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14081; PG2014-0108; PG2017-0015, PG2018-0003, PG2018-0013, PG2021-0009, PG2021-0015X43.23 fnI (� n FS P—Fq 43.2 n jj n FS INV MIN 2.0" BELOW CONCRETE OR .PLANTER E WALL ------ K 3" PROP. PVC PIPE J 4" PROP. STORM DR SEE PLAN FOR SIZE TYPICAL PLANTER DRAIN NTC %REA DRAIN DETAIL NTC i i i i EMS7ING GULF COURSE SCALE: 1" = 20' (IN FEET) APPROVED FOR PERMITTING 7k - -112.1 lelozi AJORTEGA DATE BUILDING OFFICIAL CITY OF LA QUINTA PLANNING AND ZONING COMPLIANCE CHERIFLORES PLANNING MANAGER CITY OF LA QUINTA 4" CCP STORM DRAIN EX 24" CCP STORM DRAIN FH NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED LOT 84 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE REVISED LOT 85 UNIT TYPE PRECISE GRADING PLAN M IM11 l7f 3 O H E N O ILII 2 2 n� �I� � 109-7 27.941 (NAND U PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED EE SS j I'/('J W u �fU uFf uU LC LC W W 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. RELOCATED UNIT ON LOT 85 Q PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR O l< ON CANAL BRIDGE S.E. FOR /� PROCEEDING WITH IMPROVEMENTS PURSUANT W W - 1 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD ® REVISED LOTS 86-89 UNIT TYPES &ADDED DETAILS Q�'�� '4T F CML ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. AMENDMENT N0.2 TRACT 31681-3 L IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES �� O s0 B3-193 PACIFICA SUR ALONG JACKSON ST. FROM .ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND J Z Z INDIO, CA 92203 HWY. 111. THEN 2.0 MILES LOTS 84-89 .HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTEDTOTHE _ O m PH; (760) 275-1553 W. ALONG AVE. 50, 45 FT. UNDERSIGNED, NOT INDICATED OR SHOWN ON THE W In WEST OF MADISON ST. EXAMINED. THE CONTRACTOR IS REQUIRED E U TAKE DUE - No. 26662 AND 18' S. OF AVE. 50. ARISING AFTER COUNTY APPROVAL OR DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED � � PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRY MCKINNEY, P.E. RCE NO. 49418 y`T EXP. 3-31-22 CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN CITY ENGINEER 0' FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE T CIV 1�- �Q ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE 9 � PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1(4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OFSHTS. PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/22 DATE: ZI OF Cm X � %/ /'I SCALE: FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER �'(/ K/ DATE: 7�/6�2G2L SCALE AS SHOWN Ov 0 �nunun� I� jjLIj7L�jj� 6 INV MIN 2.0" BELOW CONCRETE OR .PLANTER E WALL ------ K 3" PROP. PVC PIPE J 4" PROP. STORM DR SEE PLAN FOR SIZE TYPICAL PLANTER DRAIN NTC %REA DRAIN DETAIL NTC i i i i EMS7ING GULF COURSE SCALE: 1" = 20' (IN FEET) APPROVED FOR PERMITTING 7k - -112.1 lelozi AJORTEGA DATE BUILDING OFFICIAL CITY OF LA QUINTA PLANNING AND ZONING COMPLIANCE CHERIFLORES PLANNING MANAGER CITY OF LA QUINTA 4" CCP STORM DRAIN EX 24" CCP STORM DRAIN FH NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED LOT 84 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE REVISED LOT 85 UNIT TYPE PRECISE GRADING PLAN M IM11 l7f 3 O H E N O ILII 2 2 n� �I� � 109-7 27.941 (NAND U PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED EE SS j I'/('J W u �fU uFf uU LC LC W W 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. RELOCATED UNIT ON LOT 85 Q PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR O l< ON CANAL BRIDGE S.E. FOR /� PROCEEDING WITH IMPROVEMENTS PURSUANT W W - 1 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD ® REVISED LOTS 86-89 UNIT TYPES &ADDED DETAILS Q�'�� '4T F CML ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. AMENDMENT N0.2 TRACT 31681-3 L IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES �� O s0 B3-193 PACIFICA SUR ALONG JACKSON ST. FROM .ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND J Z Z INDIO, CA 92203 HWY. 111. THEN 2.0 MILES LOTS 84-89 .HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTEDTOTHE _ O m PH; (760) 275-1553 W. ALONG AVE. 50, 45 FT. UNDERSIGNED, NOT INDICATED OR SHOWN ON THE W In WEST OF MADISON ST. EXAMINED. THE CONTRACTOR IS REQUIRED E U TAKE DUE - No. 26662 AND 18' S. OF AVE. 50. ARISING AFTER COUNTY APPROVAL OR DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED � � PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRY MCKINNEY, P.E. RCE NO. 49418 y`T EXP. 3-31-22 CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN CITY ENGINEER 0' FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE T CIV 1�- �Q ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE 9 � PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1(4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OFSHTS. PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/22 DATE: ZI OF Cm X � %/ /'I SCALE: FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER �'(/ K/ DATE: 7�/6�2G2L SCALE AS SHOWN Ov 0 EM TE w,LF C 00 p R 0 F GRADE TO DRAIN (TYP. ALL LOTS) "c"Momll RONDA SCALE: 1" = 20' ( IN FEET) MVINS GULF COURSE APPROVED FOR PERMITTING �— - &L -L-1 4 1 024%09^ AJ OR EGA 7 bATE BUILDING OFFICIAL CITY OF LA QUINTA I PLANNING AND ZONING COMPLIANCE 617 zozo CHERI FLORES PLANNING MANAGER CITY OF LA QUINTA OT 11Y EX 4" CCP STORM DRAIN 1 111 111 _^ter_ IIl J�11 / 111 EX 24" CCP STORM DRAIN NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE REVISED LOT 84 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY AI L UNDERGROUND UTILITIES OR STRUCTURES Q BM # RD. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE REVISED LOT 85 UNIT TYPE�,�fj M1 n p S ELEV. 27.941 (NAVD 29) PRECISE GRADING PLAN l'L �� O � � � � � � � � R PERMIT ANDi �R A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED OE ESS 1 109-70 CHISELED SQUARE WITH THEIR APPROXIMATE LOCATION AND EXTENT. Qa ISSUED, AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR RELOCATED UNIT ON LOT 85 ON CANAL BRIDGE S.F. