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County Ord 461 Road Standards• No qa • a V•j p 41 e .q4.t Ll'_LLlI:LtLL OF to -,-on EM f n INDEX - PAGE 1 EXPRESSWAYS 81 8 LANE EXPRESSWAY -152' IMP......220' RM/ 82 6 LANE EXPRESSWAY -152' IMP......220' RM/ 83 6 LANE EXPRESSWAY -110' IMP......184' RM/ 84 6 LANE EXPRESSWAY -120' IMP......150' RM/ 85 6 LANE EXPRESSWAY -110' IMP......142' RM/ 86 6 LANE EXPRESSWAY -126' IMP......220' RM/ 87 8 LANE EXPRESSWAY -134' IMP......184' RM/ GENERAL PLAN HIGHWAYS 91 URBAN ARTERIAL HIGHWAY .......... 152' RM/ 92 ARTERIAL HIGHWAY ........................128' R/W 93 MAJOR HIGHWAY.............................118' RM/ 94 SECONDARY HIGHWAY...................100' RM/ 95 MOUNTAIN ARTERIAL HIGHWAY.... 110'RAN STREETS I FRONTAGE ROADS 103 COLLECTOR STREET ......................... 74' RM/ (NO ACCESS) 104 ENHANCED LOCAL STREET..............66' RM/ (SCHOOL, PARK) 105 LOCAL STREET...................................56' RM/ 106 OFFSITE ACCESS ROAD....................60' RM/ 107 LOCAL FRONTAGE ROAD..................52' RM/ 107A COLLECTOR FRONTAGE ROAD........ 59' RM/ 108 SECONDARY FRONTAGE ROAD........ 82' RM/ 109 MAJOR FRONTAGE ROAD..................97' RM/ 111 INDUSTRIAL COLLECTOR STREET ... 78' RM/ 112 LOCAL MOUNTAIN RES. STREET...... 50'RAN MEDIANS 113 LANDSCAPE MEDIAN 113A CROSSOVER MEDIAN ROADWAY DESIGN 114 ROADWAY DESIGN REQUIREMENTS RRIDGFS 115 LOCAL AND COLLECTOR STREET BRIDGE 116 URBAN ARTERIAL HIGHWAY BRIDGE 117 ARTERIAL HIGHWAY BRIDGE 118 MAJOR HIGHWAY BRIDGE 119 SECONDARY HIGHWAY BRIDGE REVISIONS 02/19/04 01/20/05 05/03/05 03/1.7/08 RURAL ROADS 136 COLLECTOR RURAL ROAD................60' RNV 138 RESIDENTIAL RURAL ROAD..............60' RNV CURBS AND DRIVEWAYS 200 TYPE A-6 CURB 201 TYPE A-8 CURB 202 TYPE "C" CURB 203 TYPE "D-1" CURB 204 TYPE "D" CURB 205 CURB AND GUTTER JOINTS 206 RESIDENTIAL DRIVEWAY WITH AC DIKES 207 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB 207A COMMERCIAL DRIVEWAY 208 DRIVEWAY LOCATIONS AT CURB RETURNS 209 CROSS GUTTER, LAYOUT AND SECTION 210 CROSS GUTTER WITH SPLASH AREA 211 CURB TRANSITION 212 ASPHALT CONCRETE DIKES 213 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT RNV DRAINAGE 300 CURB INLET CATCH BASIN AND SPECS 300A FOSSIL FILTER 301 COMBINATION INLET CATCH BASIN NO. 1 302 COMBINATION INLET CATCH BASIN NO. 2 AND SPECS 303 FLAT OUTLET STRUCTURE, AND DETAILS 304 CURB SUPPORT DETAIL 305 GRATE AND FRAME DETAIL 306 ASPHALT CONCRETE OVERSIDE DRAIN 307 P.C.C. DIP SECTION 308 CURB OUTLET DRAIN, AND SPECS 309 UNDER SIDEWALK DRAIN 310 PRIVATE DRAIN THROUGH CURB 311 GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN 312 GUTTER DEPRESSION FOR GRATE OPENING CATCH BASIN cont. INDEX - PAGE 2 SIDEWALKS GEOMETRICS 400 SIDEWALK, FIRE HYDRANT, AND 810 BARRICADE UTILITY POLE LOCATION 812 MULTIPLE MAILBOX INSTALLATION 401 SIDEWALK AND CURB FOR NEW SIDEWALK 403 CURB RAMP 813 MULTIPLE MAILBOX INSTALLATION 404 MEANDERING SIDEWALK FOR EXISTING SIDEWALK 405 MULTIPURPOSE TRAIL 814 BUS TURNOUT 815 STREET NAME SIGN (CURB TO CURB > 40') ALLEYS 816 STREET NAME SIGN (CURB TO CURB <_40') 817 UNDERGROUND UTILITY LOCATIONS 500 ALLEY AND ALLEY APRON SECTIONS 818 UTILITY TRENCH BACKFILL 819 LOCATION OF CABLE TV DUCTS SEWERS AT STREET INTERSECTIONS 820 FIXED OBJECT PLACEMENT 600 SEWER HOUSE CONNECTION 821 INTERSECTION SIGHT DISTANCE 601 SEWER CHIMNEY PIPE 603 SEWER CLEANOUT MONUMENTING 604 SEWER MANHOLE 605 DEEP SEWER MANHOLE 900 TIE -OUT STANDARDS 606 PRE -CAST CONCRETE MH, ECCENTRIC 901 STREET CENTERLINE MONUMENT 607 PRE -CAST CONCRETE MH, CONCENTRIC 903 TYPE "B" MONUMENT 608 MANHOLE FRAMES AND COVERS LIGHTING 610 PRECAST RECT. SHALLOW MANHOLE 611 RECT. MANHOLE FRAME AND COVER 1000 RESIDENTIAL LIGHTING 612 PAVING DETAIL AROUND MANHOLE 1001 ARTERIAL HIGHWAY LIGHTING WATER ROADWAY LANDSCAPING 700 WATER METER INSTALLATION 1101 TREE SETBACKS AT CORNER CUT-BACKS 701 FIRE HYDRANT INSTALLATION AND DRIVEWAYS 702 FIRE HYDRANT, ALTERNATE 703 VALVE BOX, FRAME, AND COVER TRAFFIC GEOMETRICS 800 CUL-DE-SAC 800A OFFSET CUL-DE-SAC 801 KNUCKLE 802 FRONTAGE ROAD INTERSECTION 803 PRIVATE ROAD CONNECTION 805 PROPERTY LINE CORNER CUT BACK CURB RETURN RADIUS REVISIONS 1200 IISNS STRAIGHT ARM 1201 TYPE E DETECTOR LOOPS SAWCUT AND PLACEMENT DETAIL 1202 TRAFFIC SIGNAL DETAILS 1203 CASE "A" DETECTION INPUT 1204 CASE "B" DETECTION INPUT SPECIFICATIONS TABLE OF CONTENTS -w w ul -LI OW 77 �ILL IM M W Z L w F- LU M w IM C 0 > F L C) Lu w c H � F w L 0 � LJ � Q � F LL wz C DO � 0W L 2W C W CL ( w O [ LLZ C v0 C Q� L C] U' ZLL C O = 126 w F Q2 C LL F- OQ W U ZW - Y F - UJ HO 0 c Z pOF 168,0 APPROVED BY: 4e Q -O y wy o O = m DATE: 05/01/07 No. CE 42328 DIRE01OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I 0 Z m L� u) 0 c I�Fl Z U I � (nO Lu L-I� Fn Lu b U� �u H U I CL' LL w N U H OZ r I Lu CC CC E[ ZO Ow N N� W J 00 U) w U a �> NLl r U' 2 Q N and Q Q w 3Q CC > C] W>F- > W wZW JZ =p O 0 w cl Q U g -i> w} (n w b w0>O[C�QQ H af < a -W C� �+ Q (� W a wfn _O ~ Q 00 (1) w CO0-WWo�OCO N i�1:: =T_ pli ale M U <<C)00WOCrEE CL m0 0- W O (V m Q Q � N Lr)CjI- Lu OR W I' bo w LID lel ill F- N W1JI. Z I-mQ Lu CV r Nd rl- 0 N � I 0 'gr T TL T N1 TFl LL eI 04 Ll I w b U W T Q M N Lo eT W w F - �Q _Ci 'IT LL IM M W Z L w F- LU M w IM C 0 > F L C) Lu w c H � F w L 0 � LJ � Q � F LL wz C DO � 0W L 2W C W CL ( w O [ LLZ C v0 C Q� L C] U' ZLL C O = 126 w F Q2 C LL F- OQ W U ZW - Y F - UJ HO 0 c Z pOF 168,0 APPROVED BY: 4e Q -O y wy o O = m DATE: 05/01/07 No. CE 42328 DIRE01OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I 0 Z Q u) 0 Q Z U H J (nO Z CL (Du) Fn w¢ o� H U Q CL' LL �O J U H OZ �w Lu CC CC 05 ZO Ow U W J U) w U a �> U' 2 Q � Q Q w 3Q CC > C] W>F- > W wZW JZ =p O 0 Q U g -i> w} (n (n= zL w0>O[C�QQ H af < a -W wOf LL J0 LL U! JLL LL OQWO wfn _O ~ Q CC=00wZJl— >w CO0-WWo�OCO �V J i <<C)00WOCrEE CL m0 0- W I I I I W W Il II II II m U 7 cti m Q Q W W W O d of Q COUNTY OF RIVERSIDE 8 -LANE EXPRESSWAY (220' R/W) STANDARD NO. 81 (1 OF 2) O l l O, Ow 77 Q J IH_ R LL LD Luo)I I -L Q � CV d m z ,-,w w rn LLJ Q w Z w (1) Z_ 0 LLW CV IY Y O T Q w 0 Z SO 2 O Dz a M r NT W U z} w Q< U IYJ�O O D z U)O W — a Of W ��—a O Lri o m w C7 Cn ,J W - M: () W O o0 U O U) z O � W a Q U � -< Of W off'I a Q �� > 0 zwo<w< �LLzULLw cy) _ (D -J W zQ w O W� H N z Q Ln U w o Fl -F -O Q (n N Q w CV O w > a0 Z O Ow m _� O Of F- ~ OW W Of Of o M iv a W O— w 2 a Z 0U) W O Z Z L N ° Q O Ow WZ Q Jw T- T V 00— H u - o' a �l� 0 Q U (OW M T N1 1 Oa U) }} w0 CC 3:Q OW (� > N a T of (j p � 2 >Q Lu O Cq U o1 Q z H} W > W T �\ OCA Y QQ ZW U H F 0 w w W w 0 Z W J m U� QO 2 LL. 000 (/)of z QOW0 WD COW z U) mZM-JQOW>} U) I.- > 0 w (D < N o Ln U LLQ O Ocn 1--Q > Lir Q a WE O w Q LL. LL. O z W O _ �H wu zW > >w Ce=OOw—JH Q -- -- -- -- -- = W �canwwoWOC� QaWW cul O� TJ UJ Z aJ ��g W 11 11 ' u v LL �a 11 "��u C6b I-- (D C� O T N M m ¢¢wW I z Q APPROVED BY:ee�oe�.`;o��.p COUNTY OF RIVERSIDE p by v z DATE: 05/01/07 ec7 zn No. 6E 12928 ' f`°'°•"`° c V -LANE DIR OR OF TR PORTATION GEORGE A. JOHNSON,EXPRESSWAY RCE 42328 A (2`O• RM) REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 1 4 STANDARD NO. 82 (1 of 2) 2 5 3 6 SURVEY WMEDIAN CENTERLINE CURB RETURN RADIUS SEE STD. 805 CURB RETURN RADIUS SEE STD. 805 0' 1 I 1156 I 1 11 hh 111 r► W W 34' 22' 12'12' 14'12' 12' 2'12'1,V,. 30' 110, 110' 76' 80' 1 l lhh 111 I I I I 1 � I I 60' MEDIAN I 1 34' 22' 12' 12'30' 30' 12'12- 22' 34' co 76 Lu I76' w I 152' I 22Y RM p APPROVED BY: eo` OF 168,°E ►. s° 6 ° e ° z m DATE: 05/01/07 N°. CE 12928 1 DIR OR OF TRO§PORTATION ♦f CIVIC p GEORGE A. JOHNSON, RCE 42328 °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I � d X �W W O �w O LL Z oz Q O wo— w o -w U P20w i(n W WPI -0=0 U)=�H-j Q zs0ir ,0 U SLLZUl�w LL � N 200' W J U O H H 300' 0 >Q r) 13f W W o W w z ¢°�C� 480' 0 a U) LL W LL WIi0(j)0 O O w W H ¢ W W (D _ i C7 (D owl uJ o0Lu �wWii m acn�v� QwWwdO� COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (220' R/W) STANDARD NO. 82 (2 of 2) r J V / 0 / N� O 0 G 0NldV0SaNV-I � X ~ (n Q of M OOQQ c ww Q W N� ~ 00 <>- i Z Zw O OQ U a M} LU JNld` OSaNV-1 U)w 02 w b m cn Z w�- a U w O o O� O /VU3 Z Q g J O "W QW Z v Q Q� w = W W 2 U` JJ m Uw W U F - (V o N� d <(D> 0_ w U) o Q`)J z 2� a- Q mcA W z Twp w N 0� Q OO U 1 �JZ W ~ r Ml3 pp: (n�' =aQ J QQ z wm �o� w W F Q E QQ Zw W QW Y �Of <ZQ � _ F- N_Q Qwz Za U -v U) C) O Z D: Q g �wUQ U opo HU Oz OQW cn ZQ HwO Z w z ~ Ml3 �� E mow � Of p QZ Oz Q LLo ?z QOf w �o� O �3 UJ I— ZZZ_O Ow QQ Q� WQW ~ W O WLL �O ZP a -of Z Wu)W W cpL 0 U) LjY o - mN Z _=_ =0 ZO �(n <Q >zw Yw 22 V) Z) oU' cy J U2 0 �U _H� ZU Qa 0-zZ0oI-f=� 0n N Z r , ~w� _�0 LLZ�LLW p� p r N M ' r N c/) Z N d � } W A 1137 s OT M 0NldV0S(1NVI �06 \� N " W W W J Z Z . Y M U) w W Lu mZD Qw OO �> o~ O Q U o p� _ Q ZLLaw-'0LL ;t x N (D <0LLZzw0 Q Qmwo=- � 0S(1N`ln W-j OU)vwOo WwJNId p Q Q„ II W LL n a Q 11 11 d � C7 N� O C1\ mo0 . 06 CL -i Q QQU W W LL 6 0 - APPROVED BY:ee. OfIII jo +.P COUNTY OF RIVERSIDE p by v sW° o: DATE: 05/01/07 e ° Z. = %o Ertl ' �� %fe c�� Fs`' 6 -LANE EXPRESSWAY DIR OR OF TRCIVILPORTATION GEORGE A. JOHNSON, RCE 42328 °F CAL (184' R/W) REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 1 4 STANDARD NO. 83 (1 OF 2) 2 5 3 6 �4' MEDIAN - r LK CURB RETURN CURB RETURN W 0 - RADIUS RADIUS SEE RADIUS SEE IL STD. 805 3' STD. 805 0 - T- 0' 184' RMV F- 110, 110' � 111 111 � U 37' 22' 12'14' 12'12'12' 22' 37' 1 0 Z w W W H I i J W 92' RMV 55'- I i RMV 11111 i ltItI t 184' !! APPROVED BY: eo`p°Fe,° E►..s°��. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TR CIVI PORTATION % E Civi ♦f C p GEORGE A. JOHNSON, RCE 42328 °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (184' R/W) STANDARD NO. 83 (2 OF 2) W I I Y O wW W LL J Z � 0 O w W - } W wui0 U 70 J J U2 F-ti2 J >Z>w0 w< UQ ?ILZILW 1 1 O a H Of H 300' O Z 184' !! APPROVED BY: eo`p°Fe,° E►..s°��. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TR CIVI PORTATION % E Civi ♦f C p GEORGE A. JOHNSON, RCE 42328 °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (184' R/W) STANDARD NO. 83 (2 OF 2) I I } � I J W 1 1 1 1 Z Of F> O LL ILL 00 48Y H W H 37' 22' 112'114' 717' 11.0' 14' 112'1 22' 37' � w 0 55' 55' I � ED 11 92' 92' m Q W 184' !! APPROVED BY: eo`p°Fe,° E►..s°��. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TR CIVI PORTATION % E Civi ♦f C p GEORGE A. JOHNSON, RCE 42328 °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (184' R/W) STANDARD NO. 83 (2 OF 2) d $j9$ d \&^� d JET w LL -< z2 O 6 < ]] \« -j<2 / U06 J . ~° U) LU � ^ � ~ . 2 - W�I w < w 0 6 mow 2W0 , k I w 0ui \�z U) U) ƒ z 2 ge ( w 00< o/E ~ / \ ƒ § < 6 $ \ 0 w O 3 0 N < / 0 m \ ( ^ 2 q / / ] F- 0 / 04LL ƒ �w c� zwU « < % W ®a2 «�Z m w z w Fn k }�w� %§\� 0 ]] ^ bow wzm � F / � ] \ 0\ O 0 w w >- ® M ® z 00 a AA13 \ « z \ w & / < 0 w % w R o I R g 0 « w w < % / w . c �z 0 \0W\ C < oU) - ® » (j U) 0 / w k cf% /WE 2 » w � ' < - c U) w ® SI I , \ F- ��9 < F-> 0 ] o \ LL2c z=< �< U)F/2F 44 b ® « ©<< 0(D<0z<o O < z . K ]] ? »» �� %mak �wƒIw�$e ® $ R / U) « c � =) >$\��0 w \ / :: 2 JOE w i i � � LL � ZD\\ ~�\\ � � S $ b m.06 \—j o&w mkkowLL0Of 2 « w� APPROVED By 2� � . COUNTY OF RIVERSIDE o o�:o1s@/7o ��Em. 1-118 � 6—LANE EXPRESSWAY DIRE01OROFTRPORTaION GEORGE *JOH o% RCE &£a ° �� §O' R� REVISIONS �¥BY a D DATE REV. BY 9mD yr 1 4 NDARD NO. 8 g OF3 . 2 5ST 3 . 6 CURB RETURN RADIUS SEE STD. 805 SURVEY 6' MEDIANS CENTERLINE 150' R/W 124' X111 httt 60' 64' 80' 70'-71 20' 20' 12' 14' ' 1 .12'12'12'11'13' I CURB RETURN W RADIUS SEE > STD. 805 O Q _ LLZ 0, Z ; $ f 7 / C14 b f 14 b o 06 _ g M1] 2 �fa ƒ M13.. F- wa / (4-L - ® AA.] �\ f M13M 0 [� / 3 < I 014 _ < =6 Q a. �ci C1.4� o m �/i I 2 !M_L] (9 _b 06 T bT �b k\ OR / 4 ~ �-4� -- -- — 0 d 0 0 �� d APPROVED By 2� . DATE: 05/01/07 �! -08 >R OROF� a ION © � GEORGE *JOHNSON, RCE &£a ® ® IvS, gNS LREw BYIAP SDI DATE HREV. IBY 19mDI DATE I COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (142'R/W) STANDARD Na 85 @ OF 2) 0 � < I _ < a. o O w LL b 2 2 O w C)_ CL z 6z wI a_ w _a< k 0 F_ LLJ ƒ< 0\S\\ U �e ��LLw z Z w o 33zza- w 0 U)z om\u< LL 7o=W 0®Zk/ /\W-\ <_�// /Rw0zw wF_5®� _jwEWƒ 6 � of 0 m\FD/W S</_jw zz=/F- »%wIw � oa- w uw<mI eIo¥» umU)<Elf wwz> m CL: y �I <\/<\ < F-4 c g�e¢ Lu W -i Q k�Z/F- co\Z)\ 0» a$0/z m222� ƒ/ LL<<w 0 <0Z<LL 0 <Oz O \2/w¥ wwwƒƒ$-i-F- «oI=)03: eee>I W >$?(.)W0 U) Lu � z I 0 m... �� &a0611 0�ww� 2<k0WL-L IvS, gNS LREw BYIAP SDI DATE HREV. IBY 19mDI DATE I COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (142'R/W) STANDARD Na 85 @ OF 2) pOF 188,° APPROVED BY: eoF �►. s°��. 6 ° ze!7 zm DATE: 05/01/07 45No. CE 12928 1 DIR OR OF TR PORTATIONf % M". I ♦CVIC p GEORGE A. JOHNSON, RCE 42328 °I•"F° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (142' R/W) STANDARD NO. 85 (2 OF 2) SURVEY - Q N MEDIAN CENTERLINE ,s CURB RETURN -WALK CURB RETURN a RADIUS SEE 7, RADIUS SEE O STD. 805STD. 3, 805 O LLI 0' LL o 142' RM Z ir9 110' O X 1-- O 16' 22 12'14I 212' 12' 22' 16' 1 Q 55 56-0, 71' 71 U O> O � o I- wQ �WLLW 1 I I i l l W J 11111 11111 cVn o 1 II II 300' Z I I I I I S I I b I I Q > wW W Q�� 110' 1 Z 1 U O u- W LL 116' 112'114 112' 1 480' ¢ w W O 22' 14' 14' 22' 16' (� 2 I 55 55' 1 _ > W Www 71' 71' W II II II m U 142' R/WW W Of pOF 188,° APPROVED BY: eoF �►. s°��. 6 ° ze!7 zm DATE: 05/01/07 45No. CE 12928 1 DIR OR OF TR PORTATIONf % M". I ♦CVIC p GEORGE A. JOHNSON, RCE 42328 °I•"F° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (142' R/W) STANDARD NO. 85 (2 OF 2) N� O O Wz~ ~ww 1 Z x Z Jd OQ NQ U)U} Nzcn H O W OQ J O w w wQ io Nld` 0S(1NV-I } O� o o m W z LL) - j 04 w O 0 O� w w N ± � Nld` OS4Mdl z (Qj 2 -jO LL N ,� v a cn(D LL U W W Q U) O l3 wUJ can cU Mn Q�� cn ow z mz w Z 2Wp v w 00 a Q (DJC Z� J W J Q z Ne Q Q(0 j Qw W o Wa< wcV� N �z LL 126 � a 0a Yw cow QZJ � Q�w zo UU �� Q O W o iV �� U Q(D =Q �U ��U LL U H Q r Q ca— I—Z OZ �OLL z a'QZ M13 aU Oo zg a0 wo z E �W W LLQ zw pp �Qcn O Qw� 040 QQQ Q �� QO Q2 wzZ U of (_n Q W w N N �W0O V wO a2 Zo wpm =�U N r M mow Zw �LL Hp >Z� J u)To �z O M20U�w(�f) Q tioz� M13 Ug E- 111 =� zo W -j Ew � U 2wQcn I- H �Q �co cnzulo �p� a cnw w O O - mN Z Z N M - �O N OZ N �U W N aw F * /V113 aV 0 F- NldVOS4Mdl Q _ WY N OODQ o W p N� � of UJ 0 ZD Nld` OSGNVVl U) w w w w v C7 U) mZDQLu W0'< z z w0cD�� aaRt c� zooQ Q�zLLdw-j0LL NVQ w�QOLL.ZZw0 Q aQmw0�—JH g NZ (<J)� o CO � a 0 if ifW Q(� cQ U W p � p XX �'� II II II II W LL II a II N� O O Q Q Q U W W LL O a Of pOF 188,0 APPROVED BY: 4e Q -O y wy o O = m DATE: 05/01/07 No. CE 42328 DIRE01OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (220' R/W) STANDARD NO. 86 (1 OF 2) SURVEY 4' MEDIAN CENTERLINE CURB RETURN C -WALK CURB RETURN RADIUS SEE4' RADIUS SEE STD. 805 I STD. 805 fl 150' RNV 0 126' X111 httt eo L — 63' 63' 10 10 47' 24' 12' 14' 1 ' 12' 12' 12' 11' 13' 11 47' 111 httt U) o U U O 300' z II Tk II 126' U U 47' 24 623 110' 4T'j 14' 13' 13' 14' I13,I 24' 480' 110' 220' RNV APPROVED BY: eo`pof e,oE►..s°��. 6 v os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TRO§PORTATION �fBof op GEORGE A. JOHNSON, RCE 42328 CAO I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I � U z W w CL U- O LLH O J � U) ~ W U Z w � J W N Q w w O w�Q �Qz Zw0 Q J_ U) Q O wNU =�O LL �2z� O uzil�i¢W I--' U W (n J Q U a H } �r) W J w Q } Z � U p ZLLWLL QOu)O W> W UwWry II II II II U 'Coo UW�X COUNTY OF RIVERSIDE 6 -LANE EXPRESSWAY (220' R/W) STANDARD NO. 86 (2 OF 2) pOF 868,0 APPROVED BY: t. n. j04 4e Q -O ywy a WO O : o O = m DATE: 05/01/07 No. CE 42328 Em.MFAe DIR OR OF TR PORTATION �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CAL\FO I REVISIONS REV.1 BY: 1 APR'D I DATE I REV.1 BY: I APR'D I DATE I COUNTY OF RIVERSIDE 8 -LANE EXPRESSWAY (184- R/W) STANDARD NO. 87 (1 OF 2) / N� O 0KI- cl} JNIdV0S4NVl > z <- 00 N ui Q o J (D U D ZO Z Z W ¢ a �pQwy ol.c N+.. 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JOHNSON, RCE 42328 CAL\FO I REVISIONS REV.1 BY: 1 APR'D I DATE I REV.1 BY: I APR'D I DATE I COUNTY OF RIVERSIDE 8 -LANE EXPRESSWAY (184- R/W) STANDARD NO. 87 (1 OF 2) N Q W N `n JNldVOSdMd- z z Q N Q Z (D Q' w 12 N 0 Z 0 Q W p p JNlddOS4NV- O O Z W LL U) O Q aot Z w M13 1=1 w= Z J U)i c j wZ o C7C �- QW LL U)w U Ow Ow Z O co U F Q 9 W (n fn J H U) 002 — W _ >m - (n Z W � � r H ~ o _> 0 � ZLI N o U U LLQ - ao g (n w� �z Z o W Z ^J Z r 04 a �� o zoo o 0-j 0 z J Q — (n O U -Op- Z Q m zz Wui o w (n Q w m Z w LU -L p 0 F- p W (n iv U zp ;� n}} O WC) W F- 0&5 o7 r W F F -U W W Q - QU' W p U)T Q U U) U) C0 Z IZ Lu- H Z w MJ_3 �Z W J O w Z W U cn O �5g Z " QQQ U ~ cn F -Q o i H wp w O ►Nn �c� az U) Q o W �� Ci D Q N _ �o� ♦O1 O o Y M 00 �o o~ r z ? z 1� �z V F- z c_� o w LL r J� LL O O i AA -1-3 - CCNU J J Q _ ~ O J= m13 p, N j 1 < O Q oZ w o7 � a Z) "v MWU-<Z w T h w w z LL Z moo O� W QVl3 Eo N� Q 111 o�zaQU) Z=O��w Lu LL LwLI ZQ=I-ZQZV Z Zcn mL Yw�cngm¢� Ov N YdZww=UO O U W Q W �o�(n�UOZ� u- 1-- > O N Cl) ';T U! l (O I- fV > Qd U z N m 0 N L0 ul ' r w w W Iw- O O b oF� Z www_j Z w ML3 Z z Q cn�I-w = U in w w �d �� w mv�> O } Q uwi Z w0 ofOZ< W JNldVOSaNV- O a�ZLLwZ-JWu- U) H WQQOZwZ�- N N Nf h Q W=mWJF- —LL oa �L-_ (n Z �JNldb'OS4Nbrl W<< C) W O W O EE W O z a5 u u u u LL-Ja �� LL > m (D n ° ° u u C7 C7 Q QQU06 W LLLL�Oo HLUL Q <Vcj APPROVED BY: a«oot01.`;o COUNTY OF RIVERSIDE p Hy v o ec7 zm DATE: 05/01/07 No. CE 12928 URBAN ARTERIAL O. CEa7-a9 'k DIR OR OF TRO§PORTATION HIGHWAY GEORGE A. JOHNSON, RCE 42328 °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE (152' RW 1 4 2 5STANDARD NO. 91 (1 OF 2) 3 6 - 4' CURB RETURN RADIUS SEE STD. 805 CENTERLINE SURVEY CURB RETURN RADIUS SEE STD. 805 8' 0' 0' = a Lu m O m LuP: JZ 1 1 111 r► co g~ a v 21' 17' 12' 14' 11 11' 12' 12' 12' 18' 21' Q 165' RNV Z a p�U�: 720' O Z LL W LL Q U Wo 76 RNV 89RNV W w(D W Uw W W mm (016 U 08 COUNTY OF RIVERSIDE U 5�5' 68' (152' R/W) I !" " C-4 O ■ 1 Z I 300' z II F C7 cac I cs °a 0 1 o� z I F -g z aco�1 LLJi (9 � °s 1 rn w LL z LL J0 Eoz 10' 11' 14-112' 18' W I Z Z ca I F W F W U 600' I I I � U I 55' 1 55' 110' U 21' 22' 112' 14' 7' 7' 14' 12' 22' 21' 76' RNV�76'RAM 152' RNV pOF l88,° APPROVED BY: eoFE►.s°��. 6 ° e!7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TRO§PORTATION ♦f CIVIC p GEORGE A. JOHNSON, RCE 42328 °•"`° I REVISIONS I I REV.I BY: I AMD I DATE I I REV.I BY: I APR'D I DATE I 200' 300' W J U U) 480' 0 H Z z a o = a Lu m O m LuP: JZ W i Lu co g~ a v o " �w W J W Q Z a p�U�: 720' O Z LL W LL Q U Wo W w(D W Uw W W mm (016 U UWO'� COUNTY OF RIVERSIDE URBAN ARTERIAL HIGHWAY (152' R/W) STANDARD NO. 91 (2 OF 2) O N O ? — w N ONIcIVOSONV I Z ZZ o zo 0 CV� Q — U W N a Z D a U p 0 O ONIcIVOSONVI �� 0 o) J 0 Q ooC z w 0 W �d � w z Q LL W —w< vwi z co cqU C7 o � ou �w W O N OH U U) a o w Zvi J H N113 T 0 CD F- oo 2 — W >-_ O z w z m� I OJ C7 W ~ Ow of ofQ 0 T NI OW i m 0 O H� 0 co (n Q fn W W (O z Z W Z _ W �0 LU Q O— Tp 0--1 J Q U) Z Q z Hw 0LL3:> W O o� zOw� vwi N fn T (fl 0 0 F-0 _ T I— (V �? fn O Z W W H O fA d (n W M13T Ow U w w<CL 0 -QzF- O OF U) U) zo F- W Z �< W m of 9 Q wo U Wz � T z H o� I� ' z w Q D- J a oz— O T H QtZZ (n >- HQ o 5g ? T oaa LL U) < w o Lu = _ H O N ZO WUp Z a Zli WQ LL W J ch Q LL. T wzm O z U - O w00 T T _-4 w Z)Q U a 17 F- C) U) p 00 UJ J~ m O w -J H z Ml3 H N �'�`� if Q Z Q U' Z W U)< w o -v two—az Q w AA -1-3 w o uj> Of M o MJ_3 _ } Z' cn z a o = o wow w wO_Zf C7 W z 00z C�1I z~ F -Z ¢ zv a z o a r Zai m wm Ow � Wo W <� .� Qo LLI HO vim U oz ow LL d —: ri v 6 co I-- U O N Q N I < Z T i T m a a r ,n Lf) AA13 a �t w w O z 5o U aimWw Z U Z Ml3 w w �d �� (n mz�Q oLL uwi JNId`dOS4Ndl O ¢o�o� ZcJz�WZ) o F. W<-Z:)Z�Oc��o ILL N N 11) 04 T Q W =m W �� U, mom —1 � CDU)50�O� JNId`dOS4Nb�l W Q Q U w O w 0iE o z W II Jill II u- J II w II H u- � d �Q (7 Q QQU W IJi_30ww ui O APPROVED BY: eXA.Jo"4 y 41 COUNTY OF RIVERSIDE p v o: ec7 zm DATE: 05/01/07 No. CE 12928 1 °SIV" DIRE01OR OF TRO§PORTATION `'+re"F e�ARTERIAL HIGHWAY �'«+' GEORGE A. JOHNSON, RCE 42328 a (128- RW REVISIONS REV. I BY: I APR'D DATE REV. BY: APR'D I DATE STANDARD NO. 92 (1 OF 2) 4'M CENTERLINE SURVEY CURB RETURN RADIUS SEE STD. 805 8' �I I 0' w I I I a U 186' U 21' 20' 14' 9' 9' 14' 20' 21'I I I RNV 128' RNV pOF l88,° APPROVED BY: eoFE►.s°��. 6 ° e!7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TRO§PORTATION GEORGE A. JOHNSON, RCE 42328 f` °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I 200' 300' W J U) 21' U 17' 14 11 11' 12' 12' 18' v 21' a O � z� Z °6Oco 141' w!=U zcn�- J Q W "--a— to 64' RNV I o 77' I � M 54U 99' I 43' I 56' I I I O I I IIu I 300' z I 1 - a I I I w = w z °a O m O I w! J Z co z I o` < z � u - F- 0 ih c U U'U ai *a 480' U L3 - 20' 14' 9 12' 4' a I I I I I 0 I I I II R' I I I I I w I I I a U 186' U 21' 20' 14' 9' 9' 14' 20' 21'I I I RNV 128' RNV pOF l88,° APPROVED BY: eoFE►.s°��. 6 ° e!7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TRO§PORTATION GEORGE A. JOHNSON, RCE 42328 f` °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I 200' 300' Q w W J af W �QZ)a U) o�U� p ZwwIL 600' ¢ O Wo w F- < �ow(D W U w Of ry W u u u u m ID U QUwoCw COUNTY OF RIVERSIDE ARTERIAL HIGHWAY (128' R/W) STANDARD NO. 92 (2 OF 2) W J U) Q 480' z o a O � z� Z °6Oco co w!=U zcn�- J Q W Lu to goLL o a 0 � M 54U Q w W J af W �QZ)a U) o�U� p ZwwIL 600' ¢ O Wo w F- < �ow(D W U w Of ry W u u u u m ID U QUwoCw COUNTY OF RIVERSIDE ARTERIAL HIGHWAY (128' R/W) STANDARD NO. 92 (2 OF 2) G- 1 N M W H O W Z -aTo�g w fV T Z � O Z U O W p U)rj) z W ir _ir N Q LL O z N ZO M__3 N ;;T mwo—QZ Q W l3 _ M U) N LL W Z l^ / T 0 N JNlddOSaMdI _ � o N IJNId` 0SdN` _l i M w W U m m{�1 T co M M13 z z U) � N N t I=1 b U MJ_3 UO HO O L N T N T Lo LLQ M13 w Z ~ �I Q T Q� Zw Z W a W 00U) MJ_3 o LL 04 Z W 2 w a N U oI T Q N I � � v1w T c6 bo U JNId` 0S(1NVI JNldVOS4Mdl pOF l68,° APPROVED BY: eoFE►.s°��. 6 ° o: e!7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TR PORTATION GEORGE A. JOHNSON, RCE 42328 f` °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I � W W p W W W J Z W U W H W p U mU�> O }Q Q z Q LL Owm aLLI �� z(Dz�=w W< Q O Z� Z F- O p U Q a' = Co W J P H= LL 2 O 0 o LL W QQUw_jw0�z u u II II LL J 11 LL H m C7 u ° ° u u COUNTY OF RIVERSIDE MAJOR HIGHWAY (118' RNV) STANDARD NO.93 (1 OF 2) (D W U Z cl Z< Z � of Q W LL o O Z 0 Q W 2 c j 0 cli M W QLL O U) O z ON Q U J Lu Z W aO W Z of m 2 U p Lu a H J OQ p U- ti W co U' Z OU U> wz toz �O m w U U } m J Z�Y o 2 Z W o p w W W OOQNp of Z Qu-�O> mw W U UOWZO F -p U) OU) H wQC7�0 U a Lu W � �°°� ZO ¢Q W �J m W w Q o Lu afwOZa� W U -O U Lu O 0- - LL (U = ¢ w O p z Y W O O OLL U Q U_ 2 pJ ~ U J O m S ~ UQ W a Z Z Q� Q Z Q LL F- F- W Z Ow I. -W p -j0 Z(9 Z Ovj>ofp2 �Z a LL (D w Q w W 0 w�2ULLZQ wo Z< 2 Z o Q m Z X� =aZUO5¢ UO Lu�-oMozc)M QLL m Q •- N M NT Lo CO ti J Z � W W p W W W J Z W U W H W p U mU�> O }Q Q z Q LL Owm aLLI �� z(Dz�=w W< Q O Z� Z F- O p U Q a' = Co W J P H= LL 2 O 0 o LL W QQUw_jw0�z u u II II LL J 11 LL H m C7 u ° ° u u COUNTY OF RIVERSIDE MAJOR HIGHWAY (118' RNV) STANDARD NO.93 (1 OF 2) 0 300' 600' 720' 4' MEDIAN (PAINTED, UNLESS OTHERWISE SPECIFIED) CENTERLINE SURVEY CURB RETURN RADIUS SEE STD. 805 2' 9' 0. !! APPROVED BY: eo`p°Fe,° E►..s°��. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TRO§PORTATION %,�,�A'p�' GEORGE A. JOHNSON, RCE 42328 f` °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I C 200' 300' 480' 630' 720' W J U U) 0 0 Z Q Q W J W �aW} a z o�c>3: p ZILL Ill ILL Q0U)0 j W Uww(9 W II II II II m 06 QU W of of COUNTY OF RIVERSIDE MAJOR HIGHWAY (118' R/W) STANDARD NO. 93 (2 OF 2) O $4 1(1111 &0 1 21' 18' 12' 111 11' 12' 12' 18' U 21' 140' RNV 64' RNV 76' I I I 98' 43' 55' I I I T b■1 0 I I I _o u � I I II II I I c7 U I a I I I I I I I � W I I I I U LL O I I g IC I F ir F 1 I I w Lu I I I I °p 38' 38 °p t U 76, U 21' 20' 12' I 6' 6' 12' 20' 21' I 59'R WRAP 118' RNV !! APPROVED BY: eo`p°Fe,° E►..s°��. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TRO§PORTATION %,�,�A'p�' GEORGE A. JOHNSON, RCE 42328 f` °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I C 200' 300' 480' 630' 720' W J U U) 0 0 Z Q Q W J W �aW} a z o�c>3: p ZILL Ill ILL Q0U)0 j W Uww(9 W II II II II m 06 QU W of of COUNTY OF RIVERSIDE MAJOR HIGHWAY (118' R/W) STANDARD NO. 93 (2 OF 2) w o z § / (!)/\ 0 »q I� & § e< LL ® » y 0ok % & d & d \ bo RZ\ A �� \ » $ - >- U) $ ƒ Lu e o\� « ONId¥oSQNV-1 / C 0 2 00 w�o rz/ k/ 4 2 U— CD SmdVQSON� \ k 0 Lu 0 2 0 % � e0> bo W) <zo b 0� ci / § Viaƒ ® 0 E ] R u. ^ w w-� 0 �4 a� \ c %aw �k cscs � I L//\ Wƒ w O ƒƒ» 0 � e 2® zo a « Q %� _ F-0 wmE® [LU ¥ ww©� @ �� k% � > \ o O z C)/L 00 \ J �i�/ �/ 04 \ ,\m k O k kF-i o �W < { %_ of 2 \6s=� $ �ƒ g® w mzƒOI IX m .E 2 mo_ =e W �w ,e �<< 9 �w C feW2m 2m �] \ 0- o w lof af o- : F- 02 0 E b q \/ �� wwa 2 f b mdVOSQN� co ® b _k < �f\ � < Lo 444 2 SNIdVOSONV-1 u = $af�\ \ / d/�/ d§ mk\/ O y ƒ dyw2 dy 2220 %z/ƒw /\<bƒ}/�bo/ �W<mI-=)ZF- u >%ƒ�\¢�2�$0ƒ w$\22\bo9202 11 11 E u �� e E M o / �� 2\\SIL\wƒ/E APPROVED B»` % COUNTY OF RIVERSIDE ° % DATE: 05/01/07 SECONDARY DIRE01OROFTRa SIN_ HIGHWAY GEORGE *JOH o% E &£a (100' R� REVISIONS ¥BY a D DATE�usY 9mD yr STANDARD Nag p OF 2) CENTERLINE SURVEY CURB RETURN X -WALK CURB RETURN RADIUS SEE RADIUS SEE STD. 805 5' STD. 805 0' Y I U U I I 118' 1 �1 I 1 tri I 14' 12' 2' 12' 12' 14' 18' 76' I 32' 112 1 Ol 11 1 1 I I 11 —200' I I I 1 I � 1 QO U' U C7 0 F U UZ 2 r m I � F U I I I N I o I Il 320' I I >- -L -L 12' PAINTED MEDIAN U U 18' 14' 12' 112' 12' 14' 6' 32 32' fm 50'— � 50' 100' R/W p APPROVED BY: eo` OF 168,°E ►. s° 6 ° ec7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TRO§PORTATION %,�,�A'p�' GEORGE A. JOHNSON, RCE 42328 f` of REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 2-04 1 4 0 W J �QW z 0 03: LZ IL W ILL QO(/)O W > w(D W U W w w W u u u u m �Fv� QU W w w COUNTY OF RIVERSIDE SECONDARY HIGHWAY (100' R/W) STANDARD NO. 94 (2 OF 2) L d 2 < :� o 0/- Z b q \ 2 � ^ _ x m ,» o w 0 . < & ` � \ } 0 ƒ ƒ LLI � LL p� w d c2� R� \q k <OF- <® wz 0 lxofw O/% f- Poo /0< ILUw& \mow cdmw RU)oo -w�-2 LLmLu o- ZZ<O w\RIR o00>O�$� <�< qzk a-<oZa wYzO zo,2=)LL ��&E �QW MOIm� 0 wz � 2P0 -wRww ewe« � zwu_ _au-w� oowix O Roo mmo me once 2 w w a $ m k M 2 O � U w U) 7 ~1\ 2 APPROVED B»Of ` % z DATE: 05/01/07 ! >R OR OF TRO§PORTATION S GEORGE *JOHNSON, RCE &£a & IvS, gNS LREw BYIAP SDI DATE HREV. IBY 19mDI DATE I — A » w 3 9 = Dims- cl- � m < b \ E « _ .o o / © w � q�\wawa Lu O J w / \ \ � 2 APPROVED B»Of ` % z DATE: 05/01/07 ! >R OR OF TRO§PORTATION S GEORGE *JOHNSON, RCE &£a & IvS, gNS LREw BYIAP SDI DATE HREV. IBY 19mDI DATE I — A » w 3 9 = Dims- cl- � < b \ E « _ < » w 3 9 = y , cl- < b \ E « _ .o o / © w � q�\wawa g < y , cl- » .o 0 < / Q b® 277 O J w / \ /ewS c uj ujzl-i z mftI=u = <O2-1> Qy =zl=< �< /E/iOf 44 <elmLLULL EuEEOz<0 Lwƒ00w=ige %%//E0�� <<0bLu � 11 11 LL kkibu- w0W COUNTY OF RIVERSIDE MOUNTAIN ARTERIAL HIGHWAY (110' R/W) STANDARD NO. 95 b N (.0 Z O W r N 77 N i N O � O m R � Q W H CL 2 a O 0 "d O O w 0 J E N _ - C W J- iA o Q o �� l N� > 1 � 11� N 00 o } W ch IF i 1 N113 Z J H W ~ w 5.U FL Q� - -- M p LUL l.� N N 00 i aLL f Z O W co ui (D U Z_ Z FS Q Q Z_ W o (D W LL 0 O W = N F- LL O Qr N O F-: F- o6 2 W Z m W H 0 Z) (D` t O U U Z ao cn W°D wQ Oz m � o � p D w ON =OW(n z �-O Owow w uo U)0M: W WO1-(n H U� tnUOZ W WS W020 o m m U~ o m W< awOU O as QwZO cn3:w0� U WF- WZZ J Zm EwQJ uQ =� a�w� m F -W p:o5Z O Q O�W-ozw— a F— LL Z�WWo UOLL WZd-JW�wO MW Z w-2ZJCEW}o y< F- Y<Z Uw2mOwow W w =aZ�z UYO (D af F- 0 0 a o LL j( � I"' CV CM 'i Ln (O w z O E W o Z o_ a a- 0 �UwwwzEr z w (0 W WpW Z5 U (n mZ�W�a 0} LL Z � 0 (7>0W� OTww _O Q � Za=cnLi- WJLi- =5Ycn H LL J Qu. LLOZZOUoo Q M00wm—HLLLLW T Q ox: Ixww00=00= N � C9cn�00000��aa� LJJ QQ a WWul JJOEE009 II II 11 LL II 11 H H LL m 0 II II 11 II II II m ci ci Q QQUwwWLJLO HF -LL' APPROVED BY:ee�oeh`io`4.p COUNTY OF RIVERSIDE p by v o: ec7 zm DATE: 05/01/07No. CE 12928 1 °civ" COLLECTOR STREET DIR OR OF TR PORTATION °jyjL �' GEORGE A. JOHNSON, RCE 42328 F (No Access) REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE STANDARD NO. 103 L6 z `Y¢ U O O J _j Y o< �w Q p = U ' o co N T T -- - r N� 5: L6 O 0 calf o co U co ihif z Ml3 J N fr_ Z W = cV W U > Q CL a (o - - M LL 0 04 p > U W d U - ¢ a 0 zp ° o ) ¢ 0- 00 UO 0w 2 YU J — J Q p UL t IUi N Ml3 _O Lo r, pOF 188,0 APPROVED BY: 4e Q -O y wy DATE: 05/01/07 No. CE 42328 DIR OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE B-71,11-80 1 4 9-88,2-90 2 5 12-97,11-04 3 6 III (� U Z Z o ¢ ¢ Z_ W w O 0' ,L o 77 0 (n o N w ~ ¢�O LL ~ O of o 0 04 ¢ O z� JO H ~Qo ~ Q cm = W Z m D H U- W E� ~ U DpWdZQ J U UZLLUPZ w }O U �UcmOZWOf OZ Of m Z oU)wHcllp 0 oc)W U NWWOZofW� -Z Z_ �-joo 09Ppw o ()<Z-jWw�-z(nW U W wwMUpQVOU�U Ww�(nJDU�mo W W U0.Ow<maWO¢ Q W = > m wLj- >�UUpwU Q W F- �aaWF-=mZ00 a J U Uo� mQ z_ - Z0 - U ¢ ZmWm(nQowO-_ � U) 0 YcVmQW=LU2pH F- c`> Z USO wp N o W O m 1--0w Omnz ui � Q OzF-om(Dw-wo (.)0 W z01-pZW�� W cwn z ozQQ ;o¢�¢Lumw ap p p W W0�ZZ<WmZW}p Q ¢ H w ¢ Y ¢ < w Y�gc~j)mU�Z�oM� UW-wofLMw¢ W w W 2azWp=o=wUYo ,� p = � HO�UUHU�wQoLL U 0 O o Z r CV Cl)IT LD CO ti DO W F- C) F - g a Q o U Lr H W WW p w W W Z W J Z W U Of F- U w 0 W D Z Wo ;wok �Qm LL I- U�Of W O Q I— Z a U) LLw J LL Y U F- COJ¢iLiL0ZZ000p 77 Q W< Co 0 0 W J—HLLLL W N ((`5U)(D�O�wO0-0-- w (-)obwooEoo? w n u u W u w ii ii F -F -LL m O n a ii u u u Q ¢QU W W WHO HI -LUL COUNTY OF RIVERSIDE ENHANCED LOCAL STREET ADJACENT TO SCHOOL OR PARK STANDARD NO. 104 w z J F- < >p H (L IF Lo M T O O — M13 O LL W Y_w F- 0 ld � O1O O' O N 1N3W3SV3 �l.Lllllfl } 31M-12]Vcl) dE -- T o M N 1-- z z W T T w UQ Q W M co O LL N �w i tI o r N Y Q O ' C7 in W O 0 T L T \ J � N tY T p `> 1� N M � w i� ED U v H IM-lbdd) d3 0 U M13 Z = co W p N z m W , Q> H _ w 0 � CL Qa > 00 ¢ a Z N Z �M 0 u w vLL O U) -_ w T wW ¢w of �= M1� 3 Ni mo � U> O o� lL H Q_' 00 0 ¢a co oF- O l3 O N} OM- O pOF l88,° APPROVED BY: ecoog.A.,, ' �- °' o. =m DATE: 05/01/07 rw.ce�zua DIR OR OF TR PORTATION cif CMI pt GEORGE A. JOHNSON, RCE 42328 `°`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77,11-80 12-97,11-04 1 4 10-81,2-82 2 5 9-88,2-90 3 6 v z O U z W m W J 0 a Q � J Q oM0 _0 O W ~ ~ U cwn O w Z wW 0W QF- F- co - 2 m Q co C) W ~ F ;Ua a.. + 0 U ui (� U Z_ Z Q p Q Z_ 0 p W O O LU 0 co O W = J Q CV H 00 ~ O LL O Q � Z N ~ c0 C7 m m O z J UU 0 co of Wa� co 0 O J z w 0 `�' �w ai z p U z OU Lu W U � Om Z W W >-o O Lu p cnto <W H U co O0 GL =Q NO UZ a U t� }O ZzulLu I- Q Z J m �z0 a = F- m ~ w W= =) LL Z 5 of m OUa cyW O Ill m LU WO 2 ZQ z Q wQ 0 Y� Z U Lu in ix aW w Y 6j -Z_ �0 2 U Qp o O -: N Ch v 0 z W w W Z W J z W U H W 0 w U QU�g-j> O Q LL WOO>O� �Qm Q�ZaU)L~iwJLLLLDYc= W�QLLLL0zZOUpp Q m 0 0 W J— H LL LL W oaWWW0 2moom (DcnZ)00p��0aa`� QQ000wo000? u u u Lu Lu n W ii a HHLL O n n ii u u n Q Q U W W W LLL 0 w H1-- LLL COUNTY OF RIVERSIDE LOCAL STREET (56' RNV) STANDARD NO. 105 (1 OF 2) �I o N U' Ln Iq z O H z W m W a> O � a Z O � Z U O IJJ ~ (n W U H W LLI W p � aU) m2 � U p w� U d O J Ml3 iM \ } NI p z W T co bb M LNC) OLL N T IF N M13 0 C7 o UL 0 o 00 U �U pOF l68,0 APPROVED BY: t,� n. io 4e Q -O y wy a WO O : o O Z DATE: 05/01/07 No. CE 42328 DIR OR OF TR PORTATION� .08 �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CAL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77,11-80 12-97,11-04 1 4 10-81,2-82 2 5 9-88,2-90 3 6 LOCAL STREET (60' RNV) STANDARD NO. 105 (2 OF 2) W (� U Z Z a o a z � p D O O� O UO N W 2 J N a LL ~ O~ O F N �O a Z W F- - ~L F- 6 L0 U) zma U F_ O_wz rl: J ~UOf OB OU :F W= p O LO z °}° zow p E O p_NF-(nF- Z O Zp U Z UZ�FnW W W lip0=U H HH M W W W— co o O W U LLIJ �¢cU/)OU p wwa )zjW O Q U v) w O U U ZZ OZ CO a z W O J w Z O m F_ MWD a = 3:wLu p U O m U, W W p p Z a z F-wW 0 -It lk W W OU a OW (7 pw UZD_ mW W p w ' wU ZO p a Wa Z < m� >, Uw�WpWW Z _ 0 Y = H O U Q p LL F_a O Z r N M U a a. �0 Q O Iw- W I.- W p U)WI-W0 W Z) Xa0Hg-1> ZHOU OQMF- of 0� 0 Q g O_ aF_zaULLWJIl T F_w-1a LL LL 0zZ0 N Q tY=mOOWZ,�H (Dua)pCOC�p�O'U` W <<000WO OE u u u w w u LL u n m C7 u u u mUo2SdU m Q J�� QQU W W WLL.00_ COUNTY OF RIVERSIDE LOCAL STREET (60' RNV) STANDARD NO. 105 (2 OF 2) (9 Q) 0 O X � X 77 O Z <S Q p p ¢ p r z _ S3IR c 0 z GO r CN O d3 U 0 w Y - Q o O H 06 o_ U w U J H W Q � Z Z m I _ p O Z T E Z Q J W p W N lY 1L af W p = p00 H W U W Y W m p p J 0 m O ¢ LO (j Z W Q O Z F- U W 0 m W Z X00 ¢ Y U Z p Z ¢ NQQ' Q O ¢ tY LO M z Q 00 111 H a ¢(nw zw� U)0 ¢ U co ct Y Uw Z ( n ¢ w w wy co H 00 w U O N M V oLL o Q 0 T N 1 a M (O r W' C7 _ q OJ W W O W m cn DZ W C)'p H CJ W woH ¢U) a a 'O Z- o U r \ \ N N O \ O co M do d 0I0 N z S3 o T NI d3 M o " `�, \1 0 N CO O wWOJ YO ow �Z O Uw �� Qm oF- OD ¢ _COO Q p W Z o O� Ubo Lu (A p w ¢ w �- p CV M W H U tL O za N 7 \ \ 77 N N U U O \ O \ J Q U O Z w c� w z O Z U Z Z Q p p ¢ p O 0 z w O O w U 0 W O ~ Q o } ¢ H 06 o_ U w J H W 0 U) W � Z Z m z _ p O W Z Q J W p lY 1L af W p = p00 H W U W Y W m p p J 0 m O w W (j Z W Q O Z F- (n W 0 Q Z X00 p Y U N Lj p Z ¢ NQQ' Q I— O pp cy LL Ovj z Q 00 111 a ¢(nw zw� U)0 ¢ ~U Y Uw Z ( n ¢ w w wy W H 00 U W 0 O N M V W W W W Z W Z W W W1-- W 0 p U m UF-�J 0} ¢ �¢ Z w =)w Z Lu 00 03:Lu O ¢�Za-(/)WJLLYc w< W W Z Z O 0 p Q�=m00--Hww 5;OajWW0Oc=n w<<000g0EOZ u u u w W W a ii H W m O u a ii u n m m U 06 CL (1) —1 o ) Q ¢¢UwWLLOtYHw APPROVED BY: 01,41 COUNTY OF RIVERSIDE a WO O : DATE: 05/01/07 e O No. CE 42328 OFFSITE .a �'�' ACCESS ROAD DIR OR OF TR PORTATION GEORGE A. JOHNSON, RCE 42328 4j"°` ° "°F? (60' R/W) REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71 llAnl 1 4 2 5 STANDARD NO. 106 AVM 03119AV8J- d0 3003 ff J.`dM 03113AVd li 30 3003 J-N3W3AVd d0 3003 W U Z W, Wu o rn N o N m Q J m Z O U W Lu O Q (D m U) a W F- C) U Q a O U (V di rg T 0 - 0 1N3W3AVd d0 3903 w z c7 wu O ofN pOF l68,° APPROVED BY: eo��E A.J ' oa e° =m DATE: 05/01/07 rw.ce�zua DIREQrrOR OF TR PORTATION cif CMI pt GEORGE A. JOHNSON, RCE 42328 `°`°•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I � ui ld U Z W � - z Z W N 2 m H O Ly Z W O U) T Q z o m c a W O a0 U w U o N Q m (o O U) Q F- 0 Z F - - — M- T W W ofN pOF l68,° APPROVED BY: eo��E A.J ' oa e° =m DATE: 05/01/07 rw.ce�zua DIREQrrOR OF TR PORTATION cif CMI pt GEORGE A. JOHNSON, RCE 42328 `°`°•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I LOCAL FRONTAGE ROAD STANDARD NO. 107 ui U Z W - I- O J O J m H O Ly Z W O U) z o m c Z U W O a0 w U o N m (o O U) Q F- 0 Z F U Q 0 LL U v T W W C6 W Q Q '0'^-- W VJ w Q Q U ir w a Z m � m O O " z F- F- ~ O Y W U v M F- Z U Z F O v z o ' _ > Z H Lu 0 a m w g U m m o Z J 6j U Q �w U) F- O N M F- Z .a U to U w WWZ Z W r5 m Z W Q O <OF-3- JLLZ O W<OJC7 m Wpm C7 wQa0Jo� w W m II II w II m U a J QQWLLO N Q COUNTY OF RIVERSIDE LOCAL FRONTAGE ROAD STANDARD NO. 107 AVM 03 ]]A¥N1 ]O 3003IM. kVM O31 ]Av@1]O ]SO] IN]n]A¥dJO 3003 w Q 2 ƒ �� o � 1�_ q e z k 1 < f < \ k Lo .- - ƒ 2 1N31N]avd]O 3003 5 a d\ d \ 77 dd Lu d d\ It ƒ-- �� 6: -- \ - $ - -- $ ` > } m 04 \ 0 % < � ^ 1 $ z z \ < q k ; /goo ( C) o o ƒ % ƒ \ I �— « \ o I p: o/ ® \ \ m E ¥ m w $ / k = CL 6 B - - Co � \a 2 m =%\ } F- / 1p U) \ i » w o b7� O �} m zee 2 /$o \ - \ E 0 ƒ z R I A APPROVED B» d / B% � - $ - -- w F \ > } � \ 0 % < � ^ $ ` \ < 11, % DATE: 05/01/07 o.�! >R OR OF TRO§PORTATION S GEORGE *JOHNSON, RCE &£a ®© ® IvS, gNS LREw BYIAP SDI DATE HREV. IBY 19mDI DATE I x d z 6 - w F \ > } e W 0 0 % < /�\ 0b/ z R m » a aZo ; /goo ( C) o o ƒ % \\\ƒ I �— « \ o I p: o/ ® L< \ m E ¥ m w $ : k = CL 6 W ƒw/ -u � \a 2 m =%\ } F- / U) \ i » w o b7� O m zee 2 /$o \ 3&2 \ w < 0 ƒ z R \ � 2 e 0 2 \ \ � h » < ± U) 0 r w w z .v :< }� 2 _0 yx«� U w w Zc z mew /) Z w W / \ \/ w< �I-JLLz2o « � ƒ 0 F— \ > (9 (D 0 $ 00� ƒ \ W / / W LL X 11 co ƒ � < wu-b of ,a COUNTY OF RIVERSIDE COLLECTOR FRONTAGE ROAD STANDARD Na 10 A AVM (13113AVNi d0 3043 1 M N 00 iW3AVd 30 3043 U w w O 1p 0 N JNId`dOSGNV-1 0) N 60 >I-lvm341S JNIdV0SdNV-1 pOF l68,° APPROVED BY: eoFE►.s°��. 6 ° o: e!7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TRO§PORTATION GEORGE A. JOHNSON, RCE 42328 f` °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I m Q ui U ~aw Jwo O O U Q m H O LL Z o O U) Z p m 0 Z U w O W H C) U W U N m O Z Z O Q LL U F- W - bo U) W Q Z U) W QW ww a mw U) m O Z 0F -- Y Y � U W W 2 Y F- 0 U O U Z_ M _ >Z H Wa W m c� Z_ M U O z W U 2 Q O —� N M Z COUNTY OF RIVERSIDE SECONDARY FRONTAGE ROAD STANDARD NO. 108 AVM (13113AV Ul d0 3043 uj 1N3W3AVd d0 3043 z N o U) U W O O — �� O 0cn¢ mHZ LL z Cow o O U) J if Z p m 1� wZ(=j Ly Ew m Z) O w�CO >o U m 00 --, LLI CD M fn OJ Z z � �W () 0Zz -iZ N d UO_ 0 Q F- w M 0 Q LL U) O I- N a U Il z U 0W E W Q ZO Q '- ZInW J W J Qw QW W W � oQ U (/) � m m W O� — — E _zo Lu C/) WOof ,L n O LLv O OYF- < b Uj Ow O v O Z I- u) (n O Z UZ00 o0 _ T = 5; Z <X F- of QQo WQ W w z�� zH M Q ��U O Z J 2 HU) LLj S2 d m W U Q I- 0 Cn � -N U a N CM V O U) ' Q N Z L0 � Ill Z � W b� w H W 0 WWW Z cn 0� F- ld T cn mz? 0a JNIcIVOSONb'1 ,R f 0 0 J� N O¢ Q_j Q Z Q O N �n JI1VdM3aIS Q= 00 J Z H JNIdV 'OSONb'1 s 1 WQ cn v — a Q J f N X II II II W II II mU�� C7 U m Q (031 - LL Q fV Q l6 APPROVED BY: eo`pOF 8,°E►..s°��. 6 ° o: eC7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TRO§PORTATION GEORGE A. JOHNSON, RCE 42328 f` °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE MAJOR FRONTAGE ROAD STANDARD NO. 109 O N O w z — - 1 EbJNIdVOSONVI p io >I1b'M341S o LO 471 T T' - -- N O� M13 N 0Z wQ c.4.Lc-4 ZW CL NU3 H - z N W o T M N M13 > d C3 U U io Al` AA341S T u09NId` 0S(1MdI ' L � _ d 0 O O T N Q U w J U U) O I— Z U` Y Lu Z p Z W W p p < (� < OU W LL O Up w p O Lu HLU LL < U) Lu Q o( w/)Q0 �w Of— Z ~ Lu O_ W O O 0_ F- (. w ¢ a m O 0 z Z w ¢ w LL a 0 U Z Y 2 Z LL = Q W w w 0 I� w Q w Of U w O Lu m W } � 2 W O a�ac�a U m _j ~ p p Y W U) ()f ~ w F- W U W ¢ U g m ¢ � ? ¢ O Z (5 ; 2 LL 0 co c) U) Z 0- < U) w w wp Y W �_ W W U j Z LLJF-O = a J W m a �¢aO— O T N M v: z wwww z cna� w =) ¢U�> 0op Q z H0O H U� O ¢ Z a -j LL H 0 <02<0 ¢ m W J z H � QQU wO � ii m mU0116 < QQ0 wa00_ APPROVED BY: 01, 41 COUNTY OF RIVERSIDE a WO O : DATE: 05/01/07 No. CE 42328 INDUSTRIAL " DIR OR OF TR PORTATION ' GEORGE A. JOHNSON,COLLECTOR STREET RCE 42328 4lF°F�w1�F°'? REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE (78' Ri�/�/� � � / 8, 12-97 1 4 11-04 1 2 5 STANDARD NO. 111 d O i S3 /I T d3 f r O Z \� Z W N Obo C -p W -Y- U Q 0 c v a b N U Q Q irS=3 CN X d O m Q M Z O W U) W 0 Q w (D m U 0 W H U Q CL 2 O U pOF 168,0 APPROVED BY: 4e Q -O y wy a WO O : o O = m DATE: 05/01/07 No. CE 42328 DIR OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 LOAL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE M8,12-97 1 4 11-04 2 5 W J U 07 0 H O ui (D U Z Z Q ZOf_ af O LL LL O 0 O �2 w ~ mLL ~ O a a Q o Q F- F- ao m H O Q J � o) w } 00z Z O F- LU O H d _U Q > U Lu Lu W LL w J 0 0 W W W W w W w Q o CD O a Q > CN U Ww mm0 Q wOQww D Y N W LL XU Q U N a WW Q (D Z Q Z O u- Oln>QQQZ UUiO° Z ZcU)W wpQ QUU ZQZ:)F- F- wZ U Lu Lu n Q H 10- = W (n LLI H O cn (Do F- N m v !r) O z W �- H W 0 LU Lu Q U W 0 Lu � u) m Z W= w Q (D O ¢Uao JLL �wJwwZZLU O Q WX: 0 5H (�CLWW = CO cn (D (D OCD W aQ00 J0 II II W W LL II II Q QQw W IJi0� COUNTY OF RIVERSIDE LOCAL MOUNTAIN RESIDENTIAL STREET (50' RMI) STANDARD NO. 112 w U IT mN w O ZUZ Y 0 Z aQ WU) �� X aW o_ z O = w Q � � Z J a O = aw IX w w o F- z a cn F- a U) a w O Z m �Q O U Z m1110m > mw HlL 0 H z O Ix ��m �wN a a a �> aa O III ZWa o EE o O m w Ix U) (L a a Ua U U 05�: W zZ X: aZ W Z I- z g�W o WO m NW U o zw g� o �W N a U Ow W O WU fn W W a U~' w z m I- O J a HH W =w � C� p Q ZF- u) Om ir C9 Z ZO M w Z aQ w me F- QF-< Mz O� x �g a Uw Oa QQ UF- m (n 0m jW C9= W CC) U) Lu III JZ U ZF- :�L�ja zF- za �O o >- OUa �- a0 afn ZU) a C) Z -: N6 4 Ln CO W w < U) < OLL H O ¢w >o W W 11 m�mw APPROVED BY: e.�oe�.`�o COUNTY OF RIVERSIDE e° =m DATE: 05/01/07 rw.ce�zua EM "' DIREQrrOR OF TR PORTATION %, �,�,� F:' GEORGE A. JOHNSON,` RCE 42328 ° LANDSCAPE MEDIAN`°•"`` REVISIONS REV. BY: APR'D DATEREV. BY: APR'D DATE 8-77,2-90 1 1 4 12-97,11-041 2 1 1 J 5 STANDARD NO. 113 SEE NOTE 3 RAISED MEDIAN PER STANDARD 113 0 O� C�� 0� OI 0 o 0 0 D00 O 0 �0 000 - LC A Oo0 2' 3'PLAN VIEW 3' 2' "NO TURNS" SIGN (R3-3) ®- 60' IWO 2' MAINTENANCE MEDIAN CROSSOVER WALK EMERGENCY VEHICLE ONLY (SEE NOTE 1) 8" 3' 3' 2" Oo00 0° O0o c - i 6" PROFILE VIEW 14', 18', OR 28' �\/.A \ \ \.,.,.,,,I SECTION A - A 6- NOT TO SCALE NOTE: 1. 60' OR AS APPROVED BY THE FIRE AND TRANSPORTATION DEPARTMENTS. 2. CONSTRUCT FOR 60,000 LB, 2 AXLE VEHICLE. 3. RIVERROCK, STAMPED CONCRETE OR EQUAL AS APPROVED BY THE FIRE AND TRANSPORTATION DEPARTMENTS. APPROVED BY: n.`;o" 9 wy 6 0 WO O : o O Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR CIVIL" PORTATION E +f CIVIC p GEORGE A. JOHNSON, RCE 42328 `` REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I "NO TURNS" SIGN F -(R3-3) RAISED MEDIAN PER STANDARD 113 2% COUNTY OF RIVERSIDE CROSSOVER MEDIAN STANDARD NO. 113 A APPROVED BY: 0 A jo'�, :e 06 9 wy 6 0 e O Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION IVIo GEORGE A. JOHNSON, RCE 42328 f°o CA"`` REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 39, 2-90 4-04 1 DA 4-04 4 13,12-97 2 5 11-04 3 6 Z O 00 Z 0 1.- 1110 W2 z U W w O w > p (� p 0l p Z H W WW p U w m W22¢ IL Lu- H IL U) CO }¢ Z Q W �p J N W U Z¢ZD = Qa 2 wool- H > (n O w p=cm0w Q w � z W WI.- a0 p >Ww= W a zz Wpo U Z(n Z�> ¢ LLXWw (0 WXWDZZ ZwU) W HoI.- � (n U UZ�w=a Oao Q EUZJD¢ = W� Q W Q (� W Z Hpw PwwpwW LL Z > W Y H (D OOZ > 0Lu <Wwz¢ I� H 0 I. -(D (D OQU p wQwpJco z w� J ~E W OQ Z �Ci Q WWJ200 Dap w 00¢21-1- I- 1 --of - c- U) w� �OOU ¢ p W QH li Z(n> 2w2 Ow 2Ow((0 O w W U Z W O Z W U ¢p w Qzw 1-p 00- W U�O2ZQ IiWW 2 �wJUIL0 Uwm g ZWQwOW III ZJ 0 (D-Fr(nww a.