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RG2015-0001CONSTRUCTION NOTES QUANTITY CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUNITA STD. 201 251 LF O2 CONSTRUCT 6" MEDIAN CURB PER CITY OF LA QUNITA STD. 210 619 LF ( REMOVE EXISTING CURB 539 LF ® EXISTING CONCRETE V GUTTER TO REMAIN 104 LF O5 REMOVE EXISTING CONCRETE GUTTER 16 LF I © INSTALL V24 24" X 24" CATCH BASIN PER DETAIL ON C-4 1 EA I �7 CONSTRUCT MEANDERING SIDEWALK PER CITY OF LA QUNITA STD. 245 629 SF ® INSTALL KRISTAR 4' WIDE CONCRETE VAULT PER DETAIL ON C-4 1 EA 09 INSTALL 6" CAST IRON DRAINAGE PIPE 182 LF I 10 INSTALL BARNES 4SE3724L SUMP PUMP PER DETAIL HEREON. 3 EA I 11 REMOVE EXISTING TREE 1 EA I INSTALL 1.5' WIDE PARKWAY DRAIN PER SPPWC STD 151-2 1 EA I 13 CONSTRUCT NEW CONCRETE V GUTTER PER DETAIL HEREON. 212 LF I I CL/PL AS BUILT GRADING PLAN 1 2 �l FL 1 2%° % 2% I 3% -- �- � Zoo PROPOSED BUILDING PL 2)' APPROVED BY: CITY OF LA QUINTA TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 45843 EXP DATE 12-31-16 *CONTRACTOR TO VERIFY HORIZONTAL CONTROLS WITH DESIGN ENGINEER O Q�OFESS/ON�I O QROFESS/�Nq C. S. �2 ��,�� PGK C. S. F �Go 's `�� G� �00 ui No.2153 m � 40870 m Exp. 3-31-21 Exp. 3-31-21 � 60,73 * G, * • • 0 10 20 ( IN FEET ) 1 inch = 10 ft. 14 INSTALL U23CB WITH U21-HT TRAFFIC GRATE PER DETAIL ON C-4 I 1 EA F Pv - " " 60 78 SECTION THRU A -A s� �TE�""�G �•P s� CI - --_==- - - 60.05 15 APPROXIMATE LOCATION OF FIRE HYDRANT _A� 2'-011 N.T.S. �TF OF CAL\FO� qTF OF CAL - 16 *INSTALL DETECTABLE WARNING SURFACE PER CITY STANDARD 250 153 SF 1.2" 0_'97 ----"""---- 60197 ~1 S I 1� ROOF DRAIN LOCATIONS 4 EA 60134 S 18 INSTALL 4" CAST IRON ROOF DRAIN PIPE WITH 2% MIN. SLOPE 2431.F-a. ' oa•ae • 8 I 61 1 60. .a ,<.. a e ee e a _ 1 R� O19 4" ASPHALT CONCRETE OVER 6" CLASS II CAB 13.856 SF REINFORCE ° ---`~ - ^ I 6" MIN. CONIC. _ ___ - 60.5 �E - r 0 - r 560-C-3250 #6X#6, 10"/10" ___-- � 3 0 ' UT L 0 CONSTRUCT CROSS -GUTTER PER CITY STANDARD 230 40 LF W.W.W. _ - 60174 PH�� _ - �60125 i v_G I I -- - - _ I _____ ____ _ --" 13 0 _ - � 60.18 0 PARKING LOT LIGHT PER SEPARATE PERMIT 8 TOTAL CONCRETE "V" GUTTER 601811E �-- ENT 1591 4 - *STAMPED CONCRETE 460 SF""" 1� LS 57� - - --6�141TTCP8 -2�1144 ��t--2 -- U' A 3 *SIGNING AND STRIPING PER DETAIL ON SHEET 4 NA O&541 _ ___ _ _ I � 3 FL. 59.96 - 2 _ -- 59 60,89 g°39 52_ 60.49 N TC: 60.59 - ® INSTALL CONCRETE STEPOUT I 2 EA -___ ______ - O,� 7_ - FL. 59.9 1 -__ 61,14 5919 59190 * * AARCHITECTURAL L 0 N A I -I F N Y. ____--------- - - -- 1 15 6 �� l-J - EM ENT N - - - - -- -- - - - C E C = 6 1 --- "ALL CA UTS AND DETAILS ON C i4 ARE OR CITY ,REFERENCE ONLY. - 61,00B �A� TC. 60.80 ------ " I REFER TO APPROVED ARCHITECTURAL PLANS DURING CONSTRUCTION 0r BUILDING.** __StS-of � _ - PHAuT�45 ---- MET S _ - AS FL. 60.22 _ �- _ - ° _ I SD LET. 59.68 ►/k� W W W y W y ___- ,�62100 A PANE _ _ - -_-- 1 OI 7W W W W W WC W�QI i I - __ ---- = ---= ---= --- 61.38 SP O �-� S _ �/` TC : 61. 5 0 - -- y/\ J�_ 6 i I i'^ S - f/hO,63 FL. 60.30V --------- W® 59168 �Q o 0 0 co n� m Q U W X in o 0 10 a L0 o I- I w I\ IOC m C0 I� Q _j d- COLn � � w RELEASED 6 2 14 6 - S _ _ b 0 191 TG : 61.2 9 _ _ - - ___ --- �"" 0 7 y __--- �� y y - - TC: 61. 47 2 T�) 61.13 1 _ - __ _ _____-- I S _- __- ------ - + 5 C = 6 0 I 1 I _ I lJ 41) S _ _ FL: 60.78 L. 60.60 ® _ _ W (EC=60 10) _ 61.24 _ _ ____/' ti TWO SUMP PUMPS ; S _ _ - N ' 0 - ----- r 1102 _ 18� 1 ,l W IN ONE PIT, BARNES I i61 S /_�� P ME �C. 61.32;% ____ �� �ti 1 TC, �C •68 " III 08 -� REVISIONS CONTROL BOX 4SE3724L; THREE 62.00 SI - �-� --_ �� - :-- -9 00 L� 2 I "I PHASE 3.7HP OR I - 61156 ASPHA N FS 60. __ ____ -----_ OFL: 60.08 I W INCLUDES CIRCUIT BREAKER FOR I - TC E C: 61 .6 3 _ - - -- 6 1 8 - O) 1 I ' EQUIVALENT i = L 1 EACH PUMP; MAGNETIC STARTER i 117 4 FL: 61.00 _ - - - / = (� FG: 61.0 I W W I ; P L WITH 3 LEG PROTECTION FOR EACH I FD. SPIKE 8c� TC. 61.65_ -" I,� Iy ; ; _ CHANGE STRIPING PUMP; HAND -OFF -AUTO SWITCHES PUMPED DISCHARGE WASHER LS 5749 TC: 61.39 1 t:-6 . _ 601 I �° ; TC. 61.10 BUILDING 60.87 III I AND RUN LIGHTS FOR EACH PUMP; 3-6" PIPE i I ____----"` 39' psi FS: 60.70 2 II I 3 NIE L. 60.89 - 5 AND BELL ALARM AT I T PpvE ( _ ,� a RIDGE _ - - - ! I Q Q FF: 61.70 FLi: 60.24 I 6 60119 SEPARATE ENCLOSURE SPHA� TC: 61.28 TC �(�. C.3 - - - - - - - -' ; 11 k PAD: 61.20 ! I , I I A 1 T= LINE FG: 59.86 i I A! CHECK VALVE I FL: 60.78 6 T = -'� 50 .0 2% ANGLE FRAM i / a `� TOP: 59.04 ! I W III 8c BACKFLOW T - --- 4 01 _ WEATHER-PROOF i / � TC: 61 STEEL GRATE„ WEATHER-PROOF VALVE I I FS: 61.70 7O " BY ALHAMBRA -Box BY ELECT. i 3 TC: 61.17 i 1 a a 2 W FL: 60.60 ° 1 FS: 6 I �� 4 ROOF DRAIN PIPE �� (0 CO I FL:6 C , \ I II 59.0o TG ; �'�� W ° 1 4Ti�`Sr a BCO v W 1 INV: 58.71 �0 1 W a I+ 1 38 ,� ° FS: 60.70 SECTION RU B B + - - ! 