Loading...
87014E 8, 500 � 9, coo ,E 9, 500 1 o o N' Z ° h � Z I t7 s NOTE: FINISHF-P GRADE OVER � Q go Q '� � � � of sToRM DRAIN N3 4`� PVC pipe shall be installed incompliance with ASTM D2321. Bedding material �OPOf.- Lai) �� v \ shall provide adequate and uniform support under the pipe. To maintain constant grade differential, settlement should be avoided by use of class I r- material or uniform compaction. Haunching material (bed to springline) should— °'= be carefully worked under the haunches of the pipe and compacted from the pipe to the trench wall or 2 1/2 pipe diameters on each side of the pipe to ensure support. Initial backfill material shall be placed to a minimum of 6" over I I the pipe. Care should be taken so that large particles which could damage the y'd � j6Gj� t 165 '� �= I I I pipe will not be contained in haunching or initial backfill. Vertical H G L If 5_O,�ID go ��� +� deflection of pipe shall be limited to 7 1/2% of initial inside diameter by means of side support. This shall be attained by 80-85% compaction in the !-= 010 oo T •� haunch area. w D ? AKE No_ E Lo 486. 00 '7 W _� f4 0 + � 1 �r o 0 Z � ,/ � N � // �NST• �, � •� _ � GGW.Sar` 10.4 -.3Q 5,0/f? -3S I CC�/5T. � 1, f, C, e 5�C%iF 3S $4• L • F t $O /� G?iPffPf�iVE1� U/I/iQLi41T �" � tea+ !�' Ae1 r, �BC� TTUM 476.00 E�CI : T �� P. V G • __ � � � _ �QAFa RGY�r'� �f�C/i v�G ErvT ^�4" RG p 1 47-33.8CG5 V=/p6FPS CF,5 V_/3,1FP5 Q- 33,8 c V- 0,5 V `� D - /2so �4138) ,\,\ LINE A� J. . . ... . ............. ....................... (49 -7) \ PAD 4 9l0• 6 4949 97 O h (�! Q (i SEE C ATc H BA I x 14, dE?AIL NE�CEO 9 b Ln vERT it - 41 n c o th - -� (A x (V / 1 /6,5 �c. - 9 � oo ePy EX/5T. sPf�NDRE �3 0 Mxl 0 00 1 4 405 c,� '�T�. 496 7 �1,�,�• 6� t• . q . JOING N g6 1. JU 04 6 C_ FQkigol;�''9? 9 ' Ih°�CONST, S?REEf IMPROVEM>:NTC N o� 56' s7E t!4 l y F5' o SH I•. 1 ,L 483.22 M o c1• y 9 •,c•k ,,c F` �1G•G , p S", 0 70 h'ER ?'fR sKT N o.s48 / k �1' �6 F L _ iN .4� 4 q�5. ag 6,,c.F c �. Ae G5 s gR� o4r 44'�' s-- �°'� °o 0 0 � 0 0 D 0 U CURB DEPRESsiONS ♦ -i, 0 4-r �' p��-eG V 0' �` "� i '� FOR FL 1*ZIRE CARTp PATHS. �- hx `'' M 3 N 6, 3 IV =/0" X = 2 / ,•R s � �J J c�,ls � 5� p`✓CCDR-3� ,� '' �. � i� � �- 6� � ��s�� �,�•n 9syTA (j OR�.PRovED Q� 0�rJ' 14[_ epj E'c. v� EQIJIVALEi\IT —� q ��,�, L b v 3Cn q�,� �F�o ry PAD 49 6 , 6 >T RM DRAIN CUIQVE pA?A � '�2G !%c (y � � � �? 