�Q U (nwU)Wp1- (n0= 0 ¢Opwmg w=U W wi--pzw— a(n(n I- >UZ -I-_j Z Z m ¢- I-- �¢0pU) Lu= =}Z¢Ow Y(nWma 2z(n2�0w (n (n = 1--< ' � HZW�W-zIUipWo r-- Z(DwU)v<W<C) 0- (nU)(n¢wa�¢w�� ¢o=v¢a0Q(nJ(yWw a�~pQl=cgw�¢ZwW2 �C,I-L 0pOm<5 Z¢ww(n�ww�0�wC1 OQ- WILOw¢p¢Ow Awa-0WOLLD_ 2Q2wW COUNTY OF RIVERSIDE ROADWAY DESIGN REQUIREMENTS STANDARD NO. 114 AVMSS321dX3 _ ao O 00 00 M (D M a �Nnn MN Z (0 O_ AVMHJIH lVIH3121V 0)o o N o Ce) (0 m ¢ o D o g v NV821f1 U T N r g (`n w N M T O AVMHJIH N 0° C14 (0 0 0o co (0 0) (n a "o lVIH3i2]V o o 00 N o b CO LO (1) M z T AVMHJIH 1V1213121V LO of o wo LO o i °' v ~ °% NIV1Nf10W a`Oi aiai°' p �Q M w .I�VIM/HvJIH � OD co O m o 0 001 V W rn T 00�o Moro LO(o of (0 r r a W0 a Z H N AVMH91H rn w o v o w cf) (0 0) 0 LO III Ce) MAWINO03S r r p ¢ W 0 133211S p O 2101031100 o co c0 (000 ��N T o� �Mw 0 1V1211Sn(INI T ED w N 2]01031100 M 0 CD r ti v 00 0v2 vCo04 (`iMm N H 0° (6) )42Nd b0 w rn 100H0S 1V 1332l1S c, m c o o p M M> o 1V301430NVHN3 (� Co > O N w 133211SIV001 o uj � co �� a MMQ N OOd U) Q GVO21 SS300V o 620 M M o v 0) (TO cor9 M Q Z 00 00 00 �ZZ �ZZ �ZZ (n J J J L J LL 0 Z J H IL 0 Z J H IL ¢ O w Q w � �0 w0 0 af 0 w 0 3� � p Z o Z U_ 1 O U WN- A1INVNIW043Hd 0 z IL H = U m _ U) Q IL w J o p W U)U Boz mow Of 2_ O �W wU)W W O g� �p 2 � APPROVED BY: 0 A jo'�, :e 06 9 wy 6 0 e O Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION IVIo GEORGE A. JOHNSON, RCE 42328 f°o CA"`` REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 39, 2-90 4-04 1 DA 4-04 4 13,12-97 2 5 11-04 3 6 Z O 00 Z 0 1.- 1110 W2 z U W w O w > p (� p 0l p Z H W WW p U w m W22¢ IL Lu- H IL U) CO }¢ Z Q W �p J N W U Z¢ZD = Qa 2 wool- H > (n O w p=cm0w Q w � z W WI.- a0 p >Ww= W a zz Wpo U Z(n Z�> ¢ LLXWw (0 WXWDZZ ZwU) W HoI.- � (n U UZ�w=a Oao Q EUZJD¢ = W� Q W Q (� W Z Hpw PwwpwW LL Z > W Y H (D OOZ > 0Lu <Wwz¢ I� H 0 I. -(D (D OQU p wQwpJco z w� J ~E W OQ Z �Ci Q WWJ200 Dap w 00¢21-1- I- 1 --of - c- U) w� �OOU ¢ p W QH li Z(n> 2w2 Ow 2Ow((0 O w W U Z W O Z W U ¢p w Qzw 1-p 00- W U�O2ZQ IiWW 2 �wJUIL0 Uwm g ZWQwOW III ZJ 0 (D-Fr(nww a.�Q U (nwU)Wp1- (n0= 0 ¢Opwmg w=U W wi--pzw— a(n(n I- >UZ -I-_j Z Z m ¢- I-- �¢0pU) Lu= =}Z¢Ow Y(nWma 2z(n2�0w (n (n = 1--< ' � HZW�W-zIUipWo r-- Z(DwU)v<W<C) 0- (nU)(n¢wa�¢w�� ¢o=v¢a0Q(nJ(yWw a�~pQl=cgw�¢ZwW2 �C,I-L 0pOm<5 Z¢ww(n�ww�0�wC1 OQ- WILOw¢p¢Ow Awa-0WOLLD_ 2Q2wW COUNTY OF RIVERSIDE ROADWAY DESIGN REQUIREMENTS STANDARD NO. 114 1.75' �L. L NON -SIDEWALK CONC. BARRIER 20' 8' 12' w ' 200 30' 40' -12' w LOCAL STREET BRIDGE 1.75' 22' 10' 12' JLL w 2"/0 f- NON -SIDEWALK CONC. BARRIER ILI -12' 1 2% COLLECTOR STREET BRIDGE NOT TO SCALE ABBREVIATIONS ETW = EDGE OF TRAVELED WAY FL = FLOW LINE 10' SIDEWALK9. J U - CONCRETE BARRIER WITH SIDEWALK 37' 15' SIDEWALK P g I CONCRETE BARRIER WITH SIDEWALK NOTE: 1. BRIDGE TYPE TO BE APPROVED BY THE TRANSPORTATION DEPARTMENT. 2. RAISED SIDEWALK TO BE PROVIDED. NON -SIDEWALK CONCRETE BARRIER TO BE USED ONLY IF APPROVED BY THE DIRECTOR OF TRANSPORTATION. 3. CONCRETE BARRIER SHALL BE TO CALTRANS STANDARDS ORAS APPROVED BY THE DIRECTOR OF TRANSPORTATION. pOF l68,° APPROVED BY: eoF �►. s°��. 6 ° e!7 zm DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TR CIVI PORTATION % E Civi ♦f C p GEORGE A. JOHNSON, RCE 42328 °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 12-97,11-04 1 4 COUNTY OF RIVERSIDE LOCALAND COLLECTOR STREET BRIDGE STANDARD NO. 115 SYMMETRICAL ABOUT 6'55 76'- 55' .. 7' 48' 14' 12' 12' 1 w2% w q ULTIMATE ULTIMATE SECTION 55' m 76' 3' 14' No -0 4' i1-0 12' No dIl 12' 1 MEDIAN REMOVABLE METAL 0 RAILING 270► SIDEWALK U J U - RM/ 21' CONCRETE BARRIER WITH SIDEWALK 21' SIDEWALK R/W p. CONCRETE BARRIER WITH 2 LANES SIDEWALK INTERIM STRIPING LAYOUT (INITIAL PHASE) NOTE: 1. ULTIMATE TYPICAL BRIDGE SECTIONS TO BE CONSISTENT WITH THE APPROACH ROAD SECTION AS APPROVED BY THE TRANSPORTATION DEPARTMENT. 2. BRIDGE TYPE TO BE APPROVED BY THE TRANSPORTATION DEPARTMENT. 3. CURBED MEDIAN TO BE USED ONLY WHEN APPROACHING HIGHWAY HAS A RAISED MEDIAN. MEDIAN WIDTH MAY VARY WITH RAISED CURB. 4. MEDIAN WIDTH SUBJECT TO VARIATION DEPENDING ON INTERSECTION PROXIMITY. 5. RAISED SIDEWALK TO BE PROVIDED. NON -SIDEWALK CONCRETE BARRIER TO BE USED ONLY IF APPROVED BY THE DIRECTOR OF TRANSPORTATION. 6. CONCRETE BARRIER SHALL BE TO CALTRANS STANDARDS OR AS APPROVED BY THE DIRECTOR OF TRANSPORTATION. ABBREVIATIONS ETW = EDGE OF TRAVELED WAY NOT TO SCALE FL = FLOW LINE APPROVED BY: �o`�n.`,°" COUNTY OF RIVERSIDE 6 ° o f9 Zm DATE: 05/01/07 No. CE 12928 � URBAN ARTERIAL .. CIE 8 DIR OR OF TR PORTATIJ''° C°" "' HIGHWAY BRIDGE GEORGE A. JOHNSON, RCE 423232 8 °`°•"`` REVISIONS REV. BY: APR'D DATE REV.BY: APR'D DATE 12-97,11-041 1 4 2 5 STANDARD NO. 116 SYMMETRICAL ABOUT 64' 43' - 9' 34' �Z 14' �12' W 2% _ w q ULTIMATE ULTIMATE SECTION 43' 52' M ►= 21' SIDEWALK ►. 9' 1' J w -7'--12' 0- 1 -4 4' •-1-• 12' 8'� MEDIAN REMOVABLE Z RAE ING - ��0► TALw w 2 LANES INTERIM STRIPING LAYOUT (INITIAL PHASE) RM/ CONCRETE BARRIER WITH SIDEWALK RM/ 21' SIDEWALK --10' ll'- CONCRETE BARRIER WITH SIDEWALK NOTE: 1. ULTIMATE TYPICAL BRIDGE SECTIONS TO BE CONSISTENT WITH THE APPROACH ROAD SECTION AS APPROVED BY THE TRANSPORTATION DEPARTMENT. 2. BRIDGE TYPE TO BE APPROVED BY THE TRANSPORTATION DEPARTMENT. 3. CURBED MEDIAN TO BE USED ONLY WHEN APPROACHING HIGHWAY HAS A RAISED MEDIAN. MEDIAN WIDTH MAY VARY WITH RAISED CURB. 4. MEDIAN WIDTH SUBJECT TO VARIATION DEPENDING ON INTERSECTION PROXIMITY. 5. RAISED SIDEWALK TO BE PROVIDED. NON -SIDEWALK CONCRETE BARRIER TO BE USED ONLY IF APPROVED BY THE DIRECTOR OF TRANSPORTATION. 6. CONCRETE BARRIER SHALL BE TO CALTRANS STANDARDS OR AS APPROVED BY THE DIRECTOR OF TRANSPORTATION. ABBREVIATIONS ETW = EDGE OF TRAVELED WAY FL = FLOW LINE NOT TO SCALE APPROVED BY: COUNTY OF RIVERSIDE 6 ° o O Z m DATE: 05/01/07 No. CE 12928 ARTERIAL Eql. 9a,ae DIR OR OF TR PORTATIJ''° C°" "?' HIGHWAY BRIDGE GEORGE A. JOHNSON, RCE 423232 8 °`°•"`` REVISIONS REV. BY: APR'D DATE REV.BY: APR'D DATE 12-97,11-041 1 4 2 5 STANDARD NO. 117 SYMMETRICAL ABOUT q 59' 6' 32' 12'�� 12' 2% ULTIMATE ULTIMATE SECTION 38' 2' 12'go 1 4' + LANE MEDIAN REMOVABLE Z METAL w w w RAILING 59' 47' 12' LANE 2% iu 7 1 ANFC INTERIM STRIPING LAYOUT (INITIAL PHASE) J U— J U— RM/ -4 21' SIDEWALK 9. 1 CONCRETE BARRIER WITH SIDEWALK 21' SIDEWALK 49'7 71' CONCRETE BARRIER WITH SIDEWALK NOTE: 1. ULTIMATE TYPICAL BRIDGE SECTIONS TO BE CONSISTENT WITH THE APPROACH ROAD SECTION AS APPROVED BY THE TRANSPORTATION DEPARTMENT. 2. BRIDGE TYPE TO BE APPROVED BY THE TRANSPORTATION DEPARTMENT. 3. CURBED MEDIAN TO BE USED ONLY WHEN APPROACHING HIGHWAY HAS A RAISED MEDIAN. MEDIAN WIDTH MAY VARY WITH RAISED CURB. 4. MEDIAN WIDTH SUBJECT TO VARIATION DEPENDING ON INTERSECTION PROXIMITY. 5. RAISED SIDEWALK TO BE PROVIDED. NON -SIDEWALK CONCRETE BARRIER TO BE USED ONLY IF APPROVED BY THE DIRECTOR OF TRANSPORTATION. 6. CONCRETE BARRIER SHALL BE TO CALTRANS STANDARDS OR AS APPROVED BY THE DIRECTOR OF TRANSPORTATION. ABBREVIATIONS ETW = EDGE OF TRAVELED WAY FL = FLOW LINE NOT TO SCALE APPROVED BY: COUNTY OF RIVERSIDE 6 ° o O Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION m r,'s�I+`AeF�� MAJOR GEORGE A.JOH ON, RCE 42328 fp0"""`° HIGHWAY BRIDGE REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 1 4 2 5 STANDARD NO. 118 SYMMETRICAL ABOUT RM/ 1= 50' 64' 32' 18' SIDEWALK 12' 12' 8' 91-1 �11 LL 2% w LL CONCRETE BARRIER WITH SIDEWALK ULTIMATE SECTION q ULTIMATE 32' 41 4' 12' 12' 4' REMOVABLE INTERIM STRIPING LAYOUT METALo ZF RAILING w ��0 ► w 2 LANES (INITIAL PHASE) J LL 18' WALK RM/ CONCRETE BARRIER WITH SIDEWALK NOTE: 1. ULTIMATE TYPICAL BRIDGE SECTIONS TO BE CONSISTENT WITH THE APPROACH ROAD SECTION AS APPROVED BY THE TRANSPORTATION DEPARTMENT. 2. BRIDGE TYPE TO BE APPROVED BY THE TRANSPORTATION DEPARTMENT. 3. RAISED SIDEWALK TO BE PROVIDED. NON -SIDEWALK CONCRETE BARRIER TO BE USED ONLY IF APPROVED BY THE DIRECTOR OF TRANSPORTATION. 4. CONCRETE BARRIER SHALL BE TO CALTRANS STANDARDS OR AS APPROVED BY THE DIRECTOR OF TRANSPORTATION. ABBREVIATIONS ETW = EDGE OF TRAVELED WAY FL = FLOW LINE NOT TO SCALE APPROVED BY: �o`�n.`,°" COUNTY OF RIVERSIDE 6 ° WO O : o O Z m DATE: 05/01/07 NM.3.3192SECONDARY HIGHWAY No. CIE 8 ,A8 DIR OR OF TR PORTATION �,,� °� F:' GEORGE A. JOHNSON, RCE 42328 °""`"° BRIDGE I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I STANDARD NO. 119 TYPE E(4") MOUNTABLE ASPHALT CONCRETE DIKE PER CALTRANS STD. A87. RM/ 30' f 8' I 9- RM/ -�. 30' 44' -� 8' - (NOT TO SCALE) 14' DIKE DETAIL (SEE NOTE #3) (NOT TO SCALE) NOTE: 1. THICKNESS OF A.B. AND A.C. TO BE DETERMINED BY SOIL TEST AT TIME OF GRADING OPERATIONS. 2. MINIMUM THICKNESS FOR A.C. IS 0.25'; FOR AGGREGATE BASE IS 0.50'. 3. TO CONTROL DRAINAGE, PREVENT EROSION OR IF THE ROADWAY GRADIENT IS 6 % OR GREATER, MOUNTABLE AC DIKES SHALL BE REQUIRED. MOUNTABLE AC DIKES AND WIDER PAVEMENT MAY BE REQUIRED FOR SAFETY, DRAINAGE, AND/OR CONTINUITY AS DETERMINED BY THE TRANSPORTATION DEPARTMENT. 4. THIS RURAL ROAD STANDARD SHALL BE APPLICABLE IN THE FOLLOWING AREAS: LAKE MATHEWS COMMUNITY PLAN (CSA 128) AND COUNTY SERVICE AREAS NUMBERED 41, 86, 104, 105, 108, 117, 124, AND 149 OR IF CONDITIONED BY THE TRANSPORTATION DEPT. 5. THE MINIMUM RADII, MAXIMUM GRADE PERCENTAGE, INTERSECTION INTERVALS, AND ALL OTHER DESIGN STANDARDS EXCEPT PAVEMENT WIDTH AND RAN SHALL BE THE SAME AS THOSE FOR A "LOCAL STREET" AS REQUIRED BY ORD. 461, STD. NO. 114. SERVING 21 THROUGH 49 LOTS 1/2 ACRE GROSS MIN. LOT SIZE APPROVED BY:ca`0n.`Jo COUNTY OF RIVERSIDE :e 6, a WO O : o O = m DATE: 05/01/07 No. CE 42328 -08 COLLECTOR DIR OR OF TR PORTATION� '' a: GEORGE A. JOHNSON, RCE 42328 `OOp ��\FRURAL ROAD REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE (SEE NOTE 4) 12-97 1 4 11-04 2 5 STANDARD NO. 136 RM/ 30' 10' I -►F 8' 1'1 2,5% 2.5 RMI .. 30' 40' -�10'- 24' PAVEMENT 8'---m I 2' 12'0/0 1' 2.5%� 2.5% CLASS 2 AGGREGATE BASE -COMPACTED SUBGRADE (NOT TO SCALE) NOTE: 1. THICKNESS OF A.B. AND A.C. TO BE DETERMINED BY SOIL TEST AT TIME OF GRADING OPERATIONS. 2. MINIMUM THICKNESS FOR A.C. IS 0.25'; FOR AGGREGATE BASE IS 0.50'. 3. TO CONTROL DRAINAGE, PREVENT EROSION OR IF THE ROADWAY GRADIENT IS 6 % OR GREATER, MOUNTABLE AC DIKES SHALL BE REQUIRED. MOUNTABLE AC DIKES AND WIDER PAVEMENT MAY BE REQUIRED FOR SAFETY, DRAINAGE, AND/OR CONTINUITY AS DETERMINED BY THE TRANSPORTATION DEPARTMENT. 4. THIS RURAL ROAD STANDARD SHALL BE APPLICABLE IN THE FOLLOWING AREAS: LAKE MATHEWS COMMUNITY PLAN (CSA 128) AND COUNTY SERVICE AREAS NUMBERED 41, 86, 104, 105, 108, 117, 124, AND 149. 5. THE MINIMUM RADII, MAXIMUM GRADE PERCENTAGE, INTERSECTION INTERVALS, AND ALL OTHER DESIGN STANDARDS EXCEPT PAVEMENT WIDTH AND RMI SHALL BE THE SAME AS THOSE FOR A "LOCAL STREET" AS REQUIRED BY ORD. 461, STD. NO. 114. SERVING 20 OR FEWER LOTS 2 ACRE GROSS MIN. LOT SIZE APPROVED BY:ca`0n.`Jo COUNTY OF RIVERSIDE :e 6, Cy °~ a WO O : o O = m DATE: 05/01/07 No. CE 42328 -08 RESIDENTIAL DIR OR OF TR PORTATION� '' a: GEORGE A. JOHNSON, RCE 42328 `OOp ��\F� RURAL ROAD REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE (SEE NOTE 4) 12-97 1 4 11-04 2 5 STANDARD NO. 138 RM/ 27 �o 1' 12' \� 2.5% TYPE E(4")� MOUNTABLE ASPHALT CONCRETE DIKE DETAIL DIKE PERCALTRAN SEE NOTE #3) STD. A87.S- (NOT TO SCALE) NOTE: 1. THICKNESS OF A.B. AND A.C. TO BE DETERMINED BY SOIL TEST AT TIME OF GRADING OPERATIONS. 2. MINIMUM THICKNESS FOR A.C. IS 0.25'; FOR AGGREGATE BASE IS 0.50'. 3. TO CONTROL DRAINAGE, PREVENT EROSION OR IF THE ROADWAY GRADIENT IS 6 % OR GREATER, MOUNTABLE AC DIKES SHALL BE REQUIRED. MOUNTABLE AC DIKES AND WIDER PAVEMENT MAY BE REQUIRED FOR SAFETY, DRAINAGE, AND/OR CONTINUITY AS DETERMINED BY THE TRANSPORTATION DEPARTMENT. 4. THIS RURAL ROAD STANDARD SHALL BE APPLICABLE IN THE FOLLOWING AREAS: LAKE MATHEWS COMMUNITY PLAN (CSA 128) AND COUNTY SERVICE AREAS NUMBERED 41, 86, 104, 105, 108, 117, 124, AND 149. 5. THE MINIMUM RADII, MAXIMUM GRADE PERCENTAGE, INTERSECTION INTERVALS, AND ALL OTHER DESIGN STANDARDS EXCEPT PAVEMENT WIDTH AND RMI SHALL BE THE SAME AS THOSE FOR A "LOCAL STREET" AS REQUIRED BY ORD. 461, STD. NO. 114. SERVING 20 OR FEWER LOTS 2 ACRE GROSS MIN. LOT SIZE APPROVED BY:ca`0n.`Jo COUNTY OF RIVERSIDE :e 6, Cy °~ a WO O : o O = m DATE: 05/01/07 No. CE 42328 -08 RESIDENTIAL DIR OR OF TR PORTATION� '' a: GEORGE A. JOHNSON, RCE 42328 `OOp ��\F� RURAL ROAD REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE (SEE NOTE 4) 12-97 1 4 11-04 2 5 STANDARD NO. 138 R 3/8" ROADBED WIDTH TO THIS POINT 6 1 1/2" SURFACING 0.50 R 1" 2% TC 24" 0.16 6" CURB FACE 3/81EP D D 1 1/2" D D R 3/4" D D pp -------------- 0.13 121/2" Z� FL - ZA' 0 0 r 6" D D D D D D D D D D D D D D D D D D D LEVEL LINE 2" 31 1/2" CLASS "B" CONCRETE 1.601 CU. FT. / L.F. 1 CU. YD. = 16.86 L.F. ABBREVIATIONS: TC = TOP OF CURB FL = FLOWLINE EG = EDGE OF GUTTER EP = EDGE OF PAVEMENT pOF l88,° APPROVED BY: �►. °'�. 6 ° e!7 zm DATE: 05/01/07 No. CE 12928454.7 A 1 DIR OR OF TRO§PORTATION % EM9a,�9 1f CIVIC p GEORGE A. JOHNSON, RCE 42328 °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,9-88 1 4 2-90,11-0411 2 1 5 COUNTY OF RIVERSIDE TYPE A-6 CURB STANDARD NO. 200 R 3/8" 6" 2" R 1" 0.67 TC 2% - ROADBED WIDTH TO THIS POINT SURFACING 24" 8" CURB FACE D 1 1/2" R 3/4" D -- 141/2" '" - 0 D D D D D D D D D D D 32" CLASS "B" CONCRETE 1.73 CU. FT. / L.F. 1 CU. YD. = 15.60 L.F. 0.16 EP 3/8" if D '0.13 Z� EG' D D D D D LEVEL LINE ABBREVIATIONS: TC = TOP OF CURB FL = FLOWLINE EG = EDGE OF GUTTER EP = EDGE OF PAVEMENT APPROVED BY: 4ec�o� a. �oyy Py a W� O : o (� Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION �� t CMI pt GEORGE A. JOHNSON, RCE 42328 °°`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,9-88 1 4 2-90,11-04 2 5 COUNTY OF RIVERSIDE TYPE A-8 CURB STANDARD NO. 201 Q 2'-2" 6" R 1" w z J 0 Q Z H Lu of m of U V-7 3/16 " ROADBED WIDTH TO THIS POINT 11 911 w Z J H d' w Z TOP OF CURB 1 R1 D ° ° 3" ° ° 4" 10" o D o : D ° p (MIN.) ° 7'( IN.) . ° 1'-611 ° v v ° ° CLASS "B" CONCRETE 1.418 CU FT. / L.F. 1 CU. YD. = 19.05 L.F. APPROVED BY: "?*of Ill � ►.. so'`�. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TR CIVI PORTATION % E clvl ♦f C p GEORGE A. JOHNSON, RCE 42328 °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 2-71,3-82 1 4 2-90,11-0411 2 5 1" r- SURFACING COUNTY OF RIVERSIDE TYPE "C" CURB STANDARD NO. 202 6" R 3/4" R 3/4" 1 2% 2" ROADBED WIDTH TO THIS POINT — EPDXY ADHESIVE SURFACE CLASS "B" CONCRETE 0.391 CU FT. / L.F. 1 CU. YD. = 69.05 L.F. APPROVED BY:4ec�oO n. Joyy , a W� O : o (� Z m DATE: 05/01/07 M. CE 12928 DIR OR OF TR PORTATION1 GEORGE A. JOHNSON, RCE 42328 C. t" REVISIONS REV. I BY: I APR'D DATE REV. BY: APR'D DATE 8-77,2-90 h 1 I 1 4 11-04 h 2 1 15 COUNTY OF RIVERSIDE TYPE "D-1" CURB FOR EXISTING PAVEMENT STANDARD NO. 203 ROADBED WIDTH TO THIS POINT 6" 2" R 3/4" R 3/4 2% -mo- ° D 8" CURB FACE ° (UNLESS OTHERWISE ° SPECIFIED) v 16" ° v v v v v v ° . o v 101, CLASS "B" CONCRETE 0.888 CU FT. / L.F. 1 CU. YD. = 30.41 L.F. !! APPROVED BY: eo`R°Fe,° � ►.. so'`�. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TR CIVI PORTATION % E Civi ♦f C p GEORGE A. JOHNSON, RCE 42328 °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,2-90 1 4 11-04 2 5 A.C. PAVEMENT COUNTY OF RIVERSIDE TYPE "D" CURB STANDARD NO. 204 TYPICAL PLAN VIEW TOP OF FILLER 1/4" BELOW SURFACE R 1 /4" R 1/4' °° o v v PREMOLDED oEXPANSION ° JOINT FILLER 1/2" SECTION "A -A" I=YDAAIQInKI InIAIT EXPANSION JOINTS TO BE INSTALLED AT ALL B.C.'S, E.C.'S, CURB RETURNS, AND STRUCTURES. 3/16" 1 1/2 " Vv ° v v ° v v v SECTION "B -B" WEAKENED PLANE JOINT 10' INTERVAL BETWEEN TRANSVERSE JOINTS MAY BE VARIED TO ALLOW MATCHING OF JOINTS IN ADJACENT EXISTING INMPROVEMENTS. !! APPROVED BY: eo`R°Fe,° � ►.. so'`�. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 42928 4 DI REO OR OF TRO§PORTATION % C,v,�F�' GEORGE A. JOHNSON, RCE 42328 f` °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,4-90 1 4 11-04 2 5 COUNTY OF RIVERSIDE CURB AND GUTTER JOINTS STANDARD NO. 205 (NOT APPLICABLE TO INTERIM DIKE LOCATION.) - w > RNV - > w -- - a' o W p p J p W Z (� = W W ~ w W O¢ p O O 2 Q H W O (9 0 p > a0 O w STRAIGHT GRADE w Z O a' w i w v O p G. ¢ W N PG��GPG��GN G. � wo (� (n 9v QPM � _ a J RESIDENTIAL 12' MIN. 30' MAX. �� 3' ►I2► MIN. ASPHALTIC CONCRETE DRIVEWAY APPROACH WITH A.C. DIKE NOTES: 1. ALL CONSTRUCTION SHALL BE w; 2-1/2" MIN. THICKNESS ASPHALTIC CONCRETE ON 4" MIN. THICKNESS ogPV� ED CLASS 2 OR CLASS 3 BASE, OR J �Q�IR 3-1/2" THICKNESS A.C. ON NATIVE � SOIL. �� , TR oo.� - 2. 20' OF FULL HEIGHT DIKE REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY UNLESS OTHERWISE PERMITTED. EXIS NOT TO SCALE pOF 188,0 APPROVED BY: t,F E n. Jo" 4e QO y wy a WO O : o O = m DATE: 11/15/04 No. CE 42328 DIR OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77,5-80 1 4 3-82,2-90 2 5 12-97,11-04 3 6 COUNTY OF RIVERSIDE RESIDENTIAL DRIVEWAY WITH A.C. DIKE STANDARD NO. 206 - - RM -- -I- -- -- ; >� W p W p Z Z J J W ¢ w WEAKENED PLANE w Z N O Q U = w JOINT AT 5' INTERVALS p a_� O Op w O O O Z =U LU — — F- Uz0w wQ- W w O W Ua¢ (7 W W 2 J U 2¢U _ U U _ ¢ �° O 0)LD MQw 0 z 0 0 C9, Cr F- U U z>Z L3 mow 3'.1.RESIDENTIAL 12' MIN. 30' MAX. 3' 12' I m MIN. I CONCRETE DRIVEWAY APPROACH WITH A.C. DIKE (NOT APPLICABLE TO INTERIM DIKE LOCATION.) - w > RNV - > w -- - a' o W p p J p W Z (� = W W ~ w W O¢ p O O 2 Q H W O (9 0 p > a0 O w STRAIGHT GRADE w Z O a' w i w v O p G. ¢ W N PG��GPG��GN G. � wo (� (n 9v QPM � _ a J RESIDENTIAL 12' MIN. 30' MAX. �� 3' ►I2► MIN. ASPHALTIC CONCRETE DRIVEWAY APPROACH WITH A.C. DIKE NOTES: 1. ALL CONSTRUCTION SHALL BE w; 2-1/2" MIN. THICKNESS ASPHALTIC CONCRETE ON 4" MIN. THICKNESS ogPV� ED CLASS 2 OR CLASS 3 BASE, OR J �Q�IR 3-1/2" THICKNESS A.C. ON NATIVE � SOIL. �� , TR oo.� - 2. 20' OF FULL HEIGHT DIKE REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY UNLESS OTHERWISE PERMITTED. EXIS NOT TO SCALE pOF 188,0 APPROVED BY: t,F E n. Jo" 4e QO y wy a WO O : o O = m DATE: 11/15/04 No. CE 42328 DIR OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77,5-80 1 4 3-82,2-90 2 5 12-97,11-04 3 6 COUNTY OF RIVERSIDE RESIDENTIAL DRIVEWAY WITH A.C. DIKE STANDARD NO. 206 RESIDENTIAL 12' MIN. 30' MAX. z� A f..-1 U wp /J�z Q IT I /)wIll WEAKENED PLANE z W W JOINTS AT 5 w J w O RM INTERVALS U U) zLu z RNV d OC Z w 4' > 1 4' w 7, = M vi w G/B ` o u_ I `�� Q �� p •� II p Q 2% 4` F Q IIN NII N � O LL z o ..T z OUO w "—FLC IW LINE Zo F. L. co F p SEE - p J 4, 4, 21 DETAIL 1 o LL. M "A" -p MIN. U U W U)zz 4' 4' � >- w www SECTION "B -B" B C m w cry o _ �Nw awl=s o� coUH o O w Ozw U) > N T.C. Lu o F.L. X=0 4' w u) o NOTES: DETAIL 1 1. ALL CONSTRUCTION SHALL BE CLASS "3" CONCRETE. 2. 20' OF FULL -HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRONTAGE. 3. USE 6 MIL PLASTIC SHEETINGWHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). 4. CONSTRUCT THE PROFILE GRADE OF THE PRIVATE ON-SITE DRIVEWAY SO THAT IT PROVIDES SMOOTH VEHICLE ACCESS OVER THE DRIVE APPROACH. J � / SIDFg NO. 213 FOR ITIAL DRIVEWAY NOT TO SCALE WITH SIDEWALK AT RNV APPROVED BY: 4. COUNTY OF RIVERSIDE e,�oeP'.`JO p by v o ec7 zm DATE: 11/15/04 No. CE+8 oy, sa, ae k RESIDENTIAL DRIVEWAY crv�� F?' GEORGE A.OJOHNSON, RCE 2130 8rife �f CIF� WITH SIDEWALK AT CURB REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,8-77 11 04 1 4 STANDARD NO. 207 5-80,2-82 2 5 2-90,12-97 3 6 IF MEDIAN IS PROPOSED, cli APPROVAL IS REQUIRED BY w 4' MAXIMUM THE TRANSPORTATION - —o DEPARTMENT AND THE = Z i 20' 20' u-FIREFIRE DEPARTMENT. w o w Y U N ' ' cn MINIMUM MINIMUM w< Lo J i Q mm Z ;I. w Q - � _ o MEDIAN DETAIL a�� '-�� z co w u- � O T a N 54' MIN. ��- �;° 00 U = 110' MAX. 1,, w 140' MAX.* cl o zw fn w 2 24' MINIMUM wz 40' MAXIMUM i E.C.R. zw <<–`' i –ow i� - - - - - - -900 (TYP.) Q �!i. 1 �� GRADE BREAK R" R = 15' MIN. Fow TO 35' MAX.; Q Q Qo°z RAN-- -- -- -- A�-I -- - -- CMAYBE50' a� RM aww - ol OR SERVICE �mw 4" P.C.C. ; c\v/ ENTRANCES �Nu; SIDEWALK ONLY). co (9 1/2" EXPANSION ZFw JOINT (TYP.) Fwz 0" C.F. 0.. C.F. wain 6' OR PER PLAN SCORE LINE ASI 1" LIP (MAX.) B.C.R. (SEE NOTE #3) PLAN VIEW BROOM FINISH ENTIRE APPROACH 1/2" EXPANSION(PARALLEL WITH FLOW LINE). JOINT (TYP.) ��I�E� 1/2" EXPANSION a - s JOINT (TYP.). 6 STANDARD CURB & GUTTER P� ISE V�PY0.. C.F. OQ�Q ° - SEE NOTE #2 �1" LIP (MAX.) NOTE: 1. DRIVEWAY APPROACH SHALL BE 8" P.C.C. �\ CLASS "2" CONCRETE. 2. RELATIVE COMPACTION OF SUBGRADE SEE NOTE #2 -- --- -.I — ;i n /� UNDER DRIVEWAY APPROACH SHALL �' BE 95% (MIN.). V 3. APPROACHES SHALL BE SCORED 1 1/2" DEEP AT CENTER OF APPROACH. ALL FI -�—_ P11^OTHER SCORE LINES SHALL BE 10'- 0" (MAX). O.C. cilu I 4. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENTARE NOT TO SCALE REQUIREDSSEEIAL SPECIIFICATIONSO(S(SECTION 16.04). APPROVED BY: ca` O P.. Jo 4, COUNTY OF RIVERSIDE 6 0 a WO O : o O Z m 454.7 �DATE: 11/15/04 No. CE 12928 COMMERCIAL DRIVEWAY Ey,.9a,ae � DI REO OR OF TR PORTATION %, o,v,'' GEORGE A. JOHNSON, RCE 42328 a°,C.0 - (WITH SIDEWALK AT CURB) REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 11-04 1 1 4 2 5 STANDARD NO. 207A (1 OF 2) ce) W LL lL IF MEDIAN IS PROPOSED, v APPROVAL IS REQUIRED BY H 4' MAXIMUM THE TRANSPORTATION O DEPARTMENT AND THE ' "- z LL LL FIRE DEPARTMENT. > w U 20' 20' U _ N F w MINIMUM MINIMUM I �Q MEDIAN DETAIL 54' MIN. - 110' MAX. - 140' MAX.* 24' MINIMUM 40' MAXIMUM R* RN/ SIDEWALKA C4 A 1 0" C. F. GRADE BREAK -- - - SCORE LINE (SEE NOTE #3) A�JPLAN VIEW 1/2" EXPANSION JOINT (TYP.) �� ISE VVA4 T%, 0" C.F. RI6'Hf- w i FI� Q ¢Q LuLL E o Fz z m� o — il. co a ---v * (* MAY BE 50' 'R FOR SERVICE Q U w ~zo �o C�" W W W no - ONLY). --�--- Kw j E.C.R. 90 (TYP.) V) C14 - LU R = 15'M Oil Qa j ow = air? TO 35' MAX.; > il. co a ---v * (* MAY BE 50' 'R FOR SERVICE Q U w ~zo ENTRANCES _ oz g - ONLY). --�--- Q¢ RNV awW 0" C. F. \< tF_j ^' NOT TO SCALE co C7 F W 1/2" EXPANSION zCK Z�� DINT (TYP.) �=o co U `1" LIP (MAX.) B.C.R. BROOM FINISH ENTIRE APPROACH (PARALLEL WITH FLOW LINE). -STANDARD CURB & GUTTER �WII� SEE NOTE #2 �1" LIP (MAX.) 1. DRIVEWAY APPROACH SHALL BE 8" P.C.C. CLASS "2" CONCRETE. 2. RELATIVE COMPACTION OF SUBGRADE UNDER DRIVEWAY APPROACH SHALL BE 95% (MIN.). 3. APPROACHES SHALL BE SCORED 1 1/2" DEEP AT CENTER OF APPROACH. ALL OTHER SCORE LINES SHALL BE 10'- 0" (MAX). O.C. 4. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). APPROVED BY: A. Jo 4, COUNTY OF RIVERSIDE 6 ° a WO O : o O Z m DATE: 11/15/04 M. CE 12928 COMMERCIAL DRIVEWAY a DIR OR OF TR PORTATION ,, �� GEORGE A. JOHNSON, RCE 42328 `°"""`°F (WITH SIDEWALK AT R/W) REVISIONS REV. BY: APR'D DATEREV. BY: APR'D DATE 11-04 1 1 4 STANDARD NO. 207A (2 OF 2) EDGE OF DRIVEWAY w 0 LL O III O 0 w RIGHT OF WAY TOP OF CURB CURBFACE GUTTER 150' (MIN.) (COMMERCIAL/ INDUSTRIAL) FL RESIDENTIAL ONLY: NO PORTION OF ANY DRIVEWAY SHALL BE PERMITTED WITHIN 5' OF THE POINTS OF CURVATURE. COMMERCIAL / INDUSTRIAL: NO PORTION OF ANY DRIVEWAY SHALL BE PERMITTED WITHIN 150' OF THE FLOWLINE OF AN INTERSECTING STREET OR AS APPROVED BY THE DIRECTOR OF TRANSPORTATION. NOT TO SCALE F EBg, APPROVED BY: .to A. J4Py ° a W� O o (� Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION ♦f CIVIC p GEORGE A. JOHNSON, RCE 42328 °°`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77,0-88 1 4 11-04 2 5 COUNTY OF RIVERSIDE DRIVEWAY LOCATIONS AT INTERSECTION CURB RETURNS STANDARD NO. 208 p H Lo W N 0 W p Q U Zw Q w �U) W Q H i- ciZ Z a w v L� �J rn U) � U z � W \ a W w RIGHT OFWAY� \ m W a OWo J \ a w Z a aaOf cfl g � a O a r <ZZ a Q iQ O w 200 (D JHU - _ d W <w Of N zw Q Q O �W� Z Y a W � C7 p cn Q w -,< w m p O_m U U UN ?OO O 0 Hp w w CO_j a UZ H F- 0 Ow aaW -00 U - of m Z Z o Z m W W W F- O ON OZ=ao_ C9 W Z§ w 0 Co) U O cn cn W OU Q �i r m O CD o� Q= Cl -(-),J— (1) \6 19 za _ (n p w j LL m `- 0 w �w F- p0� -jw mw J H U U Ow O U M� QoZ =w )w Z C9 HZ pv0 WZ z aZZJ W0 U p OW p a pd Z ao �_w W() aU 0w z g J H'q U)0 Ha LL wm w OT p._ - typ c �_ =) I- w(Av (D(n p D- t0 00 iO Q Z_ z �� aJo �W U 0 F- Zm a U)z �cn pU w uy u1 O� W W W 00 0- O-�H pU �_ J m cn �p 2 Z O Z mw Z(p')� QH a z H a ch \ a 3 W Op 0o (n w �z gw� wv RIGHT OF WAY / Q co w m z p ZU)w OW W ZN �� p Z w WUU a� o O U ~ W 0 Z LL ��Z w00 (AH Q OW H � Wpa YH N w LL w w w U m awm >>?H 00 U 0 ZOW MND >Z z1--MO OF- - U ZUpd U p ( (D Q Za w0a �gc� �� F- w z w w wW wU) �Q� °F- w W D- O g J� wOZ 004W TO U a U U m0 3:0-0 0*0 HU 00000 O N M CO) 00 APPROVED BY: ,."Of A jCOUNTY OF RIVERSIDE 6 ° a WO O : o O Z m DATE: 05/01/07 No. CE 12928 CROSS GUTTER Eql. 9a,as DI REWI OR OF TR PORTATION � GEORGE A. JOHNSON, RCE 42328 °""`"° (LAYOUT) REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 11-77,8-82 1 4 9-88,2-90 2 5 STANDARD NO. 209 (1 OF 2) 11-04 3 6 ED o �� 10 I� 6" MIN. / RI •0 S T z_ w U U) w �0- .. co W U U � m w Q z O w a a o.00. a o U �N i U W O I-' F- U �` (n W w z � O J Q D- U W U z W W�> > Zo U Z J O z 0 � O w z U U �; '>j= o \ Q J gLO O z � U O w z o 'o w C7 =9 Q ?oo Q w U � QO w =H Q LL 2 OU O U U) U / 0 H UU Q U g z �z 0 d mV L U aLL �i W U w �:U 6" MIN. Z r APPROVED BY: O14.$JO— 4a COUNTY OF RIVERSIDE .e 0� Cy a WO O : o O Z DATE: 05/01/07 No. CE 42328 CROSS GUTTER s o o. 3-S,-oa DIR OR OF TR PORTATION c1°" "?' (TYPICAL SECTION) GEORGE A. JOHNSON, RCE 42328 F� REVISIONS REV. BY: APR'D DATE REV. BY: APR'D I DATE 8-71,9-88 1 4 >--90,12-97 2 5 STANDARD NO. 209 (2 OF 2) 11-04 3 6 RADIUS 25' OR 35' STD. 805 B--- \ TYPE "A-6" OR "A-8" CURB y 45° 4' 8' KEY JOINT KE JOINT _\ A7�A I I 45 8' v �' 14 5' I ►A Af I DI AAI \/IC\A/ EXTEND 6 MIL PLASTIC SHEETING 2' BEYOND CONCRETE. SEE NOTE 2. 1.0 4' " Z-SURFACING 3/8 2" ABOVE FL _ LEVEL LINEn�lu—_j RADIUS 25' OR 35' STD. 805 TYPE "A-6" OR "A-8" CURB -1 EXTEND 6 MIL PLASTIC SHEETING 2' BEYOND CONCRETE. SEE NOTE 2. 8' ABOVE FL 3/8 LEVEL LINE 1RT•) 8" CLASS "A" CONCRETE . o . . CROSS GUTTER (SECTION A -N 8' VARIABLE 2' TYPE "A-6" OR -SURF CING "A-8" CURB 3/8 " 4" ABOVE FL J LEVEL LINE LT. '" �O IVIIIV. l71'[/i VaCL VR DAJC IVIA I CRIAL _ � . ` \/A\ A\\\/l\\\VT\"In I I"^.. . . . . \/A\ V/\` EXTEND 6 MIL PLASTIC SPANDREL (SECTION B -B 6 MIL PLASTIC SHEETING ZBEYOND CONCRETE. SEE NOTE 2. 1 1%2" : 3,11 SHEETING. SEE NOTE #2. 8" (MIN.) ` 1 1/2" NOT TO SCALE NOTE: KEY JOINT (SECTION 1. THIS CROSS GUTTER STANDARD TO BE CONSTRUCTED IN AREAS WHERE STREET GUTTERS HAVE CONSTANT OR FREQUENT FLOWS FROM LANDSCAPED PARKWAYS AND MEDIANS, GOLF COURSE, AND AGRICULTURAL RUNOFF OR WHEN GRADIENT IS LESS THAN 0.8%. 2. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). APPROVED BY:eeoo�—`.o`��P COUNTY OF RIVERSIDE p by v ec7 z - DATE: 05/01/07 1b. CE , CROSS GUTTER sa,-ae DI REO OR OF TR PORTATION `'+fe c"I IVI a+� GEORGE A. JOHNSON, RCE 42328 "`" WITH SPLASH AREA REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 11-04 1 4 2 5 STANDARD NO. 210 TYPE "C" TYPE "A-6" OR CURB 10 MIN. TRANSITION LENGTH "A-8" CURB BACK OF CURB ---------- ROLL SECTION --- -000- FLAT SECTION EXPANSION JOINT - F— TYPE "A-6" OR CLASS "B" CONCRETE 1 MAINTAIN GUTTER GRADIENT ISOMETRIC VIEW NOT TO SCALE APPROVED BY: .,Of O P.. JO COUNTY OF RIVERSIDE .e 0� �'S' 6 ° a WO O : o O Z m DATE: 05/01/07 No. CE 12928 ,� E.m CURB TRANSITION DIR OR OF TR PORTATION °jyj� GEORGE A. JOHNSON, RCE 42328 °°`C.L REVISIONS REV. 1 BY: I APR'D DATE REV. BY: APR'D DATE 8-24-71, 6-82 1 I 1 4 STANDARD NO. 211 0.33' 0.42' 2% TariviallaT Ut 0.33' ROADBED WIDTH TO THIS POINT 8" A.C. DIKE NOT TO SCALE NOTE: A.C. DIKE REQUIRED WHERE FILL SLOPES ARE STEEPER THAN 4:1, MATERIAL IS SUSCEPTIBLE TO EROSION, OR WHERE ROADWAY GRADIENT EXCEEDS 3%. APPROVED BY: 4e �O y Py 'y m ec7 zm DATE: 05/01/07 No. CE 12928 k DIR OR OF TR PORTATION % ,v,lF.' GEORGE A. JOHNSON, RCE 42328 f°°`°•"`° REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE ASPHALT CONCRETE DIKES STANDARD NO. 212 Z LL OW Lu 2 WEAKENED PLANE O Do JOINT AT U INTERVALS RNV w A RNV mw oW w �(9 W W aw v) _ m� Q N GRADE BREAK LL Ow 0o w 2' 1 3' MIN. WHEN NO SIDEWALK EXISTS OR IS NOT REQUIRED A-4111 -j RESIDENTIAL 12' MIN. 30' MAX. E� r w Z J H O 2' MIN. WITH SIDEWALK .QTR M PRA U_ W :zO z Z J> -w aww Jm(n 04 uj toCDH ozw U Z X20 wcl)U NOTES: NOT TO SCALE 1. ALL CONSTRUCTION SHALL BE CLASS "B" CONCRETE. 2. 20' OF FULL -HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRONTAGE. 3. ROOT BARRIERS ARE REQUIRED FOR ANY TREES PLANTED WITHIN THE STREET RIGHT OF WAY. 4. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). 5. 8" CURB FACE NOT ALLOWED. APPROVED BY: e,�oe�`�o`�.P COUNTY OF RIVERSIDE p y9' m o ec7 Z. DATE: 05/01/07 No. CE 4=8 RESIDENTIAL DRIVEWAY DI REO OR OF TR PORTATI°jA F?' WITH SIDEWALK AT RM GEORGE A. JOHNSON, RCE 423232 8 °'°•"`° REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I STANDARD NO. 213 W. L17 D cc (D LL o 0 . 2' 1 3' MIN. WHEN NO SIDEWALK EXISTS OR IS NOT REQUIRED A-4111 -j RESIDENTIAL 12' MIN. 30' MAX. E� r w Z J H O 2' MIN. WITH SIDEWALK .QTR M PRA U_ W :zO z Z J> -w aww Jm(n 04 uj toCDH ozw U Z X20 wcl)U NOTES: NOT TO SCALE 1. ALL CONSTRUCTION SHALL BE CLASS "B" CONCRETE. 2. 20' OF FULL -HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRONTAGE. 3. ROOT BARRIERS ARE REQUIRED FOR ANY TREES PLANTED WITHIN THE STREET RIGHT OF WAY. 4. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). 5. 8" CURB FACE NOT ALLOWED. APPROVED BY: e,�oe�`�o`�.P COUNTY OF RIVERSIDE p y9' m o ec7 Z. DATE: 05/01/07 No. CE 4=8 RESIDENTIAL DRIVEWAY DI REO OR OF TR PORTATI°jA F?' WITH SIDEWALK AT RM GEORGE A. JOHNSON, RCE 423232 8 °'°•"`° REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I STANDARD NO. 213 FRAME 23 3/4" 2„ 2" OPENING �3„ EXCEPT FOR REINFORCING BAR SHOWN ADJACENT TO Q� FRAME, REINFORCE TOP SLAB T fF -i WITH NO. 4 BARS SPACED 6" C-C.t= - -nn i ifl ANCHOR 2" CLEARANCE (TYP) R=4" -- CURB DEPRESSION BACK OF CURB 1 1/2" OR AS NOTED FLS L- -FL -�- 6' MIN. GUTTER �� 4'-0" MIN. OPENING \ .0 GUTTER Q' O OPENING TO BE SPECIFIED co �P ON IMPROVEMENT PLAN. EXPANSION JOINT o SEE NOTES ON SHEET 2. EXPANSION JOINT v SEE STD. 311 FOR GUTTER DEPRESSION ¢ ►, 1'-6" NORMAL GUTTER TYP. FLOWLINE ELEVATION rSEE STD. NO. 304 FOR DETAIL OF OPENING BASIN INLET I FLOWLINE ELEVATION 6'-0" 6" THICK AKRON d = NO. 4 BARS @ 18" C-C \w 4„ �d..` , MIN. 3" EMBEDMENT CONSTRUCTION JOINT 1/2" CLEAR TYPICAL R=3" 1/2" PER V -6 MIL _ PLASTIC coo SHEETING. SEE NOTE EXTEND 6 MIL PLASTIC T 3' T SHEETING 2' BEYOND SECTION A-A NO. 4 BARS @ 18" C-C CONCRETE. SEE NOTE 12.A WALLS AND FLOOR CATCH BASIN SHALL BE CLASS "A" P.C.C. NOT TO SCALE 'STOP OF CATCH BASIN TO BE POURED MONOLITHIC WITH SIDEWALK, 6 FT. APPROVED BY: COUNTY OF RIVERSIDE 6 O : ° e WO o O Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION a E9''"' CURB INLET �t CMI pt GEORGE A. JOHNSON, RCE 42328 a°""`"° CATCH BASIN REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,0-88 1 4 4-90,11-04 2 5 STANDARD NO. 300 (1 OF 2) PARKWAY COVER & FRAME STD. NO. 608. 1. CONNECTION PIPES MAY BE PLACED ANY POSITION AROUND THE WALLS, PROVIDED THEY POINT IN THE PROPER DIRECTION AND THE POSITION IS OTHERWISE CONSISTENT WITH THE IMPROVE- MENT PLAN. 2. CURVATURE OF THE LIP AND SIDEWALLS AT GUTTER OPENING SHALL BE FORMED BY CURVED FORMS AND SHALL NOT BE MADE BY PLASTERING. 3. DIMENSIONS: T = 6" IF H IS 8 FEET OR LESS. T = 8" IF H IS GREATER THAN 8 FEET AND LESS THAN 20 FEET. H = 3 FEET 6 INCHES, UNLESS OTHERWISE SPECIFIED. 4. FLOOR OF BASIN SHALL BE GIVEN A STEEL - TROWELLED FINISH. 5. MANHOLE SHALL BE PLACED AS SHOWN ON STANDARD NO. 300, UNLESS NOTED DIFFERENTLY ON IMPROVEMENT PLANS. 6. OUTLET PIPE SHALL BE TRIMMED TO THE FINAL SHAPE AND LENGTH BEFORE CONCRETE IS POURED. 7. OPENING SHALL BE 4'-0" (MINIMUM) UNLESS OTHERWISE SPECIFIED. 8. REINFORCING STEEL SHALL BE NO. 4 ROUND DEFORMED BARS IN TOP SLAB, AT 18" CENTERS IN THE SIDES AND FLOOR OF THE BOX. 9. 3/4 INCH PLAIN ROUND GALVANIZED STEEL STEPS (ALHAMBRA FDY. A-3320 OR EQUAL) ARE RE- QUIRED AS FOLLOWS: IF H IS 3.5 FEET OR LESS, NO STEPS ARE REQUIRED. IF H IS MORE THAN 3.5 FEET, AND NOT MORE THAN 5 FEET, INSTALL 1 STEP 16" ABOVE FLOOR OF THE BASIN. IF H IS MORE THAN 5 FEET, INSTALL STEPS 12 INCHES APART, WITH THE TOP STEP 6 INCHES BELOW THE SURFACE OF THE BASIN. ALL STEPS SHALL BE 4 INCHES FROM THE WALL, EXCEPT THE TOP STEP, WHICH SHALL BE 2 1/2 INCHES (CLEAR) FROM THE WALL, AND ANCHORED NOT LESS THAN 5 INCHES INTO THE WALL OF THE BASIN. 10. SURFACE OF ALL EXPOSED CONCRETE IN BASIN SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH AND SCORING TO EXISTING OR PROPOSED CURB AND WALL ADJACENT TO THE BASIN. 11. CONCRETE SHALL BE CLASS "A" WHEN THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF A PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH A SIDEWALK. THE TOP OF THE BASIN SHALL BE POURED MONOLITHIC WITH THE SIDEWALK, USING CLASS"A" CONCRETE IN THE SIDEWALK AND THE TOP OF THE CATCH BASIN PER SIDEWALK STANDARDS. 12. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). APPROVED BY: ...I * :e 0� 9 wy 6 ° o O Z m DATE: 05/01/07 M. CE 12928 DIRE01OR OF TR PORTATION� ♦f CIVIC p GEORGE A. JOHNSON, RCE 42328 °°`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE &24-711 4 11-04 2 5 COUNTY OF RIVERSIDE CURB INLET CATCH BASIN (SPECS) STANDARD NO. 300 (2 OF 2) FILTER MOUNTING SUPPORT BRACKET FRAME v ' EXPANSION BOLT FILTER LINER & SUPPORT BASKET DETAIL A MOUNTING BRACKET & EXPANSION BOLTS SEE NOTE 4 NOTE: 1. FILTER INSERTS SHALL BE INSTALLED ACROSS THE ENTIRE WIDTH OF THE CURB OPENING, NO GAPS ALONG CURB OPENING SHALL BE PERMITTED. 2. FILTER SUPPORT FRAME SHALL BE CONSTRUCTED FROM STAINLESS STEEL TYPE 304. 3. FILTER LINER SHALL BE CONSTRUCTED FROM DURABLE POLYPROPYLENE, WOVEN, MONOFILAMENT, GEOTEXTILE. FILTER LINER SHALL NOT ALLOW THE RETENTION OF WATER BETWEEN STORM EVENTS. DRAINAGE SHALL BE OUT OF THE BOTTOM OF THE FOSSIL FILTER. 4. FILTER INSERT SHALL BE ATTACHED TO THE CATCH BASIN WITH STAINLESS STEEL EXPANSION ANCHOR BOLTS & WASHERS (3/8" X 2-1/2" MINIMUM LENGHTH). 5. FILTER INSERTS SHALL BE AVAILABLE IN STANDARD LENGTHS OF 24", 30", 35", 42" & 48" AND MAY BE INSTALLED IN VARIOUS LENGHT COMBINATIONS (END TO END) TO FIT LENGTH OF NOTED CATCH BASIN 6. FILTER INSERTS AND FILTER MEDIUM POUCHES MUST BE MAINTAINED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 7. FILTER INSERTS SHALL BE DESIGNED WITH A DEBRIS TRAP FOR THE RETENTION OF FLOATABLES AND COLLECTED SEDIMENTS. 8. FILTER INSERTS SHALL BE SUPPLIED WITH "CLIP -IN" FILTER POUCHES UTILIZING FILTER MEDIUM FOR THE COLLECTION AND RETENTION OF PETROLEUM HYDROCARBONS (OILS & GREASES). CURB RUBBER CURB FILTER GASKETS QPENING INLET ASSEMBLY ( � A W a <� \ A CATCH BASIN —i ` ABSORBENT POUCH DETAIL B -B TOP VIEW CURB INLET SEE DETAIL A FILTER ASSEMBLY CURB OPENING 1 B 12.00 a B FILTER LINER & CATCH SUPPORT BASKET BASIN OUTLET NOT TO SCALE APPROVED BY: 4ec�o�A.Joyy , a W� O : o (� Z m DATE: 05/01/07 M. CE 12928 DI REO OR OF TR PORTATION� �t CMI pt GEORGE A. JOHNSON, RCE 42328 °°`°•"`° REVISIONS I REV. BY: I APR'D DATE REV. BY: APR'D DATE 2-90, 11-04 1 4 DETAIL A -A VIEW COUNTY OF RIVERSIDE FOSSIL FILTER STANDARD NO. 300A SPACING SCORING LINE1 -# 4 -BARS 0 ANCHOR I 7 7I '7 Z) a W wo vw w 0 B 0 A ov B �l LINE FOR 1 TIE ANCHOR SCORING LINE ADDITIONAL —ANCHOR T ANCHOR qo�A \ BOLT SEE FRAME NOTE 5 J O 0 O 2 THE OUTER EDGES OF THE WALLS SHALL CONFORM TO THE STREET OR LOCAL DEPRESSION SURFACE. THE GRATING SHALL BE LAID IN THE PLANE OF THIS SURFACE, SEE STD. NO. 312 CASE B FOR GUTTER DEPRESSION. pl ANS EXTEND 6 MIL PLASTIC SHEET- ING 2' BEYOND CONCRETE. SEE NOTE 6. _Y_ / SEE STD. 304 FOR CURB SUPPORT DETAIL SEE STD. 305 FOR FRAME & GRATING W /ANCHOR BOLTS EXIST. ST.-&, I NT 2 ANCH O . BOLT � TAP. 4 -6 T 3" RADIUS SLOPE TO OUTLET FROM ALL DIRECTIONS SECTION "A—A" TOP OF ADDITIONAL CURB--] ANCHOR BOLT 8" M 90° 90° 6" RADIUS #3 BAR DETAIL OF DOWEL T N EA EXTEND T 6 MIL PLASTIC SHEETING 2'BEYOND CONCRETE. SEE NOTE 6. CURE 1 FACE fV r `.LFLOW T LINE NOT TO SCALE W a -- _p � NOTES: 6 MIL ND EXTEND 1. DIMENSIONS UNLESS OTHERWISE SPECIFIED PLASTIC3,-0„ 6 MIL Y W T H SHEETING PLASTIC 2' BEYOND SHEETING 2'3" 7' 6" * 46",- CONCRETE. SECTION T -BN Z BEYOND 6" 5' OR LESS SEE NOTE 6. CONCRETE. 8" 5' TO 8' SEE NOTE 6. 10" 8' OR GREATER 2. CONCRETE SHALL BE CLASS "A" PORTLAND CEMENT CONCRETE (6 SACK). 3. THE REINFORCING STEEL SHALL BE NUMBER 4 DEFORMED BARS. CLEARANCE SHALL BE 1 1/2" FROM THE BOTTOM OF THE SLAB. 4. THE SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM TO SLOPE, GRADE, COLOR, FINISH, AND SCORING IN THE EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. THE BASIN FLOOR SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH. CURVATURE OF THE LIP AND SIDEWALLS AT THE GUTTER OPENING SHALL NOT BE MADE BY PLASTERING. THE OUTLET PIPE SHALL BE TRIMMED TO FINAL SHAPE AND LENGTH BEFORE THE CONCRETE IS POURED. 5. STEPS: 3/4" PLAIN ROUND NON -GALVANIZED STEEL STEPS, OR MATERIAL AS APPROVED BY DIRECTOR OF TRANSPORTATION, SHALL BE INSTALLED 16 INCHES APART WHEN H EXCEEDS 4 FEET 6 INCHES. THE TOP STEP SHALL BE 6 INCHES BELOW THE TOP SURFACE AND SHALL BE 2 1/2 INCHES CLEAR FROM THE WALL. ALL OTHER STEPS SHALL BE 4 INCHES CLEAR OF THE WALL. ONLY ONE STEP 12 INCHES FROM THE BOTTOM SHALL BE INSTALLED IF H IS 4 FEET 6 INCHES OR LESS. ALL STEPS SHALL BE ANCHORED NOT LESS THAN 4 INCHES INTO THE WALL OF THE BASIN. 6. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). APPROVED BY: �o`�n.`,°" COUNTY OF RIVERSIDE 6 ° WO O : o O Z m DATE: 05/01/07 No..E,1 8 COMBINATION INLET EqlSJAB 'k DIR OR OF TR PORTATION J+,B C°" "?' CATCH BASIN N0.1 GEORGE A. JOHNSON, RCE 42328 °`°•"`` REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,12-971 1 4 11-04 1 2 5 STANDARD NO. 301 ' A NORMAL CURB FACE AT EXP. JOINT. T.C. & FL. NO. 4 DEFORMED BARS ELEV. AS SPECIFIED ON ALHAMBRA FDY. (SPACED 8") IMPROVEMENT PLANS. A-33200 OR EQUAL (GALVANIZED) 4" RADIUS 4- A - COW SCORING LINE J 01.`Jgsi Cy °~ z 1/2" STEEL BOLTS O _ UH & LOCKWASHERS o p O cn w w B CURB DEPRESSION (006 a (/)Ob 1 1/2" OR AS SPECI-/ Lu DIR OR OF TR PORTATI 0 '' c1°" "?' GEORGE A. JOHNSON, RCE 423232 8 w SCORING LINE J 01.`Jgsi Cy °~ z 1/2" STEEL BOLTS O _ & LOCKWASHERS o . zB Nw e WO O : o O Z B CURB DEPRESSION O (/)Ob 1 1/2" OR AS SPECI-/ w DIR OR OF TR PORTATI FIED AT OPENING-' '' c1°" "?' GEORGE A. JOHNSON, RCE 423232 8 4" 0 CATCH BASIN NO.2 2'-11 3/8" OPENING w maf 01.`Jgsi Cy °~ zWw O Z� U) FLOW o e WO O : o O Z a (/)Ob °i No. CE 42328 = a w DIR OR OF TR PORTATI 0 '' c1°" "?' GEORGE A. JOHNSON, RCE 423232 8 w EXP. JOINT EXP. JOINT 0 SEE STD. 312 FOR \z' GUTTER DEPRESSION 3'' T W T SEE NOTES FOR 6' PLACEMENT OF NORMAL GUTTER A CONNECTION PIPE FLOW LINE -FOR CURB BAR &SUPPORT DETAILS SEE STD. NO. 304 DOWELS @ 12" O.C. FOR FRAME & GRATING DETAILS 12EXTEND 6 MIL PLASTIC ' 7 1/2 r AND ANCHORAGE SEE STD. NO. 305 ' SHEETING Z BEYOND CONCRETE.SEE NOTE 12. d a 4'-0" Ic cFEE,, a 000�g�000 g�oo��o� 3/4 . 1 „ 6 �R=3" = 1/2" STEEL BOLTS & LOCK WASHERS (PLACE BETWEEN s GRATE SLATS) % TOTAL-4IF i M5 18.9 T 2'-9" - T 3" MINIMUM EMBEDMENT SECTION B -B 6" SLOPE TO OUTLET IN ALL DIRECTIONS SECTION A -A CONCRETE SHALL BE CLASS "A" P.C.C. NOT TO SCALE APPROVED BY: 01.`Jgsi Cy °~ COUNTY OF RIVERSIDE .e 0� e WO O : o O Z DATE: 05/01/07 °i No. CE 42328 = a COMBINATION INLET DIR OR OF TR PORTATI '' c1°" "?' GEORGE A. JOHNSON, RCE 423232 8 OF ��\F CATCH BASIN NO.2 REVISIONS REV. BY: APR'D DATE REV.BY: APR'D DATE 8-24-71, 9-88 1 4 11-04 2 5 STANDARD NO. 302 (1 OF 2) NOTES - 1. BASIN SHALL HAVE ONE GRATING UNLESS OTHERWISE SPECIFIED ON IMPROVEMENT PLANS. 2. CONCRETE SHALL BE CLASS "A". WHEN THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF A PROPOSED SIDEWALK, OR IS CONTIGUOUS TO SUCH A SIDEWALK, THE TOP OF THE BASIN SHALL BE POURED MONOLITHIC WITH THE SIDEWALK, USING CLASS "A" CONCRETE IN THE SIDEWALK. THE TOP OF THE CATCH BASIN SHALL BE FINISHED PER SIDEWALK STANDARDS. 3. CONNECTION PIPES MAY BE PLACED IN ANY POSITION AROUND THE WALLS, PROVIDED THEY POINT IN THE PROPER DIRECTION AND THE POSITION IS OTHERWISE CONSISTENT WITH THE IMPROVE- MENT PLAN. 4. CURVATURE OF THE END -WALLS AT CURB OPENING SHALL BE FORMED BY CURVED FORMS AND SHALL NOT BE MADE BY PLASTERING. 5. DIMENSIONS: GRATE SHALL BE PARALLEL TO PLANE OF GUTTER SLOPE 3/4" TO V-0". T = 6 INCHES IF H IS 8 FEET OR LESS. T = 8 INCHES IF H IS GREATER THAN 8 FEET AND LESS THAN 20 FEET. H = 3 FEET 6 INCHES, UNLESS OTHERWISE SPECIFIED ON IMPROVEMENT PLANS. W=2 FEET 11 3/8 INCHES FOR ONE GRATING. ADD 3 FEET 5 3/8 INCHES FOR EACH ADDITIONAL GRATING. 6. EXPOSED SURFACES OF THE CATCH BASIN SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH AND SCORING TO EXISTING IMPROVEMENTS ADJACENT TO THE BASIN. WHERE NO SIDEWALK EXISTS, THE TOP SHALL BE FINISHED TO CONFORM TO STANDARD SIDEWALK SLOPE AND FINISH. WHERE NO CURB EXISTS, THE BATTER OF EXPOSED END WALLS ABOVE THE STREET SURFACE SHALL CONFORM TO BATTER FOR STANDARD CURB. 7. FLOOR OF BASIN SHALL BE GIVEN A STEEL - TROWELLED FINISH. 8. OUTLET PIPE SHALL BE TRIMMED TO THE FINAL SHAPE AND LENGTH BEFORE CONCRETE IS POURED. 9. REINFORCING STEEL SHALL BE NO. 4 DEFORMED BARS. CLEARANCE SHALL BE 1 1/2 INCHES FROM INSIDE OF BOX. SPACING IS AS SHOWN IN TOP SLAB AND AT 18 INCH CENTERS IN SIDES OF BOX. 10. SLOPE OF FLOOR PARALLEL WITH CURB SHALL BE 1 IN 12 UNLESS OTHERWISE SPECIFIED. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 11. STEPS: 3/4 INCH PLAIN ROUND GALVANIZED STEEL STEPS (ALHAMBRA FDY. A-3320 OR EQUAL) ARE REQUIRED AS FOLLOWS: IF H IS 3.5 FEET OR LESS, NO STEPS ARE REQUIRED. IF H IS MORE THAN 3.5 FEET, AND NOT MORE THAN 5.0 FEET, INSTALL ONE STEP 16" ABOVE FLOOR OF BASIN. IF H IS MORE THAN 5.0 FEET, INSTALL STEPS 12 INCHES APART, WITH THE TOP STEP 6" BELOW THE TOP OF GRATING. ALL STEPS SHALL BE 4 INCHES CLEAR FROM THE WALL EXCEPT THE TOP STEP, WHICH SHALL BE 2 1/2 INCHES (CLEAR) FROM THE WALL AND ANCHORED NOT LESS THAN 5 INCHES IN WALL OF BASIN. 12. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). 13. GRATE SHALL BE HOT DIPPED GALVANIZED. APPROVED BY: ...I * :e 0� 9 wy 6 ° o O Z m DATE: 05/01/07 M. CE 12928 DIR OR OF TR PORTATION� ♦f CIVIC p GEORGE A. JOHNSON, RCE 42328 °°`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71, 11-04 1 4 COUNTY OF RIVERSIDE COMBINATION INLET CATCH BASIN SPECIFICATIONS STANDARD NO. 302 (2 OF 2) � NOT TO SCALE A -PIPE: 18" MAX. DIA. OR EQUIV. PIPE ARCH PROPERTY LINE DETAIL "E" SEE SHEET 2 ---- I OUTLET APRON 4" P.C.0 OVER w COMPACTED EARTH m NOTE: Q USE 4' WIDE CHECKERED PLATE CUT TO CORRECT O DIMENSIONS. THEN CONSTRUCT FRAME TO FIT PLATE AND FASTEN WITH AN INTERMITTENT WELD. - 12" 12" I DETAIL "B" .. SEE SHEET 2 LL O DOUBLE ANGLE J 1/4" CHECKERED STRUTS Q PLATE 4' WIDE / L 2 1/2" X 2" X 1/4" EQUIVALENT / -60° INDIRECTION tO OF FLOW DETAIL "D" FLOW_ DETAIL "D" / SEE SHEET 2 -F - SEE SHEET 2 SCHEMATIC PLAN VIEW A. - co 10' TRANSITION oNpo O O cl �� NORMAL FL --' PROFILE io 10' TRANSITION r��NORMAIL�CURB HEIGHT PROTECTION BAR APPROVED BY: ee�oe�`�o`�.p COUNTY OF RIVERSIDE p by v ec7 zm DATE: 05/01/07 No. CE 12928 , DIR OR OF TR PORTATIJiOwl, FFLAT OUTLET CAwlF?' DRAINAGE STRUCTURE GEORGE A. JOHNSON, RCE 423232 8 °•`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 9-88 1 4 11-04 2 5 STANDARD NO. 303 (1 OF 2) W 04 N r N F— Z_ o U- O O w w ° N w o: w w nrec=n ° z O w.°. w. 0-m co H O 0 ° z w ° Z U) m O w w M X U w Luo° o ww z p r ° m 10' TRANSITION r��NORMAIL�CURB HEIGHT PROTECTION BAR APPROVED BY: ee�oe�`�o`�.p COUNTY OF RIVERSIDE p by v ec7 zm DATE: 05/01/07 No. CE 12928 , DIR OR OF TR PORTATIJiOwl, FFLAT OUTLET CAwlF?' DRAINAGE STRUCTURE GEORGE A. JOHNSON, RCE 423232 8 °•`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 9-88 1 4 11-04 2 5 STANDARD NO. 303 (1 OF 2) W 04 (9 O z m ° w w w ° � U g m m � z w M X 10' TRANSITION r��NORMAIL�CURB HEIGHT PROTECTION BAR APPROVED BY: ee�oe�`�o`�.p COUNTY OF RIVERSIDE p by v ec7 zm DATE: 05/01/07 No. CE 12928 , DIR OR OF TR PORTATIJiOwl, FFLAT OUTLET CAwlF?' DRAINAGE STRUCTURE GEORGE A. JOHNSON, RCE 423232 8 °•`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 9-88 1 4 11-04 2 5 STANDARD NO. 303 (1 OF 2) NOTE 1. FRAME SHALL BE CONSTRUCTED TO STANDARD SPECIFICATIONS OR OF EQUIVALENT STRUCTURAL STRENGTH AND WELDED TOGETHER WITH A 1/4" INTERMITTENT WELD AT ALL BREAKS, SEAMS, SECTIONS, JOINTS, ETC. 2. THE 1/4" CHECKERED PLATE SHALL BE FASTENED TO THE FRAME WITH AN INTERMITTENT WELD. 3. GRATE SHALL BE CONSTRUCTED TO STANDARD SPECIFICATIONS, WELDED AT ALL BREAKS, SECTIONS ETC., HINGED TO DRAINAGE PIPE, AND SECURED WITH PADLOCK. GRATE NOT REQUIRED FOR CUL- VERTS SMALLER THAN 12". 4. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). 5. ALL METAL SHALL BE HOT DIPPED GALVANIZED. SUPPORT BAR -1" X 1/4" BAR 1 /4" 1/16" GAP d d d d d d d � 6" 4 4 d d 4d 411114 d 1/4" CHECKERED PLATE (GALVANIZED) 1/4" HINGE 3/4" X ' L 2 1/2" X 2" X 1/4" Ll 3/4" X 1 1/4" X 3/16" El OR EQUIVALENT \�R S ERAN MODULUS l.1."WIll�-L DETAIL "B„ SEE DETAIL "B" 1/4" CHECKERED PLATE (GALVANIZED) 0 114, 70 'i 40F 1/4" qC 2" X 3" X 7/16" L DETAIL "C" 1 3/4" X 1 1/4" X 3/16" L 1/2" STEEL ANCHOR NOT SHOWN 18" CULVERT USE 1/2" BARS @ 4" SPACING, 12" CULVERT USE 3/8" BARS @ 3" SPACING. PADLOCK L 1 3/4" X 1 1/4" X 3/16" SIDE RAIL 3^ N 3/4" BAR ' L 2" X 3" X 7/16" FACE ANGLE nCTA II 61101 SEE DETAIL "B" NOT TO SCALE APPROVED BY: ca��A.`jo 4 �'S' COUNTY OF RIVERSIDE :e 0� a WO O : o O Z m DATE: 05/01/07 M.CE�,.3 a a,as � FLAT OUTLET DRAINAGE DI REO OR OF TR PORTATI F?' GEORGE A. JOHNSON, RCE 423232 8 °°`°•"`° STRUCTURE DETAILS REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 11-77,8-821 1 4 9-88,11-041 2 5 STANDARD NO. 303 (2 OF 2) 1/4 1/4" R. \S 3/8° CUT REINFORCING STEEL / TO CLEAR FACE PLATE. 5/8" \c^o 30 2 660 °M d 211/2" 4 1/2" 'v 1 ry + gym — " = O V " as 1"aa = OIZ ^� + 5/16 \ 249 / _ , 1 1/4" 5" v w Q^ �^� 0 1 1/8" HOLE IN PLATE ~C1 ADJUSTING NUTS TO BE TIGHTENED AND mid �0 N SECURED IN PLACE WHEN STEEL PLATE GUTTER FLpwLINE 1�7 3 ANGLE IS IN PROPER POSITION. a 3 Ct R=1" MIN. �2 4 1/2" 0 STIRRUP, WELD AS SHOWN as as 1/4' NOTES: ' a 3" R. O FACE PLATE 5/16" X 10" ROLLED PLATE (ASTM A36) FORMED AS SHOWN (ALHAMBRA FOUNDRY NO. A-3911 OR EQUIVALENT) & EXTEND LENGTH OF BOX. a n d C FACE PLATE ANCHORAGE 1/2" 0 STEEL ANCHOR 42" O.C. (MAX.) PLACE AS SHOWN. CPROTECTION BAR: PLAIN ROUND STEEL BAR 1" DIA. SHALL BE INSTALLED WHEN ° NORMAL CURB HEIGHT IS GREATER THAN 6". BAR SHALL BE EMBEDDED 5" AT EACH END. 4 SUPPORT BAR 1" DIA. X 22" LONG WITH T SQUARE HEAD AND HEX NUT, BEND AS SHOWN. SPACING SHALL NOT EXCEED 4 FEET. NOT TO SCALE OO ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. APPROVED BY: COUNTY OF RIVERSIDE 6 O : ° a WO o O Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION ,V, GEORGE A. JOHNSON,CURB SUPPORT DETAIL RCE 42328 °°`°•"`° REVISIONS REV. BY: APR'D DATE REV.BY: APR'D DATE 8-71,0-88 1 4 2 5 STANDARD NO. 304 t0 r3 3/16" z BLOCK x� �e 31/2" X 1/2" BAR SECTION A - A " 1' - 115/8' X x d' 00 L+ m _ W BOLTED END BLOCK ;I W 5/8" OR 3/4" T DIA. HOLES' T BAR SPACER BAR BOLOS 5/8" W 15/8" CUT WASHERS SPOT WELD � SPACER- X OR PEEN 5/8" OR 3/4" BOLTING DETAIL ALTERNATIVE ALTERNATIVE SPACER WELDED GRATE GRATE DETAILS (SEE TABLE BELOW] ALTERNATIVE BOLTED GRATE TYPE TYPE " W. ' X. USAGE 200 ARS 24-12 258 286 .24-9 9 2" 19/16" USE IN LOCATIONS OFF THE ROADBED ON ALL TYPES OF HIGHWAYS 24 -12 12 13/8" 1 1/4" USE WITHIN THE ROADBED ON HIGHWAYS WHERE BICYCLES AND PEDESTRIANS ARE EXCLUDED, OR FOR RURAL CONDITIONS. 24-18 18 3/4" 15/16" USE WITHIN THE ROADBED UNDER URBAN CONDITIONS WHERE BICYCLES AND PEDESTRIANS ARE PERMITTED. v �2' - 1 1/2" OMIT ANCHOR IF W BEAM i SUPPORTIS USED 4" 2" 3/16" FRAME DETAILS 1/2" ANCHORS WEIGHTS TYPE WELDED BOLTED 24-9 200 230 24-12 258 286 24-18 372 400 24" FRAME 90 — GENERAL NOTES: O1 GRATE TYPE NUMBERS REFER TO WIDTH OF GRATE IN INCHES AND NUMBER OF BARS RESPECTIVELY. (CONTRACTOR HAS THE OPTION OF USING WELDED OR BOLTED GRATES. O3 GRATES AND FRAMES TO BE PAINTED. ROUNDED TOP OF BARS OPTIONAL ON ALL GRATES. O5 GRATE SHALL BE PLACED SO THAT BARS ARE PARALLEL TO DIRECTION OF PRINCIPAL SURFACE FLOW. GRATE SHALL BE HOT DIPPED GALVANIZED NOT TO SCALE pOF 188,0 APPROVED BY: t,F a. Jo" .e Q� 9 wy o a WO O : o O = m DATE: 05/01/07 No. CE 42328 DIR OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 O" CeL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,3-82 1 4 11-04 2 5 COUNTY OF RIVERSIDE GRATE AND FRAME DETAIL STANDARD NO. 305 6' — w SHOULDER 0.42' Y 0 CROSS -FALL PER 1/2:1 p STREET PLANS —► o z --- w Z g 12" co co N SECTION A - Ai; LL W 00 w� 0 Oz w 0.42' W (A w d O ^ U- 0 O J ^ a ILL wLUW Oo W �� O < o a l ° SECTION B- B J Z z LL � J } w J B > 3'R. NOTE: CROSS - SECTION OF SLOPE DITCH MAY BE A C A SEMICIRCULAR, VEE, OR TRAPEZOIDAL. MIN. TOP WIDTH = 25", MIN. DEPTH = 8". `') ► C 2' R. co TOP OF DIKE PLAN SECTION C - C TO BE USED ON FILL SLOPES FLATTER THAN 4: 1. USE MIN. 10' LENGTH OF GUTTER ON BOTH SIDES NOT TO SCALE IN A SAG LOCATION. USE PIPE DOWNDRAINS FOR SLOPES STEEPER THAN 4: 1 SLOPES. APPROVED BY: ."Of P. °" COUNTY OF RIVERSIDE 6 ° a WO O : o O Z m DATE: 05/01/07 °i No. CE 12928 ASPHALT CONCRETE E�,• 9a, ae DIR OR OF TR PORTATION ,, �� F:' GEORGE A. JOHNSON, RCE 42328 a°"""`° OVERSIDE DRAIN REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-18-77, 2-821 1 4 11-04 1 2 5 STANDARD NO. 306 <o H W W 0' H 2 U � � o do o W U a J Q a Lu o > a O w Z Lu ir Zt J_ Q r J O H w LL Q / O Z �I O O ly 0 ��a w \ 2'-6" MIN. Q) <o H W W 0' H 2 U � � o do o W U a J Q a Lu o > a O w Z Lu ir Zt J_ Q r af cr w 0W Uz0 a w 0 Jwwz �g=W co �0-wo z 0Lu 0 a a U IL w LL I.I-I Lu 0 U) af cr a m D 0 co J 0Lu � a a U IL w LL a O O U p 0 w F z U ow fn cU UZO ~Z W a W LL w U � ��ww J 2 W 0 0 0> mo-ww 0 w 1 Lo 2'-6" MIN. o) UZO ~Z �<w Ww (.C) U Q Z Iq Q N Z 5U LL 00- Z w �Q m J W Q Of U) O z O z w � Q o U Q m p 0 w w zo z z z U � N fn Z Q Z W W O H O W LL w U � ��ww 0 a 0 0 0> LL Z U 0 w LL = z w w ir o m J w W a z 0 J m a of U) d 8" w w H = UU a Q _ m W - 2w U) Z UZO ~Z �<w Ww (.C) U Q Z Iq Q N Z 5U LL 00- Z w �Q m J W Q Of W J a U U 0 H z APPROVED BY: ,a1 O P.. Jo COUNTY OF RIVERSIDE .e 0a, 6 ° a WO O : o O Z m DATE: 05/01/07 M. CE 12928 s UP. 3-31 8 DIR OR OF TR PORTATION cm a+� P.C.C. DIP SECTION GEORGE A. JOHNSON, RCE 42328 °°`C.L REVISIONS I REV. BY: I APR'D DATE REV. BY: APR'D DATE 11-04 1 4 STANDARD NO. 307 O z w � o OO ILL z U J Q U w 0- z Z w H = UU Z O O - 2w Z W ~ > LL J W U U d = Q 0 Uo Q D- x a IX =2 °X a o (D ioZ cn J LL zv VO Ir F- o w U QLL ?m Z w0 QO Ir C) WU jC � w O� z W J a U U 0 H z APPROVED BY: ,a1 O P.. Jo COUNTY OF RIVERSIDE .e 0a, 6 ° a WO O : o O Z m DATE: 05/01/07 M. CE 12928 s UP. 3-31 8 DIR OR OF TR PORTATION cm a+� P.C.C. DIP SECTION GEORGE A. JOHNSON, RCE 42328 °°`C.L REVISIONS I REV. BY: I APR'D DATE REV. BY: APR'D DATE 11-04 1 4 STANDARD NO. 307 m w 2 1/2" X 1 1/2" X 1/4" GALVANIZED STEEL ANGLE NO. 3 REBAR NO. 3 REBAR UNO. 5 DEFORMED BAR 12" C -C (MAX) 3" 6" C -C (MAX) 3" LEG NO. 3 DEFORMED BAR 1 1/2" AT 900 90° 3' 6" 4 1/2" VARIES 6" 4^ 4 1/2" 10" 8" ANCHOR DETAIL DOWEL DETAIL W SECTION X -X 2" CLR (TYP) 2.. - RM/ OR EDGE OF WALK 2" I TRANSITION - SEE NOTE NO. 8 rij - (SHEET 2) 2'6" - LAID RADIALLY NO. 3 REBAR X 22" 2% 61, 2% INLET PIPE MAY JOIN 1 \ �j STRUCTURE \ AT ANY DOWEL IS TO BE USED X ANGLE. WHEN TOP IS POURED \ SEPARATELY. ONE AT W DIRECTION C1 SHALL BE \ EACH CORNER. INDICATED SCORE LINE ON PLAN. � A CURB D1 z CURB E Y� / w F ~ Z DOWEL LENGTH OF CURB TRANSITION ► `� TRANS. ► ANCHOR J TO BE SPECIFIED ON PLAN (20' MIN.) TOP VIEW CONC. TRANS. NO. 3 REBAR PARKWAY COVER & FRAME 12" C -C (MAX), STD NO. 608 6" EXTEND 6 MIL PLASTIC NO. 3 REBAR SHEETING 2' BEYOND 3 6 C -C (MAX) 2°/, p SEE NOTE 9. I� a 8" • 4" 2% MIN. PARALLEL WITH INVERT vn SECTION Y -Y NOT TO SCALE APPROVED BY: h'. Jo— 4. COUNTY OF RIVERSIDE p by v o: ec7 zm DATE: 05/01/07` No. CE 12928 ' e crya+� CURB OUTLET DIR OR OF TR PORTATION GEORGE A. JOHNSON, RCE 42328 °'°•"`° REVISIONS REV. I BY: I APR'D DATE REV. BY: APR'D I DATE 2-90,11-04 1 4 STANDARD NO. 308 (1 OF 2) 2 5 3 6 1. CONCRETE SHALL BE CLASS "A" WHEN STRUCTURE IS TO BE CONSTRUCTED WITHIN THE LIMITS OF A PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP OF THE STRUCTURE SHALL BE POURED MONOLITHIC WITH THE SIDEWALK, USING THE SAME CLASS OF CONCRETE AS IN THE SIDEWALK. 2. DIMENSIONS SHALL BE AS FOLLOWS UNLESS OTHERWISE SPECIFIED ON THE PLAN: A -B=5' C, -D,=3' E -F=5' W=3' 3. FLOOR OF STRUCTURE SHALL BE GIVEN A STEEL -TROWELED FINISH AND CONSTRUCTED ON A STRAIGHT GRADE FROM BACK OF STRUCTURE TO GUTTER FLOW -LINE AT POINT A. THE V -SECTION SPECIFIED FOR INVERT SHALL EXTEND FROM PIPE OUTLET TO A POINT 3' FROM THE GUTTER, FROM WHICH POINT THE INVERT SHALL BE WARPED TO JOIN THE GUTTER FLOW -LINE AT THE STRUCTURE. 4. REINFORCING STEEL BARS SHALL BE 1" FROM BOTTOM OF THE SLAB. 5. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE STRUCTURE. 6. CORRUGATED METAL FORMS SHALL NOT BE USED FOR SUPPORTING THE TOP SLAB. 7. TOP OF STRUCTURE SHALL SLOPE 2% TOWARD CURB EXCEPT WHEN OTHERWISE SHOWN ON PLAN OR TO FIT EXISTING SIDEWALK. 8. TRANSITION FROM PIPE TO STRUCTURE, IF REQUIRED, TO BE IN BACK OF SIDEWALK. DIMENSIONS OF TRANSITION SHALL BE SPECIFIED ON THE PLAN. 9. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED SEE SPECIFICATIONS (SECTION 16.04). APPROVED BY: ...I * COUNTY OF RIVERSIDE Oy wy 6 ° WO O : o O Z m DATE: 05/01/07 M. CE 12928 DIR OR OF TR PORTATION � GEORGE A. JOHNSON, RCE 42328 °`°•"`` CURB OUTLET REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 102-90,11-04 1 4 STANDARD NO. 308 (2 OF 2) 1/4" CHECKERED PLATE zo °{ EMIL \ PLASTIC zo SHEETING SEE NOTE 7. 7/7„ DETAIL JOIN TO 3” STUD ANCHOR AT 14" O.C. ONSITE DRAI NSECTION B -B AGE - R/W B B R/W NOTE UNDER SIDEWALK DRAIN TO BE CONSTRUCTED AT 900--; VARIATIONS FROM 900 REQUIRE THE APPROVAL OF THE DIRECTOR OF TRANSPORTATION. ( SLOPE TO DRAIN TO ONE SIDE. *ALL EXPOSED METAL PARTS TO BE GALVANIZED AFTER FABRICATION. (4 1 1/2" X 1 1/2" X 1/4" "L" FRAME WITH 3/8" X 1/4" STEEL STRIP WELDED TO FRAME. *CHECKERED PLATE SHALL BE GALVANIZED STEEL, MAXIMUM WIDTH 36". ©FASTEN WITH 1/4" COARSE -THREAD COUNTERSINK METAL SCREWS AT 12" O.C.. 1/4" CHECKERED PLATE BEND END OF PLATE TO MATCH CURBFACE 2% D o D SLOPE TO DRAIN 2% MIN. D n�wn��vn�,,, ., .� SECTION A -A ; 70WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECI- FICATIONS (SECTION 16.04). NOT TO SCALE F EBg, APPROVED BY: .to A. J4Py ° a W° O o (� Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION ♦f CIVIC p GEORGE A. JOHNSON, RCE 42328 °°`°•"`° REVISIONS I REV. BY: I APR'D DATE REV. BY: APR'D DATE 11-04 1 4 EXTEND 6 MIL PLASTIC SHEETING Z BEYOND CONCRETE. SEE NOTE 7. COUNTY OF RIVERSIDE UNDER SIDEWALK DRAIN CAST IN PLACE STANDARD NO. 309 I CURB & GUTTER 1 1/2" MIN. COVER u►►•walI:k•wZIa:aZIW_li 3"X4" REDUCER --I 4"X4"X4" TEE 3" MIN. P.V.C. (SCHEDULE 40) 3" MIN. RECTANGULAR CAST IRON PIPE 4" MIN. ROUND CAST IRON PIPE ELEVATION INSTALL POLYETHYLENE PLASTIC JOINT MATERIAL "QUICK JOINT" OR EQUAL. 9" 6" Z cV 2 SECTION A -A NOT TO SCALE APPROVED BY: A. Joyy , a W� O : o (� Z m DATE: 05/01/07 M. CE 12928 DIRE01OR OF TR PORTATION� �t CMI pt GEORGE A. JOHNSON, RCE 42328 °°`C.0 REVISIONS I REV. BY: I APR'D DATE REV. BY: APR'D DATE 11-04 1 4 COUNTY OF RIVERSIDE PRIVATE DRAIN THROUGH CURB STANDARD NO. 310 R/VV 4" WYE AS REQUIRED 6' VARIES F.L. OF PIPE 1/2"SIDEWALK 6" INSTALL REMOVABLE ABOVE GUTTER PLUG FLOW LINE INVERT ELEV. q 4" P.V.C. PER PLAN 2% CURB & GUTTER 1 1/2" MIN. COVER u►►•walI:k•wZIa:aZIW_li 3"X4" REDUCER --I 4"X4"X4" TEE 3" MIN. P.V.C. (SCHEDULE 40) 3" MIN. RECTANGULAR CAST IRON PIPE 4" MIN. ROUND CAST IRON PIPE ELEVATION INSTALL POLYETHYLENE PLASTIC JOINT MATERIAL "QUICK JOINT" OR EQUAL. 9" 6" Z cV 2 SECTION A -A NOT TO SCALE APPROVED BY: A. Joyy , a W� O : o (� Z m DATE: 05/01/07 M. CE 12928 DIRE01OR OF TR PORTATION� �t CMI pt GEORGE A. JOHNSON, RCE 42328 °°`C.0 REVISIONS I REV. BY: I APR'D DATE REV. BY: APR'D DATE 11-04 1 4 COUNTY OF RIVERSIDE PRIVATE DRAIN THROUGH CURB STANDARD NO. 310 LL w U J m X + a O > z F- A U fn 2 U) Z W WZ F -J W OUB F- x U 2' F WJ(pwiUZ F-- Wwzw OZ(.) L- �Q �w(nU WWW mF-Z aW Z a WNOU(n LL —J=)(.) LJJ� QWZ� Jj� Z JW.: (n F- x0_°0' Umw =0J O x�� IT w ow mWwU) Lu 0-<- mpav U x¢(6 Qm w z z w �� O w ~ U 2 z°� II w w w> U' F- Z_O za z(n w() 0- Ill WCL 11-006L wQ? ��Vo zJa °z aw U�WO zz- ()j -zV z �QU z o� zx z O ,L aW _ LL LL O xU w w r a W o UZ F - w W� 0 z Q} U z 0 2 W U) Q U 1 (L m D U LL O a O LLI (o U fn 2 U) Z W WZ F -J W OUB F- x U ZoF-w o OofO OW W O IL s J WWOLL w ZS WmW WJ(pwiUZ F-- Wwzw OZ(.) L- �Q �w(nU WWW mF-Z aW M m� WNOU(n LL —J=)(.) LJJ� QWZ� Jj� Z JW.: (n F- x0_°0' Umw =0J O x�� 50 Uw = ow mWwU) Lu 0-<- mpav U x¢(6 Qm F = �w W (o U) xZmUrU— MO WQDfW wow m0LLJ =Oz w �� O LLJ Mo(n Ja �ZOE �Z� Uwoa v' ~ U vi mo OU°�c~n of -0 �zF-Z U ¢mow z°� II w U� �F-w� 2Q� F-wwJ W 1: U) Zw WQF-W U) U UJ m J_— ~wax U' F- Z_O OIL bow X m° J Ozz mU OwC�2 (noz wWW� Q Woo z(n w() 0- Ill WCL 11-006L wQ? ��Vo zJa °z aw U�WO zz- ()j -zV z �QU z o� zx z om �<m O��Q xWc� *wlxp aW n WW www wafWQ W a(na Q�WIL xU w w r a F- Ill LLWLL wcn�x Z�(n I -x wOF-Z qu)'T wZaF- w WZw UZ F - w W� 0 MW W0 (90w0- �UOF- o� Q} U z r N (M 14:'Ln (6 A a" 3 0w O LL H Z a z J a O LL z U L- w w af LL wa U a wZ z O m W 0 F w w ED W LL Q U H J m O LL z U A Luw 2' H V) N 0- Z w o w w 1 N W LL U 0� a r w F- 0 O� m z Zw W j uj z z X2�° °m Wz az o NO U Z U O w w (o W LL } Q U T J a (� O LL: z U A /v z J g: U ZQ` a {o U U U) 0 F- F- 0 - F - 0 Z APPROVED BY:e.�oeA.`JO COUNTY OF RIVERSIDE o. 2 GUTTER DEPRESSION DATE: 05/01/07 rw.ce�zua DIR OR OF TR PORTATION GEORGE A. JOHNSON,FOR CURB OPENING RCE 42328 °`°•"`° REVISIONS REV. I BY: I APR'D DATE REV. BY: APR'D DATE CATCH BASIN 11-04 1 I 1 4 STANDARD NO. 311 Lu z ZW �z v) zWQ OW Z9 Oa F -D Ozow O Oaa� Lj UE z:) wvi ZW ZW Z�=� z0 moO W Qw Z m >� m 2 O Q H O W- J U J o �> �O m jL�f- o -Z J4W Z SWC Ofr O (n J0 wow <F -o O w<q W U(n 2 LL Q p LLINF=- oW X000 U0 U(9Z m ((D(/) m w p mMO MJ WZOLL WC4 -� WLL� U moo Z ° Z SON Oz) W-wo (nMN V�� Q� Q�� -� cn QZW Z O wU WOo pQ>- J cA�U O p �: U UoZ DU �OZ)JU UZ(' HW(nZ W M U) LL _ W Z(n� Um W�02a wz -ZZ(9 m JUU (n Owz W= ��=cn� WS3 wwo< ozz Nz WWQ Who OO~0w �� UZ 2 moo �aaa a m QW o—� Opp W J (n ZJ Q WQ MULL UUwUWu-ww (n UmUJ Z HQU <� Cl(nHW(nJw OWUGCMO F LL f- -J(WF-J)U) ZW�oaf� cn maU oLU WUU�-U?(an �WMW �Ww wUVZ W acnes m zzZ Iw-� Q0 -Woo _ wm it O W ZF „ c6 �Q m > w v(n w zU w WWWW n a- zw Ococi W � J2�Wm 11 11 =��LL W mwW W Z=LL H O WF-aU ¢i-� �cn(no o 3: u.j i W Z U O r N M v Ln (6 a -w zzwF- Ova Z a z OvLU LU z z+LLJ W uJ�aaimowq mai A ¢ LL: W crow 2 }} w w J J q U. UUO z U W C Z w U� Q 2' w fA N fn wN � za a% o 0 O z U w y �� M F �� i F- (1) z JQ z (7 (7 z w Q K T O IT w ZQ awl z~ Y Za" z z m �w Q O (7 w a� m O O w coW p z°=� w pa¢ W u�r W zw? m Z W LL o ate (/) �, o U) � p W LL (L zU p mp�U O (9 o ZQ O U O V LW F O W r � O av- '77 arc ~ y6 i Q m � �} F F c y j- ww g wW a w04 w wF w 0 wH 3 W� O u. O O LL: O LL O O O Z U Z Z U Z z U Z �A A A APPROVED BY: ."'f 1% ;o COUNTY OF RIVERSIDE oa DATE: 05/01/07 rw.ce�zua _" GUTTER DEPRESSION DIR OR OF TR PORTATION GEORGE A. JOHNSON,FOR GRATE OPENING RCE 42328 °`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE CATCH BASIN 11-04 1 4 2 5 STANDARD NO. 312 3 6 UTILITY POLE, WHEN ALLOWED, SHALL BE PLACED BEHIND SIDEWALK EXCEPT: 1. TRANSMISSION POWER POLES (SEE BELOW). 2. AERIAL CONDUCTORS ARE TYPICALLY REQUIRED TO BE RELOCATED TO AN UNDERGROUND LOCATION. WEAKENED PLANE JOINT AT APROXIMATELY 5' INTERVALS VARIABLE FIRE HYDRANT 7.5 FEET FROM FLOWLINE & 1' FROM CURB RETURN LINE 5'MIN. O FL TRANSMISSION POWER POLE (GUY AND LINE, FOR CIRCUITS THAT EXCEED 34kV): 1. FACE OF POLE SHALL BE PLACED 1'-6" BEHIND FLOWLINE. 2. SIDEWALK WIDENING REQUIRED -- SEE DETAIL. 3. PREFERRED LOCATION IS BEHIND SIDEWALK (SEE ABOVE), WHEN `� FEASIBLE. \ \`\10' 20' 10' MIN. MIN. MIN. io Z SIDEWALK FLOWLINE FOR ACCESS RAM ' N SEE STANDARD NO. 403 SIDEWALK AT INTERSECTION STAND 1/2" EXPANSION MATERIAL NOT TO SCALE NOTE: 1. VARIABLE DISTANCES TO BE SHOWN ON APPLICABLE TYPICAL ROAD SECTION STANDARD. 2. CONSTRUCTION TO BE OF CLASS "B" CONCRETE 4" MINIMUM THICKNESS. APPROVED BY: �oe�a.`�°"+, Cy wy COUNTY OF RIVERSIDE yz �� SIDEWALK, DATE: 05/01/07 No. CE,2928 may,. sa,-ae �,,� FIRE HYDRANT & DIR OR OF TR PORTATION olvi F:' GEORGE A. JOHNSON, RCE 42328 °`°""`° UTILITY POLE LOCATION REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE (SIDEWALK AT CURB 8-71,8-77 1 4 11-77,8-82 2 5 STANDARD NO. 400 (1 OF 2) 9-88,11-041 3 6 i RM/ WEAKENED PLANE JOINT AT APROXIMATELY 5' INTERVALS 5' SIDEWALK VARIABLE SIDEWALK ON INSIDE OF KNUCKLE ` ,I-1/2" EXPANSION MATERIAL CURB FACE' c UTILITY POLE OTHER THAN LINE TRANSMISSION POLE SHALL BE PLACED AT FRONT OF SIDEWALK �R/W WEAKENED PLANE JOINT AT APROXIMATELY 5' INTERVALS 5' SIDEWALK 6.5' MIN. TO FL FIRE HYDRANT 1.5 FEET FROM FLOWLINE & V FROM CURB RETURN LINE SEE STANDARD NO.403 5' SIDEWALK FACE OF TRANSMISSION POLE SHALL BE PLACED T-6" BEHIND FLOWLINE. SIDEWALK ,+ 1/2" EXPANSION MATERIAL NOT TO SCALE NOTE: 1. VARIABLE DISTANCES TO BE SHOWN ON APPLICABLE TYPICAL ROAD SECTION STANDARD. 2. CONSTRUCTION TO BE OF CLASS "B" CONCRETE 4" MINIMUM THICKNESS. APPROVED BY: ca.�a.`� COUNTY OF RIVERSIDE yz SIDEWALK, DATE: 05/01/07 No. CIE 3.31 41 may,. sa, ae FIRE HYDRANT & DIR OR OF TR PORTATION %,� CIVIL F, GEORGE A. JOHNSON, RCE 42328 °""`lf UTILITY POLE LOCATION REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE SIDEWALK AT RM) 8-71,8-77 11-04 1 4 11-77,8-82 2 5 STANDARD NO. 400 (2 OF 2) 9-88,2-90 1 6 VARIES 6 MIL PLASTIC SHEETING. SEE NOTE #3— m 5'-4 1/2" 1 F 6" C. F., OR 5'-4" IF 8" C.F. Z 2% ROADBED WIDTH TO THIS POINT 1 1/2" IF 6" C.F., OR 2" IF 8" C.F. J LL 2, 0 D > e p z EXTEND 6 MIL PLASTIC SEE NOTE #1 v SHEETING 2' BEYOND CONCRETE. SEE NOTE 2. 90% MIN. RELATIVE COMPACTION 95% MIN. RELATIVE COMPACTION SIDEWALK ADJACENT TO CURB ROADBED WIDTH PARKWAY TO THIS POINT VAR 5' MEANDERING SIDEWALK VARIES 21' PA KWAY o! 4' 5' SIDEWALK 91 18' PAf KWAY 2°�_� �t z 6" 1 1/2" IF 6" C.F., OR 2" IF 8" C.F.2 (MIN.) 6 MIL PLASTIC Q , SHEETING. SEE NOTE #1 SEE NOTE #3 NOT TO SCALE z XTEND 6 MIL PLASTIC SHEETING 2' BEYOND CONCRETE. SEE NOTE 2. 90% MIN. RELATIVE COMPACTION 95% MIN. RELATIVE COMPACTION -. MEANDERING SIDEWALK IN 21' PARKWAY SIDEWALK NOT ADJACENT TO CURB IN 18' PARKWAY NOTE: 1. AGGREGATE BASE OR APPROVED SELECT MATERIAL WHEN SOILS REPORT INDICATES PRESENCE OF EXPANSIVE SOIL CONDITIONS. 2. ALL CONSTRUCTION SHALL BE CLASS "B" CONCRETE. 3. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). APPROVED BY:JO6 COUNTY OF RIVERSIDE :e p0 y ° e WO O : o O Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION GEORGE A. JOHNSON,SIDEWALK AND CURB RCE 42328 °°`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D I DATE 8-71,11-77 1 4 8-82,9-88 2 5 STANDARD NO. 401 4-90,11-04 3 6 1/2 DELTA co 4 DELTA Ix O �-4 N 11 o y A WEAKENED PLANE JOINT (SEE NOTE WHEN S/W IS AT THE R/W OR WHEN MEANDERING EXPANSION JOINT (SEE STD. NO. 205) CURB AND GUTTER DETAILS PER STD. NO. 200 OR 201 4' SEE NOTE 10 6' TO FL BCR EXPANSION JOINT (SEE STD. NO. 205) a% 12 " WIDE BORDER (SEE NOTE 3 AND 7) CROSSWALK 4' MIN. �T SEE TABLE X ON SHEET 3 � Y Q A RAMP CONSTRUCTION U) SHALL INCLUDE CURB U AND GUTTER AND 10' MIN. SIDEWALK FROM BCR TO ECR 12' I ®-I 2' 2' Y (SEE TABLE Y BELOW] 4' MINIMUM MAX. 3' MIN. TOP OF RAMP ROUNDED (SEE NOTE 1) FLUSH DETECTABLE 2% SEE NOTE 4 WARNING 2% — -- ( ) SEE DETAILS PVM SHEET 2 OF 4 EXTEND 6 MIL PLASTIC SHEETING 2' BEYOND CONCRETE. SEE NOTE 5. 8.33°%o MAX' 4"MIN. wnN—- wn�wn� VA\wn\\v ^`SOLD JOINT SEE NOTE 9 SECTION A -A TABLE Y CF Y 6" 7.90' 8" 10.53' Y- CURB FACE (FT.) NOT TO SCALE 6.33% APPROVED BY: 4ec�o� a. �oyy Py ° o (� Z m DATE: 11/15/04 M. CE 12928 DIRE01OR OF TR PORTATION� �t CMI pt GEORGE A. JOHNSON, RCE 42328 °°`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D I DATE 8-77,5-80 11-04 1 4 10-81,6-82 2 5 9-88,2-90 3 6 SEE SHEET 4 OF 4 FOR NOTES. COUNTY OF RIVERSIDE CURB RAMP CASE A STANDARD NO. 403 (1 OF 4) 1/2 DELTA M 114 DELTA Ix O lig\ N u � cl WEAKENED PLANE JOINT (SEE NOTE 7) U '9 w EXPANSION JOINT (SEE STD. NO. 205) CURB AND GUTTER DETAILS PER STD. NO. 200 OR 201 SEE NOTE 11 AND DETAIL BELOW D� BCR 6' TO FL EXPANSION JOINT (SEE STD. NO. 205) 12 " WIDE BORDER (SEE NOTE 3 & 7) CROSSWALK 4' MIN. T SEE TABLE X ON SHEET 3 J DOME PATTERN �"YA` Aw""�� SEE NOTE 9 JOINT AA U RAMP CONSTRUCTION U) SHALL INCLUDE CURB v AND GUTTER AND 10, SIDEWALK FROM BCR TO ECR 12' a 1.67" TO 2.35" 4' CENTER TO SEE NOTE 10 CONSTRUCT RETAINING CENTER 2' 2' CURB UNLESS OTHERWISE SPECIFIED SPACING MAX. 3' MIN.O O FLUSH DETECTABLE 4"MIN 1.67" TO 2.35" (SEE NOTE 4) WARNING ,2% CENTER TOt %PVMT2% MAXCENTER O O O ° n SPACING w 6 MIL PLASTIC SHEETING 2'BEYOND CONCRETE. SEE NOTE 5. SECTION A -A SEE SHEET 4 OF 4 FOR NOTES. U RAISED TRUNCATED \ WAyy � �� ; 4" MIN. "� DOME PATTERN �"YA` Aw""�� SEE NOTE 9 JOINT 0.45" � 0.20" 0.90" —�00� RAISED TRUNCATED DOME a W° O : o O = m DETECTABLE WARNING SURFACE DATE: 11/15/04 SEE NOTE 11 NOT TO SCALE APPROVED BY:ca�0a.`Jo 4 °'s' COUNTY OF RIVERSIDE :e 0a, a W° O : o O = m DATE: 11/15/04 No. CE 42328 ' CURB RAMP DIR OR OF TR PORTATION� '' �,� a: GEORGE A. JOHNSON, RCE 42328 `OOp ��\F� CASE B REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77,5-80 11-04 1 4 12-97 STANDARD NO. 403 (2 OF 4) 110-811,6-82 2 5 9-88, 2-90 3 6 0/4 0/2 TC GRADE OPS TC S/p _ g\O�o MPX' CF 'O� M� AF 10 to FL X 4' X SHORT APRON LONG (15' MAX.) DDnC11 C TABLE X 0/4 TC=TOP OF CURB CF=CURB FACR CF (IN) RADIUS SIDE SLOPE X - TC GRADE (ALONG CURB RETURN) ffD 1% 2% 3% 4% 5% 6% GEORGE A. JOHNSON, RCE 42328 6" 35' 10% XS 4.6 4.2 3.9 3.6 3.4 3.2 XL 5.6 6.3 7.2 8.4 10.0 12.5 8" 35' 10% XS 6.1 5.6 5.2 4.8 4.5 4.2 XL 7.5 8.4 9.6 11.2 13.4 15.0 TO CALCULATE "X" DIMENSION: SHORT SIDE (DOWN SLOPE): LONG SIDE (UP SLOPE): XS (FT)_ CURB FACE (FT) XL (FT)_ CURB FACE (FT) SIDE SLOPE + TC GRADE SIDE SLOPE - TC GRADE ENGINEER TO SHOW XS AND XL ON IMPROVEMENT PLANS 1/4" 3/4" IN 12" BORDER 1/4" GROOVING DETAIL APPROVED BY: ;o��.p COUNTY OF RIVERSIDE ee"?*of p by v os ec7 Z. DATE: 05/05/0i : No. CE 12928 '+ Civi f`°'°•"`° CURB RAMP DI REO OR OF TRO§PORTATION GEORGE A. JOHNSON, RCE 42328 REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77,6-80 11-04 1 4 STANDARD NO. 403 (3 OF 4) 10-81,6-82 2 5 9-88,2-90 3 6 CONSTRUCTION NOTES: 1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODATE RAMP AND 4' LANDING, THEN USE THE CASE "B" RAMP. 2. IF SIDEWALK IS LESS THAN 6' WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED AS SHOWN IN CASE B. MINIMUM SIDEWALK WIDTH IS 4' FROM BACK OF CURB. 3. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH GROOVES 1/4" WIDE AND 1/4" DEEP APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. 4. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 5. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSID- ERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). 6. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP (EXCEPT IN CASE B). 7. CONSTRUCT WEAKENED PLANE JOINTS AT 1/4 DELTAS WHEN RADIUS EQUALS 35' AND AT INSIDE EDGE OF GROOVED BORDER WHEN RADIUS EQUALS 25'. 8. IF EXPANSIVE SOIL IS ENCOUNTERED, THEN RAMP SHALL BE CONSTRUCTED OVER CLASS 2 AGGREGATE MATERIAL. 9. CONCRETE SHALL BE CLASS B. 10. MAXIMUM SLOPES OF ADJOINING GUTTERS: THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP AND CONTINUOUS PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5% WITHIN 4' OF THE BOTTOM OF THE CURB RAMP. 11. DETECTABLE WARNING SURFACES ARE REQUIRED ON ALL CURB RAMPS THAT ENTER INTO A VEHICULAR TRAVEL WAY. APPROVED BY: COUNTY OF RIVERSIDE 6 ° WO O : e O 2 m DATE: 11/15/04 N.. 4= , E=. 9a, -o9 CURB RAMP DIR OR OF TR PORTATIONf+r° °jV1� GEORGE A. JOHNSON, RCE 42328 °` °•"`° CONSTRUCTION NOTES REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77,5-80 11-04 1 4 STANDARD NO. 403 (4 OF 4) 12-97 10-81,6-82 2 5 9-88,2-90 3 6 3' MIN. R=200' MIN, 6' TO FL 500' MAX. FL -FL R=3' 11' 5' 21' R=150' FOR R=200', L=100' FOR R=500', L=150' 21' R/W SEE NOTE 6 T MIN. 't1 / 201, NMN. 2% Y�V' 12%M \YY \\\/ \ VARIES 5' 2' MIN. �\ 2.5' MIN. 6 MIL PLASTIC vinvvv�\\V\\Yl �Y�\ SHEETING /^vv SEE NOTE 5. EXTEND 6 MIL PLASTIC SHEETING 2' BEYOND CONCRETE. SEE NOTE 5. NOT TO SCALE NOTES: 1. RADII FOR CURVED SIDEWALK SHALL VARY BETWEEN 200' AND 500' AT FRONT OF SIDEWALK. 2. SIDEWALK SHALL BE A MINIMUM OF 6' IN WIDTH ADJACENT TO CURB. 3. SIDEWALK SHALL BE 3' (MIN.) AWAY FROM FLOW LINE EXCEPT AT CURB RETURNS, BUS STOPS, AND AT TOP OF "T" INTERSECTIONS WHERE CURB RAMPS ARE REQUIRED. 4. SIDEWALK LAYOUT ON PLANS IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE INSPECTOR PRIOR TO FINAL CONSTRUCTION. 5. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). 6. SIDEWALK TO BE MAINTAINED BY THE COUNTY, LANDSCAPING TO BE MAINTAINED BY OTHERS. APPROVED BY: �o`�n.`,°" COUNTY OF RIVERSIDE 6 ° WO O : o O Z m DATE: 05/01/07 may,. E 4 No..ae 3-31. 8 MEANDERING DIR OR OF TR PORTATION �,,� olvi F:' GEORGE A. JOHNSON, RCE 42328 °""`"° SIDEWALK REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 11-04 1 4 2 5 STANDARD NO. 404 I I R/W26' RM FL J jJ O W, 3' 10' MIN. 4' 5' 4' LZ L MULTIPURPOSE LANDSCAPE SIDEWALK LANDSCAPE Z, Lu TRAIL J p LL m U W CL Of U Q o p J = SPLIT RAIL ° FENCE \ 2:1 MAX. w PVC o > 2%0- I- 2%_ r NOTE: 1. OMIT FENCE WITHIN SIGHT DISTANCE RESTRICTED USE AREAS. NOT TO SCALE pOF 188,0 APPROVED BY: 4e Q -O y wy a WO O : o O = m DATE: 05/01/07 No. CE 42328 DIR OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 OF C81\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 2-90,11-04 1 4 P.C.C. CURB COUNTY OF RIVERSIDE MULTIPURPOSE TRAIL STANDARD NO. 405 (1 of 2) O 1 All /l /l R A A V "'C A"'^ SCREW CAP TO POST LENE P( _J Q NOT TO SCALE LEGEND: CROV ih CO 1. 6 INCH SQUARE PVC POST WITH CAP @ 8'-0" O.C. MAXIMUM EMBED INTO FOOTING 30" MIN. CAPS TO BE SECURELY ATTACHED TO POSTS WITH GLUE AND SCREWS ON FOUR SIDES. 2. 2" X 6" NOMINAL PVC RAILS ATTACHED TO POST. ROUTE RAIL SLOTS ON POST AS REQ'D. TO ALLOW FOR ELEVATION CHANGES BETWEEN POST -TYPICAL. (2 RAIL FENCING ALLOWED ON A PROJECT SPECIFIC BASIS. 3. 12 INCH DIA. 33 INCH DEEP CONCRETE FOOTING. 4. FINISH GRADE. 5. COMPACTED PER SOIL ENGINEER'S REPORT. STERILIZE SOIL UNDER TRAIL SECTION AS REQUIRED. 6. 6 INCH THICK LAYER OF DECOMPOSED GRANITE. INSTALL THREE 2 INCH DEEP EQUAL LIFTS. WATER IN AND COMPACT EACH LIFT PER'STABILIZER' SPECIFICATIONS. 7. PVC POSTS AND RAILS TO BE WHITE OR AS APPROVED BY TRANSPORTATION DEPARTMENT. NOTE: 1. OMIT FENCE WITHIN SIGHT DISTANCE RESTRICTED USE AREAS. APPROVED BY: A. JO 4, COUNTY OF RIVERSIDE 6 ° DATE: 05/01/07 No. CIE 8 Z" MULTIPURPOSE Owl DIR OR OF TR PORTATION %,� °jyj� GEORGE A. JOHNSON, RCE 42328 °`°•"`° TRAIL REVISIONS REV. I BY: I APR'D DATE REV. BY: APR'D DATE STANDARD NO. 405 (2 of 2) RM/ 20' MI IMUM RM/ A 1/2 WIDTH 1/2 WIDTH R/W--- - A.C. PAVEMENT L z I "A" EONCRETE g N ALLEY APRON a i /A T RNV B EXPANSION JOINT � EXPANSION JOINT SIDEWALK 0 SIDEWALK w I o N 8.33% LL / J 8.33% N 1 --MAX MAX / CURB FACEA I o- GU ER CURB FACE i PLAN 2"X4" REDWOOD HEADER 2"X4" R/W 20' MINIMUM RNV REDWOOD 1/2 WIDTH 1/2 WIDTH HEADER—, LEVEL LIN 0.40' 2 1/2" MINIMUM 4" MINIMUM BASE A. C. PAVEMENT SECTION A—A 20' MINIMUM SIDEWALK 1/2 WIDTH 1/2 WIDTH SIDEWALK i- 8" MIN. EXPANSION JOINT c�r-rinnl R_R EXPANSION JOINT ALLEY WIDTH AS SPECIFIED BY THE DIRECTOR OF TRANSPORTATION. WHEN REQUIRED OR PERMITTED NOT TO SCALE APPROVED BY: �oe�a.`�°"+, COUNTY OF RIVERSIDE 6 ° W� as. e U' 2 m m� DATE: 05/01/07 No. CE 12928 TYPICAL ALLEY and DIR OR OF TR PORTATION f+f° °1 F�' GEORGE A. JOHNSON, RCE 42328 °`°•"`` ALLEY APRON SECTIO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-24-71 1 4 8-18-77 2 5 STANDARD NO. 500 11-80,11-04 3 6 VARIES RM TOP OF CURB ELEVATION OF SEWER MAIN DISTANCE "A" (30" MIN. WITHOUT CONC. ENCASEMENT) DISTANCE "B" II FLOW LINE ELEVATION 45° BEND WYE BRANCH4" MIN. V.C.P. (1/4" TO 1' MIN. GRADE UNLESS OTHERWISE SECTION A -A APPROVED) RAN 900 OPTIMUM A A AL li HOUSE CONNECTION LATERAL I SEWER MAIN STATION TO BE SHOWN ON THE IMPROVEMENTS PLAN. PLAN DISTANCES "A" AND "B" TO BE SHOWN ON THE IMPROVEMENT PLAN. O NOT TO SCALE J u - APPROVED BY: ca` 0 01. JO 4, COUNTY OF RIVERSIDE 6 " a WO O : o O Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATION a E9''"' SEWER �t CMI pt GEORGE A. JOHNSON, RCE 42328 a°""`" HOUSE CONNECTION REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-18-77 1 1 4 5-80,11-041 2 5 STANDARD NO. 600 m w v z H de 0 RM/ TOP OF CURB ELEVATION I 0 a" a 0 0 0• o o, '.o < a a e a e a a s a DISTANCE "A" (30" MIN. ' WITHOUT CONC. q OF SEWER MAIN ENCASEMENT) I 45° BEND WYE BRANCH °4- 4e V.C.P. CHIMNEY PIPE (4" MIN.) _FLOW LINE ELEVATION 4" MIN. V.C.P. (1/4" TO 1' MIN. GRADE UNLESS OTHERWISE APPROVED) —14- VAIES SEWER MAIN T 1CLASS "A" CONCRETE 1 'v SECTION A—A DISTANCES "A" AND "B" TO BE SHOWN ON THE IMPROVEMENT PLAN. NOT TO SCALE !! APPROVED BY: eo'pOFe,° � ►,. s,'`�. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TRO§PORTATION % C,v,�p�' GEORGE A. JOHNSON, RCE 42328 f` °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE &71 1 4 COUNTY OF RIVERSIDE SEWER CHIMNEY PIPE STANDARD NO. 601 3/4.. - --- 7/8" 9 1/4" 5/8" ° P CAST IRON FRAME 45" RAD. 1" EARTH FILL CONCRETE COLLAR ' .p o ° ° 6" 3/4" DIA. 1 1/4" 2" gN tR=131/2" 8 7/8" 9 1/4" T 3 1/8" CAST IRON COVER NOTES: MINIMUM WEIGHT OF CAST IR, FRAME AND COVER --- 90 POU NOT TO SCALE 11" i SECTION "A -A" !! APPROVED BY: eo`pOFe,° � ►.. so'`�. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TRO§PORTATION % C,v,�p�' GEORGE A. JOHNSON, RCE 42328 f` °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE &71 1 4 6" ' V.C.P. 1/8 BEND VITRIFIED CLAY PIPE ITS TO BE FILLED IOINTING COMPOUND BURNT CLAY DISC PLUG COUNTY OF RIVERSIDE SEWER CLEANOUT STANDARD NO. 603 DIRECTION OF FLOW A t OUTLE DIA. V/ B-ov-1 18" NOTES: 1. AT INLETS AND OUTLETS TURN BRICK ARCH DIRECTION OVER PIPE. OF FLOW 2. THE LOWEST STEP SHALL BE NOT MORE THAN A 24" ABOVE THE SHELF. 3. FOR PIPE 15" OR LESS THE CHANNEL SHALL J BE 2/3 OF THE PIPE DIAMETER AND FULL PIPE DIAMETER FOR PIPE 18" OR MORE. 4. CONCRETE TO BE CLASS "A". OUTLET PIPE V.C. PIPE CHANNEL B-00— INLET PIPE DIA. VARIABLE -STANDARD MANHOLE FRAME AND COVER FINISHED GRADE 8" BRICKWORK 4'-0' _ 4'-0' —SHELF io i CEMENT PLASTER - (EXTERIOR) co 5'- 4" SECTION A -A INLET PIPE 4" 8" BRICKWOR W jj m GALVANIZED a STEEL Q MANHOLE STEPS NOT TO SCALE !! APPROVED BY: eo'p°Fe,° � ►,. s°��. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TRO§PORTATION % C,v,�p�' GEORGE A. JOHNSON, RCE 42328 f` °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE &71 1 4 SECTION B -B COUNTY OF RIVERSIDE SEWER MANHOLE STANDARD NO. 604 B NOTES: OUTLET 1 " F 1. AT INLETS AND OUTLETS TURN BRICK ARCH PIPE DIA. OVER PIPE. VARIABLE— 2. THE LOWEST STEP SHALL BE NOT MORE THAN A 14" A 24" ABOVE THE SHELF. 1 3. FOR PIPE 15" OR LESS THE CHANNEL SHALL 0 BE 2/3 OF THE PIPE DIAMETER AND FULL PIPE DIAMETER FOR PIPE 18" OR MORE. DIRECTION OF FLOW 4. CONCRETE TO BE CLASS "A". __DIRECTION INLET PIPE OF FLOW DIA. VARIABLE PLAN OUTLET PIPE V.C. PIPE CHANNEL B� STANDARD MANHOLE FRAME AND COVER FINISHED GRADE 2'— 0" CEMENT PLASTER — 8" BRICKWORK 41-0- w J m Q Q 4'-0- SHELF 12" BRICKWORK INLET PIPE 00 J l.a 6-0 1/2" SECTION A -A NOT TO SCALE pOF 188,0 APPROVED BY: t,F E n. Jo" 4e QO y wy a WO O : o O = m DATE: 05/01/07 No. CE 42328 DIR OR OF TR PORTATION E:".ssF oe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,3-82 1 4 11-04 2 5 GALVANIZED STEEL MANHOLE STEPS SECTION B -B COUNTY OF RIVERSIDE DEEP SEWER MANHOLE STANDARD NO. 605 6" 2' - 0" D PAVEMENT OR GROUND SURFACE. - 1 1 � io Zo STANDARD MANHOLE FRAME AND COVER {ADJUSTING RINGS AS REQUIRED MAX. = 21" MIN. = 15" TOP 9" = 3-3" RINGS 1 WHERE POSSIBLE PLACE STEPS UPSTREAM. / SYMMETRICAL OR OFFSET DESIGN. GALVANIZED STEEL MANHOLE STEPS. SPACING NOT TO EXCEED 17" 6„ z O� O WLJi 00 OUTLET PIPE DROP INLET `O z O A -SHELF A U O /. wLL LL LL U) D O w _. Q � r - > SHELF w ° INLET PIPE CONCRETE VAR ENCASEMENT DIRECTION —CLASS "A" CONCRETE OF FLOW 5' - 0" DIA. PLAN SECTION NOTE: CHANNELS OF MANHOLE BOTTOMS TO BE FORMED IN CONCRETE, AND SIDE INLETS TO HAVE CHANNELS CURVED IN THE DIRECTION OF FLOW. SECTION "A -A" NOT TO SCALE pOF 188,0 APPROVED BY: t,F E n. Jo" 4e QO y wy a WO O : o O = m DATE: 05/01/07 No. CE 42328 DIRE01OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE &71 1 4 COUNTY OF RIVERSIDE PRE -CAST CONCRETE MANHOLE (ECCENTRIC) STANDARD NO. 606 W �y T SOL ifl 0 c) 0 N r W D_ C-2 O U r Z w a 119 STANDARD MANHOLE FRAME AND COVER {ADJUSTING RINGS AS REQUIRED MAX. = 21" MIN. = 15" TOP 9" = 3-3" RINGS 1 WHERE POSSIBLE PLACE STEPS UPSTREAM. / SYMMETRICAL OR OFFSET DESIGN. GALVANIZED STEEL MANHOLE STEPS. SPACING NOT TO EXCEED 17" 6„ z O� O WLJi 00 OUTLET PIPE DROP INLET `O z O A -SHELF A U O /. wLL LL LL U) D O w _. Q � r - > SHELF w ° INLET PIPE CONCRETE VAR ENCASEMENT DIRECTION —CLASS "A" CONCRETE OF FLOW 5' - 0" DIA. PLAN SECTION NOTE: CHANNELS OF MANHOLE BOTTOMS TO BE FORMED IN CONCRETE, AND SIDE INLETS TO HAVE CHANNELS CURVED IN THE DIRECTION OF FLOW. SECTION "A -A" NOT TO SCALE pOF 188,0 APPROVED BY: t,F E n. Jo" 4e QO y wy a WO O : o O = m DATE: 05/01/07 No. CE 42328 DIRE01OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE &71 1 4 COUNTY OF RIVERSIDE PRE -CAST CONCRETE MANHOLE (ECCENTRIC) STANDARD NO. 606 v T T N N 24" X 2 1/2" GRADE RING 24" X 6" GRADE RING 1/8" MIN. (TYP.) 1/4" HOOP (TYP.) 24" DIA. 2 5/8"1 r 41/8" I, 48" DIA. r 48" X 24" CONCENTRIC CONE rl 7 1/2" 5„� U--3 PAIR 1/4" 0 LONGIT. �11 COILS 1/4" 0 48" X 30" MANHOLE PIPE i 7 1/2" 1 5/8" 24" X 8" GRADE RING 5 3/4"24, 'DIA_ _ 13 1/2" [0,D fnO ZO �> 41/8" I, 48" DIA. r 48" X 24" CONCENTRIC CONE rl 7 1/2" 5„� U--3 PAIR 1/4" 0 LONGIT. �11 COILS 1/4" 0 48" X 30" MANHOLE PIPE i 48" X 15" MANHOLE PIPE F-3 PAIR 1/4" 0 LONGIT. 5 COILS 1/4" 0 _-o\o r— co T SEE JOINT DETAIL "A" SEE JOINT DETAIL "B" M.H. BOTTOM AS SHOWN ON STD. FOR PRE -CAST CONC. MANHOLE (ECCENTRIC) — v --P�1 3/4" 1" 00° 114"°I 24/8, e 1 1/2" 5 3/4" 24" DIA. JOINT DETAIL "A" ZD 1/4" 3/4" 3/16" 3/16:'- 1 /16" 1 3/8" bo T 48" DIA. JOINT DETAIL "B" STD. STEEL FRAME AND COVER, SET TO GRADE FINISH GRADE NOTE: NOT TO SCALE TYPICAL SECTION REINFORCEMENT SHOWN IS TYPICAL; ALTERNATE SYSTEMS SUBJECT TO APPROVAL. APPROVED BY: COUNTY OF RIVERSIDE p by v %Z DATE: 05/01/07 PRE -CAST CONCRETE No, CE 8 12924c Com' DIR OR OF TR PORTATION % °jyj� GEORGE A. JOHNSON,MANHOLE RCE 42328 f` °•"`° REVISIONS REV. I BY: I APR'D DATE REV.BY: APR'D DATE (CONCENTRIC) 8-71 h 1 I 1 4 STANDARD NO. 607 7 1/2" 48" X 15" MANHOLE PIPE F-3 PAIR 1/4" 0 LONGIT. 5 COILS 1/4" 0 _-o\o r— co T SEE JOINT DETAIL "A" SEE JOINT DETAIL "B" M.H. BOTTOM AS SHOWN ON STD. FOR PRE -CAST CONC. MANHOLE (ECCENTRIC) — v --P�1 3/4" 1" 00° 114"°I 24/8, e 1 1/2" 5 3/4" 24" DIA. JOINT DETAIL "A" ZD 1/4" 3/4" 3/16" 3/16:'- 1 /16" 1 3/8" bo T 48" DIA. JOINT DETAIL "B" STD. STEEL FRAME AND COVER, SET TO GRADE FINISH GRADE NOTE: NOT TO SCALE TYPICAL SECTION REINFORCEMENT SHOWN IS TYPICAL; ALTERNATE SYSTEMS SUBJECT TO APPROVAL. APPROVED BY: COUNTY OF RIVERSIDE p by v %Z DATE: 05/01/07 PRE -CAST CONCRETE No, CE 8 12924c Com' DIR OR OF TR PORTATION % °jyj� GEORGE A. JOHNSON,MANHOLE RCE 42328 f` °•"`° REVISIONS REV. I BY: I APR'D DATE REV.BY: APR'D DATE (CONCENTRIC) 8-71 h 1 I 1 4 STANDARD NO. 607 2"X1" DIAMOND MAT, 1/8" DEEP ONE OF TWO LOCKING LUGS 3/4" DIA. PICK HOLE PLAN TOP OF COVER i{�-1/16" SMOOTH 3/4" 3/4" MACHINE FINISH 6 RIBS '3/16" PICK HOLE LOCKING LUG PLAN BOTTOM OF COVER 1 8" SMOOTH MACHINE PLAN 3/4„ FINISH PORTION OF FRAME 23 5/8" DIA. 1/16" COVER RIB LOCKING - LUG 318" !Q_ co FRAME 7/8" DETAIL "A" 24 3/4" DIA. (FRAME r 23 5/8" O.D. (COVER) M 22" MIN. DIA. SEE CLEAR OPENING DETAIL SECTION "A" 1T T �I III I� DETAIL "A PLAN TOP OF COVER l4" 1/2" 6 RIBS V--314"SMOOTH MACHINE FINISH PLAN BOTTOM OF COVER SMOOTH MACHINE FINISH 3/4" 12 RIBS PLAN PORTION OF FRAME 26 1/2" DIA: �24" DIA. 22 DIA. Z7/17 R 3" 3 1/2" 23 3/4" DIA. 30 3/4" DIA. r SECTION r FRAME N �� 3/4" 24"DIA. x-3/4" 3/4 —231/2" DIA. FRAME AND COVER PARKWAY NOT TO SCALE TOTAL WEIGHT - APPROX. 130 LBS. ALL METAL TO BE GALVANIZED. SECTION COVER ROADWAY TOTAL WEIGHT - APPROX. 380 LBS. APPROVED BY: ee�oe�`so +rP COUNTY OF RIVERSIDE p by v o: ec7 zm DATE: 05/01/07 No. CE 42928 4 DIR OR OF TR MANHOLE FRAMES PORTATION J''e Civi "?' AND COVERS GEORGE A. JOHNSON, RCE 42328 °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71 1 4 2 5 STANDARD NO. 608 T CASE B I CASE C T i CASE A CASED � f ALTERNATE PLACEMENT OF CHANNELS NOT TO SCALE NnTF.q. JOINT DETAIL 1. CONCRETE FOR ALL PRECAST UNITS SHALL BE THOROUGHLY VIBRATED IN FORMS. IT SHALL BE CURED ACCORDING TO APPROVED PRACTICE EITHER BY STEAM, SPRINKLING, MEMBRANE SOLUTION, OR A COMBINATION OF THESE. IT SHALL DEVELOP 3500 PSI OR GREATER IN 28 DAYS. 2. ALL FIELD POURED CONCRETE TO BE CLASS "A" AND ALLOWED TO SET 24 HOURS BEFORE PLACING PRECAST UNITS. 3. ALL PRECAST UNITS SHALL BE REINFORCED FOR M-20 BRIDGE LOADING. 4. TO BE USED FOR DEPTHS LESS THAN 5' FROM APPROVED BY: .' O° COUNTY OF RIVERSIDE .e Q° oy P* o eo zn DATE: 05/01/07 No. CE 4=8 PRECAST 'RECTANGULAR DI REO OR OF TR PORTATION % °jyj� F:' GEORGE A. JOHNSON, RCE 42328 f` °•"`° REVISIONS REV. I BY: I APR'D DATE REV. BY: APR'D I DATE S HA L LOW MA N H O L E 8-71 h 1 I 1 4 STANDARD NO. 610 ADJUSTING SCREW 3/4" NUT A 3/4" X 8" BOLT — FLAT WASHER ; 7/8" I.D. TUBING 14 1/2" B_-48" I ADJUSTING 53" 60" SEE SCREW DETAIL FRAME AND COVER PER STD. 611 ADJUSTING SCREW DETAIL 3'-6^ 9^ 9^ GROUT •- SEE _ _ 9" 12" MIN. 5" 16" MIN. - JOINT DETAIL= - — — �h OR 16" GALV. 6' OR LESS - M/H2' MAX. -- 6", 12", STEPS - - - -- 6" � — 16", OR 32" -_ 1/2" FLOW CEMENT MORTAR 9" DETAIL "A -A" BASE TO BE POURED IN DETAIL "B -B" FIELD 1 1/2" BASE AND CHANNELS 14" -W— -All� POURED MONOLITHICALLY 3/4" (NOM.) CONCRETE MORTAR 3/8" THICK MAX.OR a 8.. GALV. LJ APPROVED JOINT ° °.1/4" 1/4".0, ° STEEL - _ ROD SEALING COMPUND. ,, 21/8-111 °, 2 1/8" . ov ° ° DROP STEP DETAIL 13/8 ° o o v p 1 1 /2" PRECAST OR GROUT STEPS INTO PLACE @ 16" O.C. ° 4 s:` ° AS SHOWN IN SECTIONAL ELEVATION. _ IL-2"�I 1/4" 13'/4 D ° T CASE B I CASE C T i CASE A CASED � f ALTERNATE PLACEMENT OF CHANNELS NOT TO SCALE NnTF.q. JOINT DETAIL 1. CONCRETE FOR ALL PRECAST UNITS SHALL BE THOROUGHLY VIBRATED IN FORMS. IT SHALL BE CURED ACCORDING TO APPROVED PRACTICE EITHER BY STEAM, SPRINKLING, MEMBRANE SOLUTION, OR A COMBINATION OF THESE. IT SHALL DEVELOP 3500 PSI OR GREATER IN 28 DAYS. 2. ALL FIELD POURED CONCRETE TO BE CLASS "A" AND ALLOWED TO SET 24 HOURS BEFORE PLACING PRECAST UNITS. 3. ALL PRECAST UNITS SHALL BE REINFORCED FOR M-20 BRIDGE LOADING. 