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR WING PROCEEDING G FESTIMPROVEMENTSASUMPURSUANT �d qT t�` CMZ ENGINEERING LAND PLANNING ALONGAL KSONST.FR AMENDMENT NO. 2 TRACT 31681-3 THF PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LiABILfTY AND TO HOLD �� O S� �, 48-72b VERBENA ROAD ALONG JACKSON ST. FROM 2 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES rn v 2 PALL DESERT, CA 92260 HWY. 111. THEN 2.0 MILES LOTS $4'89 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND - -+ Z UTILITIES OR STRUCTURES NOT REPORTED TO THE C7 m4y PH- (75(3) 275-1553 W, ALONG AVE. 50,45 FT. HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED. NOT INDICATED OR SHOWN ON THE m WEST OF MADISON ST. EXAMINEDURINC. THE CONTRACTOR IS REQUIRED TO TAKE DUETRACTOR a No. 26662 ARISING AFTER COUNTY APPROVAL EE [7SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUEECORDS A RINED.ECAUTIONARTI IE Y3M MEASURES TO OUIRED BRYAN MCKINNEY. P.E. RCE NO. 49418 �} EXP. 3-31-22 * AND 18' S- OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT TI IF UTILITIES OR STRUCTURES SI TOWN AND CITY ENGINEER S P BE RESPONSIBLE FOR THE DETERMINING, AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE �J I/�w �9 C1V1�� PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 114 OF SECTION 27, T.6.S., R.7.E., S.B.M, OF s SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE a (/ SCALE: TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30120 DATE: OF CALF FOR, W.O. FILE NO PLANS FOR APPROVAL BY THE COUNTY_ STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER _ DATE: 3 Z-0?0 SCALE AS SHOWN G 2D 2v - 06 Z3 01 MUM COURSE GRADE TO DRAIN (TYP. ALL LOTS) SON 2.27 :L -CB RONDA SCALE: I"= 20' (IN FEET) APPROVED FOR PERMITTING j—. QZk;9�4 b,?,o 1207,0 AJ OR GA DATE BUILDING OFFICIAL CITY OF LA QUINTA PLANNING AND ZONING COMPLIANCE - 30-020 CHERI FLORES PLANNING MANAGER CITY OF LA QUINTA EX 4" CCP STORM DRAIN EX 24" CCP STORM DRAIN LUT 11111 LkO'SCi�AFE ia0n,�_n FH NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE Al REVISED LOT 84 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK' IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS R IS REQUIRED TO TAKE DUE EXAMINED. THE CONTRACTOR PRECAUTIONARY MEASURES R PROTECT THE UTILITIES E STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. OFESS J�"� Q¢ !V O w � '9� �O �% �` tS3 ZZN� 1.. O O v 2 7 — Zv � ui m No. 26662 EXP. 3-31-22 kp>' I � �Q q OF \F CAL p CIU � � Cj U HII, E H R � �I E E R � � �1 CML ENGINEERING • LAND PLANNING 48-72$ VERBENA ROAD PALL DESERT, CA 92260 r PH: (760) 275-1553 BM ## P.D. 109-70 ELEV. 27.941 (NAVD 29) 109-70 CHISELED SQUARE ON CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. ALONG JACKSON ST. FROM HWY. 111. THEN 2.0 MILES W. ALONG AVE. 50,45 FT. WEST OF MADISON ST. AND 18'S OF AVE. 50. PRECISE GRADING PLAN FOR AMENDMENT NO. 2 TRACT 31681-3 LOTS 84-89 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.7,E., S.B.M, 2 REVISED LOT 85 UNIT TYPE�n� THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. BRYA CKINN Y, P.E. RCE NO. 4941$ CITY ENGINEER / 'f /� J EXP. DATE 9/30/20 DATE: ! "Z�Zc'� OF SHTS. PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 mss` DATE: MARK BY DATE APPR DATE REVISIONS ENGINEER SCALE: SCALE AS SHOWN FOR: W.O. FILE NO: REDUCING TEE 3/8" TO 3/4" WASHED ROCK GEOTEXTILE FABRIC BUBBLER BOX DETAIL NTS 4 43.92 FL GRADE TO DRAIN (TYP. ALL LOTS) INV MIN 2.0" BELOW CONCRETE OR PLANTER CONCRETE WALL 2 TYPICAL PLANTER DRAIN _ O NTS r APPROVED FOR PERMITTING I PLANNING AND ZONING COMPLIANCE * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION 5,11; 4 (0.83 CONCRETE SLAB OVER 0.17 SAND). AJ IbRTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA 4" PROP. STORM DRAIN PIPE) REM M R.0LF COURSE SEE PLAN FOR SIZE (�lN D OAREA DRAIN DETAIL NTS i NOTE: GRADE TO DRAIN (TYP. ALL LOTS) A 3:0' SIDE YARD SETBACK WILL BE MAINTAINED FOR MECHANICAL EQUIPMENT 41.71 R 41.88 42.05 �\ 41.50 FL 42.66 \ FL FL 42.57 L FL L=81.67 42.97 FL L=83.05 FL L=81.00 ° : 91110 s10 ON ° \Q TOW 51.21 LOT LINE PER J \ \ 42.89 0 020 \Z �o FL FL L=78.78 ` \-Z'sl w \0'.2 ` TOW 48,12 LLA 2020-0016, 43.5440.18 `\ 44.58 TOF 43.88 REC. ,O.R. 0 oq TOF 40.13 FL ra �.6 L-9 44.05 r L=4.84 0 INV 0 ° 0 466 I 43.41 `ooh Z \ 2�0° TOW 48.33 s° FL i1 FL L=74.66 \.� TOW 48.82 V ° TOF 41.00 Z 2 TOF 41.49 42.18 0 41.87. o ` TOW 50.79 0 0 TOW 49.38 FL --- TOF FL TOF 43:46 s s TOW 49.75 TOF 42.05 F308 - o o o TOF 42.42 � o_ X.° 6 M 45.63 ° ` FS 63 0 44.71 0° Z X. 2 r° Z ° 44 13 0 42,87 P FS 44,77 45.57 FL 2,'0 FL FL FS ® 43.17 42.85 - o FL ° �� TOW 50.27 � 44.08 o\ ° 0 0 TOF 42:94 FS ° o o � 0 � s 0 ° o n n n � o •s\ 45.08 43.23 so v 1 45.73 0� 0° FS /\0 44.18 Z IBJ a FS 5 FL 44.63 ° O FI .24 ., FS O / 42.10 U L�- O HP 5,63 45.73 1 .\� FS 43.77 '0 Q S 96 44.90 FS 45.00 FS 15 0 ' 1� FL.77 44..57 FL s 92 ° �` FS 43.10 0 90 O F HP o HP 44.27 45.23 s '. _ s \ v _ � � • 44.23 PLAN 25GR � P � PLAN 26B -R 0 5 95 O FL FS PE 443.80 \�° 91 PE -442.80 0 45.63 45.55 0° PLAN 24B -R O < o . FS 4 ° ° 43.23 \\ (j � (j ,� FS FS �\° � � • � �.�` o� � o FF -444.40 PLAN 24R A/C PA p �� FS FF=443.40 a2.5o �0 89 u o� PE=445.30 45.65 0 45.23 45.23 FS \ o . ° so PE=443.40 TYP. " HP ° n n n0 4Q.90 r� 43.23 FF=445.90 FS R's FS 94 FS No 44,73 ° INV q a4z3 > FF=444.00 00 5 5 42.60 FS g1.10 45.00 0 \o° PLAN 22C 43.10 44.90 O s\ s \ o\ t FS \ t TG i 2 " 15 n D HP � HP o o° � i � FS 44.00 5 HP 43.75 �' o INV 's 42.10 45.5 45.73 PE=444.80 � o FS 5 FS 4.80' FS 43.80 ° \ FF=445.40 45.13 ° 1 �, 5 HP 44.23 443.65 FS •so 43.23 TG 4551 93 +s. 5 2 43.80 45.23 �� 5?G 44.60 \° O INV 2.. 443,35 i /� 45:47 \ a INV 45.27 � PLAN 24B -R ,. ' � � � 2 � Q 0 , FS O INV 42.9 a TG o 42.50 U Q� SFS 10 41.58 FS �' 1 � PE=444.30 w0 ` 20° �` O SINV44.50 FF=444.90 FS65 �. 44:13 0 q FS23 H3P50 00 so°V' 3.75 °' 1 GF= 3.40 so HP 2 INV 0 00 0 45.73 ll �� 2 INVO 43.23 L=J osO FS s FS 20 45.28 1 HP 44.73 44.58 O 0• ' o FS 44.53 FS 42.80 ° TOF 4 .OS 443.35 43.38 44.30 0 �� °0 FL -GB 0 4 1 S 2 FS 44.77 1 B \ 43.60 TG --��-- 44.77 _ 44.50 TG 44.51 INV 41.94 2 FS 41.30 2 43.15: 0 45.47 � 42.80 4 Q TG 2 INV \a 0 45.47 FS 45.1' FL -GB 1 45.73 �, FL -GB ` HP o 2 INV 44.27 ° s 5 1 43.75 42. INV FS 1.33 0 ° FS GF=442.80 42.18 so\ F FS FS � , � 's° �0 \ � ®0 - U S 45:18 Q s o\ 45.23 0 Q 41,80 42.38 \ TOW 50.94 FS y 43.34 O° of \ ac F V \ -w �c r 2 ° o oo 0O NV o FL GB o S o� 42.97 o o 43.15 s 1° 42.78 FS / INV �° 45.05 °` c 43:30 4 0 \ o FS 41.8 TOF 43.58 N of �F 2 INV \ we INV GF=444 30 s o 44 07 FS 43.01. o C FL G o i s ac 5 TG 44.60 0 44.73 } ZO 44.28 s a ® S \ 42.78 s TOW 51.21 0 44.91 / 0 s FS 00 0 FS o \ FS 44.91 NV 43.30 _ TOF 48.33 4; 44.58 TOF 43.88 � o ° i r ,; � 0 0° 1 fi 2 FS 4 � ° ° 43.78 ,oma 42.5 1 \ FS�Oi j y 1' FS g3I° FS .. Q 43.77 3. 7 T FS _ o FL- B 3°I°\,1 \ TOF 41.00 42.14: F FL -GB 41. h. � ° \ 1 44.73 \ 42 44..66 � `''� � L -GB. � GF -443.80 a9 , - Tow as. 2 ® w oo INV 45.28, 0 44.9 FS �. 1 FS 44.07 \ 43.38 !� TOF \ „ �� : 1 FS \ 1 Q . s s 4 y0 FS \ w w 42.00 Rs FL FL \ o 42.34 0 o FS - " ° 45.07 o INV 0 44 0 43.66 s° \ 43.78 43,17 42.18 12.39 \ 0 4 vc FS o 0 „ \ FS FL -GB FL -GB z> a 4 80 0 o 2�0° 43.91 i L -GB > \•�.