5• �. R 0 30, 12 \' �`'_- _ 495 TC 1 B.V.C. C.B. Az L - ' �, \ PO _ �„ e,4 4 r X�� 6"` �= 4.0 1+59.32 � c.B_ -I- 7 xa ' ` 3 ab - �� " �+ 1$" - C SORL/C r/ON) 495.48 56 57 W 127 _ I - ! f Cl 96 E.C. (END c/s N T 112_ 78 04 8 cow ec 01 +'�' Z4"P✓.c. - - 2 22. 50' /� m L 30.6r' �J. i�� � �cj: y�'P \ � U ., ��jr c�E� �gTGF� i3A51N � G 1 7 32 T f8 ,�Q'% ,� ��� \ _---.-- -_� ., / nETA I L I I EI�CLoN 4 h � ,.".w,---- ------ (�•°� 5 i � -------.-- ,_..,., ,,` / ��� 35 E.V.C. 2t07 o, `' V e DATA ,�l IX ``\\ -_ (494) ' �0' �• EE OE®LLAR (Q HEREON j6,5' 16•� T f 7 j r -_____ Ln 1 2� R y- !(/ a �\ �--_� — ~\� / q 1 n m O P D 4 �" R L = D g r3 \ \ _ T 4 ,8 Az\� z =R yaw s ,.,•_` _` `-..,4� � -o > I z 4 , 1501 CTo BASK• / o (V LL. T - 2 1 , 26I 6 .-- o ---___, R oo' 40 L = f 6.51' SCALE : 1 �� _ ' `� m OAK E NO, G o� T = 8, 26' lt' N 0 6) DTTOM = 4-j �O, O CD 00 to in 00 -C 2000 COOCrete CCA CR5?5 COLLAR D 7,AIZ. NOT To SC.4 LE �V• Iry ,SG. �N E CS Q 40 (n v r V 0 G LA U1 V m �0 I� tt► l 1 +46.50 1+50.77 1+59.32�CB.LL=1l 1+61.4ti �i 1 +65.73 U LUG LU Y all C/4fiCH BASIN ETAIL.5 SCAT-F.. ; 14,75• 6� �G 6 1 +53.68 d 1+57.44 1+59.32 t C.B• L=4' — 1+ 64.96 1+79.32 E.V.C. L ^J<FE NO. 6 48C.00 v W.G. BOTTOM q'•7b , 00 s _ �oNSTR�CTioN NoT�s T 3" A.G PAV E M EN'f & 41' C LA55 21 AGGR>=GATE f3A5E %(PE "A' CURB A GUT'TE - PER RIVERSIDa Gd. STD 200 V PRY WELL PER DETAIL HEREor4 v CA-rCH RASIN PER DETAIL RERMON C LENGTH O 40N6. CRDSS GUTTEIR PFR RIVERSIDE Co, STD, 20g & -�10 OUTLET HEADWALL PER DETAIL HEREON F I N ISw FP GRADE OVER OF s1oRM1IH 51 g -29 / I H.G.--- '� Q 1�7 .� .ire J•Jop o� Ln 0 lm c cn m N Z O v co UCM+ m co cjmg. a5 2;y ".oe/,c, sew- eoNsT, X 1:3T. #24" P. V. e • 3s© <i,� av� o � 4c./I .e���-�_v 31slLR P Q _25•7 cFe, V= i3=7 FPS Q=25,7 CF5 V'_14,4 FQ5 4=5 3 C•'FS. CONST, 9 L.F - 04" P. V. V = 3s0 r-5 11 D -1750 Z I N G E RE,V/EINEO MY: LANDMARK LAND COMPANY FROFIL.G scALa HC F, I z , 1 - 40, vF-IeT, 1 = 41 9 DATE N E'. CURT/5 SOILS ENGI/VEERS : CITY OF LA Q!J/IVTA BUENA ENGINEERS , INC. APPRO VED BY: / 73 /- A WA LTE•R STREET VENTURA) CAL/F01?N/A -43003 (BOB) 642- 6727 ! -_ "�. 912 V14 t5 ? FRAMK EYNOG �ll. � DS R.C.E:3274Q 0ATO GZ5z OA E C/TY' ENG/N&4/-< ,Qww ��sk�i7 CITY of LA OIJlN7-_ Plan Set No. v �3 Q W ` W = LC W U W W 1 I�t � i (3 W g E o Z cNo 0 _© �'. r p 1c Q � � IN cc cc Q N W ©V cn Q uj I Z Q CC Q V N� = m c?�zg = W 0• Q W � Q v W t �- W z� �e N W Q h Q 0 N 0 _. a Q N J ? W y -J or Q. kW U v co tn w O 0 is z 0- � Q a 0: O a o LU LLJ o N R 00 L 7 j L W 0