9 / � ��•' /50 � 1 4.0000- � 11 ! _ 2 TC. 60.9� HIGH 0 ' I /' I W ° Wfw W y W - C EC: 61.20 g I '� 1 a 1°-10' -f- 4) 6C�>421 ' I WATER :.,::.,.. •'::128 /� I 3 :�61 7W - '........ �� ' ALARM i / 3W W W S: 60.70 ° 11 ::;t'::':::::: '-ax3�-0"wIND W _ 4 z TC BC: 61.03 °611 2 ,� FL: 60.34 Or, O FS: 61. 7 "� I I PUMP i FL: 60.56 601 `W y y a + W F _ 60 4 2.3% I ON 2 � I �. �. �. �. .� �. OOff�• .'..�- j � L 0 15 5+ W 9 WL 3 Q 1 1. 3 /O :: MPI BETE+ W I I PUMP 4 4 ' �1,88 -� ° W W + 4 N � ' I I 1. 0 W -�W W W W o 1 ON 1 61.40 3< TC:61.03 W W W W O o I FS:61.76 I " Wo 1 a �1 3X, I W II 3 FL: 6o .55 I W y c� 1 Z 1. y r ''a I I 2/ O I I o I �� III _ �$ - FS: 61.21 +�� +�° +� I Y W W 1 W W ��C : 61.9 8 + e I O b a FL: 60.14 I 11 ! 1 1 FS: 61.2( (o "- II A• 61.43 ° �j3 � FSl 60.64 F 1. 4 60I98 5,11 :".I.':.:'•:::..r:....... :. `1' .v �`Y W 4W W W W -W W(J\Y W W -Y W W -W W W� W -W- Y W -W W VVV- W W W -W Y W-W Y -W W `Y `Y�4 `Y�� '.Y II `Y O III III FS 60.67 �oI 1�3.50 I61.31 I 30' 1 S917 K01 12" x 12" OPENING mi° 0.65 +FILLED W/ PEA GRAVEL 3'X 3'SQUARE 1119 601 -___ - -- 1237, 2 S L QP E a_--------- -------- ___--- ---- ��______________ J -_ _--_ _ 3 I I ',, 6 0 1 7 7 6 0.61 I TC (6 0.146) I I r W W � p�°W W y u a b�� / N° FS : 61.33 2 . �- 8. ---- -- --- - 4 =-_ _� � --moo F_ III DUPLEX SUBMERSIBLE SUMP PUMP RAINWATER �, I I II W W W W W a (�k -- w 10 t\.)FL 59. 7 I I1�� 1 / FS:60.45 O k O � ' zlo II NOT TO SCALE ,/ ,� I II M(7ft Wt WWWWWWWWW ` + FL:60.3 O B FL:60.7� FL:60.9' I� ;,- r°. 1/ a !TI, I I FS 61.00) PARKING REQUIRED ;' 60194 N I I I I' WWy +*-.-.-.-.-. -. -.-.-. 0.5� I 111 +� a 0.5� a 0.5� � I 3 F�: I C. 0/ y _ _ = �' - - - ' - - - ' -� ' - ' I I II AS P H. Q 1 PER 300 SQIFTI (AREA (6,720)= 22 STALL i iI W W W W FS:611 . � ° PARK i I II = 20 EASEMEN I I II �• a 14 13 ° TG.60.19 � a a +� I �" � PARKING PROVIDED (REGULAR) 24 STALL ;; j`: �� ��� � 3 14 a FL. 60.61 13 0._ -a a I I 0- 2 5 91 � y y W r�oa� co 19 6 �. 61116 8 i 1 61. H/C PARKING PR❑VIDED - STALLS ' 60 72 I II �� W W W _sue ° �` III TOTAL PARKING PROVIDED 26 I 5915 W y y W, ram_- , y y y -I� O 9, a I I.II 6 013 3 I 3 I 5 9 �� 3 p 3 3 3 3 3 " 61.0 8 w c� W f W W W W W W W W Y , .