- s� 1 .. � 09 rn ,. n °• o 0 1 44.78 '43.91 ° \ FS 44.78 0� 40. g3°f°`� FS 1, ., o 0 44.27 �\ o A. 3 \ --- - s o 41,04 Pw ��d\ 43.43 I 43. 43.67 MH ?2.9i L TOW 50.79 FL -GB FS INV t 44.28 /� TOW 49,75 , FS GB r '� : o - - w 4L27 TC o _ 43.80 .83 TOF43.46 �\:. G a 1 FS \ TOF42.42.U' \ .0 43.2 °�� I TG o\ wo o� o - o L=37.04 L=45.91 TC`�-_..43.86 \ „ .. 44.58 TOW 50:27 s s v Y+ L_g1.03 41.29 7 40.84 22.47 _..� ` ,,. . �, FS ._ TO 42.94 o cP ---'o G o i ..1.51 T TC ELEV 3 TG TC ELEV 4 .01 TC TC '"-_ TC NG �1T 3ELEV 3 o :: �o `,.,� `'44.63 1 ° N �6'c9a ,,, _- '6F m - 41,65 41.5: I :C 3 I:N 39.58 TC INV 38.46 1 i�" 40.9. t 4�C87 L, Q FS °o �O�O L=78 891 TC99 V 4 TC \�T� >o opo a - _ 43.79 46.49 N� 44.75 `� ° �� " N �- ° o -- o 42.24 MH ly TG TC ELEV 3 TC IN `39 38 T3 0 FH �..''-.,....�..� TC r7��° _ � EX VALLEY GUTTER L= p3 42.38 TC oa _ T - i 44.34 TC13 4q.p8 43.57 L=87.78 L=63139 42.5 4248 42.45 TTG V rn - RONOA CVW DP NO 35 EWER AIN L=2.21 TC28 41.06 ` 50 3 TOG 41.79 TC TC \ FC INV 39.81 TC I 42.59 TC T - � 44.30 C 43.40 3.28 TG TC EL TC - 41.94 INV 39:00 1 TC TCI TC TC 1 =36 69 °\ TC91 43.7 - "_85 RQ TC TC 3 NY 40.41 EL 42.95 NV 40.15 3 TOG 8 TC I C TC L=13.28 44.59 �� Fo L=27.�6 TC 43. NQq _ TC ` INV 3 L=81.47 1 L=83:45 0\° 44.34 FS h _ Z TC 43.73 - 42.32 4� - - -_ 1 4' TC - - - °\°. r z�� TC --__ - ' - - EX 8" DIP WATER MAIN �n ° 'moi "' EX 8" VCP SEWER MAIN CVWD DWG NO 35416 v EX VAL EY GUTTER ---- 42.45 ` ° °\° /N� h 45.11 ' q93 l - TC G \ o °\° �n FS % • 3 tr o CVWD DWG NO 35432 42.85FS' CID 4 1 / 3.31 TOG 43. TC 42.82 42.67,Mf / t' o L 76.75 C INV 40.81 43.00 b FS �' ti o i 42.68 45.25 45.48 / �o\ ) TC TC =52.16 Nj o ^ ° 42.48 % FS 42.07 \ FS / FS ° L TOW 49.73 ory o 43.18 FS 42.48 l FL -GB RJLJI 81.39 _ \\ °\ ' ` TOF 41.74' �0 42.98 r, 7 FS 42.57 / f / 44.70 _ -- � / o '' H 4 A" °\° / FS 42.14 TOF 44.27 o N o I � � o / FS FL -GB 1 TO 49.69 42.98 FL -GB 20 42.68 T FS TOF 42.36 ° o FS T 42.64 TOW 48.66 ° FS q� FL -GB 20 43.18 / TOF 41.33 � 44.70 / TOW 50.53 ° °\° 43.91 / NV : FS 49 0 ° \/o FS o� /? FS f Sp TOF 43.20 °\ f / /. S �^ M' co} a FS / 3/ O f 43.41 o / h �/F328 N, 44.84 � r FS FS 45.08 / ° FS o ° 0 43.55 43.01 ° FS ° 1.10 44.68 / \° ' �io I \ M � y / °\ •o FS FS �1 1. o 44.32 / N 0 '` p �� 45A8 43.92 • TOW 50.20 44.28 \° 43.27 Q j� 44.23 FS` INV o O 42.40 45.85 o°\ TOF 42:87 ° FS �� FS 110 FS / 42.90 0 �/ CJ UNDERGROUND SERVICE ALERT 45.20 ` >; °\ 41.84 �0 FS 0 a 109 / 20 43.27 CALL TOLL FREE HP / 43,52 \° ' ° 44.23 0 = FL -GB o HP 45.85 107 � / o� \° a, O INV % °� o f ; \ 42.90 o\° // Q 45.13 44.'17 o a 106 FS O �o 0° 44.17 fZ FS FL-GBh�, °\ FSO o°� -L-GB474 Q UO 44.68 / 42.30 r 43.77 _ / O TOG 43.10 ' 0 20 30 40 60 Ioo 811 i 5 �� / n FS SCALE; 1"=20' 2 WORKING DAYS BEFORE YOU DIG SEE SHIER \\\ (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED LOT 93 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE DELETED MAT SLAB REQUIREMENT SHOWN ON THE RECORDS EXAMINED ARE INDICATED p ELEV. 27.941 (NAVD 29) THE OWNER, BY ACCEPTING THESE PLANS OR . PRECISEGRADING LAN PERMIT AND/OR AGRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION WITH THEIR APPROXIMATE LOCATION AND EXTENTSOF ESS/ W AT S O �\ 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR REVISED LOT 91 UNIT TYPE, ADDED COURTYARD DRAINAGE P w w�'q� ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT - q WING WALL. 2.0 MILES S. REVISED REAR LOT LINE OF LOTS 94 & 95 Q A� T F CML ENGINEERING • LAND PLANNING AMENDMENT NO. 2 TRACT 31681-3 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD 4 �<U Q c}�: `G ALONG JACKSON ST. FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES AA O GI 83-793 P A 922 SUR 5 REVISED LOTS 94 & 95 UNIT TYPES &ADDED DETAILS //)) Z NBIa, ca e2z03 Hwv.111. THEN z.o ®ALES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING O FSTRUCTURES NOT REPORTED TO T _ '� Z PH: (760) 275-1553 W. ALONG AVE. 50, 45 EI. LOTS 90-95 UTILITIES OR STRUCTURES NOT REPORTED TO THE C7 Fll HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS REVISED LOTS 9Q 92, & 93 UNIT TYPE$i W m WEST OF MADISON ST. UNDERSIGNED, NOT INDICATED R SHOWN ON THE No. 26662 EXAMINED.. THE CONTRACTOR IS REQUIRED TO TAKE DUE _ = K 17 ARISING AFTER COUNTY APPROVAL EE DURING PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED EXP. 3-31-22 AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL TO TAKE DUE PRECAUTIONARY MEASURES TO BRY�ANA CKINNEY, P.E. RCE NO. 49418 � 7�T iC STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER s 3E RESPONSIBLE FOR THE DETERMfl�IflVG AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND ATTHE Tq CIVIL �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. 1OF 6 SH7S. STRUCTURES CONCERNED BEFORE STARTING WORK ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE �1Z. 1 SCALE: 'LANS FOR APPROVAL BY THE COUNTY. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP.DATE 9/30/22 DATE: 1 OF CAI- FOR: W.O. FILE NO: . STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE:To u -,,- 0 0 0 SCALE AS SHOWN 8" NYLOPLAST INLINE DRAIN DRAINAGE CONSTRUCTION NOTES W/STD. H-20 RATED GRATE SEE PLAN SEE PLAN INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1% SLOPE OR PER PLAN C TOG p5% MIN_ �- INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN PLANTER AREAS, OR APPROVED EQUAL 4" PVC SCH. 40 0 CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET (a). INSTALL 4" CAP \ 5 INSTALL NDS PART NO. 9206 SQUARE GRATE, OR APPROVED EQUAL 8"X4"PVC �,r,•INV (SEE PLANT REDUCING TEE 3/8" TO 3/4" WASHED ROCK GEOTEXTILE FABRIC BUBBLER BOX DETAIL NTS 4 43.92 FL GRADE TO DRAIN (TYP. ALL LOTS) INV MIN 2.0" BELOW CONCRETE OR PLANTER CONCRETE WALL 2 TYPICAL PLANTER DRAIN _ O NTS r APPROVED FOR PERMITTING I PLANNING AND ZONING COMPLIANCE * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION 5,11; 4 (0.83 CONCRETE SLAB OVER 0.17 SAND). AJ IbRTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA 4" PROP. STORM DRAIN PIPE) REM M R.0LF COURSE SEE PLAN FOR SIZE (�lN D OAREA DRAIN DETAIL NTS i NOTE: GRADE TO DRAIN (TYP. ALL LOTS) A 3:0' SIDE YARD SETBACK WILL BE MAINTAINED FOR MECHANICAL EQUIPMENT 41.71 R 41.88 42.05 �\ 41.50 FL 42.66 \ FL FL 42.57 L FL L=81.67 42.97 FL L=83.05 FL L=81.00 ° : 91110 s10 ON ° \Q TOW 51.21 LOT LINE PER J \ \ 42.89 0 020 \Z �o FL FL L=78.78 ` \-Z'sl w \0'.2 ` TOW 48,12 LLA 2020-0016, 43.5440.18 `\ 44.58 TOF 43.88 REC. ,O.R. 0 oq TOF 40.13 FL ra �.6 L-9 44.05 r L=4.84 0 INV 0 ° 0 466 I 43.41 `ooh Z \ 2�0° TOW 48.33 s° FL i1 FL L=74.66 \.