4. TO BE USED FOR DEPTHS LESS THAN 5' FROM APPROVED BY: .' O° COUNTY OF RIVERSIDE .e Q° oy P* o eo zn DATE: 05/01/07 No. CE 4=8 PRECAST 'RECTANGULAR DI REO OR OF TR PORTATION % °jyj� F:' GEORGE A. JOHNSON, RCE 42328 f` °•"`° REVISIONS REV. I BY: I APR'D DATE REV. BY: APR'D I DATE S HA L LOW MA N H O L E 8-71 h 1 I 1 4 STANDARD NO. 610 STANDARD M.H --� LIFT (2 REQ.) � I rD- B C B 3/4' L N 3/4" A C A 7/8" 21/2" SE R 1/8" X 1 " X 2" 5/8" -► If PADS (8) 26" SECTION C -C MANHOLE COVER 3/4" PAD (2 COVERS REQUIRED PER FRAME) 1 1/2" 1^ 31/4" 1/4" 3/4" TO 2 1/2 LL_ 1 7/8"-111 1/8 26" (VARIABLE) "7/8'- SECTION A -A SECTION D -D 1" 174" 3 1/4" � 1" 1 7/8" 1131/8"- � 1 1/8. 3/8" 26" * RIB 2 7/8" SECTION B -B --31/2" „ 5/8"1/411 5/8" RIB (TYP.) 21" (TYP.) to- 2 3 1/2" SECTION E -E (2 COVERS REQUIRED PER FRAME) E E 9" (TYP.) EXPOSED METAL & COVER N M TO BE GALVANIZED AFTER FABRICATION. 501 57" MANHOLE FRAME NOT TO SCALE pOF l88,° APPROVED BY: eoF �►. s°��. 6 ° Z, e!7 zm DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TR CIV1 PORTATION % E Civi ♦f � p GEORGE A. JOHNSON, RCE 42328 °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE &77 1 4 COUNTY OF RIVERSIDE RECTANGULAR MANHOLE FRAME AND COVER STANDARD NO. 611 z w 2 w a LL 0 w C7 0 w (D Z U) X III AREA TO E PAVED "O�X 5' (MAX). 5' MEET EXISTING PLAN VIEW GROUND OR PAVEMENT__ SEE NOTE BELOW ■� EXISTING GROUND ASPHALT SHALL BE -� 1" THICKER THAN =71 e ADJACENT PAVEMENT NOTE: SECTION "A -A" SLOPE WILL CONFORM WITH RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS, OR MEET EXISTING CONDITIONS AS DIRECTED BY THE ENGINEER. NOT TO SCALE pOF 188,0 APPROVED BY: 4e Q -O y wy a WO O : o O Z DATE: 05/01/07 No. CE 42328 DIR OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE PAVING DETAIL AROUND MANHOLE IN UNPAVED AREA STANDARD NO. 612 Z 2 0 ih STREET SURFACE 6' CURB SIDEWALK PRECAST CONCRETE METER BOX co CV 45° OR 90° (OPTIONAL) CORPORATION STOP WATER MAIN 4 1.5' WHEN SIDEWALK IS ADJACENT TO RNV. NOTE: ALL LOT SERVICE LATERALS TO BE INSTALLED PRIOR TO PAVING OF STREET, INCLUDING FIRE SPRINKLER PREVENTION SERVICE. �i y NOT TO SCALE METER ANGLE METER STOP COUPLING SERVICE PIPE FLEXIBLE PIPE, MATERIAL PER WATER DISTRICT OR AGENCY SPECS. APPROVED BY: �o`�n.`,°" COUNTY OF RIVERSIDE 6 ° WO O : o O Z m DATE: 05/01/07 N-m3.3192TYPICAL WATER METER No. CIE 8 ,A8 DI REO OR OF TR PORTATION�+,� olvi GEORGE A. JOHNSON, RCE 42328 °""`"° INSTALLATION REVISIONS REV. BY: APR'D DATEREV. BY: APR'D DATE 11-77,8-82 1 4 STANDARD NO. 700 NOTE: FIRE HYDRANT 1. FIRE HYDRANT SHALL BE PLACED: a.) 7.5 FEET BEHIND THE FL WHEN THE WIDTH OF SIDEWALK IS 6' FROM FL. b.) 1.5 FEET BEHIND THE FL WHEN THE SIDEWALK IS ADJACENT TO R/W OR MEANDERING. 2. FIRE HYDRANT SHALL NOT BE PLACED WITHIN THE CORNER CUT BACK AT ANYTIME. 6"MIN. PIPE AS SHOWN ON IMPROVEMENT PLAN. (TO BE CONSISTENT WITH ROAD STD.) J OF WATER MAIN VALVE BOX, FRAME, JRB FACE AND COVER PAVEMENT M VALVE (NON- RISING STEM) ..,f6"MIN. PIPE_ (OPTIONAL USE OF PIPE SECTIONS IN MAKE-UP) TEE BRANCH 18"X18"X18" CONCRETE ANCHOR BLOCK NOTE: 1. FIRE HYDRANT TO BE AS APPROVED BY SERVING AGENCY. 2. HYDRANTS WILL BE INSTALLED IN ACCORDANCE WITH ORDINANCE 460. NOT TO SCALE APPROVED BY:ca�0a.`Jo COUNTY OF RIVERSIDE :e p0 y 6 ° a WO O : o O Z m DATE: 05/01/07 No.C3.31 FIRE HYDRANT DIR OR OF TR PORTATION �t CMI pt GEORGE A. JOHNSON, RCE 42328 a°""`1`° INSTALLATION REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77,5-80 1 1 4 STANDARD NO. 701 2-82,9-88 2 5 4-90,12-971 3 6 -t VnI L VnLVL, JVIILVVLV LIVVJ (IOWA LIST #14 OR EQUAL) NOTE: HYDRANTS TO BE INSTALLED IN ACCORDANCE WITH ORDINANCE 460 AND 546, SECTION 901. NOT TO SCALE F EBg, APPROVED BY: .to A. J4Py m a W� O o (� Z m DATE: 05/01/07 No. CIE 12928 DIR OR OF TR PORTATION �fE �f t\t OF GEORGE A. JOHNSON, RCE 42328 C. REVISIONS REV. BY: APR'D DATE REV. BY: APR'D I DATE 8-71 1 4 8-77 2 5 5-80 3 6 COUNTY OF RIVERSIDE FIRE HYDRANT INSTALLATION (ALTERNATE) STANDARD NO. 702 30^RADIUS NOTCH 1/2 PLAt OF COVE FRAME 1.4 T3/4 ---------�*� Q3/4^ SECTION "A -A" FRAK0ECDVER STREET � SURFACE PAVEMENT APPROVED BY: 0 COUNTY OF RIVERSIDE 341 DIREO-OR OF TRO§PORTATION VALVE BOX, FRAME Civi GEORGE A. JOHNSON, RCE 42328 AND COVER REVISIONS KEV. BY: APR'D DATE REV. BY: APR'D STANDARD NO. 703 8"PIPE OFPROPER LENGTH APPROVED BY: 0 COUNTY OF RIVERSIDE 341 DIREO-OR OF TRO§PORTATION VALVE BOX, FRAME Civi GEORGE A. JOHNSON, RCE 42328 AND COVER REVISIONS KEV. BY: APR'D DATE REV. BY: APR'D STANDARD NO. 703 o GUFtV E 2 °76 N yy I ip V�V I Z \ dO 2% MIN N opj Z°h OQ� CROSS SLOP V GIF \ G� W \ U Q LL m \ \ U � os \ � \ 1 � \ I U I rml \ = I U W N 2 � cf) w I I.N� ^ L 7 I w U W I J J CLL B B LL C NOTE: A A OFFSET MAY BE LOCATED EITHER LEFT OR RIGHT. NOT TO SCALE pOF l88,° APPROVED BY: eoF ►. s, `�. 6 ° e!7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TR PORTATION % C,v,�p�' GEORGE A. JOHNSON, RCE 42328 f` °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77 11-04 1 4 11-80,2-82 2 5 11-91, 12-97 3 6 COUNTY OF RIVERSIDE OFFSET CUL-DE-SAC STANDARD NO. 800 (A) m M Q LL COO 0 0 O 0 M W co 1 � Lo W O U � W Cl) m Q LL- 0 LO O Lu co 0 0 LU 60 1 M N Lu O O � CO � M U Lo T N Co ! Q � m a LL O W to Lo W o 1 0) Lu to oc U N T M O� ti M 00 _ O Ch T J T 0 w = fV U T co I N J co O T O N IT 00 Lo M �~ M tiN CC!W co � ti ti 00 M � T T T T T T U v Lo ;o b) r' v 0 �J M N M N O NNNN N N co - T O N N M —I O M T N C6 I� N ti 00 r P- CD N T v L v NT 0 co N COO CO M00 N m J W M M M M CND � U T T T T T T U w M M M M M M 00 Lo CO io CO � O � T � O a M N M N O Nt 0 0 0 0 0 0 N N N N N N io 0) M ti N N J � o 0 0 0 0 T T Co T T T T T timM 14, 1- M IV'TIVM �U) it U U o Z� o W T T T T T T T T T T T T 'V Lo 'IT 'V M M N M N O Nt N N N N N N CO W � O r T O I- W Lo M M N N N M 1— 60 C - - 00 OD to O) O T M 0 CV Ch CO T T T O 9 O N T T T T T T T T T T T r m�o Zo N N N N Q N M M M M M zo M coCOO COO ti I- pOF l88,° APPROVED BY: eoF ►. s, `�. 6 ° e!7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TR PORTATION % C,v,�p�' GEORGE A. JOHNSON, RCE 42328 f` °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-77 11-04 1 4 11-80,2-82 2 5 11-91, 12-97 3 6 COUNTY OF RIVERSIDE OFFSET CUL-DE-SAC STANDARD NO. 800 (A) m M Q LL COO 0 0 O 0 M W co 1 � Lo W O U � W Cl) m Q LL- 0 LO O Lu co 0 0 LU 60 1 M N Lu O O � CO � M U Lo T N Co ! Q � m a LL O W to Lo W o 1 0) Lu to oc U N T M O� ti M 00 _ O Ch T J T 0 w = fV U T co I I [C — ��2 D =75° MIN. (90°-15 FL— - Ti 120° MAX (90°+30°). A Ri B TZ I R CURB AND BUTTER m F 4 a \ R5 z y \ rn p R 3 FL� I N O sir C CURB AND GU R2 ER 90°00'0" PROPERTY—LINE E 3 I I \ - CROWN LINE N \ 80°0010' 2%MIN R 1 CROSS SLOPE 25 7 I , 25' REGARDLESS OF RNV WIDTH W D SEE STANDARD #400 FOR SIDEWALK ON INSIDE OF KNUCKLE. R5 R4 � I L2 FN F I � I A3=z-'\l(VARIABLE) + 2 '2 Y = E + T R3= 2A + 10'c LL� B B �LL C D + T1= 50.00' A A NOT TO SCALE RM/ ROADWAY IMPROVEMENT WIDTH A B C D E R1 R2 R3 2 R4 T1 R5 T2 56' 36' 28' 18' 10' 40.99' 70.00' 35' 56' 66' 100 17'48" 100' 9.01' 110' 9.91' 60' 36' 30' 18' 12' 41.04' 70.60' 37' 58' 70' 10° 14' 12" 100' 8.96' 112' 10.03' 60' 40' 30' 20' 10' 41.04' 70.60' 35' 60' 70' 100 14' 12" 100' 8.96' 110' 9.85' 66' 44' 33' 22' 11' 41.12' 71.49' 36' 65' 76' 100 08' 58" 100' 8.88' 111' 9.86' 74' 44' 37' 22' 15' 41.22' 72.66' 40' 69' 84' 100 02' 13" 100' 8.88' 115' 10.10' 78' 56' 39' 28' 11' 41.26' 73.23' 36' 77' 88' 9° 58' 58" 100' 8.73' 111' 9.69' APPROVED BY: ee�oe�` Jo- `4. COUNTY OF RIVERSIDE p by v o: ec7 zm DATE: 05/01/07 No. CE 12928 1 ' DIR OR OF TR PORTATION GEORGE A. JOHNSON,STANDARD KNUCKLE RCE 42328 °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D I DATE 8-71 1 4 11-80,2-82 2 5 11-04 3 6 STANDARD NO. 801 S! _ --0 375' MINIMUM 5� _ � (-4j pOF 1681° APPROVED BY: eoFE►.s°��. 6 ° os e!7 zm DATE: 05/01/07 No. CE 12928 1 DIR OR OF TR PORTATION % E Q39708 ♦f CIVIC p GEORGE A. JOHNSON, RCE 42328 FCAtlf° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 3-82 1 4 SEE STANDARD NO. 805 FOR CURB RETURN RADIUS RQUIREMENTS (TYP.) STREET COUNTY OF RIVERSIDE FRONTAGE ROAD INTERSECTION STANDARD NO. 802 W J. BACK K f[ - LU Ir 0\J l n O I RCC I J n/1v C h v v I IJ I n LESS THAN STANDARD NO. 111 (INDUSTRIAL COLLECTOR, 78' R/W) R = 35' IF EITHER STREET HAS A WIDTH GREATER THAN OR EQUAL TO STANDARD NO. 111 (INDUSTRIAL COLLECTOR 78' R/W) NOT TO SCALE APPROVED BY: ee�oe�.`so +.p COUNTY OF RIVERSIDE p by v os DATE: 05/01/07 ° Z No. CE 12928 PROPERTY LINE - � DI REO OR OF TR PORTATION % Civ,F ° CORNER CUT-BACK, GEORGE A.JOH ON, RCE 42328 RETURN RADIUS REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 580, 2-82 1 4 2-90,12-97 2 5 STANDARD NO. 805 11-04 3 6 FLAT PLATE WASHER CUT STEEL WASHER_ I \ 111 A 5/8" CARRIAGE BOLT 11 WITH HEX NUT 8" X 8" ROUGH D.F. POST `V (CREOSOTE TREATED) �\ TYPICAL POST SPACING 12'-6" C TO C NOTES: 1. GUARD RAIL ELEMENT MAY BE EITHER STEEL OR ALUMINUM. 2. STEEL RAIL SHALL BE GALVANIZED PER ASTM DESIGNATION A-123. 3. STEEL RAIL THICKNESS SHALL BE MIN. 12 GAUGE. 4. ALUMINUM RAIL THICKNESS SHALL BE MIN. 0.105 IN.. M O 4 1/2" 12 1/2 _ 4 1 /2" 2" 2" (� POST BOLT SLOT 29/32" X 1 SLOTS 3/4" X 2 1/2" SLOT 5/8" X 1 1/4" BUTTON HEAD OVAL SHOULDER BOLTS WITH 1 1/4" RECESSED HEX NUTS - TOTAL: 8 PER SPLICE AND 4 PER TERMINAL SECTION. RAIL SPLICE \N ED 6 1/4" 4 1/4" 2" SLOTTED N HOLES -- -------- SAME AS RAILf ELEMENT SECTION TERMINAL SECTION STD. NO. W31 (Ca) GALV. METAL CHANNEL U -POST (GALV. 10 GA.) OM4-3 ELEVATION 2'-6" MINIMUM END OF RIGHT OF WAY OR BEGINNING OF BUFFER STRIP. Fi CURB & GUTTER PAVING CURB & GUTTER 'a VARIABLE PLAN NOT TO SCALE APPROVED BY: A. Jo 4, COUNTY OF RIVERSIDE 6 ° a W� O : o Z m DATE: 05/01/07 No. CE 12928 DIR OR OF TR PORTATIONBARRICADE �t CMI pt GEORGE A. JOHNSON, RCE 42328 C. t" REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71,5-80 1 4 12-97 2 5 STANDARD NO. 810 6' LL SIDEWALK MULTIPLE MAILBOX TO BE FURNISHED BY U. S. POSTAL SERVICE I t I R 12' 2.17' a o 6' FOUNDATION ANCHOR BOLTS 11111111111111211 6' 3.42' SIDEWALK \ R 121 \ I" L ' LL Lu 'JO a �' Y OQ a- F- � U� J� UW <Q mU M Fn NOTE: MAILBOX LOCATION, FOUNDATION ANCHOR BOLTS, AND BOLT HOLES SHALL CONFORM TO SPECIFICATIONS FURNISHED BY THE POSTMASTER. !! APPROVED BY: eo`p°Fe,° E►..s°��. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DI REO OR OF TR CIVI PORTATION % E Civi ♦f C p GEORGE A. JOHNSON, RCE 42328 °•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE MULTIPLE MAILBOX INSTALLATION FOR NEW SIDEWALK STANDARD NO. 812 6' EXISTING SIDEWALK MULTIPLE MAILBOX TO BE FURNISHED BY U. S. POSTAL SERVICE w 1' o 3 TYP 4" THICK CONCRETE SLAB z Q W m Q O O � Q v ? FOUNDATION z R 3' cn Ix �,� ANCHOR BOLTS VARIABLE 1/2' EXPANSION JOINT I PER STD. NO. 205. LL LL J 0w Om O �' a� LL UUW J� mU < NOTE: CO MAILBOX LOCATION, FOUNDATION ANCHOR BOLTS, AND BOLT HOLES SHALL CONFORM TO SPECIFICA- TIONS FURNISHED BY THE POSTMASTER. MAILBOX FOUNDATION AND SLAB TO BE A MONOLITHIC POUR. pOF 188,0 APPROVED BY: 4e Q -O y wy e WO O : o O Z DATE: 05/01/07 No. CE 42328 DIRE01OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 CeL\FO REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE MULTIPLE MAILBOX INSTALLATION FOR EXISTING SIDEWALK STANDARD NO. 813 STREET CENTERLINE 48' MIN. 50' MIN. 48' MIN. F► A -'� = s 00 1 T FL 21' PARKWAY J 12' TURNOUT 6" OR 8" 7.5' 9' CURB FARCE M U C� tl SIDEWALK A T c'NT w 2% 2°�° MUS CURB DATA �- ° \Y , EXTEND 2% 0/b 2% 3.2 �0 /\� R = 50' 6 MIL "' 0.91' = 28'21'27" PLASTIC U SHEETING T.C. L=24.75' ""' �""'"`" � 2' BEYOND n �\v� h\ /� wny,,. CONCRETE. v' F.S. T = 12.63' SEE NOTE 3.-1 ^° �'� b o o� CEMENT TREATED BASE 8" MIN PCC - CLASS A SECTION A -A NOT TO SCALE NOTES: 1. THICKNESS OF PCC AND BASE DEPENDS UPON ADT VOLUME AND SOIL TYPE. STRUCTURAL SECTION CALCULATIONS ARE REQUIRED. 2. LOCATION OF BUS TURNOUT SHOULD BE AS APPROVED BY THE TRANSPORTATION DEPARTMENT, AND IN CONSULTATION WITH THE APPROPRIATE TRANSIT AGENCY. (FAR SIDE BUS TURNOUT IS THE PREFERRED LOCATION): NEAR SIDE FAR SIDE 3. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). APPROVED BY: O14.$JO— COUNTY OF RIVERSIDE o O = m DATE: 05/01/07 No. CE 42328 DIR OR OF TR PORTATIONBUS TURNOUT �t IVIL pt GEORGE A. JOHNSON, RCE 42328 CL\F REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 11-04 1 4 STANDARD NO. 814 12-97 BUS STOP SIGN Y Q BUS STOP",, o BUS STOP a ? wA SHELTER F o SIGN _ C-4, ZO <V 21' PARKWAY J 12' TURNOUT 6" OR 8" 7.5' 9' CURB FARCE M U C� tl SIDEWALK A T c'NT w 2% 2°�° MUS CURB DATA �- ° \Y , EXTEND 2% 0/b 2% 3.2 �0 /\� R = 50' 6 MIL "' 0.91' = 28'21'27" PLASTIC U SHEETING T.C. L=24.75' ""' �""'"`" � 2' BEYOND n �\v� h\ /� wny,,. CONCRETE. v' F.S. T = 12.63' SEE NOTE 3.-1 ^° �'� b o o� CEMENT TREATED BASE 8" MIN PCC - CLASS A SECTION A -A NOT TO SCALE NOTES: 1. THICKNESS OF PCC AND BASE DEPENDS UPON ADT VOLUME AND SOIL TYPE. STRUCTURAL SECTION CALCULATIONS ARE REQUIRED. 2. LOCATION OF BUS TURNOUT SHOULD BE AS APPROVED BY THE TRANSPORTATION DEPARTMENT, AND IN CONSULTATION WITH THE APPROPRIATE TRANSIT AGENCY. (FAR SIDE BUS TURNOUT IS THE PREFERRED LOCATION): NEAR SIDE FAR SIDE 3. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). APPROVED BY: O14.$JO— COUNTY OF RIVERSIDE o O = m DATE: 05/01/07 No. CE 42328 DIR OR OF TR PORTATIONBUS TURNOUT �t IVIL pt GEORGE A. JOHNSON, RCE 42328 CL\F REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 11-04 1 4 STANDARD NO. 814 12-97 WHITE REFLECTIVE LETTERS ON INTERST, GREEN REFLECTIVE SHEETING �s GALVANIZED POST ----2" I.D. STD. PIPE 12'-0" LONG E EXPANSION PAPER SIDEWALK E 1 11 CONCRETE COMPACTED it-- EARTH --w 1/2" X 8" 1 "ROUND ROD ANCHOR OR SQUARE DIRT LOCATION w D J C NE PIECE) C A - 5/8" X 21" CADMIUM PLATED CARRIAGE BOLT SIDEWALK LOCATION 5/8" HOLE 30" - 48" 3" LETTERS -�EZR\D J J U- LL r-6' SIDEWALK i-- ► r 6' SIDEWALK SIGN w SIGN LOCATION } LOCATION 3' RNV LINE 3' RNV LINE O :SIDEWALK ¢ SIDEVIFALK 2 l GF I lMp� GF FFL FR MINOR STREET INSIDE OF KNUCKLE INTERSECTION SIGN INSTALLATION DETAILS NOT TO SCALE NOTE: WHEN ONE OF THE INTERSECTING ROADWAYS HAS AN ULTIMATE PAVED WIDTH OR CURBED WIDTH GREATER THAN 40 FEET, STD. 815 SHALL BE USED. TWO SIGN UNITS ARE REQUIR- ED. THEY SHALL BE ON THE MAJOR STREET, AND ON OPPOSITE CORNERS SO THAT THEY WILL BE ON THE FAR RIGHT-HAND SIDE OF THE INTERSECTION FOR THE TRAFFIC ON THE MAJOR STREET. AT "T" INTERSECTIONS, ONLY ONE STREET NAME SIGN SHALL BE REQUIRED. MORE THAN TWO STREET NAME SIGNS MAY BE REQUIRED AT INTERSECTIONS WITH MORE THAN FOUR LEGS. WHEN ALL INTERSECT- ING STREETS HAVE ULTIMATE PAVED WIDTHS OR CURBED WIDTHS OF 40 FEET OR LESS, AND THEY ARE NOT GENERAL PLAN ROADS. USE STANDARD 816. ppOF!l BION APPROVED BY: a. jo ti o a WO O o O = m DATE: 05/01/07 N". CE 42928 DIR OR OF TR PORTATION� �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 POs ONL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D I DATE 8-71 12-97,1-00 1 4 8-77 11-04 2 5 3.82, 4-90 3 6 COUNTY OF RIVERSIDE STREET NAME SIGN (CURB TO CURB WIDTH GREATER THAN 40') STANDARD NO. 815 B - 14 GAUGE TOP AND CROSS SADDLE OF ANODIZED ALUMINUM 00 C - SIGN PLATES. (ANODIZED ALUMINUM i - a : a • EXTRUSION OF 6063 T-4 ALLOY MATERIAL.) �i D - CAST ANODIZED ALUMINUM POST WITH THREE 3/8" ALLEN HEAD STAINLESS STEEL SET SCREWS. E PLUG V-0" X 1'-0" X V-0" DEEP, EXPANSION - PAPER ON ALL SIDES. SIDEWALK LOCATION 5/8" HOLE 30" - 48" 3" LETTERS -�EZR\D J J U- LL r-6' SIDEWALK i-- ► r 6' SIDEWALK SIGN w SIGN LOCATION } LOCATION 3' RNV LINE 3' RNV LINE O :SIDEWALK ¢ SIDEVIFALK 2 l GF I lMp� GF FFL FR MINOR STREET INSIDE OF KNUCKLE INTERSECTION SIGN INSTALLATION DETAILS NOT TO SCALE NOTE: WHEN ONE OF THE INTERSECTING ROADWAYS HAS AN ULTIMATE PAVED WIDTH OR CURBED WIDTH GREATER THAN 40 FEET, STD. 815 SHALL BE USED. TWO SIGN UNITS ARE REQUIR- ED. THEY SHALL BE ON THE MAJOR STREET, AND ON OPPOSITE CORNERS SO THAT THEY WILL BE ON THE FAR RIGHT-HAND SIDE OF THE INTERSECTION FOR THE TRAFFIC ON THE MAJOR STREET. AT "T" INTERSECTIONS, ONLY ONE STREET NAME SIGN SHALL BE REQUIRED. MORE THAN TWO STREET NAME SIGNS MAY BE REQUIRED AT INTERSECTIONS WITH MORE THAN FOUR LEGS. WHEN ALL INTERSECT- ING STREETS HAVE ULTIMATE PAVED WIDTHS OR CURBED WIDTHS OF 40 FEET OR LESS, AND THEY ARE NOT GENERAL PLAN ROADS. USE STANDARD 816. ppOF!l BION APPROVED BY: a. jo ti o a WO O o O = m DATE: 05/01/07 N". CE 42928 DIR OR OF TR PORTATION� �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 POs ONL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D I DATE 8-71 12-97,1-00 1 4 8-77 11-04 2 5 3.82, 4-90 3 6 COUNTY OF RIVERSIDE STREET NAME SIGN (CURB TO CURB WIDTH GREATER THAN 40') STANDARD NO. 815 WHITE REFLECTIVE LETTERS ON INTERST, GREEN REFLECTIVE SHEETING GALVANIZED POST 2" I.D. STD. PIPE 12'-0" LONG �J E �J o EXPANSION ' PAPER SIDEWALK 0 E �W CONCRETE 04 COMPACTED EARTH 1/2" X 8" 1 " ROUND ROD ANCH< OR A C NE PIECE) C A - 5/8" X 15" CADMIUM PLATED CARRIAGE BOLT B - 14 GAUGE TOP AND CROSS SADDLE OF ANODIZED ALUMINUM C - SIGN PLATES. (ANODIZED ALUMINUM EXTRUSION OF 6063 T-4 ALLOY MATERIAL.) D - CAST ANODIZED ALUMINUM POST WITH THREE 3/8" ALLEN HEAD STAINLESS STEEL SET SCREWS. E - PLUG 1'-0" X 1'-0" X V-0" DEEP, EXPANSION SQUARE 12.. PAPER ON ALL SIDES. DIRT LOCATION SIDEWALK LOCATION 24" OR 30" 5/8" HOLE D 2" LETTERS J J 01.`Jgsi Cy °~ J NOTE: .e 0� o �—& SIDEWALK ► 6' SIDEWALK a WO O : o O = m SIGN SIGN ONE COMPLETE NAME SIGN UNIT IS REQUIRED DIR OR OF TR PORTATION LOCATION LOCATION AT EACH INTERSECTION WHEN PAVED WIDTHS RNV LINE RNV LINE OR CURBED WIDTHS OF ALL INTERSECTING REV. BY: APR'D DATE REV.BY: STREETS ARE 40 FEET OR LESS. AT INTER- APR'D DATE 8-71 12-97,11-00 1 SECTIONS WITH AN ULTIMATE PAVED WIDTH 4 :SIDEVIFA1 K : _='SIDEWALK OR CURBED WIDTH GREATER THAN 40 FEET, 8-77 8-02,11-04 2 USE STANDARD 815. STD. 816 IS INTENDED FOR �5�� 3' N 3' RESIDENTIAL STREETS WITHIN A TRACT. OTHER ,k 6 TYPES OF INTERSECTIONS, USE STD. 815. INSIDE OF KNUCKLE INTERSECTION NOT TO SCALE SIGN INSTALLATION DETAILS APPROVED BY: 01.`Jgsi Cy °~ COUNTY OF RIVERSIDE .e 0� o a WO O : o O = m DATE: 05/01/07 No. CE 42328 " NAME SIGN DIR OR OF TR PORTATION GEORGE A. JOHNSON,STREET RCE 42328 Op ��\F� (CURB TO CURB WIDTH LESS THAN OR EQUAL TO 40') REVISIONS REV. BY: APR'D DATE REV.BY: APR'D DATE 8-71 12-97,11-00 1 4 STANDARD NO. 816 8-77 8-02,11-04 2 5 3-82,4-90 1 3 6 RNV SOUTH SIDE OR WEST SIDE PARKWAY WIDTH 4.0' VARIES: 10' TO 21' [NORMAL MIN. SEE SHEET 2 7' VALVE BOX - CURB FIRE HYDRANT. (LOCATE FIRE HY- DRANT IN ACCOR- DANCE WITH STD. NO. 400 AND STD. NO. 701 nlnTr:c- NORTH SIDE OR EAST SIDE RM/ GAS MAIN (TRANSMISSI 6. I � I WATER MAIN SEWER i MAIN STORM 6.5' DRAIN MIN. DEPTH VARIES TYPICAL SECTION NOT TO SCALE A PARKWAY WIDTH VARIES: 10'T021' SEE SHEET 2 I J I C&G 2.5' NORMAL MIN. 2.5' MIN. COVER OVER FACILITIES 1. LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES MUST BE PROVIDED BY THE SUBDIVIDER, AND SHOWN ON ANY PLANS SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR APPROVAL. 2. CHANGES MAY BE PERMITTED BY THE DIRECTOR OF TRANSPORTATION IN CASES OF CONFLICTING FACILITIES. 3. CONFLICTS BETWEEN UTILITY COMPANY FACILITIES, EXISTING AND PROPOSED, MUST BE MUTUALLY RESOLVED BY THE UTILITY COMPANIES. 4. ABOVE -GROUND FACILITIES SHALL BE LOCATED BEHIND SIDEWALK. 5. FOR TREE INSTALLATION ON LOCAL STREETS, TREES SHALL BE LOCATED 2 FEET OUTSIDE OF RM WHEN SIDEWALK IS ADJACENT TO CURB. APPROVED BY:caF0a.`Jo 4 Cy °~ COUNTY OF RIVERSIDE .e 0a, a WO O : o O = m DATE: 05/01/07 No. CE 42328 E�.�sFAe UNDERGROUND DIR OR OF TR PORTATION �" t CIVIL pt GEORGE A. JOHNSON, RCE 42328 POpC�L\FC UTILITY LOCATIONS REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-82,9-88 1 1 4 STANDARD NO. 817 (1 OF 2) 4-90,12-971 2 5 8-02,11-041 3 6 18" STREET- (� LIGHT RM VARIES 10'- 15' a VARIES 6' 4'- 9' (e) 4 (d)� 10' - 15' PARKWAY STREET LIGHT RAN 1 8' 18' PARKWAY NOTE: (a) SIDEWALK LOCATION VARIES. (b) 9 FEET FROM FLOWLINE TO FRONT OF SIDEWALK. (c) 1.5 FEET FROM FLOWLINE TO BASE OF STREET LIGHT. (SEE STD'S 1000 & 1001) (d) STREET LIGHT FOUNDATION (SEE STANDARD NO. 1000 OR 1001 FOR RESIDENTIAL AND ARTERIAL LIGHTING DETAILS). (e) 6' FROM FLOW LINE TO BACK OF JOINT UTILITY TRENCH. ADJUST TRENCH TO AVOID CONFLICTS. RNVSTREET LIGHTY FL ---6' BACK EDGE 21 ►' (e) OF JOINT VARIES 5' UTILITY LL VARIES TRENCH 6' Z D! zw 18" I— STREET LIGHT ,,, w ;_r SECTION U MEANDERING SIDEWALK --- 01 AM IDEWALKPLAN 21' PARKWAY pOF 188,0 APPROVED BY: t,F E n. d0" 4e Q -O y wy a WO O : o O Z DATE: 05/01/07 No. CE 42328 DIRE01OR OF TR PORTATION Em.�sFAe �t CIVIL pt GEORGE A. JOHNSON, RCE 42328 0.11FO I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I NOT TO SCALE COUNTY OF RIVERSIDE UNDERGROUND UTILITY LOCATIONS STANDARD NO. 817 (2 OF 2) W U U m W 0w w °J(; w O Q Z m _ - W W Q W Q (1) J m W Z w z Z) � Z w H (n 0o O Z U) - w W MU (/) QO2 OU w Y w�00 NQ 2lwi U T QQ U)CO g co LL Z J Q �d UU - Z � H w 2 z Q z ~ W Y 0 U z 0 Z)Q z w w Z (0 i0 JZ a_wo''<ww W 20 WOWHF_ moo_ z Q}mw=Q z Z -j O H W WOQa'00 2� :wwv --<0 i J Z LLWO 00 VOQ w<N mQ- Ug*k �aw aC)H �W0 Ocn H(�m O W H W 0 H W z J J_j.. ww Q�� UOf (l,�f- ZO_'Q IR CO pa - 00 0 Lu Z Q \ O W J m Q w J m Q > w J U U 0 H Z m W d H Qz_Z W U H Z_ W m v)2Qw �M(nU O0O W W OZE3 LL U)J Y Q W = Q Z Y ~ z OUW2 UHQzo CO U (wnzz< Q ~ m W O� �XNQ� Uw(n2U �dU)wa �(,JQZ U) 5 co — w LL ui Qom¢ a()m w LL Y °J(; w O Q Z m _ - W W Q W H W�O W D_ LL 0 ca W=) W (n OJ W z - OU w Y (n w w f_ U WQOWm 2lwi U T ca H2U)LL Z U LL Z J Q 00 Ur (n Q J Of Q O - Z � H W > O(�HOU z Q z ~ W Y 0 U z 0 Z)Q z w w Z JZ a_wo''<ww W 20 WOWHF_ moo_ z Q}mw=Q z Z -j O H W WOQa'00 2� :wwv --<0 W cl i cri O w Z I= t pOF 168,0 APPROVED BY: 4e Q -O y wy a WO O : o O Z DATE: 05/01/07 No. CE 42328 DIR OR OF TR CIVI PORTATION E ClVt Aa �t L pt GEORGE A. JOHNSON, RCE 42328POP CeL\FO REVISIONS REV. BY: APR'D DATE REV. BY: APR'D I DATE 8-77 12-97 1 4 4-90 2 5 11-95 3 6 V�y z0 QN Lu 0( d2Q 00 gQU `s W O U UQ U H Q COUNTY OF RIVERSIDE UTILITY TRENCH BACKFILL STANDARD NO. 818 STAMP "TV" IN 3" LETTERS IN FACE OF CURB AT EACH --_ CONDUIT LOCATION SEE STANDARD NO. 805 FOR CURB RETURN RADIUS REQUIREMENTS. 3" CABLE T.V. DUCT STAMP "TV" IN 3" LETTERS IN FACE OF CURB AT EACH CONDUIT LOCATION i U/-NbLt I.V. UUI,I TYPICAL CROSS SECTION NOT TO SCALE 3" CABLE T.V. DUCTS SHALL BE SCHEDULE 80 P.V.C., RIGID GALVANIZED STEEL CONDUITS, OR APPROVED EQUAL. APPROVED BY:,°" COUNTY OF RIVERSIDE Cy wy 6 ° W� O DATE: 05/01/07No. CE 4=8 LOCATION OF CABLE TV IV 7 DUCTS AT DIR OR OF TR PORTATION �,,� °jyj� F.' GEORGE A. JOHNSON, RCE 42328 °`cftly REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE STREET INTERSECTIONS 1 4 2 5 STANDARD NO. 819 8 FEET MINIMUM FROM EDGE OF TRAVELED WAY (ETW) INCLUDING 4 FEET MINIMUM FROM EDGE OF PAVEMENT AS RIGHT OF WAY ALLOWS + FIXED OBJECT (UTILITY POLE, FIRE HYDRANT, ETC.) 4 FEET LANE MIN. WIDTH VARIES 10'-12' VARIABLE I A' ON A CASE BY CASE BASIS, DISTANCE MAY BE LESS FOR UNUSUAL CONDITIONS, AS APPROVED BY THE DIRECTOR OF TRANSPORTATION OR DESIGNEE. NOTE: TO AVOID FUTURE RELOCATIONS, ALL INSTALLATIONS SHOULD BY MADE IN ACCORDANCE WITH STANDARDS 400 AND 817 IF POSSIBLE. FOR APPLICATIONS ADJACENT TO CURB AND GUTTER USE STANDARDS 400 AND 817. NOT TO SCALE APPROVED BY: n.`;o" :e 0� 9 wy 6 ° DATE: 05/01/07 M. CE 12928 DIR OR OF TR PORTATION GEORGE A. JOHNSON, RCE 42328 f°°`°•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE FIXED OBJECT PLACEMENT FOR INTERIM ROADWAY CONDITIONS STANDARD NO. 820 0 U_W Q w (A w p MINOR ROAD tT 15' BEHIND EDGE OF WAY. TRAVELED }I 00 �O C I CDS F Z_ Q O a 03: D_' W E -L0 dam~ Ln o0 N(n0 000 (C)O(O 000 MO 00 0 (O > 0 Q NCe) Ce) IT LO U) (O Z �U dp 02S OF �U) CD m � U O(UO NNM Lf) OLf) co 6) OU)o LAO(O (n 1— pF- / ow coS U I- �Q m (n w mZ) Z I a O O CD w ? Of 14 Q ir (n 0 LID Cf) ITqT 0 (n 0 (C)U)(O F- a I z aU)2 i 0 U_W Q w (A w p MINOR ROAD tT 15' BEHIND EDGE OF WAY. TRAVELED }I C I CDS F Ii Q W LLZ 03: D_' W E -L0 dam~ Ln o0 N(n0 000 (C)O(O 000 MO 00 0 (O > 0 Q NCe) Ce) IT LO U) (O Z �U dp 02S OF �U) CD m � U O(UO NNM Lf) OLf) co 6) OU)o LAO(O (n 1— pF- 0=—� LL (()(O(O I- a(~/) m Z a WU HLL CD a z� 0~ Q Z LuU U) W d �Q L- ZO Ow d Z W J U � <w 0 z Lu 0 -F- O Z Luw p >-z of W Of Q �=w U p H U Cn am O zz 0 O O Z U W z LL � Q J U U QLL Q 3 W w� p fl' LL LL a Q 00 W W W (nWZZ Z) Z J J WOf Of J W W a (Dww z I� c� I J (D w pg E OW _ QOooF- w u) �� w J O W W U) W W Z W w O Z H aU, = t wYa� U Q JH LL (=no z HQQz w wo O 1— H 0 w Q m m= H � LLJ 0 H W J 0� w azwOmpz < °0 _~ > z wJ<n(AOw� z(n=w w WO w =WD~O2ma �QCDm0a g pl- W00 ZJ W 0<L -i (D 0 p �wwLLWZH OW�Oo'R' UZZ� � UD-aOa WMOO D =AOC) a �wQ 00U0 za0LL0 QJU� m wI-2w0mJ �WLo <a �UWU J MCD �pz c) c) Of U) Q 00)-0w�o (waaaaW~ �CD�O w zQcnw�=w WOO D~> zza w =p-�W�U z< Q0< mmQO O U=>W'�(wjQ Hc�pLL OWZ w H O o' p- � wWz� azwwz0 LLJ X:zOVQ U w(apm>aLL z<WW �zw UWw �� amOUH Hw~pO=OWg�~waw�i) >O-ww mLLQzmw� <0UwO m OWWO �ZWwapJmWm�n>p�Y J n0 �aOzwUJw H Omz wwa°0om-M-aaH>M�QwZw nzp Ofa��QO UVU�mp�D'�-iH)aUm a W aal-(/j mZ-jwzQ�~2�WwZWJ wPaw -1 0E -W=0 W(nU' cD5'j)wwa �,ow�� W—F-LLLLL�H=�OMWHZ(=/) IW --C) ZW W=Q(WDO=mZw(DDUOOzz W appal w ) pL�L~= WZ W W�aJ J(n� W pal' H(/)�w ~=J(!!Z=W ZH WW p z~ U- W W W z W w O z~ W Q w~ Z= 0 OI wa2Z0w==0=wof0LL=JOLLw Hm2=-z<F--aI-LLLLa0Hw000 Z N M .4 (() 6 I� 00 6 O APPROVED BY: 6 0 WO O : e O Z m DATE: 05/01/07 No. CE 12928 . DIR OR OF TR PORTATION �+f CIVIL". GEORGE A. JOHNSON, RCE 42328 °o'.. REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE INTERSECTION SIGHT DISTANCE STANDARD NO. 821 DQ CDS 03: D_' W E -L0 dam~ Ln o0 N(n0 000 (C)O(O 000 MO 00 0 (O > 0 NCe) Ce) IT LO U) (O �U dp 02S OF �U) Jw m W W 0 OfF- LL O(UO NNM Lf) OLf) co 6) OU)o LAO(O (n 1— pF- 0=—� (()(O(O I- a(~/) U2 CD w ? W o (n 0 NNCe) (n 0 LID Cf) ITqT 0 (n 0 (C)U)(O (n CO wales aU)2 APPROVED BY: 6 0 WO O : e O Z m DATE: 05/01/07 No. CE 12928 . DIR OR OF TR PORTATION �+f CIVIL". GEORGE A. JOHNSON, RCE 42328 °o'.. REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE INTERSECTION SIGHT DISTANCE STANDARD NO. 821 N L&T w RNV LINE TYPE "A" OR "B" '_7� FACE OF CURB MONUMENTS (TYP FACE OF CURB �- o SEWER MANHOLE RNV LINE _�\ 1) L&T� �L&T MONUMENTING STREET CENTERLINES WHEN SEWERS ARE LOCATED ON CENTERLINE STANDARD "A" OR "B" STANDARD "A" OR "B" MONUMENTS IN PAVEMENT MONUMENTS IN PAVEMENT RNV LINE G �os�q�c �g'�P 9tiC, TIE TO STD. "D" MONUMENT IF STREETS ARE NOT PAVED RNV LINE STANDARD "A" OR "B" + STANDARD "A" OR "B" MONUMENTS IN PAVEMENT MONUMENTS IN PAVEMENT MONUMENTING STREET CENTERLINES WHERE CURBS ARE NOT REQUIRED *SET TIE IN PAVEMENT IF RNV IS UNAVAILABLE. NOTES: 1. L & TAS SHOWN HEREON INDICATES LEAD AND TACK OR STEEL PIN MONUMENT SET IN CURB. 2. LEAD AND TAG OR STEEL PIN MONUMENT WITNESS TO PROPERTY CORNER MAYBE SET, NOT REQUIRED. 3. SEE MONUMENT SPECS 21 FOR TYPE "A, C, D, & E" MONUMENT DESCRIPTION AND STD. 903 FOR TYPE "B" MONUMENT DRAWING. SEE SPECS 21.07 FOR MONUMENT SCHEDULE. NOT TO SCALE APPROVED BY: ca` ,O A. JO COUNTY OF RIVERSIDE :e 0� �'S' 6 ° a WO O : o O Z m DATE: 05/01/07 No. CE 12928 ' -OUT STANDARDS DIR OR OF TR PORTATION olvi GEORGE A. JOHNSON,TIE RCE 42328 °°`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE &82 1 4 11-04 2 5 STANDARD NO. 900 TYPE "E" MONUN (OPTIONAL) N TYPE "E" MONUMENT (OPTIONAL) ENT TYPE "E" MONUMENT (OPTIONAL) I I q I I MONUMENTING STREET INTERSECTIONS WHERE CURB AND GUTTERS ARE INSTALLED q TYPE "A" OR "B" (MONUMENT), L&T RADIAL LINE E.C. w Z I _40,, F TYPE "E" MONUMENT--- UJ m J� U L&T /TYPE "D" MONUMENT <OT -4-N F Bc 'ate L & T \ TYPE "A" OR "B" MONUMENT MONUMENTING L&T BEGINNING AND ENDING OF CURVE. NOTES: 1. L & T SHOWN HEREON INDICATES LEAD AND TACK OR STEEL PIN MONUMENT SET IN CONCRETE CURB. 2. LEAD AND TAG OR STEEL PIN MONUMENT WITNESS TO PROPERTY CORNER MAY BE SET ('E" MONUMENT), IN LIEU OF SETTING FRONT LOT CORNERS ("D" MONUMENT). 3. THE P.I. OF THE CURVE CENTERLINE OF A STREET MAY BE MONUMENTED IN LIEU OF E.C. & B.C. IF THE P.I. FALLS WITHIN THE TRAVELED WAY. IT SHALL BE REFERENCED WITH L & T's IN CURB. 4. SEE MONUMENT SPECS 21 FOR TYPE "A, C, D, & E" MONUMENT DESCRIPTION AND STD. 903 FOR TYPE "B" MONUMENT DRAWING. SEE SPECS 21.07 FOR MONUMENT SCHEDULE. NOT TO SCALE APPROVED BY: e,�oeh`Jo`�.p COUNTY OF RIVERSIDE p by v ec7 zm DATE: 05/01/07 No. CE 8 STREET CENTERLINE oy,. sa-ae 'k DIR OR OF TR PORTATION J''e °jp" "?' MONUMENT GEORGE A. JOHNSON, RCE 42328 °•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D DATE 8-71 1 4 2-90 2 5 STANDARD NO. 901 co N RAINCAP -v N M M ri 8' 9,500 LUMEN LUMINAIRE FULL CUT-OFF HIGH PRESSURE SODIUM TYPE TO BE SHOWN ON STREET LIGHTING PLAN. FOR PRIVATE LIGHTING RESTRICTIONS WITHIN 45 MILE RADIUS OF MT. PALOMAR SEE LATEST COUNTY ORD. REGULATING LIGHT POLLUTION. 1. ORNAMENTAL CONCRETE AS APPROVED BY THE ELECTRIC SERVING UTILITY. 2. DESIGN PARAMETERS: - 80 MPH WIND FACTOR - 1.3 GUST FACTOR ROUND OR OCTAGONAL, TAPERED POLE ACRYLIC ANTI -GRAFFITI COATING. I 3. ALTERNATE POLE MATERIALS, OR SIGNIFICANT DEVIATION FROM THESE STANDARDS SHALL REQUIRE APPROVAL BY THE SERVING UTILITY COMPANY AND THE DIRECTOR OF TRANSPORTATION. 4. SEE STREET LIGHTING SPECIFICATION SECTION 22 OF THIS ORDINANCE FOR ADDITIONAL REQUIREMENTS. 5. THE POLES SHALL BE GALVANIZED STEEL IN IID JURISDICTION. 18"_j�L PLASTIC U SHEETING 2I BEYOND CONCRETE. -----6 MIL PLASTIC SHEETING. - 4 - 1" X 36" X 4" ANCHOR BOLTS . � � WHEN ABUTTING SOIL HAS A HIGH SULFATE SQUARE OR ROUND FOUNDATION CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION NOT TO SCALE 16.04). APPROVED BY: O P.. JO COUNTY OF RIVERSIDE 6 ° a WO O : o O Z m DATE: 11/15/04 No. CE 12928 ' DIR OR OF TR PORTATION GEORGE A. JOHNSON,RESIDENTIAL LIGHTING RCE 42328 °°`°•"`° REVISIONS REV. BY: APR'D DATE REV. BY: APR'D I DATE 11-77,8-82 11-04 1 4 9-88,2-90 2 5 STANDARD NO. 1000 5-94,12-97 3 6 M RAINCAP b) N 8' NnTt=c• ORNAMENTAL CONCRETE AS APPROVED BY THE ELECTRIC RFRVINC, I ITI1 ITY .Z 22,000 LUMEN LUMINAIRE FULL CUT-OFF HIGH PRESSURE SODIUM TYPE TO BE SHOWN ON STREET LIGHTING PLAN. FOR PRIVATE LIGHTING RESTRICTIONS WITHIN 45 MILE RADIUS OF MT. PALOMAR SEE LATEST COUNTY ORD. REGULATING LIGHT POLLUTION. DESIGN PARAMETERS: 21 PARKWAY - 80 MPH WIND FACTOR - 1.3 GUST FACTOR VAR. - • 5' VAR. MEANDERING ROUND OR OCTAGONAL, SIDEWALK TAPERED POLE WITH ACRYLIC ANTI -GRAFFITI COATING. _ LL ALTERNATE POLE MATERIALS, OR SIGNIFICANT DEVIATION FROM THESE STANDARDS SHALL REQUIRE APPROVAL BY THE SERVING UTILITY COMPANY AND THE DIRECTOR OF TRANS- PORTATION. SEE STREET LIGHTING SPECIFI- CATION SECTION 22 OF THIS ORDINANCE FOR ADDITIONAL REQUIREMENTS. 6 MIL PLASTIC / SHEETING.* EXTEND 6 MIL PLASTIC SHEETING 2' BEYOND CONCRETE. RAN ® —18' PARKWAY 4' 5'_ STRAIGHT SIDEWALK THE POLES SHALL BE GALVANIZED ' J L STEEL IN IID JURISDICTION. 6 MIL PLASTIC SHEETING.* -- SIDEWALK SECTIONS 2%_ u SII d III: cr) SII II—I EXTEND 6 MIL PLASTIC cli II IF 6 MIL PLASTIC SHEETING 2' BEYOND SHEETING.+ CONCRETE.'v J LL 4-1"X36"X4" ANCHOR BOLTS X2.5' --I - WHEN ABUTTING SOIL HAS A HIGH SULFATE SQUARE OR ROUND FOUNDATION CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION NOT TO SCALE 16.04). APPROVED BY: O14.$JO— 4a COUNTY OF RIVERSIDE .e 0� Cy o (= m DATE: 11/15/04 No.. 1.08 = ARTERIAL HIGHWAY DIRE01OR OF TR PORTATION �,�,� a� GEORGE A. JOHNSON, RCE 42328 Fo LIGHTING REVISIONS REV. BY: APR'D I DATE REV. BY: APR'D I DATE 11-77,11-82 11-04 1 4 9-88,2-90 2 5 6-94,12-97 3 6 STANDARD NO. 1001 TYPE OF DRIVEWAY DISTANCE B RESIDENTIAL 10' COMMERCIAL 15' r �_ ROADWAY , CURB ROADWAY CLASSIFICATION DISTANCE A ' A om w LOCA CO L LLCOE T R 10' ROADWAY- , SECONDARY, MAJOR, ARTERIAL 20' NOT TO SCALE APPROVED BY: COUNTY OF RIVERSIDE 'y m Z n DATE: 05/01/07 TREE SETBACKS AT No. CE 12928 ,k ' -BACKS DIR OR OF TR PORTATION % civ, GEORGE A. JOHNSON,CORNER CUT RCE 42328 f°°`°•"`° REVISIONS REV. BY: APR'D DATE REV.BY: APR'D DATE AND DRIVEWAYS 11-04 1 4 STANDARD NO. 1101 TRAFFIC SIGNAL POLE 10, REMOVABLE CAP2� 2� SEE CLAMP 4� 21 DETAIL BELOW THIRD TAB FOR 6' ISNS (TYPICAL FOR 8' ISNS) I 24' ABOVE POLE BASE 8, , ULAPPROVED WATER -TIGHT ELECTRICAL BOX (ISNS STRAIGHT ARM MOUNTING NOT TO SCALE 7/16" DIA HOLE IN CLAMP BACK CLAMP SUPPLIED WITH A TYPE "F" W/4 BOLTS 3/8"-16UNC BLUNT POINT (ASTM A-307) SELF -TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) 3/8" SPECIFY TRAFFIC SIGNAL POLE — DIA. AT 24' ABOVE BASE NOTCH OR DRILL TRAFFIC FOR DRAINAGE SIGNAL 1/4" PL POLE CLAMP TOP VIEW ELEVATION CLAMP DETAIL NOT TO SCALE APPROVED BY: ca'Aoa.`JC4a COUNTY OF RIVERSIDE a WO O : DATE: 05/01/07 ONo. CE42328=' " �,_1 F:' TRAFFIC SIGNAL POLE IISNS STRAIGHT ARM DI REO OR OF TR PORTATION GEORGE A. JOHNSON, RCE 42328 Op \F MOUNTING DETAIL REVISIONS REV. I BY: APR'D DATE I REV. FBY: APR'D DATE 1 4 STANDARD NO. 1200 2 5 3 6 LEFT 30' 15' 10'1' TURN TYP TYP. TYP. TYP. LANE THROUGH DIRECTION 10' LANE OF TRAVEL CTYP. D LIMITLINE OR CROSS- WALK THROUGH 2" C STUB OUT aVo LANE C&G TYPE "A" CURB TERMINATION PER CALTRANS STD. PLAN NO. ES -5D LOOP DETECTOR PLACEMENT DETAIL NOT TO SCALE MINIMUM ADVANCED DETECTOR SETBACK FROM LIMIT LINE (MUTCD 2003 CA SUPPLEMENT) 6, DIA 1' TRIANGLE SETBACK SPEED 100' 25 140' 30 \ 185' 35 - 230' 40 285' 45 345' 50 405' 55 475' 60 LOOP DETECTOR SAWCUT DETAIL NOT TO SCALE APPROVED BY: ,a1�a.`0y "+ °~ COUNTY OF RIVERSIDE .e p0 6 ° a WO O DATE: 05/01/07 M. CE4=8Z' UP. sa1A8 '1` s cm «+ °°`CAL TYPE E LOOP DETECTOR SAWCUT & PLACEMENT DIR OR OF TR PORTATION GEORGE A. JOHNSON, RCE 42328 DETAIL REVISIONS REV. I BY: APR'D DATE REV. BY: APR'D I DATE 1 4 STANDARD NO. 1201 2 5 3 6 LUMINAIRE MAST ARM (NON-TAPERED) SIGNAL 5 ISE STANDARD STRAIGHT LUMINAIRE MAST ARM DETAIL NOT TO SCALE PEU PEU w o o w 120 VOLT SERVICE z Z o o Z I _ 120 VOLT SERVICE CIRCUIT BREAKER— - CIRCUIT BREAKER TO IISNS__ TO LUMINAIRES CIRCUIT BREAKER��_CIRCUIT BREAKER CONTACTOR CONTACTOR 30 AMP, MERCURY 60 AMP, MERCURY TEST SWITCH DUAL PEC WIRING DIAGRAM NOT TO SCALE O 0 MAST -ARM MOUNTING CLAMP FOR OPTICAL DETECTOR NOT TO SCALE pOF !8810 APPROVED BY:�o" .e Q� 9 wy a WO O : o O Z. DATE: 05/01/07 NO. CE 42328 E>m.3-sFAe DIR OR OF TR PORTATION t CIVIL pt GEORGE A. JOHNSON, RCE 42328 C81\FO I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE TRAFFIC SIGNAL DETAIL SHEET STANDARD NO. 1202 pOF 168,0 APPROVED BY: eoFE►.s°��. 6 v Z' e!7 DATE: 05/01/07 No. CE 12928 1 DIR OR OF TR PORTATION% E.P."149 1f CIVIL p GEORGE A. JOHNSON, RCE 42328 `oF CA IF` I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE CASE "A" DETECTION INPUT STANDARD NO. 1203 l6° APPROVED BY: eo`pOF 8, E►..s°��. 6 ° os e!7 Z. DATE: 05/01/07 No. CE 12928 1 DIR OR OF TR CIVI PORTATION % E Civi ♦f C p GEORGE A. JOHNSON, RCE 42328 `°'°•"`° I REVISIONS I I REV.I BY: I APR'D I DATE I I REV.I BY: I APR'D I DATE I COUNTY OF RIVERSIDE CASE "B" DETECTION INPUT STANDARD NO. 1204 SPECIFICATIONS TABLE OF CONTENTS SECTION TITLE PAGE 1 Definitions.............................................................................. 1 2 Inspection and Testing.......................................................... 2 3 Materials................................................................................. 3 4 Scope of Work........................................................................ 4 5 Obstructions........................................................................... 5 6 Public Safety and Convenience ............................................ 5 7 Clearing and Grubbing.......................................................... 7 8 Earthwork............................................................................... 7 9 Finishing Roadway................................................................ 8 10 Base Materials........................................................................ 9 11 Asphalt Concrete................................................................... 10 12 Road -Mixed Asphalt Surfacing ............................................. 16 13 Seal Coats............................................................................... 17 14 Concrete Structures.............................................................. 17 15 Culvert Pipe............................................................................ 17 16 Concrete Curb and Gutter and Sidewalk ............................. 19 17 Sewers.................................................................................... 20 18 Water Pipelines...................................................................... 21 19 Underground Utility Installation ........................................... 23 20 Street Name Signs................................................................. 24 21 Monuments............................................................................. 24 22 Street Lighting........................................................................ 26 23 Signalization and Highway Lighting .................................... 28 24 Roadway Landscaping ................................................. 39 The publications referred to herein are as follows: Standard Specifications of the California Department of Transportation, State Division of Highways, latest issue "Greenbook", Standard Specifications for Public Works Construction, latest issue American Society for Testing Materials (ASTM), Standards and subsequent revisions. American Association of State Highway and Transportation Officials (AASHTO), Parts I and II, latest edition. American Water Works Association (AWWA), latest edition. American National Standard Practice for Roadway Lighting, American National Standards Institute. 1. DEFINITIONS 1.01 Director of Transportation: Shall mean the Director of Transportation of the County of Riverside, California, and/or his duly appointed deputies, inspectors or agents, as referred to herein. 1.02 Standard Specifications: As herein referred to shall mean the Standard Specifications of the State of California, Department of Transportation, Division of Highways, latest issue as currently available in published form from the State Printing Office. 1.03 Contractor: As herein referred to shall mean the agency or individual engaged in doing the work, and furnishing the materials herein discussed. Said Contractor shall represent the Subdivider insofar as the execution of the work shall be concerned, and it will be assumed that he has been so authorized by the Subdivider. 1.04 Agreement: As herein referred to shall mean the formal Subdivision Improvement or Agreements entered into with the Board of Supervisors of the County of Riverside by the Subdivider, as completed and executed by both parties. Said Agreements to set forth all requirements for improvement of the subject Subdivision, including roads, water supply systems, drainage structures, sewers, monuments or other work as set forth therein. 1.05 Plans: The plans, profiles, detail sheets or other drawings or instructions as prepared by the Subdivider, his Engineer, or other authorized representative, to delineate the nature and scope of the improvement work to be done on the proposed subdivision. Said plans to be approved by the Office of the Director of Transportation, and bearing his signature thereon. 1.06 Improvement Standards: Standard drawings as prepared by the Director of Transportation and adopted by Ordinance, showing the nature of the various items of improvement work to be done and/or made a part of the Agreement. 1.07 Engineer: An authorized representative of the Director of Transportation acting within the scope of his designated authority in the detailed inspection of the work. 1.08 Subdivider: Any person, firm, corporation, partnership or association who caused land to be divided into a Subdivision for himself or for others, and has executed an agreement with the County. 1.09 Acceptance: Completion of all work in accordance with approved plans; in conformance with Riverside County Ordinance 460, Improvement Standards and Specifications; and release of Securities by the Director of Transportation. 1.10 Laboratory: The established laboratory of the Riverside County Transportation Department or other laboratories approved by the Engineer to test materials and work involved in the Agreement. 1.11 Terms and Definitions: In lieu of the following terms and definitions as used in Section 1 of the Standard Specifications, the intent and meaning shall be interpreted as follows: a) DEPARTMENT OF TRANSPORTATION. Shall mean the Board of Supervisors of the County of Riverside. b) DIVISION OF HIGHWAYS. Shall mean the Transportation Department, County of Riverside. c) STATE or STATE OF CALIFORNIA. Shall mean the County of Riverside. 1 2. INSPECTION AND TESTING 2.02 Conformity with Agreement Documents and Allowable Deviations: Work and materials shall conform to the lines, grades, cross sections, dimensions and material requirements including tolerances, shown on the plans or indicated in the specifications. Although measurement, sampling and testing may be considered evidence as to such conformity, the Engineer shall be the sole judge as to whether the work or materials deviate from the plans and specifications, and his decision as to any allowable deviations therefrom shall be final. 2.03 Lines and Grades: Such stakes or marks will be set by the Subdivider as the Engineer determines to be necessary to establish the lines and grades required for the completion of the work specified in these specifications and the plans. 2.04 Advance Notice: At least forty-eight (48) hours advance notice shall be given the Director of Transportation when requesting inspection and no paving or concrete operations will be permitted except in the presence of an inspector. 