\` T Y P, F S. 6 0. 6 2 9, .�" lam.% ,, TC(59.)7) I� ! �� n I I . . 0 /� VJ Q //''' I I ' � EARTHWORK QUANTITIES I FL 5 .46 I� I. 11� �1 2" �• oN.....` z N I II W W W W W W y W W W y W CUT: 50 CU.YD. FILL: 50 CU.YD. I I� W1o,a000W tit �F�: 6 �0� �. F 6 9 a - + . a +.rod I N I I y y o� v a 16 W 4 0� �2 a 61 114 _ Z II a a I OVEREXCAVATION AND RECOMPACTION: 800 CY i I� o W W W W W W �0� 4 Q 60 o �� W W tx 1 Q ; 3 Q I 3 PROPOSED II W W W W W W W W � 4 3 + `� TC: 6 .87 Q r a I �. W 1' - OFS W W� 00 �61 5�. a _ �' 2 •� CURVE DATA M WA-TE�L 'M I M I 0=6 45CrS 61.53 --. '� °I U 15 5 9 I 4 ' I a O- : 61 1 -- - ---- . - `�' '� + + �� F 3 7) �Y �Y �Y �Y •Y •Y •Y •Y �Y •Y •Y __--- I E 61 0 4 ----- ------ a Ica 6 .. + a .v - -- I I C-1 78°45'35" 25' I II �o -- y - ----- - - _ - 6 --- 5 9 0 5 16 w y y y w w �. W + �r� Al I I I W W' W W W W W W W W W W W C - 2 101 ° 2 0' 8 " 3.54 / 5 9. 41 5 9 1 -! ---- - --- 2, ,� W Y --- _Y-_----Y 61 12 J �Y W W W W W W W W W W W W W W•!c_/ . Vrl �VW O W W W W W W W W W W W W W W W W W W - W �Y �Y W W W �Y W W �V-- W W C-3 90° 3114' S9 11 3 59 5 II �° ���--� ���FS: 6r1.57 �N -- W W 6�� �i �� ''� �W� C��4 2 y �-� W 61185 Q Z C-4 68°49'44" 12101' r.� y y - -- -- - y FS �61y.00� -� y FS. 61.05 y -� - - U (� II I ---- __ - - ------------------- O / // / � I I I .Y � •Y W �Y �Y �Y \ 1 -�Y �Y Vrl � 161� I � •Y •Y �Y �Y �Y �Y W •Y •Y �Y/� W �Y � �Y Y _____`yT_____-___-_-_-_y.-__ ... _�K----ale-�I�_____�IC_-�' _____ •Y -�Y _. W- �Y •Y �Y �Y �Y W �Y �Y •Y •Y W •Y �Y W •Y •Y •Y �Y �Y �Y W C-5 90°18 37 3.15,---- 59156-----�- ------ ;�- ----�W W y y W W W y •�V /W y O Y Y Y y y Y Y Y Y y Y Y Y y Y Y Y Y Y y y Y y y y W Y Y Y 61.0--- ---- ----- UJ _ W W W y W ll1-e�+�7�•}�q�' Ilr�l}I-,(\��T L T C-6 90 3114 I I (� W W W W+ W Y Y 1 W � W W W W W W W W r�, �Q W3nyc Y W W W Y �•,W61W 4 Z ^ W W W W W W W W W W W W W W W W W W W W W Y W W 1 59111 591L11 JOIN ,'EX SCN* !ry tr y1Y'(\\\l�.yll i s a0.9 •y9, O2� �AS�MENT ! 