� TOW 48.82 V ° TOF 41.00 Z 2 TOF 41.49 42.18 0 41.87. o ` TOW 50.79 0 0 TOW 49.38 FL --- TOF FL TOF 43:46 s s TOW 49.75 TOF 42.05 F308 - o o o TOF 42.42 � o_ X.° 6 M 45.63 ° ` FS 63 0 44.71 0° Z X. 2 r° Z ° 44 13 0 42,87 P FS 44,77 45.57 FL 2,'0 FL FL FS ® 43.17 42.85 - o FL ° �� TOW 50.27 � 44.08 o\ ° 0 0 TOF 42:94 FS ° o o � 0 � s 0 ° o n n n � o •s\ 45.08 43.23 so v 1 45.73 0� 0° FS /\0 44.18 Z IBJ a FS 5 FL 44.63 ° O FI .24 ., FS O / 42.10 U L�- O HP 5,63 45.73 1 .\� FS 43.77 '0 Q S 96 44.90 FS 45.00 FS 15 0 ' 1� FL.77 44..57 FL s 92 ° �` FS 43.10 0 90 O F HP o HP 44.27 45.23 s '. _ s \ v _ � � • 44.23 PLAN 25GR � P � PLAN 26B -R 0 5 95 O FL FS PE 443.80 \�° 91 PE -442.80 0 45.63 45.55 0° PLAN 24B -R O < o . FS 4 ° ° 43.23 \\ (j � (j ,� FS FS �\° � � • � �.�` o� � o FF -444.40 PLAN 24R A/C PA p �� FS FF=443.40 a2.5o �0 89 u o� PE=445.30 45.65 0 45.23 45.23 FS \ o . ° so PE=443.40 TYP. " HP ° n n n0 4Q.90 r� 43.23 FF=445.90 FS R's FS 94 FS No 44,73 ° INV q a4z3 > FF=444.00 00 5 5 42.60 FS g1.10 45.00 0 \o° PLAN 22C 43.10 44.90 O s\ s \ o\ t FS \ t TG i 2 " 15 n D HP � HP o o° � i � FS 44.00 5 HP 43.75 �' o INV 's 42.10 45.5 45.73 PE=444.80 � o FS 5 FS 4.80' FS 43.80 ° \ FF=445.40 45.13 ° 1 �, 5 HP 44.23 443.65 FS •so 43.23 TG 4551 93 +s. 5 2 43.80 45.23 �� 5?G 44.60 \° O INV 2.. 443,35 i /� 45:47 \ a INV 45.27 � PLAN 24B -R ,. ' � � � 2 � Q 0 , FS O INV 42.9 a TG o 42.50 U Q� SFS 10 41.58 FS �' 1 � PE=444.30 w0 ` 20° �` O SINV44.50 FF=444.90 FS65 �. 44:13 0 q FS23 H3P50 00 so°V' 3.75 °' 1 GF= 3.40 so HP 2 INV 0 00 0 45.73 ll �� 2 INVO 43.23 L=J osO FS s FS 20 45.28 1 HP 44.73 44.58 O 0• ' o FS 44.53 FS 42.80 ° TOF 4 .OS 443.35 43.38 44.30 0 �� °0 FL -GB 0 4 1 S 2 FS 44.77 1 B \ 43.60 TG --��-- 44.77 _ 44.50 TG 44.51 INV 41.94 2 FS 41.30 2 43.15: 0 45.47 � 42.80 4 Q TG 2 INV \a 0 45.47 FS 45.1' FL -GB 1 45.73 �, FL -GB ` HP o 2 INV 44.27 ° s 5 1 43.75 42. INV FS 1.33 0 ° FS GF=442.80 42.18 so\ F FS FS � , � 's° �0 \ � ®0 - U S 45:18 Q s o\ 45.23 0 Q 41,80 42.38 \ TOW 50.94 FS y 43.34 O° of \ ac F V \ -w �c r 2 ° o oo 0O NV o FL GB o S o� 42.97 o o 43.15 s 1° 42.78 FS / INV �° 45.05 °` c 43:30 4 0 \ o FS 41.8 TOF 43.58 N of �F 2 INV \ we INV GF=444 30 s o 44 07 FS 43.01. o C FL G o i s ac 5 TG 44.60 0 44.73 } ZO 44.28 s a ® S \ 42.78 s TOW 51.21 0 44.91 / 0 s FS 00 0 FS o \ FS 44.91 NV 43.30 _ TOF 48.33 4; 44.58 TOF 43.88 � o ° i r ,; � 0 0° 1 fi 2 FS 4 � ° ° 43.78 ,oma 42.5 1 \ FS�Oi j y 1' FS g3I° FS .. Q 43.77 3. 7 T FS _ o FL- B 3°I°\,1 \ TOF 41.00 42.14: F FL -GB 41. h. � ° \ 1 44.73 \ 42 44..66 � `''� � L -GB. � GF -443.80 a9 , - Tow as. 2 ® w oo INV 45.28, 0 44.9 FS �. 1 FS 44.07 \ 43.38 !� TOF \ „ �� : 1 FS \ 1 Q . s s 4 y0 FS \ w w 42.00 Rs FL FL \ o 42.34 0 o FS - " ° 45.07 o INV 0 44 0 43.66 s° \ 43.78 43,17 42.18 12.39 \ 0 4 vc FS o 0 „ \ FS FL -GB FL -GB z> a 4 80 0 o 2�0° 43.91 i L -GB > \•�.- s� 1 .. � 09 rn ,. n °• o 0 1 44.78 '43.91 ° \ FS 44.78 0� 40. g3°f°`� FS 1, ., o 0 44.27 �\ o A. 3 \ --- - s o 41,04 Pw ��d\ 43.43 I 43. 43.67 MH ?2.9i L TOW 50.79 FL -GB FS INV t 44.28 /� TOW 49,75 , FS GB r '� : o - - w 4L27 TC o _ 43.80 .83 TOF43.46 �\:. G a 1 FS \ TOF42.42.U' \ .0 43.2 °�� I TG o\ wo o� o - o L=37.04 L=45.91 TC`�-_..43.86 \ „ .. 44.58 TOW 50:27 s s v Y+ L_g1.03 41.29 7 40.84 22.47 _..� ` ,,. . �, FS ._ TO 42.94 o cP ---'o G o i ..1.51 T TC ELEV 3 TG TC ELEV 4 .01 TC TC '"-_ TC NG �1T 3ELEV 3 o :: �o `,.,� `'44.63 1 ° N �6'c9a ,,, _- '6F m - 41,65 41.5: I :C 3 I:N 39.58 TC INV 38.46 1 i�" 40.9. t 4�C87 L, Q FS °o �O�O L=78 891 TC99 V 4 TC \�T� >o opo a - _ 43.79 46.49 N� 44.75 `� ° �� " N �- ° o -- o 42.24 MH ly TG TC ELEV 3 TC IN `39 38 T3 0 FH �..''-.,....�..� TC r7��° _ � EX VALLEY GUTTER L= p3 42.38 TC oa _ T - i 44.34 TC13 4q.p8 43.57 L=87.78 L=63139 42.5 4248 42.45 TTG V rn - RONOA CVW DP NO 35 EWER AIN L=2.21 TC28 41.06 ` 50 3 TOG 41.79 TC TC \ FC INV 39.81 TC I 42.59 TC T - � 44.30 C 43.40 3.28 TG TC EL TC - 41.94 INV 39:00 1 TC TCI TC TC 1 =36 69 °\ TC91 43.7 - "_85 RQ TC TC 3 NY 40.41 EL 42.95 NV 40.15 3 TOG 8 TC I C TC L=13.28 44.59 �� Fo L=27.�6 TC 43. NQq _ TC ` INV 3 L=81.47 1 L=83:45 0\° 44.34 FS h _ Z TC 43.73 - 42.32 4� - - -_ 1 4' TC - - - °\°. r z�� TC --__ - ' - - EX 8" DIP WATER MAIN �n ° 'moi "' EX 8" VCP SEWER MAIN CVWD DWG NO 35416 v EX VAL EY GUTTER ---- 42.45 ` ° °\° /N� h 45.11 ' q93 l - TC G \ o °\° �n FS % • 3 tr o CVWD DWG NO 35432 42.85FS' CID 4 1 / 3.31 TOG 43. TC 42.82 42.67,Mf / t' o L 76.75 C INV 40.81 43.00 b FS �' ti o i 42.68 45.25 45.48 / �o\ ) TC TC =52.16 Nj o ^ ° 42.48 % FS 42.07 \ FS / FS ° L TOW 49.73 ory o 43.18 FS 42.48 l FL -GB RJLJI 81.39 _ \\ °\ ' ` TOF 41.74' �0 42.98 r, 7 FS 42.57 / f / 44.70 _ -- � / o '' H 4 A" °\° / FS 42.14 TOF 44.27 o N o I � � o / FS FL -GB 1 TO 49.69 42.98 FL -GB 20 42.68 T FS TOF 42.36 ° o FS T 42.64 TOW 48.66 ° FS q� FL -GB 20 43.18 / TOF 41.33 � 44.70 / TOW 50.53 ° °\° 43.91 / NV : FS 49 0 ° \/o FS o� /? FS f Sp TOF 43.20 °\ f / /. S �^ M' co} a FS / 3/ O f 43.41 o / h �/F328 N, 44.84 � r FS FS 45.08 / ° FS o ° 0 43.55 43.01 ° FS ° 1.10 44.68 / \° ' �io I \ M � y / °\ •o FS FS �1 1. o 44.32 / N 0 '` p �� 45A8 43.92 • TOW 50.20 44.28 \° 43.27 Q j� 44.23 FS` INV o O 42.40 45.85 o°\ TOF 42:87 ° FS �� FS 110 FS / 42.90 0 �/ CJ UNDERGROUND SERVICE ALERT 45.20 ` >; °\ 41.84 �0 FS 0 a 109 / 20 43.27 CALL TOLL FREE HP / 43,52 \° ' ° 44.23 0 = FL -GB o HP 45.85 107 � / o� \° a, O INV % °� o f ; \ 42.90 o\° // Q 45.13 44.'17 o a 106 FS O �o 0° 44.17 fZ FS FL-GBh�, °\ FSO o°� -L-GB474 Q UO 44.68 / 42.30 r 43.77 _ / O TOG 43.10 ' 0 20 30 40 60 Ioo 811 i 5 �� / n FS SCALE; 1"=20' 2 WORKING DAYS BEFORE YOU DIG SEE SHIER \\\ (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED LOT 93 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE DELETED MAT SLAB REQUIREMENT SHOWN ON THE RECORDS EXAMINED ARE INDICATED p ELEV. 27.941 (NAVD 29) THE OWNER, BY ACCEPTING THESE PLANS OR . PRECISEGRADING LAN PERMIT AND/OR AGRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION WITH THEIR APPROXIMATE LOCATION AND EXTENTSOF ESS/ W AT S O �\ 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR REVISED LOT 91 UNIT TYPE, ADDED COURTYARD DRAINAGE P w w�'q� ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT - q WING WALL. 2.0 MILES S. REVISED REAR LOT LINE OF LOTS 94 & 95 Q A� T F CML ENGINEERING • LAND PLANNING AMENDMENT NO. 2 TRACT 31681-3 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD 4 �<U Q c}�: `G ALONG JACKSON ST. FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES AA O GI 83-793 P A 922 SUR 5 REVISED LOTS 94 & 95 UNIT TYPES &ADDED DETAILS //)) Z NBIa, ca e2z03 Hwv.111. THEN z.o ®ALES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING O FSTRUCTURES NOT REPORTED TO T _ '� Z PH: (760) 275-1553 W. ALONG AVE. 50, 45 EI. LOTS 90-95 UTILITIES OR STRUCTURES NOT REPORTED TO THE C7 Fll HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS REVISED LOTS 9Q 92, & 93 UNIT TYPE$i W m WEST OF MADISON ST. UNDERSIGNED, NOT INDICATED R SHOWN ON THE No. 26662 EXAMINED.. THE CONTRACTOR IS REQUIRED TO TAKE DUE _ = K 17 ARISING AFTER COUNTY APPROVAL EE DURING PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED EXP. 3-31-22 AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL TO TAKE DUE PRECAUTIONARY MEASURES TO BRY�ANA CKINNEY, P.E. RCE NO. 49418 � 7�T iC STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER s 3E RESPONSIBLE FOR THE DETERMfl�IflVG AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND ATTHE Tq CIVIL �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. 