2.05 Inspection: The Contractor or Subdivider shall at all times provide safe access for inspection of the work by the Director of Transportation and/or his appointed agents; and to any shops, plants, or areas wherein materials or portions of the work are in process. 2.06 Materials Testing: Unless otherwise permitted in the agreement, all materials tests shall be performed in accordance with the current published method as specified and used by the following agencies: A. American Society for Testing and Materials. B. American Association of State Highway and Transportation Officials. C. Published Federal Specifications (Airports, etc.) (If applicable). D. Test Methods as developed by Materials and Research Department - California Department of Transportation - Division of Highways, Sacramento, California, except that procedures for statistical testing as referred to in Section 6-3.02 of the Standard Specifications will not apply. Should the developer be authorized to use a private laboratory for control of the work, and in the event that said laboratory desires to perform the materials testing by methods not specified in these specifications, such testing methods will be submitted to the Engineer for approval together with all required data necessary to substantiate the validity of the testing results obtained by using such methods. Following a review of this proposal, the Engineer may indicate his approval of the use of such non-standard testing methods on the project. 2.07 Samples: In general, all samples for testing will be taken by the Director of Transportation from material at, or delivered to the site of the work, and such material should be available in ample time before intended use to allow for such testing. In the event that control testing for the work is performed by a private laboratory, the Director of Transportation reserves the right to stipulate the number and location of those control tests which will relate to ultimate acceptance of the work by the County. 2.08 Removal of Rejected and Unauthorized Work: All work which has been rejected shall be remedied, or removed and replaced in an acceptable manner. Any work done beyond the lines and grades shown on the plans or established by the Engineer, or any work done without written authority will be considered as unauthorized work. Upon order of the Engineer, work shall be remedied, removed, or replaced at no expense to the County. 2 2.09 Equipment: The Contractor shall provide adequate and suitable equipment to meet the above requirements, and when ordered by the Engineer shall remove unsuitable equipment from the work. 2.10 Final Inspection: When the work has been completed, the Engineer will make the final inspection. 3. MATERIALS 3.01 Quality of Materials: In general, materials shall be new, and of a quality equal to that specified. Any material equal to that specified, in the opinion of the Director of Transportation will be approved, provided a proper request for substitution is submitted containing sufficient data or information on the article or material to permit investigation and decision. Unless such a request is made, no substitutions will be permitted. Should it be proposed to include any materials in the work not covered in the "Specifications" attached hereto, said material will, in general, be required to conform to all details of its fabrication, composition and manufacture to the applicable designation specified for the material or article in the current publications of the American Society for Testing Materials (ASTM). 3.02 Specified Material: Certain materials shall be of the grades or types specified by the Director of Transportation and said materials will be so specified in the formal agreement with the Subdivider or will be shown on the approved plans of the work. Unless otherwise provided in the agreement, all materials will be furnished by the Contractor. 3.03 Portland Cement Concrete: Portland Cement Concrete shall conform to the requirements of Section 90 of the Standard Specifications except as follows: 1. Requirements on the construction plans for Portland Cement Concrete are modified to the PCC Class designations, as described in Section 90-1.01, "Description," of the Standard Specifications as follows: Class "A" shall mean Class "2" and contain not less than 590 pounds of cementitious material per cubic yard Class "B" shall mean Class "3" except that the concrete shall contain not less than 550 pounds of cementitious material per cubic yard Class "C" shall mean Class "4" and contain not less than 420 pounds of cementitious material per cubic yard Class "D" shall mean Class "1" and contain not less than 675 pounds of cementitious material per cubic yard Minor Concrete shall mean Class "B" as defined above. 2. Section 90-4.08, "Required Use of Mineral Admixtures," is replaced in it's entirety as follows: When the use of mineral admixtures in concrete is specified or is ordered by the Engineer, the minimum amounts of mineral admixture and portland cement and the type of cement shall be as specified or ordered. If the use of mineral admixture and cement and the cement type have not been specified or ordered, the concrete shall conform to one of the following: A. The concrete shall contain "Type IP (MS) Modified" cement conforming to the provisions in Section 90-2.01, "Portland Cement," in an amount sufficient to satisfy the specified minimum cement content. 3 B. The concrete shall contain "Type II Modified" cement conforming to the provisions in Section 90-2.01, "Portland Cement," in an amount not less than 85 percent of the amount required to satisfy the specified minimum cement content. The concrete shall also contain a mineral admixture in an amount not less than 15 percent by weight of the amount of cement required to satisfy the specified minimum cement content. Where Section 90-1.01, "Description," specifies maximum cement content in pounds per cubic yard the total weight of portland cement and mineral admixture per cubic yard shall not exceed the specified maximum cement content. 3. Section 90-4.09, is replaced in it's entirety and titled "Optional Use of Mineral Admixtures" as follows: The Contractor will be permitted to replace up to 15 percent of the required portland cement, other than Type IP (MS) Modified or Type III cements, with a mineral admixture in all concrete except where high early strength has been specified or where the use of mineral admixtures is otherwise specified or prohibited. The weight of mineral admixture used shall be equal to or greater than the weight of Portland cement replaced. 3.04 Certificate of Compliance: The Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance stating that the materials involved comply in all respects with the requirements of the specifications. The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials. A Certificate of Compliance must be furnished with each lot of material delivered to the work and the lot so certified must be clearly identified in the certificate. All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the work which conforms to the requirements of the plans and specifications and any such material not conforming to such requirements will be subject to rejection whether in place or not. The County reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance. 3.05 Local Material: Local material is defined as rock, sand, gravel, earth, or other mineral material obtained or produced from sources in the vicinity of the work specifically for use on the project. Local material does not include materials obtained from established commercial sources. When requested by the Contractor or Subdivider in writing, the County will test materials from any local source which has not been previously tested. If satisfactory material from such local source is used in the work, the Contractor or Subdivider will not be charged for the costs of the tests. 3.06 Disposal of Excess Excavation or Materials: Excess earth excavation or other materials resulting from construction operations shall be disposed of by the Contractor outside of the right-of-way. 4. SCOPE OF THE WORK 4.01 General: The scope of the work shall be set forth in the agreement with the Subdivider, as shown on the plans, improvement standards as specified in these specifications, or as directed by the Director of Transportation. 4 4.02 Alterations in the Work: Minor changes in the work due to unforeseen local conditions shall not be made without prior approval of the Director of Transportation. Major alterations in design or standard of work will only be permitted following execution of an amended Agreement and any work performed prior to the completion of such an amended Agreement will be performed at the owner's risk. 5. OBSTRUCTIONS 5.01 Utility Facilities: Any relocation of existing power, telephone poles, sewers, waterlines, gas lines, or other utility installations necessary to clear the limits of the proposed work shall be the responsibility of and paid for by the Subdivider, and he shall make all necessary arrangements with the owners thereof. 5.02 Existing Highway Facilities: Revisions or relocations of existing Transportation Department installations shall be shown on the plans. In addition, the Contractor will be required to cooperate with County forces on the work as may be necessary to maintain proper public service. The Contractor shall protect any existing signs, culverts or other highway facilities during his operations and will be liable for any damage to same. 5.03 Trees: Tree removal as shown on the plans or as directed by the Engineer shall be the responsibility of the Subdivider. An existing tree whose trunk face is located closer than eight feet from the face of the curb shall be removed unless otherwise specifically directed by the Director of Transportation. 6. PUBLIC SAFETY 6.01 Laws to be Observed: The Contractor shall keep himself fully informed of all existing and future State and national laws and County and municipal ordinances and regulations which in any manner affect those engaged or employed in the work or the materials used in the work, or which in any way affect the conduct of the work. He shall at all times observe and comply with, and shall cause all of his agents and employees to observe and comply with, all such existing and future laws, ordinances, regulations, orders and decrees of bodies or tribunals having any jurisdiction or authority over the work; and shall protect and indemnify the County of Riverside, and all of its and their officers and agents and servants against any claim or liability arising from or based on the violation of any such law, ordinance, regulations, order or decree, whether by himself or his employees. If any discrepancy is discovered in the plans, drawings, specifications, or contract for the work in relation to any such law, ordinance, regulations, order or decree, the Contractor shall forthwith report the same to the Director of Transportation in writing. 6.02 Permits and Licenses: The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. The Contractor is required to secure from the Transportation Department Permit section an encroachment permit for the following: A. Utility construction within the right-of-way of the subdivision. B. Utility construction within existing County roads. C. Any construction within existing County roads. D. Temporary closure of existing County roads. 6.03 Public Convenience: The Contractor shall so conduct his operations as to offer the least possible obstruction and inconvenience to public traffic, and he shall have under construction no greater length or amount of work than he can prosecute properly. On existing roads, unless otherwise provided in the agreement, traffic shall be permitted to pass though the work with as little inconvenience and delay as possible. Spillage of materials resulting from hauling operations along or across the traveled way shall be removed immediately. Existing traffic signal and highway lighting systems shall be kept in operation for the benefit of the traveling public during progress of the work, and other forces will continue routine maintenance of existing systems. Convenience of abutting owners along the road shall be provided for as far as practicable. Convenient access to driveways, houses, and buildings along the line of the work shall be maintained by the Contractor and temporary approaches to crossings or intersecting highways shall be provided and kept in good condition. In order to expedite the passage of public traffic through or around the work, the Contractor shall install and maintain signs, lights, barricades and other facilities for the sole convenience and direction of public traffic. Such warning systems and devices shall be approved by the Director of Transportation. Also, when so directed by the Director of Transportation he shall provide and station competent flagmen whose sole duties shall consist of directing the movement of public traffic through or around the work. Water or dust palliative shall be applied if ordered by the Engineer for the alleviation or prevention of dust nuisance. Dust control shall conform to: Section 10 "Dust Control", Section 7-1.01 F "Air Pollution Control", Section 17 "Watering", and Section 18 "Dust Palliative" of the State of California Department of Transportation Standard Specifications; Rules no. 401, 402, 403 and 403.1 of the South Coast Air Quality Management District (AQMD); Riverside County Code, Chapter 8.52 "Fugitive Dust Reduction Program For Coachella Valley; and all other applicable Federal and State laws. 6.04 Public Safety: Whenever the Contractor's operations create a condition hazardous to traffic or to the public, he shall furnish at his own expense such flagmen and guards as are necessary to give adequate warning to the public of any dangerous conditions to be encountered and he shall furnish, erect and maintain such fences, barricades, lights, signs and other devices as are necessary to prevent accidents, and avoid damage or injury to the public. Flagmen and guards while on duty and assigned to give warning to the public that the highway is under construction and of any dangerous conditions to be encountered as a result thereof shall be equipped with red wearing apparel and a red flag or paddle type signal which shall be kept clean and in good repair. Flags, signs, lights, and other warning and safety devices shall conform to the requirements set forth in the current "Manual of Warning Signs, Lights, and Devices for Use in Performance of Work Upon Highways" issued by the California Department of Transportation and any signs furnished and erected by the Contractor shall be at his own expense. Should the Contractor appear to be neglectful or negligent in furnishing and maintaining warning and protective measures as above provided, the Director of Transportation may direct attention to the existence of a hazard and the necessary warning and protective measure shall be furnished and installed by the Contractor at his own expense without cost to the County. Should the Director of Transportation point out the inadequacy of warning and protective measures, such action on the part of the Director of Transportation shall not relieve the Contractor from responsibility for public safety or abrogate his obligation to furnish and pay for these devices. No material or equipment shall be stored where it will interfere with the free and safe passage of public traffic, and at the end of each day's work and at other times when construction operations are suspended for any reason, the Contractor shall remove all equipment and other obstruction from that portion of the roadway open for use by public traffic. 0 6.05 Use of Explosives: When the use of explosives is necessary for the prosecution of the work, the Contractor shall use the utmost care not to endanger life or property. All explosives shall be stored in accordance with the provisions of Division XI of the Health and Safety Code. Attention is called to local ordinances involving the use or storage of explosives. 6.06 Lane Closure: Lane closures shall conform to the State of California Manual of Traffic Controls for Construction and Maintenance Work Zones or the American Public Works Association Work Area Traffic Control Handbook (WATCH). Should it be necessary for the lane closure to remain in place after work hours, the contractor shall provide a traffic control plan prepared and signed by a Traffic Engineer registered in the State of California. 7. CLEARING AND GRUBBING 7.01 General: Clearing and grubbing operations shall conform with the provisions of Section 16 of the Standard Specifications and the details shown on the plans. 7.02 Concrete Removal, Structure Removal or Pavement Removal: Shall be considered a part of the clearing operations and shall conform with the applicable provisions of Section 15-3 of the Standard Specifications. Such removed materials shall be disposed of as elsewhere provided herein or as approved by the Engineer. When portions of existing concrete or paved surfaces are to be cut back to provide for joining or widening, such surfaces shall be sawed or otherwise cut to neat lines. 8. EARTHWORK 8.01 General: Included under the term "Earthwork" will be all operations involved in grading roadway excavation or embankment construction required to bring the roadway section to the approved grade, and such drainage and structure excavation and backfill as may be required by the approved plans. These operations to include the performance of all incidental work of whatsoever nature required to construct the roadway subgrade and the approaches thereto, and to maintain them in the form specified until the final acceptance by the County. All earthwork shall conform with the applicable provisions of Section 19 of the Standard Specifications except as herein modified. 8.02 Relative Compaction: The provisions of the second paragraph of Section 19-5.03 shall not be required. This provision will not preclude the necessity of conforming to the provisions of the first paragraph of Section 19-5.03 of the Standard Specifications. 8.05 Watering: Embankments and subgrade shall be watered or sprinkled during construction so as to obtain the specified relative compaction of the material included therein. 8.06 Ditches and Channels: Drainage inlet and outlet ditches and channels shall be constructed to lines and grades shown on the approved plans and profiles and as specified in Section 19-4 of the Standard Specifications. Channels shall be constructed above and below all culverts as necessary to insure proper capacity for same. 8.07 Structural Design of Roadbed Section: Unless otherwise approved by the Director of Transportation, structural design requirements for combined thickness of base and surfacing will be determined by an accepted rational system of design, employing soil testing procedures; and the necessary sampling, testing and the design of the base and surface courses will be performed by the 7 Office of the Director of Transportation, unless otherwise provided in the Agreement. All street structural sections are tentative. Additional soil tests will be taken after rough grading to determine the exact street structural section requirements. The following list is the minimum asphalt concrete thickness required for all projects (using Class 2 Aggregate Base, R=78). See Standard No. 114 for the Traffic Index assigned to various road types. For access roads, if the ultimate road classification is a General Plan Highway, the traffic index requirement is 7.0. The minimum Class -2 Aggregate Base thickness to be used when placed directly upon the subgrade is 0.50 feet. NOTE: The Transportation Department accepts alternate structural sections including full depth asphalt concrete or multi -layered aggregate subbase, lime or cement treated bases overlaid with Class 2 Aggregate Base. The thickness of the Class 2 Aggregate Base in these instances can be less than 0.5 feet provided the gravel equivalency of the total structural section is maintained. 9. FINISHING ROADWAY 9.01 General: Upon completion of all construction operations, the entire street system shall be finished and cleaned in accordance with the provisions of Section 22 of the Standard Specifications and these Special Provisions. 9.02 Shoulders: Roadways shoulders shall be trimmed and shaped to conform to the requirements of the approved typical section. This will include grading on optimum slope to the property lines if so directed. Included in this portion of the work shall be additional clearing, grubbing, or removal of debris not previously completed by the Contractor. Concrete curbs -and -gutters, and cross -gutters shall be broomed clean and flushed with water to insure proper operation. Any underground drainage systems or storm drain facilities shall be thoroughly flushed out to insure proper operation. 9.03 Appurtenances: Street name signs, barricades and warning devices shall be completed and in place. 9.04 Monuments: Unless otherwise approved by the Director of Transportation, all survey monuments located within the improved street area shall be in place and pavement cuts neatly patched. 9.05 Final Cleanup: Prior to inspection and acceptance of the completed work, all items of finish work as outline above must be completed. 0 Minimum A. C. Minimum A.C. Traffic Index Thickness (Feet) Traffic Index Thickness (Feet) 5.0 0.25 8.0 0.39 5.5 0.25 8.5 0.43 6.0 0.27 9.0 0.46 6.5 0.30 9.5 0.50 7.0 0.33 10.0 0.53 7.5 0.36 11.0 0.58 The minimum Class -2 Aggregate Base thickness to be used when placed directly upon the subgrade is 0.50 feet. NOTE: The Transportation Department accepts alternate structural sections including full depth asphalt concrete or multi -layered aggregate subbase, lime or cement treated bases overlaid with Class 2 Aggregate Base. The thickness of the Class 2 Aggregate Base in these instances can be less than 0.5 feet provided the gravel equivalency of the total structural section is maintained. 9. FINISHING ROADWAY 9.01 General: Upon completion of all construction operations, the entire street system shall be finished and cleaned in accordance with the provisions of Section 22 of the Standard Specifications and these Special Provisions. 9.02 Shoulders: Roadways shoulders shall be trimmed and shaped to conform to the requirements of the approved typical section. This will include grading on optimum slope to the property lines if so directed. Included in this portion of the work shall be additional clearing, grubbing, or removal of debris not previously completed by the Contractor. Concrete curbs -and -gutters, and cross -gutters shall be broomed clean and flushed with water to insure proper operation. Any underground drainage systems or storm drain facilities shall be thoroughly flushed out to insure proper operation. 9.03 Appurtenances: Street name signs, barricades and warning devices shall be completed and in place. 9.04 Monuments: Unless otherwise approved by the Director of Transportation, all survey monuments located within the improved street area shall be in place and pavement cuts neatly patched. 9.05 Final Cleanup: Prior to inspection and acceptance of the completed work, all items of finish work as outline above must be completed. 0 10. BASE MATERIALS 10.01 General: Base material to be used in construction of the upper layers of the roadbed shall consist of the following material classifications for the respective Land Division Schedules. A. Aggregate Base, Class 3 - Schedule B, C, D, G & H Land Division B. Aggregate Base, Class 2 - Schedule A, E, & F Land Division C. Lime Treated Base D. Cement Treated Bases NOTE: When roads are accepted for maintenance by the County, the aggregate base shall be Class 3 or higher. The exact type of base material to be used on the work will be specified in the agreement and shown on the plans. 10.02 Aggregate Base, Class 3: Aggregate Base, Class 3 shall be clean and free from roots, vegetable matter and other deleterious substances, and be of such character that when wet it will compact to form a firm stable base. The material shall be of such sizes that the percentage composition by weight of material shall conform to the following grading at the time the material is deposited on the roadbed when determined by Test Method No. Calif. 202. The material shall conform to the following requirements Class 3 Class 3 Percentage Sieve Size Passing Sieve 1 inch 100 No. 4 60-95 No. 30 20-60 No. 200 03-15 The material shall conform to the following requirements 10.03 Aggregate Base, Class 2: Aggregate Base, Class 2 shall conform to the provisions of Section 26 of the Standard Specifications and as modified herein. Section 26-1.02A Class 2 Aggregate Base, first paragraph shall be modified to read: Aggregate for Class 2 aggregate base shall be free from organic mater and other deleterious matter, and shall be of such nature that it can be compacted readily under watering and rolling to form a firm and stable base. Aggregate may consist of broken and crushed asphalt concrete or Portland cement concrete and may contain crushed aggregate base or other rock materials. The material may contain no more than 3 percent brick by weight as determined by California test method 202 as modified: Brick material retained on a No.4 sieve shall be identified visually and separated manually. Brick quantification shall be based on total weight of dry sample. Also, material retained on the 4.75 mm 4 Test Method Class 3 Tests No. Calif. Requirements Resistance 301 70 Min. or ("R" Value) as specified Sand Equivalent 217 30 Min. 10.03 Aggregate Base, Class 2: Aggregate Base, Class 2 shall conform to the provisions of Section 26 of the Standard Specifications and as modified herein. Section 26-1.02A Class 2 Aggregate Base, first paragraph shall be modified to read: Aggregate for Class 2 aggregate base shall be free from organic mater and other deleterious matter, and shall be of such nature that it can be compacted readily under watering and rolling to form a firm and stable base. Aggregate may consist of broken and crushed asphalt concrete or Portland cement concrete and may contain crushed aggregate base or other rock materials. The material may contain no more than 3 percent brick by weight as determined by California test method 202 as modified: Brick material retained on a No.4 sieve shall be identified visually and separated manually. Brick quantification shall be based on total weight of dry sample. Also, material retained on the 4.75 mm 4 (No.4) sieve shall contain no more than 15 percent of particles (gravel) that have no more than one fractured face. Processed Miscellaneous Base shall not be used. The Quality Requirements contained in Section 26-1.02A shall be modified to read: QUALITY REQUIREMENTS Test Resistance (R -value) Contract Compliance Virgin Rock 78 Min. Crushed Miscellaneous 80 Min. Sand Equivalent 35 Min. Durability Index 35 Min. Percentage Wear 100 revolutions 15 Max. 500 revolutions 52 Max. 10.04 Lime Treated Base: Lime treated base shall conform to the provisions of Section 24 of the Standard Specifications. 10.05 Cement Treated Base: Cement treated base shall conform to the provisions of Section 27 or Section 28 of the Standard Specifications. 11. ASPHALT CONCRETE 11.01 General: Asphalt concrete shall be composed of mineral aggregate and asphalt binder, mixed in a suitable central mixing plant, and placed on the roadbed in accordance with these specifications and in conformity with the lines, grades and dimensions shown on the plans and typical cross-sections. When required by the Director of Transportation, the Subdivider shall provide an asphalt concrete mix design as appropriate for the designated location, prepared under the direction of an Engineer registered in the State of California competent to perform the work. Asphalt concrete shall be placed on the prepared subgrade or base course in one or more courses to the required thicknesses, grades and cross-sections as shown on the plans and/or specified in the Agreement. All underground utilities shall be in place prior to paving. In advance of spreading the asphalt concrete, a prime coat of liquid asphalt or asphaltic emulsion shall be applied to the areas to be surfaced if so indicated on the plans. Prime coat shall be applied to all roadbeds to receive surfacing, which have a gradient of ten percent or greater. 11.02 Asphalt Concrete: Asphalt concrete shall be Type A and three-quarter inch (3/4 -inch) maximum gradation of the mineral aggregate for roads with a TI of 7.0 or greater and Type B for all others or as determined by a special mix design and shall conform to the provisions in Section 39 or the Standard Specifications and these Subdivision Improvement Standards. Unless otherwise directed, the gradation of the mineral aggregate for roads with a TI of less than 7.0 shall be one-half inch (1/2 -inch) maximum for final course and three-quarter inch (3/4 -inch) maximum for base course. Aggregate gradation shall be medium or coarse depending on the TI specified. 10 Paving asphalt shall conform to the provisions in this Section, "Asphalt." The asphalt binder to be mixed with aggregate shall conform to the provisions in "Asphalt," of these special provisions and shall be of the Performance Grade (PG) designated below or as determined by the Engineer. A. Grade PG 64-10 (Inland Valleys) B. Grade PG 64-16 (South Mountain) C. Grade PG 70-10 (Desert) The amount of asphalt binder to be mixed with the mineral aggregate shall be between three percent and seven percent by weight, of the dry mineral aggregate. The exact amount of asphalt binder to be mixed with the mineral aggregate will be determined by the Contractor and submitted to the Engineer for approval or as determined by a special mix design. Liquid asphalt for prime coat shall conform to the provisions in Section 93, "Liquid Asphalts," of the Standard Specifications and shall be Grade PG 64-10 unless otherwise specified in the Special Provisions. Asphalt emulsion for paint binder (tack coat) shall conform to the provisions in Section 94, "Asphaltic Emulsions, " of the Standard Specifications for the rapid -setting or slow -setting type and shall be grade PG 64-10. Paving asphalt for Asphalt Rubber Hot Mix (ARHM) shall be grade PG 64-16 for all regions. Paving asphalt to be used as a binder for pavement reinforcing fabric shall conform to the provisions in "Asphalt," of these special provisions and the grade shall be Grade PG 64-10 unless otherwise specified in the Special Provisions. 11.03 Placing Asphalt Concrete: Asphalt concrete will not be permitted to be placed upon unstable, yielding or working subgrade. In addition to the provisions in Section 39-5.01, "Spreading Equipment," of the Standard Specifications, asphalt paving equipment shall be equipped with automatic screed controls and a sensing device or devices. When placing asphalt concrete to the lines and grades established in the Plans and as directed by the Engineer, the automatic controls shall control the longitudinal grade and transverse slope of the screed. Grade and slope references shall be furnished, installed, and maintained by the Contractor. Should the Contractor elect to use a ski device, the minimum length of the ski device shall be 30 ft (9 m). The ski device shall be a rigid one piece unit and the entire length shall be utilized in activating the sensor. When placing the initial mat of asphalt concrete on existing pavement, the end of the screed nearest the centerline shall be controlled by a sensor activated by a ski device not less than 30 ft (9 m) long. The end of the screed farthest from centerline shall be controlled by an automatic transverse slope device set to reproduce the cross slope designated by the Engineer, by a sensor activated by a similar ski device or as directed by the Engineer. When paving contiguously with previously placed mats, the end of the screed adjacent to the previously placed mat shall be controlled by a sensor that responds to the grade of the previously placed mat and will reproduce the grade in the new mat within a 3 mm tolerance. The end of the screed farthest from the previously placed mat shall be controlled in the same way it was controlled when placing the initial mat. 11 Should the methods and equipment furnished by the Contractor fail to produce a layer of asphalt concrete conforming to the provisions, including straightedge tolerance, of Section 39-6.03, "Compacting," of the Standard Specifications or elsewhere in these Special Provisions, the paving operations shall be discontinued and the Contractor shall modify the equipment or methods, or furnish substitute equipment. Should the automatic screed controls fail to operate properly during a day's work, the Contractor may manually control the spreading equipment for the remainder of that day. However, the equipment shall be corrected or replaced with alternative automatically controlled equipment conforming to the provisions in this section before starting another day's work. In lieu of the table of Section 39-6.01, asphalt concrete shall be spread and compacted in the number of layers as outlined in the table below: Total Thickness Shown on Plans Minimum No. of Layers Top Layer Thickness Next Lower Layer Thickness All Other Lower Layer Thickness Min. Max. Min. Max. Min. Max. 0.23' or less 1 - - - - - - 0,24' through 0.44' 2 0.10' 0.21' 0.14' 0.23' - - 0.45' or more 3 or more 0.10' 0.20' 0.15' 0.23' 0.20' 0.23' Associated footnotes to this table shall be revised as follows: a No Change. b Deleted. At least 4 layers shall be placed if total thickness 0.90 ft (270 mm). In addition to the straightedge provisions in Section 39-6.03, "Compacting," of the Standard Specifications, asphalt concrete pavement shall conform to the surface tolerances specified herein. The uppermost layer of asphalt concrete surfacing shall be profiled in the presence of the Engineer using a California Profilograph or equivalent in conformance with California Test 526 and as specified in these special provisions. The California Profilograph or equivalent will not be required for the following areas of the pavement surface but shall conform to the straightedge requirements in Section 39 6.03, "Compacting," of the Standard Specifications: A. Pavement with a total thickness less than 0.24 ft (75 mm). B. Pavement on horizontal curves with a centerline curve radius of less than 1000 ft (300m) and the pavement within the superelevation transition on those curves. C. Pavement placed in a single lift when required by the special provisions. 12 D. Pavement with extensive grade or cross slope correction which does not receive advance leveling operations in conformance with the provisions in Section 39-6.02, "Spreading," of the Standard Specifications. E. Pavement for ramps and connectors with steep grades and high rates of superelevation, as determined by the Engineer. F. Shoulders and miscellaneous areas. The Contractor shall conform to California Test 526, except a zero (null) blanking band shall be used for determining the Profile Index. Prior to beginning profiles, the profilograph shall be calibrated in the presence of the Engineer. Two profiles shall be obtained within each traffic lane, 3 feet (one meter) from and parallel with the edges of the lane. Pavements profiled shall conform to the following Profile Index requirements: A. Pavement on tangent alignment and pavement on horizontal curves having a centerline curve radius of 2000 ft (600 m) or more shall have a Profile Index of 0.16 ft (48 mm) or less for each 330 ft (100 m) section profiled. B. Pavement on horizontal curves having a centerline curve radius of 1000 ft (300 m) or more but less than 2000 ft (600 m), including the pavement within the superelevation transition of these curves, shall have a Profile Index of 0.32 ft (96 mm) or less for each 330 ft (100 m) section profiled. C. Pavement within any 330 ft (100 m) section, containing high point areas with deviations in excess of 0.025 ft (7.5 mm) in a length of 25 ft (7.5 m) or less, when tested in conformance with the requirements in California Test 526, shall be corrected by the Contractor regardless of the Profile Index. The Contractor shall complete initial runs of the profilograph prior to opening the pavement to public traffic. Profilograph operations shall be in conformance with the lane closure requirements in Section 6, "Public Safety" of these specifications. If initial profiles cannot be made prior to opening the pavement to public traffic, the initial runs of the profilograph shall be made the next day that traffic control is permitted for the area to be profiled. Areas of the top surface of the uppermost layer of asphalt concrete pavement that do not meet the specified surface tolerances shall be brought within tolerance by abrasive grinding. Abrasive grinding shall be performed to reduce individual deviations in excess of 0.025 ft (7.5 mm), and to reduce the Profile Index of the pavement to be within the specified tolerance. Areas which have been subjected to abrasive grinding shall receive a seal coat. Deviations in excess of 0.025 ft (7.5 mm) which cannot be brought into specified tolerance by abrasive grinding shall be corrected by either (1) removal and replacement or (2) placing an overlay of asphalt concrete. The corrective method for each area shall be selected by the Contractor and shall be approved by the Engineer prior to beginning the corrective work. Replacement or overlay pavement not meeting the specified tolerances shall be corrected by the methods specified above. Corrective work shall be at the Contractor's expense. The Contractor shall run profilograms on the areas that have received abrasive grinding or corrective work until the final profilograms indicate the Profile Index of the area is within the specified tolerance. When abrasive grinding is used to bring the top surface of the uppermost layer of asphalt concrete surfacing within the specified surface tolerances, additional abrasive grinding shall be performed as necessary to extend the area ground in each lateral direction so that the lateral limits of grinding are at a constant offset from, and parallel with, the nearest lane line or pavement edge, and in each longitudinal direction so that the grinding begins and ends at lines normal to the pavement 13 centerline, within a ground area. Ground areas shall be neat rectangular areas of uniform surface appearance and shall receive a seal coat prior to acceptance of the work. The original of the final profilograms that indicate the pavement surface is within the Profile Index specified shall become the property of the State and shall be delivered to the Engineer prior to acceptance of the contract. 11.04 Underground Installation: All underground facilities, including laterals, shall be in place and tested prior to paving the street section, including, but not limited to, the following: sewer, water, electric, gas, drainage, communications, cable TV, and irrigation. The Contractor shall provide written verification from the affected utilities of acceptable test results prior to proceeding with paving operations. 11.05 Seal Coat: A fog seal coat shall be required on all asphalt concrete surfaces. After fourteen days following placement of the asphalt surfacing the fog seal coat shall be applied at a rate of 0.05 gallon per square yard. Asphalt emulsion shall conform to Sections 37, 39, and 94 of the State Standard Specifications. 11.06 Asphalt: Asphalt shall consist of refined petroleum or a mixture of refined liquid asphalt and refined solid asphalt, prepared from crude petroleum. Asphalt shall be: A. Free from residues caused by the artificial distillation of coal, coal tar, or paraffin. B. Free from water. C. Homogeneous. The Contractor shall furnish asphalt in conformance with the State of California Department of Transportation's "Certification Program for Suppliers of Asphalt." The Department maintains the program requirements, procedures, and a list of approved suppliers at: http://www.dot.ca.gov/hq/esc/Translab/fpmcoc.htm. The Contractor shall ensure the safe transportation, storage, use, and disposal of asphalt. The Contractor shall prevent the formation of carbonized particles caused by overheating asphalt during manufacturing or construction. The Contractor shall provide a sampling device in the asphalt feed line connecting the plant storage tanks to the asphalt weighing system or spray bar. The sampling device shall be accessible between 2.0 ft (600 mm) and 2.5 ft (750 mm) above the platform. The Contractor shall provide a receptacle for flushing the sampling device. The sampling device shall include a valve: A. With a diameter between 10 mm and 20 mm. B. Manufactured in a manner that a one -liter sample may be taken slowly at any time during plant operations. C. Maintained in good condition. The Contractor shall replace failed valves. In the presence of the Engineer, the Contractor shall take 2 one -liter samples per operating day. The Contractor shall provide round friction top containers with one -liter capacity for storing samples. Unless otherwise specified, the Contractor shall heat and apply asphalt in conformance with the provisions in Section 93, "Liquid Asphalts." Paving asphalt shall be applied at a temperature between 250°F (120°C) and 375°F (190°C). The Engineer will determine the exact temperature of paving asphalt. 