5 9.4 9 W W W W Y W W W W °Y ' "Y Ty /A� R I ' W W W W W W Y W W W W W W W W W Y W W W W W W W W W W W W W W W W W W W I SI EWALK Y Y Y Y Y Y Y Y W W Y Y Y Y Y Y Y W Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y W Y Y Y Y Y Y W Y Y Y Y Y Y W Y Y Y Y Y -i-- I- �Y �Y * �Y •Y •Y �Y �Y •Y W •Y •Y �Y �Y •Y W W •Y �Y �Y �Y �Y �Y �Y •Y �Y �Y •Y •Y •Y �Y •Y �Y �Y �Y �Y �Y �Y •Y W �Y �Y •Y •Y •Y •Y •Y �Y •Y �Y •Y •Y •Y _Y �Y �Y _Y - •Y •Y •Y •1• •Y •Y --------------------------------- --------------- 1------------------------------ - - - - - �\ - - - - - - - - - - - - - - - - - - - - - - - - PROJECT SITE: 0,89AC ;� 61y�0 .� 61,76 61191 1,9 TC: Iv 59182 2 DRAWN: DISTURBED AREA 0169AC ��, O X.Y. 61 25 61 82 59 42 CHECKED: ABBREVIATIONS: LEGEND: 5 9, 1 �- ; _._ `81 61192 59.39 JOIN EX. 59149 9,63 5 ,69 59,77 6� 95�� 6 8 DATE: CBW......... CONC. BLOCK WALL (462.1)....... EXISTING ELEVATIO 6 0 , 9 8 5 8 14 8 ;%� , / I / 5 9 13 7 59,69 10 -10 - 2019 C&G......... CURB AND GUTTER 520.00.......PROPOSED ELEV 5 8 1 7 2 `?1 // 6116 8) C] 5 913 4 r` C 0 N C WALK 62----_______ 5 9 1 7 9 JOB No.: D/A........... DRIVEWAY APRON--(466')-- .... EXISTING CO R0'78 58140 \ 13-054-002 `�F - _------------------------------------------------------------------------------------------------------------------------------------- --------------------------------- ---------------------- - -- -- - �} - DWY......... DRIVEWAY .......DRAINAGE PA�TR �� + 5 8 15 7�--- - ---- - - 1T=------------------------------------------------------------------------------------------------------------------------------------ ------------------------------______________--------------------___________-�1�'J ________ - SCALE: 1 » = 1 0 EP............ EXIS I POLE .....EXISTING STIR + 58,24 + 58,,U 59.28 59,51 59,65 59.65 EX............ EXISTING .....PROPOSED STRUCTURE ` 5 8, 6, 58.85 59.02 59,16 59.21 58,9z FILE NAME: FH............ FIRE HYDRANT FL............ FLOW LINE ELEVATION � •••••PROPOSED L"SCAPE AREA 58.51 f "5-818 6 CO 5 914 0 59.36 GM.......... GAS METER y� .....FIRE HYDRANW W W W ,,, w/ w/ w w/ W W W W W �/ �/ �/ �/ �/ W �/ MH.......... MAN HOLE SMH........ SEWER MANHOLE •••••PROPOSED STAMPED CONCRETE --'' S/W......... SIDEWALK - SD........... STORM DRAIN .....PROPOSED ASPHALT CONCRETE - --- TBR........ TO BE REMOVED TIC........... TOP OF CURB ELEVATION •„•DETECTABLE WARNING SURFACE ® 5 8.9 4 :::::::::::: � �� WF.......... WOODEN FENCE WV.......... WATER VALVE SHEET 1 OF 1 SHT. DF........... DEEPEND FOOTING