1OF 6 SH7S. STRUCTURES CONCERNED BEFORE STARTING WORK ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE �1Z. 1 SCALE: 'LANS FOR APPROVAL BY THE COUNTY. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP.DATE 9/30/22 DATE: 1 OF CAI- FOR: W.O. FILE NO: . STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE:To u -,,- 0 0 0 SCALE AS SHOWN DRAIN DRAINAGE CONSTRUCTION NOTES -.�'' 8"NYLOPL20 TED RATE „---' .m-�,.,. _ W/ STD. H-20 RATED GRATE SEE PLAN: SEE PLAN ° OG ...: 0.5% MIN. ..,... 1 INSTALL 4 PVC SCHEDULE 40 PIPE, MIN. l% SLOPE OR PER PLAN . INSTALL NDS PART NO, 13 ROUND GRATE IN GRASS AREAS OR NDS PART N0.75 ATRIUM GRATE IN "PLANTER AREAS, OR APPROVED EQUAL - 6" 6" 4"PVC SCR 40 CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET ® INSTALL 4" CAP 5 EQ 0 INSTALL NDS PART NO. 920B SQUARE GRATE, OR APPROVED UAL - 8"X4"PVC -INV REDUCING TEE 3/8" TO 3/4" WASHED ROCK .. _..... - GEOTEXTILE FABRIC 4 BUBBLER BOX DETAIL _--- _ _NTSrv_ 4446.. _.._-_..__.... _ -_ _ _._ _ _- _ . FL 44.42 _ FL Z L=94.66 '----4-4.61 FL 43.92 GRADE -TO DRAIN (TYP. ALL LOTS) Ft ` TOW 51.21 LOT LINE PER LLA 2020-0016, 44.58 TOF 43.88 REC. O.R. ocp s >,6 L-4,84 FL L=94-66 0 o L=94.66 44-05 43,41 / FL FL INV MIN 2.0" BELOW CONCRETE OR APPROVED FOR PERMITTING : PLANNING AND ZONING COMPLIANCE +4" AREA DRAIN .i \ * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB 2 1:Y2.w r� /0 2 AREA TO BE 0.40' BELOW PAD ELEVATION - �% � � ��I 3� 1 I (0.83 CONCRETE SLAB OVER 0.17 SAND). A OR GA DATE CHER] FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA 5TH SUBSTITUTE MYLAR _ 4Y THIS MYLAR, IS IDENTICAL TO THE MYLAR"^- APPROVED BY THE CITY ENGINEER ON 1/5/21 EXCEP,T._FOR THE REVISIONS _.,. --- .-- NOTED HEREON. FE 8,, W 26612 NOTE: A 3.0' SIDE YARD SETBACK WILL BE - ` ` GRADE TO DRAIN (TYP. ALL LOTS) MAINTAINED FOR MECHANICAL EQUIPMENT. ---- _ -` 41,71 40.63 _ -FL FL 42.08 42.66 41.99 FL 41:50 42.57 FL FL FL L=81.67 43.08 FL L=83.05 0 FL L=81.00 O 0 cS° N so 2i•� o 0 0 o° �w TOW 48.12 TOF 40.13 o TOW 48.33 TOW 48 2 TOF 41,00 \\Z TOF 41.4 p 41.87 TOW 49.38 s° FL 5 2 p TOW 50.79 p 2, 1 Q� 20 I OF 43.46 s° M TOW 49.75 TOF 4205 \\�� 2 0 " so° O o o TOF 42-42 O o 42,27 \\� 45.63 0 44.77 0° 2 0° p o 42.87 i FL FS63 FS 44.77. 45.57 FL �� o � O 'sd43.27 42.85 - � FL 5 � 2 0 TOW 50.27 6 a FL FL o FL o FS o 2 TOF 42.94 FL $2 5 t so FL 27 45.08 '\0 44.1816 FS FL 43.83 p Q FS s\ FS 6 ° 5,63 45.73 43,68 0° 43.83 s 42.50 :- 96 / 45.15 0� 10 FL �\ ° ` FS �� HP S 44.90 FS 45.00 FS o° 43.10 ° 90 HP HP 44,27 43.50 s HP 5 PLAN 24R a 95 O FL \ 45.23 0 91 PE=442.80 HP ° A/C PAD Q 45.63 F5S55 p �o° 2 PLAN 24B R O / ` p� Fs a oas27 ° PLAN 24R TYP. 42.50 FF=443.40 / �II- I] FS o PE_445.30 45.65 0 45.23 45.23 i FL PE_443.40 HP p� FF -445.90 FS s 94 FS o \' FF -444.00 _ 45.00 0 \o° FS PLAN 22C ' p 93 0 92 1 43.10 p� I-1 HIP 0 45,5 ` HP FS 45:53 45.73 so\� PE=444.80 �'o\ o PLAN 26R Q „ PLAN 24 �o,\ HP 43.75 s FS 5 Fs 4s.8o FF=445.40 45.13 r \ PE=444.30 �� "P PE=443.80 a 5 443.65 FS ' O TG 45.51 2 ° TG 0 IN \ NV 45.27 ` 45.23 FS 5 TG 44.60 FF=444.90 44.00 FF=444.40 0 (�. 2 443,3 rG o Fg47 \ aprn FS 1� FS D NV042.9 41.58 s HP •` P, \ 5 op p TG1 p° sp� •p° 0`L INV o -� O o Wo O.. \�° 1 GF=443.40 s� 43.50 0° 43.75 p 0 45.55 p 45.73 ' a� 2 NV 0 1 HP < HP 1 4327 ° FS o 2 45.28 FL -GB TOW 49.38 0 sQ FS 44.58 \sp 4 FS 1 s.o FS � m 1 \�,, 5 \ 43.38 42. O°O ° O� \ O TOF 42.05 443.35 2 Fg FL_G IJ N° 45.47 FL -GB �� 44.77 2 44.77 ` 44.50' 0 1 45.73 FL -GB o 0 •y 45.47 F5 45.1 � FL -GB O 5 Q 43.75 s°� FS FS � � � HP 1.33 0 44.00 0 FS 45.18 �' Q s s\ 45,23 HP a ( /) %.(:p C/ \ TOW 50:91 F5 h 0 43.34 0° o>o\ \ TOF 43.58 of INV 45.05 FS 43.01 �o `F44.91 i' ` wo INV5TG44.60. TOW 51.21 o INV 43.30 p 43.01 oy \ r > 1 Q \ ? 44.58 TOF 43.88 o ° FS r 44.9 sp o (31- 443.80 �o� 42.5 1 ° FS o\ ,� VONgl°> r FS o TOW 49.75 43.78 o FL- . B 1_` 41`: R9 - ° 109OW 4$.820 FL -GB � d J . \� TOF 42.42 F 43.38 � 44.66 INV 45.28 �\ 44.9 43.2 S �\ TOF 41.49 FL ` ® ioa ° •�j 1 FS \ 1 FL- 0 GF=444.3Q FL -G6 T I 44 110 FS \ 45.07 \ 44.28 s' . 12.39 \ 0 0 FS i 44.28 FS o \ 43.78 u° FS 43:68 43.55 N \ N TOW 50.27 i FL -GB FS i L=60.33 w l -1 \ ©... Z .4F4S.78 or �, 1g _, w c's'•��w oa . 43:1r4&41f\ 3S 4i1�\1t sTOW 507FL-GB 43.0 T 43.68564 , 0� p - _ v n 44.58 ` ' � o� FL -GB a ° L`2247 _:.._ o� FS r' $ lap 6 s Y C o 41.53 41.51 -, TC 3 0 '44.63 �� m 41.65 TC INV 41._ 3 43.87 N ° . • 1 ° + �9° P° 1 .- N °.. ---'_`9 - ° L -T8 INV4 V 3. .89 4 TG 39 38 LE TC Tc .1.99 \ MH TC TC Lc z> FS Oji ` w 43.79 46.48 N� 44.75 rn o v - 2 TYPICAL PLANTER DRAIN O . NTS L GF=442.80 U\ 42.27 FL -GB f Q 42.78 FS o s \� s •so v 42.55 FS� ° 42.41 � 42.38 41':41 \ FS s X93°I°' ' TOW 48:33 \ 4, 42.7$ TOF 41,100 FS \ . 42:14 � F FS a 42.00 ' N5 \ FS ' 41.80 - - --- '{ •moo° s Q ° =37.04 L=45.91 41.29 41.1141.04 40.97 TC 40.84 TC TC TC TC�1 TC 43.70 FS ¢° _ .- 1 - - L_16: 42.31 - _ - - - T �a I EX VALLEY UTE�' 4 - FH GTR 2.42 TC ' TC RONDA EX 8" V P SEWER AIN 41.28 43.57 L=87.78 L-63 39 42.55 42 48 w L=2.21 �J° CVWD D (i NO 35 31 TC 41.06 \\ ° 42.45 _--- - TOG 41.79 / TC 34 TC13 TC OS TC I 41050 43:40 •., 42.71 TC T -C - - INV 39.00 TC IC -2-1 � T-6- 4 4.30 43.28 TC 43.91 ,O`\ TC TC 3 TG CEL - V 42.95 TC TC 1 L.36.69 yo' L: ;` TC 43.79 �` 85 RO/v _ I TC o° 42 TC / �6\" INV 40;4Y 42.28 L=13.2$ 44.5944° a 2'76 TC 43. OA `_' - TC C L=81.47 U °1 44.34 FS _ ' _ -. <o ;` L,7 91 TC 43.73 - �� - 1 42.32 °\° i TC _. I -_ TC 4 __.. .. �" \° 2R TC62 - EX 8'' DIP WATER MAIN " EX ALLEY GU_1 EX 8 VCP SEWER MAIN CVWD DWG NO 35416 I O 42.85 42..6 O ° TOG 4 81 ° FS O O f p CVWD DWG NO 35432 10 � � - L \° 42.67. 