14 Performance grade paving asphalt shall conform to the testing requirements in the table below: Performance Graded Asphalt Binder Notes: a. The Engineer will waive this specification if the supplier is a Quality Supplier as defined by the Department's "Certification Program for Suppliers of Asphalt." b. The Engineer will waive this specification if the supplier certifies the asphalt binder can be adequately pumped and mixed at temperatures meeting applicable safety standards. c. Test the sample at 3°C higher if it fails at the specified test temperature. G*sin(delta) shall remain 5000 kPa maximum. d. "RTFO Test" means the asphaltic residue obtained using the Rolling Thin Film Oven Test, AASHTO Test Method T240 or ASTM Designation: D 2827. e. "PAW means Pressurized Aging Vessel. 15 Specification Grade Property AASHTO -F Test Method PG PG PG 64-10 64-16 70-10 Ori inal Binder Flash Point, Minimum °C T48 230 230 230 Solubility, Minimum %a T44 99 99 99 Viscosity at 135°C, Maximum, Pa -s T316 3.0 3.0 3.0 Dynamic Shear, T315 Test Temp. at 10 rad/s, °C 64 64 70 Minimum G*/sin delta , kPa 1.00 1.00 1.00 RTFO Test �17 T240 Mass Loss, Maximum, % 1.00 1.00 1.00 RTFO Test A ed Binder Dynamic Shear, T315 Test Temp. at 10 rad/s, °C 64 64 70 Minimum G*/sin delta ,kPa 2.20 2.20 2.20 Ductility at 25°C T51 Minimum, cm 75 75 75 PAV e Aging, R28 Temperature, °C 100 100 110 RTFO Test and PAV Aged Binder Dynamic Shear, T315 Test Temp. at 10 rad/s, °C 31c 28 ° 34 ° Minimum G*sin delta , kPa 5000 5000 5000 Creep Stiffness, T313 Test Temperature, °C 0 -6 0 Maximum S -value, MPa 300 300 300 Minimum M -value 0.300 0.300 0.300 Notes: a. The Engineer will waive this specification if the supplier is a Quality Supplier as defined by the Department's "Certification Program for Suppliers of Asphalt." b. The Engineer will waive this specification if the supplier certifies the asphalt binder can be adequately pumped and mixed at temperatures meeting applicable safety standards. c. Test the sample at 3°C higher if it fails at the specified test temperature. G*sin(delta) shall remain 5000 kPa maximum. d. "RTFO Test" means the asphaltic residue obtained using the Rolling Thin Film Oven Test, AASHTO Test Method T240 or ASTM Designation: D 2827. e. "PAW means Pressurized Aging Vessel. 15 12. ROAD -MIXED ASPHALT SURFACING 12.01 General: Road -mixed asphalt surfacing shall consist of mineral aggregate and liquid asphalt, mixed and spread on the roadbed to required width and thickness, and compacted and finished in conformity to the following specifications. Permission to use road -mixed asphalt surfacing shall be specifically set forth in the Agreement and shall be subject to all conditions contained therein. 12.02 Road -Mixed Asphalt Surfacing: Shall conform with the provisions of these subdivision Improvement Standards. 12.03 Liquid Asphalt (Bituminous Binder): the grade of liquid asphalt to be used as bituminous binder will be governed by the quality of the aggregate, weather, and anticipated traffic conditions, and will be designated by the Director of Transportation. Ordinarily those grades of high viscosity of the slow or medium curing types shall be used. The quality of such liquid asphalt shall conform to Section 93 of the Standard Specification for the designation required. Certificates of Compliance will be required from the manufacturer of the material. 12.04 Mineral Aggregate: Unless otherwise approved, mineral aggregate shall conform to the following physical characteristics: A. COARSE AND FINE AGGREGATES. Material will conform with the provisions of Section 39-2.05A of the Standard Specifications. B. GRADATION. Limits as defined for 3/8" maximum size aggregate as shown in Section 39.02 of the Standard Specifications. C. TESTS. The mineral aggregate shall conform to all the requirements of Section 39- 2.05C of the Standard Specifications; and in addition thereto shall demonstrate no Film Stripping in excess of twenty percent when tested for this property in accordance with Test Method No. Calif 302; or the Water -Asphalt Preferential Test (Standard Specification Division of Highways Edition 1949 Section 6 Article (g)(13). Affinity of the aggregate for water as demonstrated by either of these tests will be considered cause for immediate rejection, or for requiring the inclusion of approved anti -striping additives to the asphalt binder. 12.05 Seal Coats: A medium or medium fine seal coat as elsewhere defined herein will be required over all road -mixed asphalt surfacing. 13. SEAL COATS 13.01 General: A seal coat shall conform to Section 37 of the Standard Specifications. 13.02 Description: The seal coat shall consist of an application of bituminous binder and stone screenings applied to the surfacing as herein specified. In general, the seal coat shall consist of high viscosity type asphaltic emulsion applied at the rate of fifteen hundredths (0.15) to twenty-five hundredths (0.25) gallon per square yard of surfacing, and covered with stone screenings spread at the rate of eighteen (18) pounds to twenty-five (25) pounds per square yard. The exact rate of application of the binder and the screenings will be determined at the time of the application by the Engineer. 16 13.03 Bituminous Binder: In general shall be high viscosity asphaltic emulsion of a type specified by the Engineer conforming to the requirements of Section 94 of the Standard Specifications. 14. CONCRETE STRUCTURES 14.01 Description: Concrete bridges, culverts, head walls, catch basins, retaining walls, and all other types of concrete structures shall be constructed to the lines and grades in accordance with the designs shown on the plans. Unless otherwise indicated on the plans, Class 2 Concrete (590 lbs/cuyd) will be used. 14.02 Concrete Structures: Portland Cement concrete structures shall conform to the provisions in Section 51 of the Standard Specifications and these Special Provisions. 14.03 Reinforcement: Bar reinforcing steel and mesh reinforcement shall conform to the provisions in Section 52 of the Standard Specifications. 14.04 Air -Blown Mortar: Air -blown mortar shall conform to the provisions in Section 53 of the Standard Specifications. 14.05 Precast Concrete Structures: Precast concrete catch basins and drop inlets shall conform to the provisions in Section 70 of the Standard Specifications. 15. CULVERT PIPE 15.01 General: The type, strength, classification or gauge of drainage pipe to be furnished and installed will be designated on the plans. Details of the materials and work will conform to the Standard Specifications and Caltrans Highway Design Manual Guidelines, latest editions. 15.02 Design Service Life: All drainage facility material types shall have a minimum design service life of 50 years. All metal pipes shall be subject to the requirements of the Caltrans Chart for 50 years Maintenance Free Service Life as contained in the Caltrans Design Manual. Soil tests using Caltrans Test Method 643 shall be provided to determine the pH and resistivity levels of the native soils and imported backfill materials. 15.03 Alternate Materials: When two or more materials meet the service life, the structural requirements, and the hydraulic requirements; the plans and specifications may provide for alternative pipe materials for optional selection by the contractor. Allowable pipe materials are: • Aluminum Spiral Rib • Cast -in -Place Concrete • Corrugated Aluminum • Corrugated Steel • Plastic Pipe (HDPE) Reinforced Concrete • Structural Aluminum Plate • Structural Steel Plate • Steel Spiral Rib 17 When alterations or extensions of existing systems are required, the pipe material type may be selected to match the type used in the existing system. Each pipe material type selected as an alternative must have the appropriate protection from deterioration from corrosion, abrasion, or both. Corrosion may result from active elements in the soil, the water, and the atmosphere. Abrasion depends upon the frequency, duration, and the velocity of flow, and the character and amount of bedload. Utilization of alternate pipe materials shall be evaluated by the Director of Transportation or his designee. Approval of alternative pipe materials not shown on the approved plans shall only be granted on a site by site basis. 15.04 Protective Coatings and Linings: Protective coatings for corrugated metal pipe shall conform to Section 66 of the Standard Specifications. Plastic (asphalt mastic or polymeric) coatings are acceptable coatings for non-abrasive flow conditions on the inside of the pipe. Paved invert lining shall be applied on all metal storm drain facilities. Invert lining may be required for metal pipes subject to excessive wear from abrasive flows. All lining material shall conform to the Standard Specifications. 15.05 Strength Requirements: The strength requirements for metal pipe fabricated under acceptable methods contained in the Standard Specifications shall be governed by charts published by Caltrans and contained within their Design Manual. The minimum metal thickness for any pipe located within the roadway prism shall be 14 gauge. 15.06 Aluminum Pipe Materials: The use of aluminum pipe or plates shall be limited to the acceptable levels for pH, resistivity, and flow velocities. The pH level of soil, backfill, and effluent shall range within 5.5 and 8.5, inclusive. The minimum resistivity of the soil, backfill, and effluent shall be 1500 ohm -cm. Extra metal thickness for aluminum pipes may be required when flow velocities exceed 5fps. Flow velocities shall not exceed 20 feet per second. 15.07 Cast In Place Concrete Pipe: Cast in place concrete pipe shall conform to the Special Specifications prepared and published by the Riverside County Transportation Department and Riverside County Flood Control and Water Conservation District. 15.08 Reinforced Concrete Pipe (round or oval): Reinforced Concrete Pipe shall conform to the provisions in Section 65 of the Standard Specifications and Caltrans Standard Plans. 15.09 Plastic Pipe: Plastic Pipe shall conform to the provisions in Section 64 of the Standard Specifications, except as otherwise specified in these specifications. Plastic Pipe shall be corrugated polyethylene pipe with smooth interior wall manufactured from high density polyethylene (HDPE) virgin compounds. Installation shall be in accordance with the Standard Specifications and as recommended by the pipe manufacturer with the exception that the backfill shall conform to ASTM 2321 (latest edition) Class II or III and that: 1) The initial backfill plus soil cover the pipe shall not be less than 2 feet. 2) The initial backfill over the pipe shall be a minimum of 12 inches and in accordance with ASTM Class II. im Metallic core or metallic -faced polyethylene plastic warning tape manufactured specifically for warning and identification of buried utility lines shall be installed at 12 inches above the top of pipe continuously and unbroken. The metallic warning tape shall be at a minimum of 3 inch in width, color coded for the intended use with warning and identification imprinted in bold black letters continuously over the entire tape length. Warning and identification to read, "CAUTION, BURIED (intended service) LINE BELOW" or similar wording. Provide permanent color and printing, unaffected by moisture or soil. Pipe shall be joined using a bell and spigot gasketed joint. Gaskets shall be in accordance with the Standard Specifications and shall be installed by the pipe manufacturer. Fittings shall be in conformance with the Standard Specifications and as recommended by the pipe manufacturer. 16. CONCRETE CURB AND GUTTER AND SIDEWALK 16.01 Concrete Curbs and Sidewalks, etc.: Portland Cement concrete curbs, sidewalks, local depressions, ramps, cross -gutters, spandrels, island paving, and driveways shall conform to the provisions in Section 73 of the Standard Specifications and these Special Provisions. Unless otherwise indicated on the plans, Class 3 Concrete (550 lbs/cuyd) will be used. 16.02 Joints: Expansion joints shall be 1/2" wide. 16.03 Expansive Soil: Attention is directed to the requirements of providing Class III Aggregate Base material under curb and sidewalks in those areas where the soils report indicate the presence of expansive soils. 16.04 High Sulfate Soil: High Sulfate soils are defined as those soils where the Water -Soluble Sulfate in soil is greater than 0.10 percent. For soils with high sulfate content, use the following table to determine actual cement content and requirements for concrete work. Attention is directed to the requirements of providing Class III Aggregate Base material under curb and sidewalks in those areas where the soils report indicate the Water -Soluble Sulfate is greater than 0.20 percent. Degree of Water -Soluble Sulfate P.p.m. Sulfate (as Cement Cement Aggregate Sulfate Attack (as SO4) in Soil SO4) in Water Type Content Base Samples % Samples Lbs/Cud Required Negligible 0.00 to 0.10 0 to 150 II 550 No Positive 0.10 to 0.20 150 to 1000 II 590 No Considerable 0.20 to 0.50 1000 to 2000 V 675 Yes* Severe Over 0.50 Over 2000 V 715 Yes* * 6 mil plastic sheeting to be placed under aggregate base for flatwork and curb and gutter. 16.05 Compaction: Relative compaction of Subgrade shall not be less than 90% for placement of Portland Cement concrete. Relative compaction of Subgrade for curb and gutter, spandrels, local depressions and cross -gutters shall be 95%. 16.06 Multiple Mailbox Installation for New or Existing Sidewalk: Sidewalk and mailbox foundation shall conform to Standard No. 812 or No. 813, whichever applies. Specifications to be furnished by the Postmaster. 19 17. SEWERS 17.01 Description: The sanitary sewers for the subdivision shall be constructed in accordance with the plans as approved by the Director of Transportation and the Health Department. All plans shall be signed by a registered civil engineer under whose direction the plans and specifications were prepared. Approval of the operating agency or District shall also be provided. This section is for the purpose of defining the minimum requirements for the construction of sanitary sewers and is not intended to prohibit the use of any material and methods of construction not specified herein, provided such alternate is approved by the Health Department. In those cases in which utility companies have specified construction standards pertaining to their utility, standards of the utility company shall be accepted in lieu of the County standards specified herein, excepting trench compaction and pavement restoration in County roads. 17.02 Scope of Work: The work under this section shall include all work required to complete the construction and testing of all facilities necessary for the satisfactory operation and protection of the system as shown on the plans. 17.03 Sewer Pipe: All sizes of sewer pipe shall conform to the applicable requirements of Section 207 of the "Greenbook", Standard Specifications for Public Works Construction, latest revision. All lining of pipe shall be in accordance with the requirements of the supervising agency and shall be approved by the Director of Transportation and the Riverside County Health Department. Plastic pipe shall conform to ASTM D-3034 17.04 Installation: The installation of on-site main lines and outfalls shall be within the dedicated road right- of-way except where easements are necessary to provide a gravity flow system, and shall be in accordance with requirements and standards of the County of Riverside. 17.05 Manholes and Structures: All manholes and structures, either precast or built up, to be installed within the roadway, shall be designed for a minimum AASHTO H-20 highway loading and shall conform to the requirements of the Improvement Standards and to Section 70-1.02H of the Standard Specifications and Section 302-5.8 of the "Greenbook", Standard Specifications for Public Works Construction. 17.06 Sewer Connections: Unless otherwise permitted by the Director of Transportation and Health Department, sewer connections shall be laid in straight lines from the main sewers to a point beyond the curb or to the property line at the time of the laying of the mains in accordance with the approved sewer plans or Improvement Standards. The contractor shall place "Y" branches of the size and in the positions shown on the approved plans, and the house connection lines shall be placed to the lines and grades shown thereon. Connections to be stubbed off shall be closed at their outer end with an approved stopper and cement grout. 17.07 Testing of Sewers: After completion of construction of sewers and manholes, the system shall be tested in accordance with the requirements of the sewer purveyor. 17.08 Separation of Water Mains and Sanitary Sewers: Water mains and sanitary sewers shall conform to the criteria as outlined and illustrated in the State of California, Department of Health Services publication "Criteria for the Separation of Water Mains and Sanitary Sewers", latest edition; and the "California Waterworks Standards", Section 64630, Title 22, California Administrative Code. 17.09 Backfill Requirements: Pipe backfill shall be placed in accordance with the Standard Specifications for Public Works Construction Section 306-1.3, Backfill and Densification. The Contractor/Utility Owner 20 shall provide a written report of trench compaction results signed by an Engineer registered in the State of California and competent in the Geotechnical Engineering field along with copies of the daily testing reports prior to paving operations taking place. Testing frequency shall be a minimum of one relative compaction test for every two foot of depth of trench per 200 foot of trench. (example: 1600 foot trench 6 foot deep will have a minimum of 24 relative compaction tests) The testing frequency of laterals shall be one out of every two, alternating between long and short. 18. WATER PIPELINES 18.01 Description: The water supply system for the subdivision shall be constructed in accordance with the plans as approved by the Director of Transportation and Health Department. All plans shall be signed by a registered civil engineer under whose direction the plans and specifications were prepared and shall bear evidence of approval of the operating agency or District. This section is for the purpose of defining the minimum requirements for the construction of water supply and distribution systems and is not intended to prevent the use of any material or method of construction not specified herein, provided such alternate is approved by the Director of Transportation and Health Department. Water facilities shall be designed and constructed in accordance with applicable requirements of either the California Section of AWWA or the Public Utilities Commission. In those in which utility companies have specific construction standards pertaining to their utility, standards of the utility companies shall be accepted in lieu of the County Standards specified herein, excepting trench compaction and pavement restoration in County roads. 18.02 Scope of Work: The work under this section shall include all work required to complete the construction and testing of all facilities necessary for the satisfactory operation and protection of the system as shown on the plans. 18.03 Materials: All materials shall be of the sizes and classes as shown on the approved plans, and shall conform to the latest revision of the following specifications and standards. All materials shall be new, unless specifically approved by both County agencies involved. A. CAST IRON PIPE. Shall conform to AWWA C102, AWWA C106, AWWA C108. B. CEMENT -ASBESTOS PIPE. Shall conform to AWWA C400, with the selection of Class of pipe based on AWWA Manual H2. C. STEEL PIPE. Shall conform to AWWA C201, AWWA C202, or Federal Specification SS -P-385. D. CONCRETE PIPE. Shall conform to AWWA C300, AWWA C301, or Federal Specifications SS -P-381. E. PLASTIC PIPE. Shall conform to AWWA C900. F. LININGS AND COATING. Minimum protective coating shall be asphalt dipped and asphalt felt wrapped. All coal -tar and cement mortar linings and coatings so designated on the plans or stated in the specifications shall conform to AWWA C104, AWWA C203, or AWWA C205, whichever is applicable. Asphalt mastic coatings shall conform to Specifications M-2 (CS -96) of the Asphalt Institute. 21 G. FITTINGS AND SPECIALS. Shall conform to the applicable sections of AWWA C100, AWWA C110, AWWA C207, AWWA C208, or other approved standard or specification under which the fitting or special is made. 18.04 Installation: The installation of on-site pipelines shall be within the road right-of-way of County roads except where easements are necessary to provide a circulating system, and shall be in accordance with the requirements and standards of the County of Riverside. Trenching, installation, and backfilling shall be in accordance with the applicable requirements of Riverside County, and the recommendations of the pipe manufacturer. 18.05 Backfill Requirements: Pipe backfill shall be placed in accordance with the Standard Specifications for Public Works Construction Section 306-1.3, Backfill and Densification. The Contractor/Utility Owner shall provide a written report of trench compaction results signed by an Engineer registered in the State of California and competent in the Geotechnical Engineering field along with copies of the daily testing reports prior to paving operations taking place. Testing frequency shall be a minimum of one relative compaction test for every two foot of depth of trench per 200 foot of trench. (example: 1600 foot trench 6 foot deep will have a minimum of 24 relative compaction tests) The testing frequency of laterals shall be one out of every two, alternating between long and short. 18.06 Structures: Any structures necessary for the completion of the water supply system shall be constructed in conformity with the plans and in accordance with applicable provisions of these standards. Concrete structures shall be constructed of Class "2" Portland Cement Concrete. 18.07 Fire Hydrants: Unless specifically excepted in the agreement, all water systems shall include fire hydrants installed in conformance with the subdivision improvement standards and at locations shown on the plans. 18.08 Valve Casings: All valve stems shall be cased and provided with removable covers in accordance with the subdivision improvements standards. When located in a paved area, cover shall be flush with surfacing. Covers are to be set to the finished surface grade at the time asphalt concrete is placed. 18.09 Hydrostatic Test and Disinfection of System: After completion of the connections, the system shall be tested by the admission of water under not less than the full working pressure of the lines. All joints, valves, connections, and fittings shall then be visually inspected for leakage, or the pipe lines backfilled and a leakage tests made to determine the rate of leakage. The allowable rate of leakage shall not exceed 25 gallons per 24 hours per inch of diameter per mile of pipe. All leaks shall be repaired to the satisfaction of the Engineer. Disinfection of the lines may be accomplished at this time by the inclusion of the disinfection solution to the water used for the test. All lines shall be flushed and disinfected in accordance with AWWA C601 prior to acceptance of the system. Lines shall be thoroughly flushed after treatment with disinfectant prior to being place in service. 19. UNDERGROUND UTILITY INSTALLATION 19.01 General: All new utility lines, including but not limited to, electrical service, communications and street lights will be placed underground. The subdivider shall make the necessary arrangements with the serving utilities for the installation of such facilities. Surface mounted transformers, pedestal mounted terminal boxes and meter cabinets, ducts, street lighting, signal control cabinets, and other associated equipment in an underground utility system may be placed above ground in accordance with the 22 standards and specifications herein and the requirements of a County Encroachment Permit. The Director of Transportation may waive any of the above requirements if topographical, soil, or any other conditions make such underground installations unreasonable or impractical. All overhead communications conductors, and all overhead electrical distribution conductors, which exist on road and easement frontage to be improved by any land division and commercial development, which is subject to discretionary approval by the County of Riverside, shall be relocated to an underground location, except as follows: A. For overhead electrical circuits which exceed 34 Kilovolts. B. For distribution overhead communication and electrical circuits which are installed solely for the purposed of providing service to the land division / development, and which are installed on roadways or easements which are not fully improved in accordance with Ordinance no. 461. The portion(s) of such circuits which are adjacent to the land division / development, and which are on roadways that are fully improved in accordance with Ordinance no. 461 shall be placed in an underground location in conformance with Ordinance no. 461. C. For the under -grounding of overhead frontage conductors in any land improvement case that has frontage improvements of less than 300 feet in length. 19.02 Underground Installations: All underground facilities, including laterals, shall be in place and tested prior to paving the street section, including, but not limited to, the following: sewer, water, electric, gas, drainage, communications, cable TV, and irrigation. The Contractor shall provide written verification from the affected utilities of acceptable test results prior to proceeding with paving operations. If more than one cable TV company serves an area, cables for all TV companies shall be installed prior to paving the street section or underground ducts shall be provided by the developer at all street intersections to provide for the future installation of TV cables in accordance with Standard No. 819 of this Ordinance. 20. STREET NAME SIGNS 20.01 General: Street name signs shall consist of two double -face signs showing street name only (no house numbers) mounted at right angles, with provision for a center rod assembly. Each double-faced sign shall be precision stamped and so fabricated that when assembled, it provides a box type sign. 20.02 Name Sign Plates: A. SIZE. Length either 24", 30", or 48". Width 6" or 9". Box section 1" depth. B. MATERIAL. Sign shall be anodized aluminum extrusion of 6063T-4 alloy material with average coating thickness of 0.0008 inches and green finish to match lettering background. C. FINISH. Reflective - Sign faces shall be of reflective sheeting of super engineering grade. Application of the reflective material to the sign shall be by methods as approved by the reflective sheeting manufacturer. D. LETTERING. Street names to be 4" high or 6" high as required by std. No. 816 or std. No. 815, respectively. Each name is to be individually laid out and stenciled to fit either the 24", 30", or 48" space. The rounded letter to be used is the standard alphabet for highway signs designed by the Federal Highway Administration and approved by the American Association of State Highway Officials and Institute of Transportation Engineers. 23 E. COLOR. Interstate green background with white lettering. 20.03 Bracket Assembly: The post cap, ornament, and center rod assembly shall mount on 2" I.D. Pipe. The center rod shall be hot -dipped galvanized carriage bolt. Head of bolt shall form top of ornament. Bolt extends through signs and fastens with nut inside post cap. Post cap shall be cast anodized aluminum, deeply grooved to securely hold sign from twisting, and shall be secured to the pipe with three 3/8" allen head stainless set screws. Saddle and top ornament shall be 14 ga. anodized aluminum. Side arm brackets of cast aluminum in place of post or cap and center mount assembly for individual mounting of electroliers. 20.04 Posts: All posts shall be 2" I.D. Standard wall thickness pipe, 12' - 0" long, galvanized and provided with 1/2" x 8" anchor rods 3" from bottom. All posts shall be set in concrete as shown on the Improvement Standards. 20.05 Locations: Minimum one complete sign assembly per intersection when paved or curbed width of all intersecting streets is 40 feet or less (see Standard 816). Two complete sign assemblies will be required at each intersection when any intersecting street is greater than 40 feet in width as before defined (see Standard 815) . When two sign units are placed that they be on diagonally opposite corners, so that they will be on the far right hand side of the intersection for traffic on the major/through street. 21. MONUMENTS 21.01 General Requirements: The subdivision boundaries, lot corners, road, street, highway centerline, angle points in all lines, beginning and end of all curved lines, shall be monumented in accordance with the hereinafter described standard monuments and procedures. Any monument having characteristics other than the hereinafter described may be used only upon written approval of the County Surveyor. If an existing record and identified monument is found on the ground at the location of a subdivision corner, this monument may be used in lieu of replacement with a new monument provided the existing monument is a type considered to be durable. 21.02 Standard "A" Monuments: This monument is to be one inch (inside diameter) iron pipe eighteen (18") inches long. A metal disc or plastic plug bearing the registered civil engineer or land surveyor number shall be securely affixed to the top of the pipe. The top surface of the monument shall be flush with natural ground, flush with surface in paved streets and twelve (12") inches down in unpaved streets. 21.03 Standard "B" Monuments: This monument is to be an eighteen (18") inch long copper clad steel pin to which is secured at one end a one and one-half (1-1/2") inch conical brass cap. The monument may be used as an alternate to the type "A" monument to mark centerline control on streets. The monument is to be driven flush with the street pavement. After setting the monument, the Registered Civil Engineer or Land Surveyor number shall be stamped into the surface of the brass cap. Modification of the above standard may be approved by the County Surveyor. See Standard drawing numbers 900 and 901 for further information. 21.04 Standard "C" Monuments: This monument to consist of a 2" x 2" x 18" long redwood stake cut from clear heartwood firmly set in the ground. The exact point of intersection of the lines shall be marked on the top center of the stake by a suitable tack or nail, which in turn shall be used to secure to the stake the metal disk bearing the Registered Civil Engineer or Land Surveyor Number. A 1/2" rebar, 18" long 24 with appropriately stamped plastic cap may be used in place of a redwood stake. See monument schedule for use of this monument. 21.05 Standard "D" Monuments: This monument to consist of a 3/4" inside diameter x 18" long galvanized iron pipe, driven to a point not to exceed 1" above the natural ground surface. The exact point of intersection of the lines shall be marked on the top center of the pipe by a suitable tack or nail, which in turn shall be used to secure to the pipe the metal disk bearing the Registered Civil Engineer or Land Surveyor Number of plastic plug with RCE or LS number with mark for exact point. See monument schedule for use of this monument. 21.06 Standard "E" Monuments: This monument to consist of lead plug or steel pin with metal identification disk set in concrete curb. See monument schedule for use of this monument. 21.07 Monument Schedule: STANDARD USE OF MONUMENT REMARKS "A" Tract boundary control, As specified by the County Surveyor street centerline control - unpaved and paved. "B" Street centerline control. May be used in lieu of Type "A" monument in paved streets. Lot corner, angle point in lot line, E. C. and B. C. lot line, and right-of-way line. "D" Same as "C" "E" Same as "D" All lot corner monuments except when lot corner is coincident with boundary corner may be set in the top of the curb on the prolongation of the lot line. In the event improvements in a subdivision include a block wall along the rear lot lines, a Standard "E" monument may be set on both sides of the block wall to indicate direction of the side lot lines. Such points shall be noted on the final map as "points on line". 21.08 Monument Ties: Upon completion of the tract monumentation, the engineer or licensed Surveyor shall furnish to the County Surveyor ties to all street centerline monuments. Such ties are to be permanent physical objects, there being not less than three and preferably four ties to each monument. Whenever curb -and -gutter is installed, street centerline monuments are to be tied to permanent points set in the curb, these permanent points to consist of either of the following: lead and tack (L&T) or steel pin driven into the concrete. Use of a cross cut in the concrete will not be acceptable. Cross over ties are preferred when made with transit and tape. The ties furnished to the County Surveyor are to be prepared on 8-1/2" x 11" sheets of the tracing paper. Sketch to be clear and legible and spaced to avoid confusion or misinterpretation. 25 22. STREET LIGHTING 22.01 General: Street and highway lighting shall conform with the provisions of this section and be furnished, funded and installed by the developer or his agent. 22.02 Specifications and Materials: Materials and work shall conform with or exceed the requirements of the "American National Standard Practice for Roadway Lighting" approved June 27, 2000 prepared by the IESNA ( Illuminating Engineering Society of North America), American National Standards Institute; the National Electrical Code; the Electrical Safety Orders of the Division of Industrial Safety, Department of Industrial Safety, State of California; and shall conform to approved standards and procedures of the local servicing utility. In addition to the foregoing, all street lighting shall conform with the following special provisions: A. Street lights shall be installed at all intersections and at a minimum of one street light for each 200 lineal feet of roadway, plus or minus 20 feet. B. Street lights shall be placed at lot lines wherever practical. C. At intersections, street lights should be placed near the curb return at a far right approach. D. Luminaires shall be full cut off, high pressure sodium type, unless the project is located within a 30 -mile radius of Mt. Palomar Observatory. If the project is located within a 30 - mile radius of Mt. Palomar Observatory, the luminaires shall be low pressure sodium type; as required by Board Resolution No. 84-77 and these specifications. NOTE: For private lighting restrictions within 45 -mile radius of Mt. Palomar Observatory, see latest County Ordinance regulating light pollution. E. Lighting shall be designed and installed in accordance with the following Street Light Specification Chart. STREET LIGHT SPECIFICATION CHART (STANDARD LIGHTING INSTALLATION) ROADWAY WIDTH (CURB TO (CURB) WATTAGE TYPE LUMENS MOUNTING HT. 58 feet or greater 200 HPS* 22000 31ft. ± 1 ft. Less than 58 feet 100 HPS* 9500 26 ft. + 1 ft. * HPS = High Pressure Sodium 26 (LIGHTING INSTALLATION WITHIN 30 MILES OF MT. PALOMAR OBSERVATORY) ROADWAY WIDTH (CURB TO (CURB) WATTAGE TYPE LUMENS MOUNTING HT. 58 feet or greater 135 LPS** 22500 31ft. ± 1 ft. Less than 58 feet 55 LPS** 8000 26 ft. + 1 ft. ** LIPS = Low Pressure Sodium 6. Electroliers: Unless otherwise specifically permitted by the Director of Transportation, luminaire standards shall be in accordance with the following: A. Ornamental concrete type shall be considered as the standard street lighting pole type. B. Ornamental concrete type or fiberglass type where a six foot mast arm is permitted by County standard. C. Other street lighting pole types may be used if mutually agreed upon by the Director of Transportation and the serving utility. 7. All ownership, service, liability and maintenance shall be the responsibility of the serving utility company and shall be so defined in the Service Agreement. 8. Requests for street light layouts shall be submitted to the Transportation Department. Specific procedures and design criteria shall be in accordance with those established by the Transportation Department, the County Administrative Office and the serving utility. 9. Roadway lighting shall be required on all County of Riverside expressway classification roadways in accordance with County design criteria and the following: A. At -grade intersections. B. Grade separations of expressways with other public roadways, railways, pedestrian walkways, and with other public or private facilities. C. Acceleration and deceleration ramps and lanes. D. Auxiliary lanes. The above-described requirements shall apply to County designated expressway classification roadways with access openings at spacing's not less than the intersection intervals designated in Standard No. 114 of this ordinance. Said roadway shall be provided with physical controlled access barriers such as fences and block walls. In the absence of such physical access barriers, or if the access intervals are less than that set forth in Standard 114, the roadway shall not be considered as an expressway for purposes of street lighting, and street lighting shall therefore be installed at 200 foot spacing in accordance with the requirements of the County's Transportation Department and this section. 27 23. SIGNALIZATION AND HIGHWAY LIGHTING 23.01 General: Signalization and Highway Lighting shall conform to the provisions of this section and shall be furnished, funded and installed by the developer or his agent. The Developer shall also be responsible to arrange for and fund all utility relocations required for the installation of the improvements. Furnishing and installing traffic signal and highway lighting systems shall conform to the provisions in Section 86, "Signals and Lighting", of the State of California Department of Transportation Standard Specifications, the standards and specifications of County of Riverside Ordinance 461 and the requirements of this section. These specifications are supplemented by the following County of Riverside publications, as appropriate, which are available from the office of the County of Riverside Traffic Engineer at 4080 Lemon Street, 8th Floor, Riverside, California; (951) 955-6800. A. Model 170 Controller Assembly specification B. Type 90 Controller Assembly specification C. LED green signal specification D. LED yellow signal specification E. LED pedestrian signal specification F. Approved LED vendor list These Specifications may be modified by Special Provisions that are prepared for a particular construction project, provided that those Special Provisions have been reviewed and approved by the County of Riverside Transportation Department for construction. The project -specific Special Provisions shall include all specific requirements of the project, including any requirements of other public agencies which have an owning interest in the planned improvements. 23.02 Equipment Orders: All equipment shall be new. 23.03 Foundations: Foundations shall conform to the provisions in Section 51, "Concrete Structures," and Section 86-2.03, "Foundations", of the Standard Specifications and these Special Provisions. Portland cement concrete shall conform to Section 90-10, "Minor Concrete", of the Standard Specifications and shall be Class 3, except for pole foundations which shall be Class 2. For traffic signal installations that designate the construction of a Type P controller cabinet, the cabinet foundation height dimension is modified to be 36 inches, with 18 inches being below and 18 inches being above sidewalk grade, or as directed by the Engineer. Controller foundation forms shall be rigid steel. All foundation concrete shall be vibrated to eliminate air pockets. 23.04 Standards, Steel Pedestals and Posts: Standards, steel pedestals, and posts shall conform to the provisions in Section 86 2.04, "Standards, Steel Pedestals, and Posts", of the Standard Specifications and these Specifications. Type 1A standards shall be spun aluminum, unless shown otherwise on the construction plans. Poles installed at the near -right approach of each intersection shall be banded for the emergency installation of stop signs. Banding shall conform to the strap and saddle method per Standard Plan RS4. Mast arms shall be installed in accordance with the "Signal Arm Connection Details" of the Standard Plans, unless specifically directed otherwise on the construction plans. Reference is made to the mast arm requirements of Section 23.25 "Internally Illuminated Street Name Signs" and County Standard 1200 "Traffic Signal Pole IISNS Straight Arm Mounting Detail". Poles shall not be erected onto their foundations until signal and lighting service meters have been installed and energized by the serving electric utility company. If required by the serving electric utility, and confirmed by the Engineer, State Certified Electric Workers shall be utilized for the installation of standards, steel pedestals and posts in accordance with State of California High Voltage Safety Orders. 23.05 Conduits: Conduit shall conform to the provisions in Section 86-2.05, "Conduit", of the Standard Specifications and these Specifications. All conduits shall be hot dip galvanized rigid steel conduit conforming to requirements in UL Publication UL6. Minimum conduit size shall be 2" (53mm) unless otherwise specified. Insulated bonding bushings will be required on all conduit. After conductors have been installed, the ends of conduits terminating in pull boxes and controller cabinets shall be sealed with an approved type of sealing compound. When a standard coupling cannot be used for coupling metal type conduit, the Contractor may request permission, prior to installation, on a case by case basis, to use a U.L. or E.T.L. listed threaded union coupling. Conduit depth shall not exceed 60 inches (1.55m) below finish grade. At locations where conduit can not be installed by jacking or drilling as provided in Section 86-2.05C, "Installation", of the Standard Specifications, the Contractor may request permission, on a case by case basis, to install conduit by trenching. Jacking/Drilling shall be attempted a minimum of three times prior to requesting trenching installation. 23.06 Trenching Installation of Conduits: Conduit shall be placed under existing paving in a trench 2" (53 mm) wider than the outside diameter of the conduit being installed. Trenching shall not exceed 6" (150 mm) in width. Conduit depth shall be at a minimum of 30" (765 mm) below finished grade, with a minimum 26" (660 mm) cover over the conduit. All pavement shall be cut to a depth of 3" (78 mm) with an abrasive type saw or with a rock cutting excavator specifically designed for this purpose. Cuts shall be neat and true with no shatter outside the removal area. The conduit shall be placed in the bottom of the trench and the trench shall be backfilled with two sack slurry to finish grade. Prior to final paving, the slurry backfill shall be excavated to a depth of 0.30'(92 mm) below the final pavement surface. If so directed by the Engineer, the two sack slurry backfill shall be installed to a depth of 0.30' (92 mm) below the final pavement surface. The slurry shall be allowed to cure a minimum of two days prior to final paving with a commercial Type B asphalt concrete. 23.07 Pull Boxes: Pull boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes", of the Standard Specifications and these Specifications. Pull boxes shall be installed at the locations shown on the plans and shall be spaced at no more than 500 foot (152 m) intervals. No mid -run pull boxes shall be installed. Pull boxes shall be placed with their tops flush with surrounding finished grade, except as required by the Engineer. Pull boxes 29 installed in unimproved areas shall be marked with Type L markers and be traffic bearing. All traffic bearing pull boxes shall be constructed with galvanized 2 -bar welded frame. Unimproved areas are defined as locations not protected by concrete curb and gutter. All pull boxes shall be located behind the curb or at the locations shown on the plans. Pull box covers shall not be labeled "Caltrans", "Traffic Signal" should be on pull box lid. 23.08 Conductors and Wiring: Conductors and wiring shall conform to the provisions in Section 86-2.08, "Conductors", and Section 86-2.09, "Wiring", of the Standard Specifications and these Specifications. Subparagraph 5 of the first paragraph of Section 86-2.09D, "Splicing and Terminations", of the Standard Specifications is deleted. Traffic signal conductors, multiple circuit conductors, signal cable and inter -connect cable shall not be spliced unless otherwise shown on the plans. Nylon Jacketed Conductors shall not be used. Conductors with "Type THHN" insulation shall not be permitted. Conductors and wiring shall be installed in such a manner as minimize the need for splices. Conductors shall be spliced by the use of Type C or Type T splice as shown in the Standard Plans (ES -13A). Splices shall be insulated by "Method B". Minimum luminaire wiring shall be 10 gauge, including wiring within poles and mast arms. The color code for the luminaire common shall be white with a purple stripe. Multiple circuit conductors shall conform to the provisions in Section 86-2.08B, "Multiple Circuit Conductors", of the Standard Specifications. Signal Cable conductors shall conform to the provisions in Section 86-2.08D "Signal Cable", of the Standard Specifications. Signal cable shall be installed continuously without splicing from the controller cabinet to each traffic signal pole. Emergency vehicle pre-emption cable shall be 3M model 138 or approved alternative. 23.09 Interconnection Conduit and Cable: Furnishing and installing interconnect conduit and cable shall conform to the provisions in Section 86, "Signals, Lighting and Electrical Systems" of the Standard Specifications and these Specifications. New Signal Interconnect Cable (SIC) shall be six pairs, #20 AWG, and shall be in accordance with the provisions in Section 86-2.08E, "Signal Interconnect Cable" of the Standard Specifications and be suitable for underground installation. All SIC conductors shall be soldered to terminal lugs using the hot iron method and shall be connected to the appropriate terminal block inside the controller cabinet. Contractor shall pull cable, without splices, in new and existing conduit. Contractor work within controller cabinets shall be of industry standard and subject to approval by the Engineer. Contractor shall modify new and existing controller cabinets as required to provide a fully functional signal communication system. Coordination hardware and software shall be furnished, installed as required and made operational to provide a fully functional communication system, including but not limited to: A. Master Controller Unit B. Terminal Blocks, Cables, Wiring C. Internal and External Modems D. Iso -Relays E. Field Master Controller software 23.10 Testing: Testing shall conform to the provisions of Section 86-2.14, "Testing" of the Standard Specifications and these Specifications. 30 The supplied master controller unit shall be delivered for testing, as directed by the Engineer to County of Riverside, Transportation Department Highway Operations, 2950 Washington Street, Riverside, California 92504. The Contractor shall allow a minimum of 15 working days for operational testing and adjustment, with the added provisions that if the equipment should fail, an additional 15 - days period shall be allowed for testing. The cost for transportation and/or shipping of the controller unit to and from the County facility shall be borne by the subdivider/contractor and no additional compensation shall be allowed therefore. 23.11 Bonding and Grounding: Bonding and grounding shall conform to the provisions in Section 86-2.10, "Bonding and Grounding", of the Standard Specifications and these Specifications. Equipment grounding jumpers shall be installed for all conduits. Grounding jumper shall be attached by a 3/16 inch (4.5 mm) or larger brass bolt in the signal standard or controller pedestal and shall be run to the conduit, ground rod or bonding wire in adjacent pull box. Grounding jumper shall be visible after cap has been poured on foundation. 23.12 Service: Service shall conform to the provisions in Section 86-2.11, "Service", of the Standard Specifications and these Specifications. Service equipment enclosure shall be Type III -CF, as shown on the Standard Plans ES -2F, and shall conform to the following: A. 120 / 240 volt, 2 meter service unless otherwise shown on the plans. B. Circuit breakers required: 1. 2 - 100 Amp 2 pole (signal main, lighting main) 2. 1 - 30 Amp 1 pole (luminaires) 3. 1 - 20 Amp 1 pole (illuminated street name signs) 4. 1 - 50 Amp 1 pole (signals) 5. 1 - 15 Amp 1 pole (luminaire photoelectric control) 6. 1 - 15 Amp 1 pole (street name sign photoelectric control) 7. 1 - 20 Amp 1 pole (for each beacon, if applicable) C. Cabinet shall be fabricated from aluminum sheeting and finish shall be anodic coating in accordance with Section 86-3.04A "Cabinet Construction". D. Circuit breakers shall be marked with identifying labels for each circuit breaker. E. Type V photoelectric control contactor and test switch assembly shall be installed in the service cabinet. Photoelectric control contactors shall be as follows: 1. Luminaires - 60 amp mercury 2. Street name signs - 30 amp mercury F. Direct burial service conductors will not be approved. G. The service equipment enclosure shall be separated from the controller by a minimum of 15 feet, and separated from all utility poles by a minimum of 10 feet (4.5m), unless otherwise directed by the Engineer. 31 The Developer shall be responsible for contacting the power company, obtaining an approved electrical service point, arranging and providing for the electrical service connection, ensuring that adequate notice is provided to the serving electric company in advance of need, coordinating with the County of Riverside Transportation Department for the establishment of electrical service accounts, and paying all fees required. 23.13 Service Identification: The service equipment enclosure shall provide the address of the intersection as shown on the approved plan. Address location shall be on the front upper panel. Lettering markings shall be black in color, with a two inch (53 mm) minimum size in block letter form. Markings shall be applied to a brushed aluminum, stainless steel, or other non -corroding metallic plate, as approved by the Engineer. Plate shall be white in color. All paint and lettering markings shall conform in all respects to Federal Specification TT -E-489, latest revision, Class A, Air Drying. Said plate shall be affixed in a permanent manner by riveting or with stainless steel bolts and nuts. Bolts shall be peened after tightening. All materials used for affixing address plate shall be non -corroding. Alternate materials and methods must be approved by the Engineer prior to implementation. 23.14 Type 90 Controller Assembly: This section shall apply to those projects that specify the installation of a Type 90 Controller Assembly. Type 90 Controller Assembly shall conform to the provisions in Section 86-3.02, "Type 90 Controller Assembly", of the Standard Specifications and these Specifications. Type 90 Controller Assemblies shall be furnished and installed as shown on the construction plans. Said equipment shall be US Traffic Type 390 -CJ, or approved equivalent, in accordance with Riverside County specifications. Controller cabinets shall be Type P, manufactured from aluminum, with anodic coating finish. Traffic signal controller assemblies shall be furnished with 3M Opticom emergency vehicle pre- emption system mounting racks, internal and external 1200 baud modems, shelf mounted 2 channel detectors with delay and extension capabilities, and all equipment necessary to provide a complete control system. The traffic signal controller assembly shall be furnished to provide all detection and operation features indicated on the construction plans. Local master controller units shall be furnished and installed as shown on the construction plans. Master controller units shall be US Traffic Model TMM-500, or approved alternative. All necessary interconnect hardware shall be furnished and installed to provide full 2 -way communications for the traffic signal system. The control equipment shall be installed in a complete, operational manner, in order to enable the master controller to exchange system operation and program data with the local controllers. Said equipment shall include, but shall not be limited to: A. TMM-500 master controllers, as shown on the construction plans. B. Model 202 internal modems C. Model 212 "smart" modems D. Terminal blocks, cables and wiring E. Communication and Special Function Assemblies The Contractor shall arrange to have a signal technician qualified to work on the controller and employed by the controller manufacturer or his representative, present at the time the equipment is turned on. The signal controller conflict monitoring unit shall be tested in the field before "Turn On". 32 23.15 Type 170 Controller Assembly: This section shall apply to those projects that specify the installation of a Model 170 Controller Assembly. The controller unit, Model 170 and its cabinet, Model 332, shall be in accordance to the provisions of Section No. 86 "Signals, Lighting and Electrical Systems" of the latest edition of the State of California Standard Specifications, The County's Controller Specifications entitled "Model 170 Controller Assembly Specifications", and these Specifications. 23.16 The Contractor shall furnish and install the controller unit, Model 170, its cabinet, Model 332, and all ancillary equipment. The Contractor shall construct the controller cabinet foundations (including furnishing and installing anchor bolts), and shall install the controller cabinets on said foundations, and make all field wiring connections to the terminal blocks in the controller cabinets. The contractor shall arrange to have a signal technician qualified to work on the controller and employed by the controller manufacturer or it's representative, present at the time the equipment is turned on. As a minimum, the contractor shall furnish the following components: 23.17 Signal Faces and Signal Heads: Signal faces and signal heads and auxiliary equipment as shown on the plans, and the installation thereof shall conform to the provisions in Section 86-4.01 "Vehicle Signal Faces", Section 86-4.04, ""Backplates", and Section 86-4.08 "Signal Mounting Assemblies", of the Standard Specifications and these Special Provisions. Red, yellow and Green signal and beacon indications shall be LED modules in accordance with the Standard Specifications and these Special provisions. All LED modules shall be furnished by the Contractor. Red LED Ball and Red Arrow shall be 12 inches (300 mm) and shall conform to the provisions in Sections 86-4.02, 86-4.02A, B, C and D, "Light Emitting Diode Signal Module". Yellow and Green LED Ball or Arrow indications shall be 12 inch (300 mm) "Type 1" modules and shall conform to the provisions in the County of Riverside Transportation Department specification entitled "Specifications - Light Emitting Diode (LED) Signal Modules (Yellow or Green)". See the County publication entitled "Currently Qualified LED Modules by Vendor" for accepted vendor. The contractor shall furnish the engineer with the manufacturer's standard written warranty pertaining to defects in materials and workmanship for the LED modules. All warranty documentation shall be given to the Engineer prior to random sample testing. All lenses shall be 12 inches (300 mm) in diameter. Arrow lenses shall be provided with integrated arrow masking. Visors shall be in accordance with Section 86-4.01 D "Visors" and shall be the "full circle" type. Signal section housing, backplates and visors shall be metal type. Backplates shall be 33 Description Model A. Cabinet 332 B. Controller Unit 170 C. Switch Pack 200 D. DC Isolator -2 Channel 242 E. Flasher Unit Modules 204 F. Conflict Monitor Unit 210 G. Loop Detector -2 Channel 222 H. 412-C Program Module 412 I. MODEM Module 400 23.17 Signal Faces and Signal Heads: Signal faces and signal heads and auxiliary equipment as shown on the plans, and the installation thereof shall conform to the provisions in Section 86-4.01 "Vehicle Signal Faces", Section 86-4.04, ""Backplates", and Section 86-4.08 "Signal Mounting Assemblies", of the Standard Specifications and these Special Provisions. Red, yellow and Green signal and beacon indications shall be LED modules in accordance with the Standard Specifications and these Special provisions. All LED modules shall be furnished by the Contractor. Red LED Ball and Red Arrow shall be 12 inches (300 mm) and shall conform to the provisions in Sections 86-4.02, 86-4.02A, B, C and D, "Light Emitting Diode Signal Module". Yellow and Green LED Ball or Arrow indications shall be 12 inch (300 mm) "Type 1" modules and shall conform to the provisions in the County of Riverside Transportation Department specification entitled "Specifications - Light Emitting Diode (LED) Signal Modules (Yellow or Green)". See the County publication entitled "Currently Qualified LED Modules by Vendor" for accepted vendor. The contractor shall furnish the engineer with the manufacturer's standard written warranty pertaining to defects in materials and workmanship for the LED modules. All warranty documentation shall be given to the Engineer prior to random sample testing. All lenses shall be 12 inches (300 mm) in diameter. Arrow lenses shall be provided with integrated arrow masking. Visors shall be in accordance with Section 86-4.01 D "Visors" and shall be the "full circle" type. Signal section housing, backplates and visors shall be metal type. Backplates shall be 33 louvered. Top opening of signal heads shall be sealed with neoprene gaskets. 23.18 Pedestrian Signal Faces: Pedestrian signals shall conform to the provisions in Section 86-4.06, "Pedestrian Signal Faces", of the Standard Specifications and these Special Provisions. Pedestrian Signal Face (Combination Signals) shall conform to the provisions in the County of Riverside Transportation Department specifications entitled "Specifications — Light Emitting Diode (LED) Signal Modules (Combination Pedestrian Signal)", which is available from the Traffic Engineering Section of the Transportation Department upon request. Pedestrian Signal Mounting Assemblies and Pedestrian Signal Housings shall be made from the same manufacturer and the section assemblies shall be uniform in appearance and alignment. All equipment shall be new and purchased by the Contractor in a single purchase for this project. Surplus equipment, which may be in the contractor's possession, will not be allowed, unless specifically allowed by the Engineer. The contractor shall furnish the engineer with the manufacturer's standard written warranty pertaining to defects in materials and workmanship for the LED modules. All warranty documentation shall be given to the Engineer prior to random sample testing. Pedestrian signals shall be provided with a polycarbonate eggcrate or Z -crate screen (Type 2). LED modules for pedestrian signals shall be furnished by the contractor from the a vendor that is listed on the State of California Department of Transportation or County of Riverside Transportation Departments list of acceptable vendors and equipment. 23.19 Pedestrian Push Buttons: Pedestrian and bicycle push buttons shall conform to the provisions in Section 86-5.02, "Pedestrian Push Buttons", of the Standard Specifications and these Special Provisions. Attention is directed to State of California Standard Plan ES -5C. Pedestrian push buttons shall be Type B. Pedestrian push button housings shall be die-cast or permanent mold cast aluminum. Pedestrian push button signs shall be porcelain enameled metal. Paragraph 3. of Section 86-5.02 "Pedestrian Push Buttons", of the Standard Specifications is deleted. The pedestrian push button shall be ADA compliant, constructed of high density thermoplastic and utilize solid state Piezo switch technology. Button shall be yellow, outer body color shall be black. Pedestrian push button shall be Polara model MPBP-BY, Campbell Co model 4EVR-700P or approved equal.. 23.20 Equestrian Push Buttons: Equestrian push buttons shall be installed where specified on the construction plans. Equestrian push buttons shall be Type B, modified with industrial mushroom shaped buttons, 1-1/2 inches to 2 inches (41 mm to 53 mm) in diameter, added. Fit and finish shall be of original equipment quality. 23.21 Programmed Visibility Traffic Signal Heads: Programmed visibility traffic signal heads shall conform to the provisions in Section 86-4.05, "Programmed Visibility Vehicle Signal Faces", of the Standard Specifications and these Specifications. 34 23.22 Detectors: Detectors shall conform to the provisions in Section 86-5, "Detectors", of the Standard Specifications and these Specifications. All sensor units shall have delay timers adjustable from zero to a minimum of 30 seconds and extension timers adjustable from zero to a minimum of 7 seconds. Delay timers shall delay calls only during display of the associated red or yellow indications. If a vehicle departs the area of detection prior to expiration of the assigned delay period, the timer shall reset and no call shall be placed upon the controller. During display of the associated green indication, detectors shall operate in the present mode and calls shall not be delayed. Inductive loop detectors shall be furnished and installed, in accordance with the detection specified on the plans and these Specifications. Loop wire shall be Type 2. Loop sealant shall be the elastomeric sealant type, unless otherwise directed by the Engineer. Loop conductors and sealant shall be installed on the same day the loop slots are cut. Loop detector lead in cable shall be Type B. Detector curb terminations shall be in accordance with Standard Plans ES -5D, and shall be Type A. Detectors shall be Type E unless otherwise shown on the construction plan or as directed by the Engineer. The conduit shall extend 18 inches (460 mm) into the paved roadway. All loops shall be tested sequentially by three methods: by megger (measured by megaohms), by resistance (in ohms), by inductance (measured in microhenries). 23.23 Preformed Inductive Loops: Preformed inductive loops, if specified on the construction plans, shall be Never -Fail Loop Systems, or approved alternative, with Model F frame and shall be asphalt -rubber filled pre -dimensioned loop detectors. The Contractor shall adhere to the manufacturer's specifications for the equipment and installation requirements. The Contractor shall arrange for a knowledgeable representative of the manufacturer to be at the construction site to provide direction on the installation of the loops. Each detector loop shall consist of four turns of #16 wire with Type TFFN insulation. The loop wires shall be encased in 3/8 inch (10 cm) polypropylene conduit in the head of the loop or an approved alternative, to prevent the entrance of water and the movement of wires within the conduit. To insure long term performance, the loops shall be provided with sealed expansion joints. The loop wires from the preformed loop to the adjacent pullbox or detector handhole shall be twisted together into a pair (at least two turns per foot) and encased in polypropylene conduit and /or 2250 P.S.I. (15,500 kPa) hydraulic hose between the preformed loop and the adjacent pullbox or detector handhole. The lead- in conduit shall be completely injected with hot asphalt sealant, or approved alternative, to prevent the entrance of water at the pullbox or handhole end. A groove shall be cut into the existing pavement in conformance with the manufacturer's specifications for Model F installations. The frames and home -runs shall be placed into the cuts. The cuts shall be filled with elastomeric slot sealant conforming to the manufacturer's recommendations. 23.24 Luminaires: Luminaires shall conform to the provisions in Section 86-6, "Lighting", of the Standard Specifications and these Specifications. Luminaires shall be of the cutoff type and shall be 200 or 250 Watt High Pressure Sodium Vapor as shown on the construction plans. The fixtures shall be constructed with flat lenses, integral ballasts, and detachable power unit assemblies. The power unit assemblies shall contain the ballast, starter board, capacitors, and a heavy duty terminal block. Each luminaire shall be furnished without the photoelectric unit receptacle. If the luminaire housing is provided with a hole for the receptacle, the hole shall be closed in a weatherproof manner. 35 23.25 Internally Illuminated Street Name Signs: Internally illuminated street name signs shall conform to the provisions in Sections 86-6.06, "Sign Lighting Fixtures — Incandescent", and 86-6.065, "Internally Illuminated Street Name Signs", of the Standard Specifications and these Specifications. The third paragraph of Subsection 86-6.065, "Internally Illuminated Street Name Signs" of the Standard Specifications is amended to read: The sign fixture shall be designed and constructed to prevent deformation or failure when subjected to 100 mph (161 km/h) wind loads, as set forth in the AASHTO publication, "Standard Specifications for Structural Supports of Highway Signs, Luminaires, and Traffic Signals", and amendments thereto. The sign panels shall not deform or warp under an 100 mph (161 km/h) wind loading. A certificate of Compliance conforming to the provisions in Section 6-1.07, "Certificates of Compliance" shall be submitted by the manufacturer with each lot of internally illuminated street name signs. Subsection 86-6.065, "Internally Illuminated Street Name Signs" of the Standard Specifications is amended with the addition of the following between the third and fourth paragraphs: The signs shall be attached to a 10 foot (3.05 m) galvanized steel mast -arm extending from the shaft of the pole above and parallel to the signal mast arm. Each 10 foot (3.05 m) arm shall have 3 mounting tabs welded to it. The tabs shall be spaced to allow installation of either an 8 feet (2.44 m) or 6 feet (1.83 m) sign. A set bolt shall be used to assure the mast arm will not change position after it is installed and aligned. Attention is directed to the County Standard entitled "Traffic Signal Pole ISNS Straight Arm Mounting Detail". Subsection 86-6.065, "Internally Illuminated Street Name Signs" of the Standard Specifications, the fifth paragraph is hereby amended to read: Signs shall be Type A. Subsection 86-6.065, "Internally Illuminated Street Name Signs" of the Standard Specifications, item number two "Reflectors" of the fifth paragraph is hereby deleted. Subsection 86-6.065, "Internally Illuminated Street Name Signs" of the Standard Specifications, paragraph number one of item number three "Sign Panels" of the fifth paragraph is hereby deleted and replaced with the following: The sign panels shall be slide -mounted or rigid mounted in a frame with white translucent diamond grade reflective legend, symbol, arrows, and border on each face, the background shall be green. Subsection 86-6.065, "Internally Illuminated Street Name Signs" of the Standard Specifications, item number twelve, "Mounting Assemblies" of the fifth paragraph, is hereby amended with the addition of the following between the first and second paragraphs: The mounting assembly shall be designed and constructed to prevent failure when subjected to 100 mph (161 km/h) wind loads, as set forth in the AASHTO publication, "Standard Specifications for Structural Supports of Highway Signs, Luminaires, and Traffic Signal" and amendments thereto. Support brackets shall be 3/8" X 1.5" (9.5 mm X 38 mm) minimum. 23.26 Photoelectric Controls: Photoelectric controls shall conform to the provisions in Section 86-6.07, "Photoelectric Controls", of the Standard Specifications and these Specifications. 36 Photoelectric controls shall be a dual Type V for luminaires and internally illuminated street name signs conforming to the detail on the plans. Photoelectric units shall be the delay type. 23.27 Traffic Signal Field Tests: Field Tests shall conform to the provisions in Section 86-2.14, "Testing", of the Standard Specifications. 23.28 Maintain Existing and Temporary Electrical Systems: Maintaining existing and temporary electrical systems shall conform to the provisions in Section 86-1.06 "Maintaining Existing and Temporary Electrical Systems" of the Standard Specifications. The Contractor shall request prior authorization from the Engineer for each traffic signal system shutdown. Traffic signal system shutdowns shall be limited to periods between the hours of 9:00 A.M. and 3:00 P.M. Traffic signal system shutdown shall be coordinated through the Engineer, and shall be kept to a minimum, as determined by the Engineer. The Contractor shall place "Stop Ahead" and "Stop" signs to direct vehicle and pedestrian traffic through the intersection during traffic signal shutdown. Temporary "Stop Ahead" and "Stop" signs shall be either covered or removed when the system is turned on. "Stop Ahead" and "Stop" signs shall be furnished by the Contractor and shall conform to the provisions in Section 12-3.06, "Construction Area Signs" of the Standard Specifications. Minimum size of "Stop" signs shall be 48 inches. One "Stop Ahead" sign and one "Stop" sign shall be placed for each direction of traffic. For two lanes approaches, two "Stop" signs shall be placed. Location of the signs shall be as directed by the Engineer. "Stop Ahead" signs shall be supplemented with portable flashing beacons, which shall meet the requirements of Section 5-06.3 of the State of California Traffic Manual. The Contractor may request authorization from the Engineer to use temporary overhead conductors for temporary traffic signal operation. During periods of traffic signals or beacon shutdowns, existing flashing beacons shall be supplemented with portable flashing beacons, which shall meet the requirements of section 5-06.3 of the State of California traffic manual. 23.29 Emergency Vehicle Pre-Emption: A complete, functioning 3M Opticom (TM) emergency vehicle pre-emption system, or approved equal, shall be furnished and installed for each project location as indicated on the construction plans. At locations where emergency vehicle pre-emption detectors are not to be installed, emergency vehicle pre-emption cable shall be installed for future use as follows: A. Emergency vehicle pre-emption (EVP) cable shall be installed, without splices, between the controller cabinet and each mast arm traffic signal pole. B. The 3M Model 138 EVP cable shall be connected to the EVP rack terminals within the controller cabinet. C. Each mast arm detector mounting shall be drilled and tapped in its ultimate location. In lieu of the detector, an approved water tight UL listed electrical box shall be installed. The EVP cable shall be installed to terminate within the mast arm mounted electrical box. Excess cable shall be coiled within the electrical box sufficient for future installation of the EVP system. D. Detectors and phase selectors shall not be furnished. 37 At locations where emergency vehicle pre-emption detectors are to be installed, the optical detector shall be mounted on the indicated signal mast arm by use of an approved mast arm clamp as shown on the plans. The detector shall not be mounted on the signal head. Emergency vehicle pre-emption equipment to be furnished and installed or provided shall include: A. 3M model 711, 721, and 722 optical detectors for each approach, as shown on the plans. B. 3M model 762 rack -mounted phase selectors in each controller assembly, sufficient for 8 phase operation. C. 3M model 138 detector cable. D. One spare 3M model 762 phase selector. E. One spare 3M model 721 optical detector. The system shall be designed to prevent simultaneous pre-emption by two or more emergency vehicles on separate approaches to the intersection. Emergency vehicle pre-emption sequence of operation shall be approved by the County Traffic Engineer prior to timing and turn -on of each respective traffic signal. It shall be the responsibility of the Contractor that a knowledgeable representative, for the manufacturer of the emergency vehicle pre-emption equipment, be present for the first day of the traffic signal and lighting function test to insure proper installation and functioning of the equipment. It shall be the responsibility of the Contractor that the emergency pre-emption equipment shall be furnished and installed in a complete, operative manner, as intended by the manufacturer, and these Specifications. The Contractor shall arrange for, and pay the cost of, the services of the controller manufacturer to perform any controller modifications required for the installation, or operation, of the emergency vehicle pre-emption equipment. 23.30 Encroachment Permits: It shall be the responsibility of the Contractor to obtain all required Encroachment Permits and other required permits prior to the start of work. 24. ROADWAY LANDSCAPING 24.1 GENERAL.................................................................................................................................................40 24.11 Authority.........................................................................................................................................40 24.12 Goals and Objectives.....................................................................................................................40 24.13 Landscape Improvements Requirements.......................................................................................40 24.14 Landscape Maintenance................................................................................................................40 24.15 Utility Locations and Obstructions Below Ground..........................................................................41 24.16 Sight Distance................................................................................................................................41 24.17 Quality and Standards of Materials, Installation, and Guarantees.................................................41 24.18 Plant Material..................................................................................................................................41 24.2 EROSION CONTROL AND LANDSCAPING PLANS.............................................................................42 24.21 Erosion and Sediment Control........................................................................................................42 24.22 Landscape Grading........................................................................................................................42 24.3 PARKWAY LANDSCAPING....................................................................................................................42 24.31 Trees..............................................................................................................................................43 24.32 Shrubs and Ground Covers............................................................................................................43 24.33 Lawn...............................................................................................................................................43 24.34 Sidewalks.......................................................................................................................................43 24.35 Walls/Fences..................................................................................................................................44 24.36 Trails Stabilizer........................................................................................................... 44 24.4 MEDIAN LANDSCAPING........................................................................................................................46 24.41 Median Hardscape.........................................................................................................................46 24.42 Trees..............................................................................................................................................46 24.43 Shrubs and Grounders...................................................................................................................46 24.44 Lawn...............................................................................................................................................47 24.5 WATER CONSERVATION AND IRRIGATION........................................................................................47 24.51 Water Conservation........................................................................................................................47 24.52 Irrigation System Design and Equipment.......................................................................................47 24.53 Installation......................................................................................................................................48 24.6 INSPECTION AND SUBMITTAL.............................................................................................................49 24.7 CONSTRUCTION CLEAN UP.................................................................................................................49 24.8 STREET TREE MAINTENANCE, REMOVAL AND PRESERVATION...................................................49 24.81 Tree Maintenance...........................................................................................................................49 24.82 Tree Removal (On or Adjacent to County Road Rights-of-Way)....................................................49 24.83 Tree Preservation...........................................................................................................................50 24.84 Parkways........................................................................................................................................50 24.9 ATTACHMENTS......................................................................................................................................51 24.91 Attachment A - Riverside County Climate Map..............................................................................52 24.92 Attachment B - Street Trees List....................................................................................................53 24.93 Attachment C - Board Policy H-25, Water Efficient Landscape Policy..........................................55 39 24.1 GENERAL 24.11 Authority The following standards and guidelines have been developed and approved for the administration of landscape encroachments as such encroachments relate to roadway landscaping (County Ordinance No. 499 and Resolution No. 89-44) 24.12 Goals and Objectives The standards and guidelines contained herein have been developed to establish a minimum standard of quality associated with landscaping within the public rights-of-way and common open space areas. It is the goal of the County to facilitate the implementation of landscape improvements that are adequately designed, properly installed, and can be efficiently maintained. The following objectives should be incorporated into proposed landscapes in County rights-of-way: a) Landscaped improvements shall not jeopardize the public health, safety, and welfare, or interfere with the dedicated uses within the public rights-of-way. b) Landscaping shall be the product of functional design, aesthetic and public safety enhancements with a regard for maintenance. c) Landscapes shall utilize water conservation measures and techniques. Hard scape treatments shall be considered in combination with planting. Plants shall generally have low water requirements. Irrigation systems shall be designed for the efficient application of water to the plants. d) The facilitation of plant establishment, continued plant growth, vigor, health, and maintenance shall be part of the design process. e) Preservation of natural landscape resources, such as specimen or endangered plants, water features, land forms, etc., shall be encouraged. 24.13 Landscape Improvement Requirements a) Any landscape improvements, in conjunction with street improvements, industrial, commercial, or residential developments, involving grading, Hardscape construction (concrete walks, etc.), installation of walls, fences, lighting, planting, or irrigation systems, within the County of Riverside road rights-of-way, must be shown on plans and submitted for review by the Transportation Department. b) Plan submittal is not required for individual single-family residential landscaping, unless the proposed landscape work includes berm construction, excavations (other than for sprinkler lines or planting), hardscapes, walls fences, lighting, rockeries, signage, or other obstructions within the right-of-way. c) Encroachment permits are required for any work within the rights-of-way that requires a plan submittal. d) All landscape work is required to meet the standards set forth in this document. e) Landscape plans shall be prepared by a landscape architect registered in California. 