0 3.31 TC m - TC L-37, f: o ._. INV3 .52,. �ry o M' a\ ,,. FS L❑ TOG 43. __ �� TC C /� _h 1 \ FS 3`\ , ti o / 42.68 45.25 45.48 ° 76.75 C INV 40.81 , TCOO TC I =52.16 `ry ° ti° ry' 64j / FS L o 43.01 2� oy ^ I ° ! i 42.07 42.48 L-181.39 \° °\o _ _. .--- �y. ° ' ' _ 43.18 FS / FL -GB 1 °\ FS 43.41 T F 41 4 1 42.98 TOW 50.93 o\ rn I _ �_... ? M - / 4`\ � 1 FL -GB 44,70 o H N � --- ro FS g3° , 44.97 f y o �. TOW 49,69 / ° FS 42.98 42.14 42.68 T u TOF 44.27 / JO FS FL -GB 45.48 °\° / y "_ w � ,. � "z 43 55 � 43-78 L FL -GB 2° ^ __. __ � .` 2 0 • TOF42-3fi /� FS` o - \o FS T FS m' 43.5\ FS FS �° 42.64 1 43.18 / TOW 48.66 °o ° ° , °\ co 43.91 "� `O � 2f 0 i �0 % 44.70 Ste/ TOW 50,53FS FL -GB TOF 41.33 ° ro\° /4/ / FS 45.85 / FS FS 9g% 43.27 �I ^ o \° , S' 1 T 51. {// ^y ry1 7 44 05 J 44.28 / FS FF 45.08 FS FS h 43.77 0\ Oo 44.97 ° FS o 1:10 44,68 / °\° o\° / ^ f ^ FS 0.20 jh O r jj FS � NV ^ j 43.77 FS o 4423 0A °' p �0j FL -GB o 44.32 FIL G. FS 1 40.40„ j 41.84 ° FS ` 44.28 f 42:40 Q 45.85 45.08 o �° 43.92 TOW 50.20 FS 1 p g,0 o INV, TOG 4 .00 0\° HP FS FS os TOF 42.87 1 0 42.90 INV 41 0 Oy1 UNDERGROUND SERVICE ALERT 45.20 O / ^ p°\. 109 Q HP c O 42 90 O' CALL TOLL FREE HP 1.07 - O \0 4230,-,\ Q O f 0�p oae ro '°\0 FS /mo o\° 1 Q 45.13 44.17 ` / O .� O 44.15. IN or 43.52 HP 00 106 FS Vo d /. o� 44,17 FS - FL -GB.: /o' /y �%.. FS 43.27 70' FSO - " c O' ° FL -GB 44.68 ' / FS 44.03 FL -G6 co °\° / 811 o\�/ 10 43,50 ^1= T o 42.74 '0 TOG 44:01 O OG 43.10 o zo so <o so 00 � S, �,. �� ?n _ f( FS �� i u[� as 7q / 2 WORKING DAYS BEFORE YOU DIG SEE 3 I I 1 I E Eu 1-1 1 1 SCALE: 1" = 20' �JJIII��LLLL��JJJJ LJ LJ 111�� ---::JJJ (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED LOT 93 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: -WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70. NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED DELETED MAT SLAB REQUIREMENT ESS Q. C ELEV.2HIS (NAVD 29) PRECISE GRADING PLAN PERMIT ANDIORA GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SOF .j Is,� p S� O� p'� J� �J 1�J �;Jv 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. REVISED LCT 91 UNIT TYPE, ADDED COURTYARD DRAINAGE F q ON CANAL BRIDGE S.E. FOR THE OWNER BY ACCEPTING THESE PLANS OR O �jJ l PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT Q WING WALL 2,0MILES S. THE PRIVATE ENGINEER SIGNING THESE PLANS REVISED REAR LOT LINE OF LOTS 94& 95 y T 2 CIVIL ENGINEERING • LAND PLANNING co _ AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD 4 �� O s,. GT 83-793 PACIRCA SUR ALONG JACKSON ST. FROM AMENDMENT NO. 2 TRACT 316H1 3 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES REVISED LOTS 94 & 95 UNIT TYPES & ADDED DETAILS' co v � IND10, CA 92203 HWY. 111. THEN 2.0 MILES Q 95 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND -_--- U, "I m PH: (760) 275-1553 W. ALONG AVE. 50,45 Fr. LOTS "U�"`J HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON �j "' W m WEST OF MADISON ST. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUENo. 26662 ;D ARISING AFTER COUNTY APPROVAL OR DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED AND 18' S. OF AVE. 50. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYA MCKINNEY, P.E. RCE -NO. 49418 •y^C EXP. 3-31-22 1[" CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN CITY ENGINEER ��• CIVIb �P c FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND THE q PREPARED BY: LLOYD W. WATSON R.C.E, NO. 26662 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. OF 6 SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL OWNERS THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE z/g_ /21 OF F SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STO NOTIFY TRUCTURES ND BEFORE STAR OR REVISIONS EXP. DATE 9/30122 DATE: CALF �� FOR: W.O. FILE NO: STRUCTURES CONCERNED:BEFORE STARTING WORK. ENGINEER - DATE: 6 SCALE AS SHOWN Gaoat_ 000� DRAINAGE CONSTRUCTION NOTES 1D INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1% SLOPE OR PER PLAN 22) INSTALL NOS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN PLANTER AREAS, OR APPROVED EQUAL Q CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET ® INSTALL 4" CAP 0 INSTALL NDS PART NO. 9208 SQUARE GRATE, OR APPROVED EQUAL W W w INOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL PN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCLON THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 8"X4" REDUCING PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED TO HOLD 8" NYLOPLAST INLINE DRAIN W/ STD. H-20 RATED GRATE PVC SCH. 40 � 3/8' TO 3/4' WASHED ROCK GEOTEXTILE FABRIC 4TH SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 11/2/2020 EXCEPT FOR THE REVIS NOTED HEREON. f LOT 93 UNIT TYPE ) MAT SLAB REQUIREMENT LOT 91 UNIT TYPE. ADDED COURTYARD DRAINAGE REVISIONS SEAL - CITY I APPROVED BY THE CITY OF LA QUINTA _6� -00 BRYAN MdRfNNEY, P.E. RCE NO.49418 CITY ENGINEER ./ EXP. DATE 9/30/22 DATE: * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.63 CONCRETE SLAB OVER 0.17 SAND). EMSANG GOLF CORSE APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE fox k oz* of a Zo21 UUA4" I 1/5r/2-0 Zr RTEGA DATE CHERI FLORES I DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA GRADE TO DRAIN (TYP. ALL LOTS) SEAL - ENGINEER BENCHMARK: BM N P.D. IN -70 ��GG 109-70 1.961 LED(NAVD SO R) Q1w. ESS/p�, W w )M1) uu LS l(,IY IS LS i�1 IN LL�I ON S.E. `9 ON CANAL BRIDGE S.E. 44O JO WT 7 F CIML ENGINEERING LAND PLANNING WING WALL. z0 Maes S. ti� O `pa 46-]35 Y£RBENA ROAp ALONG JACKSON ST FROM 0 y z PALN OESE'" CA 9]%0 HWY. 111. THEN 2.0 MaES PN: (]60)3]5-1555 W. ALONG AVE. 50. 45 FT. W XP 2672 R' WEST OF MADISON ST. \TY E%P.331-22 j} AND IB S. OF AVE. W. SCALE: 1" - 20' ( IN FEET) IN THE CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN FOR AMENDMENT NO. 2 TRACT 31681-3 LOTS 90-95 BY: LLOYD W. WATSON R.C.E. NO. 26662 1 IN THE SE & SW 1/4 OF SECTION 27, T.B.S., R.7.E., S.B.M. � SCALE FOR: WO. FILE NO - : DATE '. / LE, As SHOWN sHowN ml SHEET NO: 3 DRAINAGE CONSTRUCTION NOTES iD INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1% SLOPE OR PER PLAN 02 INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN PLANTER AREAS, OR APPROVED EQUAL (2) CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET ® INSTALL 4- CAP Q INSTALL NDS PART NO. 9208 SQUARE GRATE, OR APPROVED EQUAL m W T i W isms 00 NOTE: WORK CONTAINED WITHIN THESE BANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED, THE PRIVATE ENGINEER SIGNING THESE PIANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTNTHE DESIGN OFSCRE HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL CONSTRUCTION THE PRIVATE ENGINEEHE SHALL SNALL 3EEll BLE FOR THE D ERMMMG A ACCCEPTABLEPTABLE SOLUTION REVISING EVISNG THE PLAN 24 COURTYARD DRAIN DRAINAGE AREA 2,432 S.F. Q=0.113 C.F.S. (2 INCHES PER HOUR) 4- PIPE @ 1%: Q=0.25 C.F.S. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED \RMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OI NDERGROUND UTILITIES OR STRICTURES NOT REPORTED TO E UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORD EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR tUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURE FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK BUBBLER BOX DETAIL NTS AND TO HOLD AGES ROUND ED TO THE M ON THE 0 CH SELED SQUARE .IS REQUIRED S TO 'SHOWN AND a sITeKTm MARK B` :s° SOR 1D61EhAALONG ENGIN 3RD SUBSTITUTE MYLAR 1PPROVED BY THE CITY ENGINEER ON 1/31!19 EXCEPT FOR THE REVIS IOTED HEREON. REVISED LOT 93 UNIT TYPE 91 UNIT TYPE. ADDED REVISIONS 0 SEAL - CITY I APPROVED BY THE CITY OF LA QUINTA 6RYNV MCIUNN Y E , P.E. RCE NO. 49418 CITY ENGINEER DATE ',IIII EXP. DATE 9!30/12 DATE: �� W SEAL - ENGINEER No. 26662 EXP. &31-22 NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). BUILDING OFFICIAL CITY OF LA QUINTA EASANG GOLF COURSE GRADE TO DRAIN (TYP. ALL LOTS) NO. 28682 �� scuE. DATE:( SCALE AS SHCWN &Axi � /�/I.CHERI T DATE PLANNING MANAGER SCALE: V-20' ( IN FEET ) IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: PRECISE GRADING PLAN FOR 3 AMENDMENT 3 NO. TRACT 31681-3 LOTS 90-95 IN THE SE 8 SW 1/4 OF SECTION 27, T.B.S., R.7.E., S.B.M. I S SHTS. W.O. FILE NO: -0030 C ��'109 ELEV. 27 �l (NAVID YP.D. 10970 0 CH SELED SQUARE vqv ON GANAL BRIDGE S.EG • LWING WALL 2.0 MILES S 1D61EhAALONG JACKSON ST. FROMESFRi, CA HWY. 111. THEN 2.0 M0.ES 160) 218-15ii W. ALONG AVE. 50.45 Ff. WEST OF MADISON ST. AND IT S. OF AVE W. NO. 28682 �� scuE. DATE:( SCALE AS SHCWN &Axi � /�/I.CHERI T DATE PLANNING MANAGER SCALE: V-20' ( IN FEET ) IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: PRECISE GRADING PLAN FOR 3 AMENDMENT 3 NO. TRACT 31681-3 LOTS 90-95 IN THE SE 8 SW 1/4 OF SECTION 27, T.B.S., R.7.E., S.B.M. I S SHTS. W.O. FILE NO: -0030 APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE 44.53 p 2ND SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 9/3/2015 EXCEPT FOR THE REVISIONS NOTED HEREON.Q¢oFessioN 9� � J m No.26662 A EXP. 3.31-20 {r CIVVI OF CAl1 E 1 -&5 NE4T MH * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). '� lyf,/Vj 1156�j JAMES WIATRAK DATE BUILDING OFFICIAL CITY OF LA QUINTA GRADE TO DRAIN (TYP. ALL LOTS) — — r....ir%n-- 1w- — t�� 3i I CHERI FLORES DATE PLANNING MANAGER CITY OF LA QUINTA 41.71 SCALE: V = 20' ( IN FEET) 40.63 NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE REVISED LOT 93 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED DELETED MAT SLAB REQUIREMENT S p/�f7 n W w o l s O m �� I�� E R� � 2 u BM # P,D. 109-70 U PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. Q�OFE J� '9 109-7 CHISELED SQUARE ON CANAL ON CANAL BRIDGE S.E. FOR ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT W . Q �� %` f� CIVIL ENGINEERING • LAND PLANNING WING WALL.2.OMILESS. AMENDMENT NO. 2 TRACT 31681-3 3 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �� O SO 48-725 VERBENA ROAD ALONG JACKSON ST. FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES v� v _ r Z Z PALM DESERT, CA 92260 HWY. 111. THEN 2.0 MILES LOTS 90 95 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE m PH: (760) 275-1553 W. ALONG AVE. 50, 45 FT. HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE No. 26662 m WEST OF MADISON ST. AND 18' S. OF AVE. 50. ARISING AFTER COUNTY APPROVAL OR DURING PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO BRYA MCKINNEY. P.E. RCE NO.49418 EXP. 3-31-20 CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE DATE CITY ENGINEER `r> CIVIL �Q 9 PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR MARK BY DATE REVISIONS APPR EXP. DATE 9/30/20 DATE: / — I� OF CAI r / ) SCALE: FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER (�/(��/ DATE: / SCALE AS SHOWN "\\\ LOT LINE ADJUSTED PER LLA 2017-002 \\\ 1 [ 1N !Oft p,, O/Z.L64 OI II %OZ n y^, - / RECORDED 912112017, \\\ EX 24" CCP STORM DRAIN "^7" ""`�` /S�� 2 / NOTE: PER INSTRUMENT 2017-0392729, O.R.\\\� RTEGA DATE CHER) FLORES BUILDING OFFICIAL PLANNING MANAGER A 3.0' SIDE YARD SETBACK WILL BE 42 38 \ \ 42,42 CITY OF LA QUINTA CITY OF LA QUINTA MAINTAINED FOR MECHANICAL EQUIPMENT. TOW418.5 53 FL-GB \ FL 43.67 \ L=aa.1 FL NOTE: a 30 30 10 W 100 Q, 24. ' \ \\ A 3.0' SIDE YARD SETBACK WILL BE MISTING GOLF COURSE I RSE TOW 48.53 0.50% °' \ [; MAINTAINED FOR MECHANICAL EQUIPMENT- o' I IU Nl LFII- l�Ji UIN JI�LS TOF 41.87o' ❑ 1 N \\\ >0J6 SCALE: 1•-20• L7-J97.40 42.24 0.50% 42.70 0 \\\ I w FEET) FL 42.38 HP 4255 \\\\ 0.5%MIN FL 43.92 PLAN 26 COURTYARD DRAINAGE * NOTE: Cr \ EX 20' DRAINAGE EASEMENT MAT SLAB FOUNDATION REQUIRED. SLAB � 336 FL 44.22 DRAINAGE AREA: 3,657 S.F. FL Q=0.169 C.F.S. (2 INCHES PER HOUR) AREA TO BE 0.40' BELOW PAD ELEVATION 42.39 \\\No 0 4" PIPE a 1%: Q=0.25 C.F.S. (0.83 CONCRETE SLAB OVER 0.17 SAND). 42.98 2\ FS \\\'1` o ` GRADE TO DRAIN (TYP. ALL LOTS) 42.9 98 FS o\ \\\ \ y n L=g2. i6 44.46 44.35 o FL o0 0 FL PE=443.00 GF=443.00 a \ ll Tow 50.50 LOT LINE PER o 0 5TH SUBSTITUTE MYLAR FF=443.60 42'98 TOF 4 .50q' LLA 2020-0016, Z \ ems! THIS MVIS IDENTICAL TO THE MYLAR \\\ � REC. ,O.R. Z L'94.66 FL APPROVED BV THE CITY ENGINEER ON in TOW 49.09 42.38 /° \� 41 7 o' 7/13/20 EXCEPT FOR THE REVISIONS TOF 41.76 FL-GB 5� 41.68 \� TC NOTED HEREON. A/C PAD - ' FS 2 TOW 50.91 TOW 51.21 FIE 50.00 �P" 42.70 __ 3� _ TC \� \ �.t7 TOF 43.58 44.58 TOF 43.88 o w A 41 56 FH FL � � �� 3.76 FL 0_- % 42.67 3 4281 5.06)6 T� \MH ? y MIN L=22445 FL-GB 43.18 FS _ � \ 42.12 0�� 050 /° Q FS .. 5 44.58 FL - 42.81 -FL GF=443.20 42.67 42.90 FS o' 354% HP 11_: - - / \ 45.63 5%MIN 44.67 TOW 49.09 _ - FS n ��\ 0.2� \ o SEE SHEET 3 FOR - FL TOF 41.76 FL _ '� �\ COURTYARD DRAINAGE FL 9 1 DETAILS FS 18 0 �O \ < 28 ® 44 50 2 99 y "'ww 44.17 / HP 9g O � 5 PLAN 24R Ly o FLx5.63 PLAN 26R 44.74 \ PIE 443.20 row 50.17 97 o Fs PE=445.20 Q \a 44.90 FF 3.80 PLAN 24 FF=445.80 (�1J HP r p o PE=444.80 �� ° 45.55 0 95 N q FF=445.40 0�� 45.63 > 59.10' w FS FS 2\\ N6' \ 5 TG \\\ 42.67 �� -s�-� � 1! FL-GB 0- _ 1� x4.50 42.90 - PVE H 44.90 .O 35 ❑ 244.145/\ HP �p 50% � 236 6z1°j 4 .27 \ 1 7 HP �. .55 - F 42.67 L=223 79 I ` h 0.50 / 43.17 4 .31 4 .37 FL 0-5�q- F T Q \ O 0.5°MIN 050/ FL-GB 1' \ O �' 45.47 42.30 43.4 2 TG .1 FS HP FL 7/ HP 43.68 FS F831 13 \ Q 1 TG 2 HP LJ" 43.17 Hp FS 1�% S! o _ TOW 50.17 FL GF=443.70 1I _ 2° <,� - TOP 4250 50.50 `rOOO Fsss " 1 GF=445.20 44.58 05%MIN TOF 42.18 42.69 43.66 0 \ \\11 GF=444.80 �� 45.47 FS 47 45.18 FL GB FL 1 FS \ 44.78 o\ FS o 45.18 FS 100 FS TOW 6.00 FS 5 \ TOF 43.58 "i TOW 88 TOF 3.88 I PLAN 24R ,1 1.21 44.11 44 78 1 OF 43.88 \ TOF 443.88 °® 2° 45. FS PE=443.70 1, FL-GB Fs 44.58 FF=444.30 Q 44.55 931° 44.66 FL-GB N v N� \ FL-GB o 45.08 r .64 \ S A/\ FL \ O 10wo ` FS o 45.08 NOTE: 43.17 073"/P < T T 31 dw� 444144.41 39' �o NV 42.17ELEV 3 \\ FS �� A 3.0' SIDE YARD SETBACK WILL BE FL-GB �� - o 9\ EX VALLEY GUTTER w MAINTAINED FOR MECHANICAL EQUIPMENT. 