24.14 Landscape Maintenance a) Prior to the Transportation Department approval of any landscape plans, responsibility for the continued maintenance of the landscaping must be established. Maintenance responsibility shall be established through annexation into Landscaping and Lighting Maintenance District No. 89 -1 - Consolidated (L&LMD 89-1-C) or acceptable public entity. For commercial and industrial projects, either enters into a Landscaping Maintenance Agreement approved by the Department of Transportation or annexation in L & LIVID No. 89-1-C. Maintenance shall pertain to all areas within a development as approved on the landscaping plans, and shall include all landscape .N elements in the rights-of-way, not just planting and irrigation with the exception of entry monuments. The application form for annexation into L & LIVID 89-1-C and the Agreement for commercial and industrial projects shall be obtained from the Transportation Department for execution and return. b) Landscape areas shall be designed with regard to the maintenance mechanism utilized. Areas maintained by separate entities shall be designed so maintenance responsibilities do not overlap. Installation of a 6 -inch -wide concrete header may be required to clearly indicate maintenance boundaries. c) Parkways that have sidewalks that meander through the right-of-way area, dedicated landscape parkway easements or common areas contiguous to public rights-of-way shall be maintained by one maintenance entity for the entire area. 24.15 Utility Location and Obstructions Below Ground Landscape designs shall consider all existing or proposed utilities, including but not limited to gas, sewer, water, storm drains, and electrical. The locations of all known utilities shall be shown on the landscape plans. Contractor shall be responsible for having the location of all utility lines and structures verified by Underground Services Alert, or other utility locating service, so that proper precautions may be taken to avoid disruption of or damage to such improvements. 24.16 Sight Distance The sight distance is the distance a driver approaching an intersection or leaving a driveway should be able to see down the street for oncoming traffic. The area between the sight line and the curb is a restricted use area. No trees, plants, walls, or other obstructions higher than 30 inches shall be placed in these restricted use areas (see Standard 1101). 24.17 Quality and Standards of Materials, Installation, and Guarantees a) All landscape materials and installation procedures shall meet the minimum requirements as set forth in the Standard Specifications for Public Works Construction, latest edition, and the standards and specifications contained in this document. Unacceptable materials or improper installation procedures shall be cause for rejection of work. b) Materials shall be selected from County of Riverside approved plant material lists. c) Plant material shall be guaranteed for 90 days from time of landscape acceptance by the County. Trees shall be guaranteed for one year from acceptance date. Irrigation systems shall be guaranteed against material defects or improper installation methods for one year from acceptance date. Guarantees shall be in the form of bonds or cash deposits combined with written agreements. 24.18 Plant Material Plants shall be typical of their species or variety, have normal habits of growth, be healthy, vigorous, well rooted, but not rootbound or have circling roots. a) Plants shall be free of disease, insects or pests, including their eggs or larvae. b) Plants with spines, thorns, or poisonous leaves, seeds, or berries, etc., are prohibited in areas adjacent to high pedestrian traffic. Plant selection shall be appropriate for the specific geographic location and climate zone in which they will be planted. (See Attachment A, Climate Map. Also see Riverside County Guide to Trees, Shrubs, and Ground covers, prepared by the County of Riverside Planning Department.) c) In order to comply with the county of Riverside objectives for attractive, low maintenance landscapes, the following characteristics shall be considered in plant selection: 1. Appropriate growth habit and mature size for the intended planting area to avoid excess maintenance, such as frequent pruning or shearing to control growth. 41 2. Drought tolerance, to minimize water usage. 3. Fire resistance in natural fire hazard areas and fuel modification zones. 4. Deep rooting properties. 5. Hydrozone based design, grouping plants with similar water needs and other horticultural requirements. d) Trees shall be selected from the County of Riverside Transportation Department approved tree list (see Attachment B.) Trees shall have straight, undamaged trunks, be well branched, well rooted without being rootbound, and have no circling roots. Any old tree wounds shall be well healed or callused over. Minimum tree size shall be 15 gallons. Trees shall be installed per County of Riverside tree staking detail (Standard 1102). 24.2 EROSION CONTROL AND LANDSCAPE GRADING PLANS 24.21 Erosion and Sediment Control Landscape designs shall comply with the County of Riverside Building and Safety Department's Grading Policy for Erosion Control Landscape Plans, Ordinance No. 457. 24.22 Landscape Grading a) Any grading in landscape areas shall be as shown on the grading plan. b) Parkway and common areas shall not drain onto private property. c) Medians shall be graded per County of Riverside Ordinance No. 461. d) Toe of slope shall not extend into any line of site restricted use area (see Standard 821). e) Hardscape grades shall be per County of Riverside codes and requirements. Desirable grades for landscape planting areas are indicated below. Landscape Minimum Slope Maximum Slope Comments Shrub and Groundcover 2% (50H:1 V) 50% If slope is 5:1 or steeper, the (2H:1V) toe of slope shall be 1 foot away from any hardscape or wall. Turf 2% (501-1:11V) 25% Toe of slope may extend to the (4h:1 V) hardscape. f) No grading shall be permitted within the drip line of existing trees indicated to remain (see Section 24.83). 24.3 PARKWAY LANDSCAPING 24.31 Trees a) Tree selection and design may be reviewed in relation to the species selected and the space in which it is to be planted. Factors to be considered are planting area size, proximity to utilities 42 (above or below ground), growth rate and mature tree size, tree spacing, rooting characteristics, horticultural requirements, and maintenance needs. b) Trees located within the parkway shall be a minimum of 4 feet from the sidewalk edge, 3 feet from the sidewalk edge with a root barrier or as indicated in Standard 1102. In parkways without sidewalks, trees shall be planted a minimum of 9 feet from the face of curb. These conditions may vary for specific plans or special conditions approved by the Director of Transportation. c) The following standards shall apply in tree selection and location. Trees shall be: Planted on private property, a minimum of 1 foot from the right-of-way line on local and collector streets. The exception shall be along the sides and backs of residential properties where a wall exists or is proposed. For all other street sections, trees shall be planted within the rights-of-way if setback requirements can be met. 2. A minimum of 10 feet from residential driveways and 15 feet from commercial driveways (see Standard 1101). 3. A minimum of 10 feet from corner cutbacks for local and collector streets, and 20 feet from corner cutbacks for secondary, major and arterial streets (see Standard 1101). 4. A minimum of 3 feet from fences or the face of walls, either existing or proposed, and a minimum of 2 feet away from any wall footings. 5. A minimum of 6 feet from any underground utility line or vault, or per the particular utility, which may have further restrictions. 6. A minimum of 20 feet from street lights and 10 feet from traffic or street signs. 24.32 Shrubs and Ground covers a) The minimum distance shrubs shall be planted from hardscape/sidewalk or turf edge shall be equal to half the mature shrub's diameter. The minimum distance shrubs shall be planted from curbs shall be equal to the mature shrubs diameter. Groundcover may be planted up to the sidewalk or curb, depending on groundcover and trimming needs and suitability. b) Within the road right-of-way, no shrubs or ground covers with a normal growth habit over 30 inches in height may be planted within or encroach into any sight distance restricted use areas (see Standard 821). 24.33 Lawn a) Lawn areas may be hydro seeded or sodded. b) Sod shall be free from fungus, disease and insects and be in healthy condition. Seed shall be certified, show percent purity, percent germination and shall be weed free. c) Lawn areas shall be a minimum of 30 inches wide. d) Trees planted in turf areas shall have a plastic guard installed around the tree base. Whenever possible, trees should be located in shrub areas. e) The turf area must be at least 6 feet wide for a tree to be planted in the turf area. No tree shall be planted closer than 3 feet to the turf edge. 24.34 Sidewalks a) Sidewalks shall be designed per Ordinance 461. b) Meandering sidewalks, that do no go to the curb, shall meander no closer than 3 feet to the face of the curb. 43 c) Intersections with other walkways shall be designed to be located within one maintenance entity area. At the line where the walkway crosses into another maintenance area, an expansion joint shall be installed in the walkway (see Standard 400). 24.35 Walls/Fences a) Walls or fences shall be designed to be located totally within the maintenance area that will maintain the wall or fence. No private individual residential walls or fences shall be located within the County right-of-way. b) Walls shall be screened with vines to discourage graffiti. Vines shall be self -clinging or secured to a support. Vines should eventually provide a minimum wall screen of 80 percent. 24.36 Trails Stabilizer GENERAL a) SCOPE OF WORK Decomposed granite or crushed 3/8" or 1/4" minus aggregate paving with Stabilizer binder additive. b) SYSTEM DESCRIPTION Decomposed granite or crushed 3/8" or 1/4" minus aggregate paving with Stabilizer binder additive and SportGride® fibers for strength. Fibers are an optional additive, best when extra load bearing strength is needed. c) SUBMITTALS Products; Five Ib. sample and sieve analysis for grading of decomposed granite or crushed 3/8" or 114" minus aggregate. d) TESTS Perform gradation of decomposed granite material or 3/8" or 1/4" minus crushed aggregate in accordance with ASTM C 136 — Method for Sieve Analysis for Fine and Course. e) MOCK-UPS Install 4 ft. wide x 10ft. long mock-up of decomposed granite or 3/8" or 1/4" minus crushed aggregate paving with Stabilizer additive at location as directed by owner's representative. f) ENVIROMENTAL CONDITIONS Do not install decomposed granite or crushed 3/8" or 1/4" minus aggregate paving during rainy conditions. g) QUALITY ASSURANCE Installer provide evidence to indicate successful experience in providing decomposed granite or crushed 3/8" or 1/4" minus aggregate paving containing Stabilizer binder additive. PRODUCTS a) DECOMPOSED GRANITE OR 3/8" OR 1/4" CRUSHED AGGREGATE SCREENINGS. Crushed stone sieve analysis percentage of weight passing square mesh sieve AASHTO T11-82 and T27-82 1/4" MINUS AGGREGATE GRADATION Sieve Designation Range of % Passing 3/8" 100 No. 4 95-100 No. 8 75-80 No. 16 55-65 No. 30 40-50 No. 50 25-35 No. 100 20-25 No. 200 5-15. Acceptable local supplier — list to be provided. b) STABILIZER BINDER Patented, non-toxic, organic binder that is a colorless and odorless concentrated powder that binds decomposed granite or crushed 3/8" or 1/4" minus aggregate together to produce a firm surface. Synthetic fiber reinforcement may be used (optional). EXECUTION a). BLENDING STABILIZER Blend 12-16 lbs. of Stabilizer per ton of decomposed granite or crushed 3/8" or 1/4" minus aggregate screenings. It is critical that Stabilizer be thoroughly and uniformly mixed throughout decomposed granite or crushed 1/4" or 3/8" minus aggregate screenings. b). BLENDING SPORTSGRIDS® FIBERS (OPTIONAL, only if recommended) Blend 3 to 5 pounds of Sportsgrids® fibers per ton of decomposed granite or crushed 3/8" or 1/4" minus aggregate screenings. c). PLACEMENT OF DECOMPOSED GRANITE SCREENINGS OR CRUSHED 3/8" OR 1/4" MINUS AGGREGATE SCREENINGS Upon thorough moisture penetration, compact aggregate screenings to 95% relative compaction by compaction equipment such as; double drum roller (2-4 ton) or single drum roller (1000 lbs.) vibratory plate tamp. Do not begin compaction for 6 hours after placement and up to 48 hours. Take care in compacting decomposed granite or crushed 3/8" or 1/4" minus aggregate screenings when adjacent planting and irrigation systems. d). REPAIRS AND PROTECTION Remove and replace decomposed granite or crushed 3/8" or 1/4" minus aggregate paving that is damaged, defective or does not meet requirements of this section. THE FOLLOWING CROSS SECTION MAY BE USED FOR THE INSTALLATION OF CRUSHED STONE SCREENINGS AND STABILIZER AS THE BONDING AGENT. THIS DETAIL MAY ALSO BE MODIFIED TO MEET SPCIFIC CONDITIONS. 45 SUPER ELEVATED PAVING SECTION FOR MULTIPURPOSE DG TRAILS DO NOT EXCEED'/2"/FT <_ 4% STABILIZED CRUSHED STONE SCREENINGS TOP COURSE 3/16" X 4" STEEL EDGING .. 311 � �0 C C a 1' BASE COUSE COMPACTED SUBGRADE USE YOUR STATES DOT EQUIVALENT FOR BASE COURSE NOTES: 1. Other types of edging may be substituted for steel i.e. aluminum, pressure treated lumber, brick or other masonry units. 2. On steep cross slopes, provide a drainage swale on the upside of the paving. 3. The thickness of the base course will vary according to use requirements and the compactability of the subgrade. 24.4 MEDIAN LANDSCAPING 24.41 Median Hardscape To reduce plant maintenance and conserve water, hardscape, rockeries, or other non -plant treatments shall be incorporated into the median design. As a general rule, a minimum of 30 percent and a maximum of 60 percent of the median's plantable area shall receive such treatment. Treatment shall be decorative in nature. Standard broom finish concrete or asphalt is not acceptable. 24.42 Trees a) Trees shall be planted a minimum of 5 feet from the face or curb. Median must be a minimum of 10 feet wide for tree planting. b) Trees shall be a minimum of 20 feet away from street lights and 10 feet away from traffic or street signs. c) Trees shall not be planted in median sight distance restricted use areas (see Standard 821) d) Trees planted in the median shall be from approved tree list (see Attachment B). Trees should be small diameter trunks and high canopies at full maturity. e) Tree planting, location and size shall comply with Caltrans requirements for highways classified per County Standards 91, 92, 93 and Expressway. 24.43 Shrubs and Ground covers a) Shrubs planted in a median shall be the low growing varieties. The shrubs normal growth habit shall not exceed 3 feet in height. Median shall be minimum of 6 feet wide for shrub planting. EN b) Shrubs planted in the sight distance restricted use areas shall not have a growth habit exceeding 30 inches in height (see Standard 821). c) Shrubs and hedges shall be designed and planted the same as for parkways. d) Ground covers shall be designed and planted the same as for parkways. 24.44 Lawn Lawns shall not be permitted in medians. 24.5 WATER CONSERVATION AND IRRIGATION 24.51 Water Conservation a) Landscapes installed in County rights-of-way and open space/common areas shall contain water conservation elements in both the planting and irrigation design. b) Mulch, a minimum of 1-1/2 inches deep, shall be used around the base of trees (except trees in turf areas), and shrubs in groundcover areas shall also receive a layer of mulch 1-1/2 inches deep. c) Plans shall conform to the requirements of the Riverside County Water Efficient Landscape Ordinance Requirements, Article 10 of Ordinance No. 348. Projected landscape water use shall be calculated using the water budget formula found in the Riverside County Guide to Trees, Shrubs, and Ground covers booklet, Addendum No. 1, of Ordinance No. 348. A monthly watering schedule indicating run time, frequency of irrigation and hours of watering shall be provided for the first and second years of plant establishment and growth. d) Irrigation plans shall also conform to any requirements established by the local water purveyor servicing the project area. 24.52 Irrigation System Design and Equipment a) Plants shall be grouped by hydro zones, according to their horticultural water needs. Each hydro zone shall be irrigated by a separate valve. b) Irrigation systems shall be designed according to maintenance areas. All irrigation system equipment (controllers, valves, piping, heads, etc.) Shall be installed within the maintenance area. In landscape areas that include the right-of-way and a contiguous dedicated landscape easement, the irrigation system need not be separated if the entire landscape area is being maintained by one entity. Areas maintained by different maintenance entities shall also have their own water and electrical points of connections. c) The use of reclaimed water shall be investigated as to its availability and applicability. Provisions to convert a potable system to a non -potable system may be required. Irrigation plans for reclaimed water must be approved by the local water district or applicable California Regional Water Quality Control Board. d) Potable water irrigation systems shall be equipped with a backflow prevention device approved by the California State Department of Health, the County Environmental health Department, and the applicable water purveyor. Backflow prevention devices shall be covered with a vandal -resistant steel or aluminum enclosure with locks. (See Standard 1103) e) Irrigation systems, other than private individual homeowner areas, installed within road rights-of- way shall include the following: a. A wye filter or basket strainer shall be installed before backflow prevention devices. b. An automatic controller with at least as many stations as valves indicated or the irrigation design. Controller shall be solid state and equipped with multiple programs, water budgeting, and repeat cycles. Controller shall be enclosed in a vandal -resistant steel or 47 aluminum enclosure. c. Gate valves shall be installed in pressure main lines at each valve along the system to allow shutting down portions of the system. Gate valves shall also be installed on the supply side of a main line that crosses a street. d. Remote control valves shall be installed below ground in valve boxes. Valves shall be wired to controller using UGF wire, minimum 12 gauges. Wire shall be a continuous run from controller to valve. Common wire splice shall occur at valve boxes or splice boxes. e. Quick coupling valves shall be located along pressure main line at maximum intervals of 200 feet. Valves shall be installed in a round valve box. f. Moisture -sensing equipment, such as tensionmeters and rain shutoff devices, are encouraged. These features shall be required in areas to be maintained by L&LMD 89-1-C or acceptable public entity. g. Antidrain devices shall be installed where low head drainage may occur. f) Direct water application around the plants' root zone, through bubblers, is encouraged generally and is required in medians. However, median width may determine usage of spray heads verses bubblers. g) All spray heads and rotor heads shall be of the "pop-up" type with a minimum 6 -inch pop up in turf areas and 12 inches in shrub areas. h) Turf areas shall be watered separately from shrub areas. Slope areas shall have the toe, middle and top areas of the slope on separate valves. i) Irrigation systems shall be designed to provide uniform coverage. j) Irrigation shall be designed to prevent water from being deposited on the street or sidewalks. Spray patterns shall be adjusted to prevent over spray. Runoff shall be minimized. k) Pressure calculations shall be provided for valve with highest gpm and the farthest valve from point of connection. Slope system will require a pressure calculation for system with the greatest elevation increase. 1) If a pump is required, calculations shall be submitted for review. m) In areas designated to become part of L & LMD No. 89-1-C, the County reserves the right to specify additional irrigation equipment that would reduce or minimize annual landscape operation costs; e.g., an in-line fertilization system. Such features would be dependent upon the nature and extent of the proposed landscaping. 24.53 Installation a) The landscape contractor shall coordinate the irrigation installation work, such as point of connections, sleeving, and utilities, with work of other trades. The irrigation installation shall be done in such a manner to avoid problems with the planting of trees and shrubs or other related work as called for on the plans. b) Irrigation pressure mainlines shall be a minimum of 18 inches below finish grade. Nonpressure lateral lines shall be buried a minimum of 12 inches below finish grade. Where any pipes pass under vehicle access ways, the minimum pipe depth shall be 36 inches below finish surface and shall be installed in PVC sleeving. c) Controllers and valves shall be located in an accessible parkway or open space areas locations. Controllers shall not be placed in the median. Valves may be installed in medians, if necessary. d) Wiring for valves shall follow the mainline. Wiring shall be a minimum of 18 inches below finish grade. Where wiring passes under vehicle access ways, or the wiring does not follow the mainline, then the wiring shall be installed in a separate PVC conduit, minimum 1 inch size. A pull box shall EN be located at each end of the conduit. e) Provide an 18 -inch -long expansion loop in wire run for each change in wiring direction and at valve boxes. f) Controller charts and reproducible as -built plans shall be provided to the County for all landscaping with the rights-of-way. g) Landscape architect of record shall certify that all landscaping and related irrigation was installed per plan and per these standards. 24.6 INSPECTION AND SUBMITTAL All work within the County rights-of-way shall be subject to inspection to verify that work has been done according to approved plans and per County specifications. The County Transportation Department shall be notified two working days prior to the work requiring inspection. 24.7 CONSTRUCTION CLEAN UP During the course of the work, the sidewalks and street shall be left in an orderly, neat and clean condition. Equipment, supplies and materials shall be stored in a safe way and in a location so as not to interfere with other work or impair site distance. Excess equipment, material, soil, etc., shall be removed from the site. 24.8 STREET TREE MAINTENANCE, REMOVAL, AND PRESERVATION 24.81 Tree Maintenance a) The Transportation Department provides street tree crews to perform limited tree trimming where trees located within County rights-of-way have branches that overhang roadways or walkways and present a hazard to the traveling pubic, in accordance with County Resolution No. 73-142. Trees shall be pruned to meet the following criteria: All branches overhanging roadways beyond curb face shall have 13'-6" minimum vertical clearance. b. All branches overhanging walkway shall be 8 -foot -minimum vertical clearance. b) Trees covered by a landscape maintenance agreement or district shall be maintained or removed as necessary per the agreement or by the maintenance district. c) Tree branches entangled in, or interfering with, overhead utility wires will be referred to the appropriate utility for maintenance requests. d) Fronting property owners shall be notified prior to the trimming or removal of any specimen trees in County right-of-way. 24.82 Tree Removal (On or Adjacent to County Road Rights -of -Way) The purpose of this standard is to establish a procedure to insure that proper review is provided prior to the determination and ordering of work to remove trees from County maintained rights-of-way or trees located on private property which pose a public safety hazard to public -dedicated activities within County rights-of-way. a) Conditions upon which trees may be considered for removal: a. Dead or diseased. b. Danger to traffic or private property. c. Conflict with construction work or major maintenance project d. Trees creating unsafe conditions such as a sight distance restriction. e. Tree or trees located near the edge of the traveled way and are regarded as a target location of an errant vehicle. f. Removal is requested by adjacent property owners and justifiable by above stated conditions. g. Tree entangled in, or interfering with, overhead utility wires. b) The recommendation for such removal is to be submitted to the Deputy Director of Transportation for approval prior to commencing any removal activities. This report should provide, but is not limited to, the follow information: a. Road book map showing locations b. Accident data (at least three years). c. Contacts with the property owners. c) The Deputy Director of Transportation is authorized to approve such tree removal. However, any location where tree removal may be a sensitive issue in the neighborhood should be brought to the attention of the Director of Transportation who will in turn advise the County Supervisor for that Supervisorial District. d) The owner of trees on private property adjacent to County rights-of-way and whose trees have been designated for removal per the above shall be notified by the County to have the trees removed. Trees may be removed by the County, at the property owners expense, if owner fails to comply with tree removal notice. 24.83 Tree Preservation Rapid population growth and vigorous development have resulted in the loss of a great number of trees throughout Riverside County. While new trees are being planted, the loss of specimen trees is an alarming situation. Therefore, a standard for tree preservation has been established to protect these precious resources as outlined below and also in the County Oak Tree Management Guidelines and Ordinance No. 559 pertaining to native trees above 5,000 feet in elevation. All tentative subdivision and parcel maps shall identify all trees located within proposed or existing road rights-of-way having a truck diameter of 8 inches or more for trees 25 feet in height or greater. Trees shall be noted as to location, diameter, drip line extent, species name and common name. Trees of similar species and size which are part of a group or orchard need not be identified individually. Upon review by the Transportation Department staff, all trees identified as "specimen trees" shall be retained. Specimen trees are identified as being any tree which may possess historical value. Specimen trees shall be healthy and typical of species. Olea Europaea (Olive) and all Palm species shall be retained whenever possible. When retention is not feasible, trees of these species shall be relocated. 24.84 Parkways Homeowners are required to maintain landscaping and irrigation in parkway areas along frontage of their lot and side (if a corner lot), except street trees. 50 24.9 Attachments a) Attachment A - Riverside County Climate Map ...................................................... 52 b) Attachment B — Street Tree List............................................................................. 53 c) Attachment C - Board Policy H-25, Water Efficient Landscape Policy ................. 55 51 T2S Tas: T4 S T5S T6S ns Lo RIVERSIDE COUNTY Climate Zones �w tnW =Cc Second Coldest Climate ® Low or Subtropical Soil Freezes in Winter Desert Area LLJ � U.1 0- 2 Cc 49 Lo FE WW 0 C c1f cc Cc T2S T3S T4 S T5S T6S T7s N wN' ; Cities xr"r' -� C� LNTY 4F �r 'ERS'1 Map Not To Scale August 7, 2001 Attachment A Mildest of High - Elevation and Interior Climates <y� v` Above and Below Thermal Belts in Southern California's Interior Valleys Medium to High Desert of On Thermal Beit Around Southern California and Southern Nevada California's Interior Valleys 49 Lo FE WW 0 C c1f cc Cc T2S T3S T4 S T5S T6S T7s N wN' ; Cities xr"r' -� C� LNTY 4F �r 'ERS'1 Map Not To Scale August 7, 2001 Attachment A Street Trees Attachment B The following is the approved tree list for the County of Riverside Transportation Department. Trees used in any County Rights of Way will come from this list. Alternative trees will be reviewed for acceptability on a case by case basis. Trees are listed by name, climate zone, and use restrictions. Planting Restriction Codes M Median planting not permitted RB Root barrier required if planted closer than 6 -feet from any hardscape, edge of walk, curb, or wall footing. ➢ Trees also listed in Riverside County Guide to Trees, Shrubs, & Ground Covers 50 BOTANICAL NAME COMMON NAME PLANTING RESTRICTIONS ZONE 1 2 3 4 5 6 Acer saccharinum Silver Maple RB • • • • Acer saccharum Sugar Maple • 0• • Albizia julibrissin Silk Tree • • • • • • Alnus rhombifolia White Alder M, RB • • • • Bauhinia purpurea Orchid Tree • • • Brachychiton acerifolius Flame Tree • • ➢ Brachychiton populneus Bottle Tree • • • ➢ Calocedrus decurrens Incense Cedar RB • • • • ➢ Casuarina cunninghamiana Australian River Oak • • • Casuarina stricta She Oak • • Cedrus atlantica Atlas Cedar RB 0 9• • Cedrus deodara Deodar Cedar RB . • • • • ➢ Chilopsis linearis Desert Willow • • • Cinnamomum camphora Camphor Tree RB • Cotinus coggygria Smoke Tree . • • Cupaniopsis anacardiodes Carrotwood Cypressocyparis leylandii Leylandi Cypress 0 • Erythea edulus (Brahea edulis) Guadalupe Palm • • • ➢ Eucalyptus citriodora Lemon Scented Gum ➢ Eucalyptus leucoxylon White Ironbark ➢ Eucalyptus nicholii Peppermint • • • • ➢ Eucalyptus polyanthemos Silver Dollar Gum • • • • ➢ Eucalyptus rudis Desert Gum RB • • • • Eucalyptus sideroxylon Red Ironbark • • • • Eucalyptus viminalis Manna Gum RB • • • • ➢ Ficus retusa nitida Indian Laurel M, RB • • Fraxinus modesto Modesto Ash RB • • • • • ➢ Fraxinus velutina Arizona Ash 10 • • • 50 51 Geijera parvifolia Australian Willow Hymenosporum flavum Sweetshade ➢ Ilex altaclarensis wilsonii Wilson Holly Jacaranda acutifolia Jacaranda Koelreuteria bivinnata Flame Tree ➢ Koelreuteria paniculata Goldenrain Tree Lagerstroemia pindica Crape Myrtle Ligustrurn lucidurn Glossy Privet ➢ Liquidambar styraciflua Liquidambar RB Liriodendron tulipifera Tulip Tree RB ➢ Magnolia grandiflora Southern Magnolia RB Olea europae Olive ➢ Pinus canariensis Canary Island Pine Pinus coulteri Coulter Pine ➢ Pinus eldarica Mondell Pine RB Pinus halepensis Aleppo Pine RB Pinus lambertiana Sugar Pine Pinus pinea Italian Stone Pine Pinus ponderosa Ponderosa Pines RB Pinus Sylvestris Scotch Pine RB ➢ Pistacia chienis Chinese Pistache ➢ Platanus acerifolia London Plan Tree M, RB Podocarpus gracilior Fern Pine ➢ Pyrus calleryana Bradford Pear ➢ Pyrus kawakami Evergreen Pear ➢ Quercus agerifolia Live Oak RB ➢ Quercus ilex Holly Oak RB Quercus Kelloggi Black Oak ➢ Quercus suber Cork Oak RB Quereus cocinea Red Oak Rhus lancea African Sumac Schinus molle California Pepper RB Sequoia sempervirens Coast Redwood RB Tilia cordata Little Leaf Linden Tipuana tipu Tipu Tree RB Ulmus parvifolia Chinese Elm RB Washingtonia filifera California Fan Palm (short) Washingtonia robusta Mexican Fan Palm (tall) 51 Attachment C 4UE4,'--[TTI-,,L!.-0 THE S0A,RD F- SLii=I RVISCRIS C -0C :NT OF R€VERSBDE, STATE 01` CALiFCRNItA FROM: Department of Facilities Management SUBMITTAL DATE: July 20, 2005 SUBJECT: Introduction and Adoption of Board Policy H-25, Water Efficient Landscape Policy for County Facilities RECOMMENDED MOTION: That the Board of Supervisors approve the attached proposed Board Policy H-25, Water Efficient Landscape Policy for County Facilities. BACKGROUND: On March 1, 2005, via Minute Order 3.44, the Board of Supervisors approved a Resolution 2005-083, which proclaimed the County of Riverside a "Water Wise County". Within the resolution, the county committed to the development and implementation of water use efficiency guidelines. With assistance from Supervisor Ashley's office, attached is Board Policy H-25, Water Efficient Landscape Policy for County Facilities, which requires that all county facilities should be as water efficient as possible. Any new or retrofitted county facilities shall follow this policy. C MICH L JAs,VESTER, DIRECTOR Dep rr}A o Facilities Management MJS:LB Current F.Y. Total Cost: $ -0- In Current Year Budget: NIA FINANCIAL Current F.Y. Net County Cost: $ -0- Budget Adjustment: NIA DATA Annual Net County Cost: $ -0- For Fiscal Year: 05-06 SOURCE OF FUNDS: TPositions To Be Deleted Per A-30 i Reauires 415 Vote! I-1 C.E.O. RECOMMENDATION: APPRIOVE 0 0 l� X11 CL cu County Executive Office Signature m m MMTES OF THE BOARD OF SUPERVISORS o a 0 0 ❑ On motion of Supervisor Stone, seconded by Supervisor Tavaglione and duly carried, IT WAS ORDERED that the above matter is approved as recommended. Ayes: Tavaglione, Stone and Wilson Nays: None %Taney Romero Absent: Buster and Ashley Cle e Board Date: August 9, 2005 xc: Facil. MgTnt., All Depts., COB(2) Deputy 'o O U U Q7 � X LIQ Q Prev. Agn. Ref.: 3.44 311104 District: All Agenda Number: 52 Subject: Water e=fficient Landscape Policy for County Facilities PolIcy Number Pace H-25 1 of I Policy: The purpose of this Use Policy is to provide guidelines for the encouragement of water efficient landscaping for County -owned facilities. This landscape policy promotes water efficient California landscapes that are harmonious with the diverse environment within the County of Riverside. This policy is established to preserve water, which is a valuable natural resource within the county. Design Guidelines The following landscaping guidelines are encouraged for all new or retrofitted county-Ov"ned facilities: Use i "California'Friendly' gs emit t i o th Us.. of drought tolerant, t�a.l:.,rnia �rienuiy" planting., able to the microcl,mat.. of e area. L. Use of native Trees and plants whenever possible. 3_ Appropr,ate, landscaping for fire safety in fire prone areas. 4. Use of separate irrigation valves for hydrozones. 5. Use of separate meters for irrigation systems. 6. Installation of automatic controllers, weather -based controllers and rain switches. Use irrigation systems designed to avoid runoff and overspray e.g., drip systems where feasible. 8. Avoid turf grass in medians. 9. Monthly and annual irrigation schedules specifying estimated water use. 10. Develop routine landscape maintenance and implement efficient water managementlirrigation practices. 11. Conduct irrigation audits every five years. 12. Encourage the use of recycled water whenever possible. 53 ry - I O >_: U_ m C3 U E. ❑ U 0 SUBMITTAL TO THE BOARD OF SUPERVISORS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA FROM: TLMA - Transportation Department SUBJECT: Adoption of Ordinance No. 461.10 a SUBMITTAL DA Octobertl RECOMMENDED MOTION: That the Board of Supervisors ADOPT Ordinance No. 461.10. BACKGROUND: The Transportation Department has completed a comprehensive review and update of our Road Improvement Standards and Specifications (Ordinance 461.10). Our update process included soliciting input from other County Departments involved in the development process, the Building Industry Association, and private engineers engaged in development work. Our standards were last comprehensively updated in 1998. The road standards have been updated to conform to the Circulation Element of the General Plan. Some of the significant changes to our road standards include: • They reflect changes adopted in the General flan to consistently provide wider landscape parkways on major roads, which enhance aesthetics and livability and provide an area for water quality treatment in bio-swales. Interior streets in subdivisions have been reduced in width to promote pedestrian activity and off -set the additional right-of- way requirement for major roads. • The thickness of the asphalt road sections have been increased to account for greater and heavier truck traffic. • Driveways and sidewalk standards have been updated to reflect the latest requirements of the Americans with Disabilities Act (ADA) for accessibility for the disabled, including separating the sidewalk from the street (via a landscape parkway) to provide a Geoff A. Johns Director of Trans ortation Continued On Attached Page MINUTES OF THE BOARD OF SUPERVISORS On motion of Supervisor Stone, seconded by Supervisor Tavaglione and duly carried by unanimous vote, IT WAS ORDERED that the above ordinance is approved as introduced with waiver of the reading. Ayes: Buster, Tavaglione, Stone, Wilson and Ashley Nays: None Nancy Romero Absent: None Cler Board Date: November 6, 200' B xc: Trans ., COBU) ❑ uty Prev. Agn. Ref. 06102198, Item 3,31 1 District: All I Agenda Number: -orm 11 p (Rev 0712007) 3.20 The Honorable Board of Supervisors RE: Adoption of Ordinance No. 461.10 October 16, 2007 Page 2 of 3 continuous path of travel to ADA standards and also a parkway area that can be used for landscaping to better separate vehicle and pedestrian traffic. • The drainage standards have been increased to require at least one "dry lane" in each direction of travel during a 100 — year storm event on General Plan Roads, providing for safer travel for motorists and emergency response providers during a major storm event. • A standard has been added to allow multi-purpose community trails in designated areas within the road right-of-way. This provides for complimentary design of the trail, sidewalk, and landscaping areas, and allows the use of Landscape Maintenance Districts to provide funding for on-going trail maintenance. Regional Trails are still required to be in their own easement separate from the road right-of-way. • Street lights have been moved from behind the sidewalk to behind the curb to provide better illumination of the street and less ambient glare on adjacent properties. It should be noted that the County has adopted specific design guidelines for certain areas (such as Vista Santa Rosa and Lakeview/Nuevo.) In those areas we will utilize variations of these standards to achieve the desired goals of the design guidelines. These standards have been reviewed and endorsed by the Planning Commission. MINUTES OF THE BOARD OF SUPERVISORS OF Rr COUNTY OF RIVERSIDE, STATE OF CALIFORNIA o 3.50 On motion of Supervisor Ashley, seconded by Supervisor Stone and duly carried, IT WAS ORDERED the reading being waived, that an ordinance bearing the following title is adopted: ORDINANCE NO. 461.10 AN ORDINANCE OF THE COUNTY OF RIVERSIDE AMENDING ORDINANCE NO. 461 RELATING TO ROAD IMPROVEMENT STANDARDS Roll Call: Ayes: Buster, Stone, Wilson and Ashley Nays: None Absent: Tavaglione I hereby certify that the foregoing is a full true, and correct copy of an order made and entered on November 20, 2607 of Supervisors Minutes. WITNESS my hand and the seal of the Board of Supervisors Dated: November 20, 2007 Nancy Romero, Clerk of the Board of Supervisors, in and (seal) for the Qo l',sa`2iverside, State of California, BV" Deputy �. AG NDA 3.50 xc: TLMA/Transp., Planning, LMC, COB(2) 1 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 11 Board of Supervisors ORDINANCE NO. 461.10 County of Riverside AN ORDINANCE OF THE COUNTY OF RIVERSIDE AMENDING ORDINANCE NO. 461 RELATING TO ROAD IMPROVEMENT STANDARDS The Board of Supervisors of the County of Riverside Ordains as Follows: Section 1. Section 1 of the Ordinance No, 461 is amended to read as follows: "Section 1. For the purpose of establishing proper standards, specifications, and directions for design and construction of any road, or other land division improvements, required to be constructed in the unincorporated territory of Riverside County, the document entitled `County Road Improvement Standards and Specifications, Ordinance No. 461, as Amended by Ordinance No. 461.10' is hereby adopted and made a part of this ordinance by reference, three copies of which are on file in the Office of the Clerk of this Board for use and examination by the public." Section 2. This ordinance shall take effect 30 days after the date of its adoption. Page .1 of 2 11.20.07 3.50 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 BOARD OF SUPERVISO OF RIVE DE A OF By Chairman, oard of John F. Tavaglione I ATTEST: Nancy Romero Clerk e Bo'rd B --, eputy THE COUNTY il- N!A STATE OF CALIFORNIA COUNTY OF RIVERSIDE I HEREBY CERTIFY that at a regular meeting of the Board of Supervisors of said County held on . November._ 20, 2007 , the foregoing ordinance consisting of 2 sections was adopted by the following vote: AYES: Buster, Stone, Wilson and Ashley NOES: None ABSENT: Tavaglione DATE; November 20, 2007 NANCY ROMERO Ctlozk ofjhe-poard r B - o �Dputy- Page 2 of� ,, 11.20.07 3.50