43.40 - G ❑ 3.38% �' T o v 6'\ L=60.33 \i90 44�i. 2 A 1 43.45 `' <. �° c o �', 9 FS \ 43.17 HP 0�' ��o FL GB �COg m L=76.22 43.43 43.4 43.67 L=22.g1 131° .03 FL 050 /D w TOW 49.36 TC TG TC 3/ u` TO --F4 0, 50°)6�� 43-00 - 43.80 L=29.8 0/6 MIN 0'500/-L 250.06 U❑ TOF 42.03 0 \ 42.84 w TC-----... L=5.64 MH 43.86 O 5�43.90 TOW 49.36 _ -� [�?2 FL 73� S w HP TOF 42.70 TOF 42.03 "MH _ RONDA TC 43.9 4> � _ �� 43.87 �8)s TCB 4 .79 GRADE TO DRAIN (TVP. A OTS) 73. s 0 5 N 43.58 42.88 / C 43.21 TC i EX 8" VCP SEWER MAIN FH ` FL 44.18 2,770/-TC/ �, CVWD DWG NO 35432 ' 44.34 44.13 44,08 \ FS EX 8" DIP WATER MAIN 44.30 1 TC / o CVWD DWG N035416 TC 43.91 L,36.69 � .85 /h Y L=1328 44.59 °� - Lot>>6 TC 43. 101 GF=444.20 44.34 Fs " [.T TC 43.7, PLAN 26 44.18 TC 'g7 TC r PE=444.20 FS 2� 43. TO 5D.03 43.58 TC22MSING GOLF F CURSE 517°6 ry�\ as.1 si3o 1 m TO 2.70 FL-GB FS 43.90 2�. - 43.08 / 45.25 45.48 ❑❑❑ HP FS FS ' �\ 43.58 0 -� 9 43.13 \ o- ��-�� 43.70 TC TOW 50.93 44.70 FL TOW 50.03 0_5�% _22118 DSO% FL-G8 I _ TOF 44.27 43.20 TOF 42.70 O 5°�IN�� FS o'i, Qp.95 FL - ®® 44.00 w i 00' \ 44.70 a 6 050% 442D w 43.21 FL-GB oo 45.85 Ih F84 S / 5 30' HP -e44 43.95 /p TC \ ,F�S/� 44.97 43. FS 43.80 0 5% IN L FL-G 24 \ \ I/ FL-G FL �aP FH /a 6 44.57 44.48 3 ^� 43. 0 T3. N/ UNDERGROUND SERVICE ALERT FS \ ' TC O FSgS B CALL TOLL FREE 102 0' O ,\`.L `�'B TC45.20 as 9 eee r4 44,16 b"'1 G0 O ��' TC/ \ HP 45.85 V FSS Qu� 4 . ^ _ � ��o FS 1%P ro 44.16 co ( 43.66 ( o 2 WORKING DAYS BEFORE YOU DIG SEE S I I 1 1 E EV 5 SEE SHE Elf 5 NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE A SEE REVISED LOT TLLL988 UNIT TYLLLPIIIE AND LD AND 99 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER SEE LLL�� J BENCHMARK: w THE CITY of L4 QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM#P.D. 109]0 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE REVISED LOT 97 UNIT TYPE AND LOT 100 UNIT TYPE ELEV27 l(K-70 n) PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS M(AMINED ARE INDICATED D FESS /pI� 109-70 CHISELED SQUARE ISSUED. AND EXTENT. WITH MERBVACCEPTING THESE PLANS OR WITH WNTHEIR , BY ACCEPTING THESE NAND E(TENT. e� UU��'�qNil! O ON CANAL BRIDGE S.E. FOR A PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BFIT Y ACCEPTING THESE PLPNSOR DELETED MAT SLAB REQUIREMENT p�OOW"/T <6` ENgNEEwNC LAND PLANNING WING wuL. 2.0 MILES S.4 AND PROCEEDINGREESTO SSUMENTSPITY ANDT W AMAGESAB-116 RR9fHA R0.10 AMENDMENT NO. 2 TRACT 31681-3 TTHEPPVASIBLEFRASIGNINGTHESE PUW.S AGREES TOA SSUME LIABILITYESUTINGFRO EXISSIGNED UNDERSIGNEDHSTOASSFOR LIABILITY AND TO HOLD ® REVISED LOT 101 UNIT A Q ,OEYRi, CA 9ZZ60 HWY, i111.TTHEN20 MILESMA RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FORANY DERGROHEREON. INAND THE VEPTABILITCRE THEIESIGN UNDERGROUND UTILITIES OR ICATED RSHO NOT REPORTEDRD RESULTMOR O STTROM CTURES NOT REPORTED TO T _ Z LOTS 84-112 HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NONTRACTOR IS RSHOWN T THEDUERDS UNDERESNED, NOTINDIA ED RE PORTED TO THE REVISED LOT 96 UNIT TYPE AND REAR LOT LINES - J 0yPX: I,.)DS-1553 W. ALONG AVE. SQ 45 FT. UNDERSIGNED, NOT INDICATEDTR SHOWN ON THE T WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL EE DURING RECAU IO. THE CONTRACTOR IS REQUIRED TO TAKE DUE RETARDS EXAMINED. THE CONTRACTOR IS REQUIRED OF LOTS 95 & 96 No. 26662 A AND 18' S. OF AVE. W. BE RESPONSIBLE FORT EEE DETERMINING PRECAUTIONARYANDAMEASURES TO OTHER ES R STRUCIESTURES U TO TAKE DOE PRECAUTIONARY MEASURES H BRYAN CKINNEV, P.E. RCE NO. 49416 * EXP. 331'21 '!} STRUCTURES SHOWN AND IT S OTHER UTILITIES RACTRUCTURES PROTECT THE UTILITIES OR STRUCTURES SFOUN WN AND ACCESPONSEBLEFORTHED REVISING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS ANY OTHERSHN-1- ET HE OR STRUCTURES FOUNDAT THE CITY ENGINEER 9 C/yly ..a�P PREPARED BY LLOYD W. WATSON R.C.E.NO. 26662 IN THE SE&SWI/40F SECTION 27, T.B.S., RIFE., S.B.M. OF 6 SHTS ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHML BE THE CONTRACTORS RESPONSIBILITY MARK BY DATE APPR DATE 7F �1r SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30122 DATE: L Q°Cpl\`- / I�// FOR: W_O. FILE NO: BTRUCTURESCONCERNEDBEFORESTARUNGWORK. ENGINEER I/'✓ PATE: SCALE AS SHOWN LOT LINE ADJUSTED PER LLA 2017-002�- RECORDED 9/21/2017, \\\ EX 24" CCP STORM DRAIN 1 NOTE: PER INSTRUMENT 2017-0392729, O.R. \\\/ A 3.0' SIDE YARD SETBACK WILL BET 42.38 \ 42.42 MAINTAINED FOR MECHANICAL EQUIPMENT. TOW 48.53 FL -GB \ TOF 41.87 � FL 43.67 \\ L=44.10 FL NOTE: _ 24.60` \ A 3.0' SIDE YARD SETBACK WILL BE TOW 48.53 0.5 `'' \\\ L, MAINTAINED FOR MECHANICAL EQUIPMENT. TOF 41.87 _ _ L=:1'27 .40 00 2 42.38 2. 42.24 0.50 l0 4.70 42.55 2 \\\ R 0.5% MI FL - FS \\\ \ \\ EX 20' DRAINAGE EASEMENT 43.92 L\ FL 44.34 33'821 FL 42.39 \\�o� O o 0 2 00 !/ _� FS \ cr v 98 98 -9 FS0 \\\ O Q 3 PLAN 26 i o� \\\ so 0 PE=443.00 GF=443.00 ° \\\ TOW 50.50 TOW 50.91 FF=443.60 42.98 98TOF 42.50 2 TOF 43.58 r TOW 49.09 42.38 0 \� \ 41 47 0 it ' 5.00/0 41.6$ \\ TC 2 o TOF 41.76 FL -GB ---� v A/C PAD i 3.18% FS 50.00' d TYP. w- 41.56 41.83 44.17 � \ 42.70 0=h`_ ., w -FH TC TC \� � FL 3.7b% 42.38 t3- 41.90 \ MH FL 0.50%g 0.50 1 3.00 5.0 TC 42.12 0.55 5% MIN _ � (0).50 224.45 FL -GB 42.67 FS18 FS 81 41.9\ 5 r � FL � �- � 42.81 TG \ O 42.90 G F=443.20 �- � 42.67 FS 3.64% HP /o ° �� - FL 1.50 TOW 49.09 � , 42.32 0.50/0 MIN TOF 41.76 42.30 FL 42.6 �3 43.18 O FS �i� 2� 44 99 -� o \�'w� 44.17 H PLAN 24R !Z o� FL PE=443.20 TOW 50.17 �, 97 FF =443.80 Q TOF 42.18 (P� ��0 PLAN 24 r v PE=444.80 42.24 FF=445.40 91 N) 59.10' , TC FL-GB.670_6�� '_' �0` 44.50 H P90 G � ° 2.36 6.21 ! 42.27 � Pv� HP / L=22 0�� p.50 / 1 1.5% TC 42.67 3.79 FL 43.17 43.31 42.37 26 5 � 0 5o1� i 0.50°/g�� t 0 p Q FL -GB FS TG 13 43.45 435% FS 43.31 �3 Q 43.40 o FS 43.68 43.17 HP FS 15°' P GRADE TO DRAIN (TYP. ALL LOTS) L;9g 02 44.53 FL 44.38 FL O W •s° .P 2' �=9g. p 1 TOW 51.21 TOF 43.88 O s° 0 44.67 ° FL Z 44.67 10 o� FL 0 44.90�- �` HIP P50 0° 5 96 3 PLAN 24R 00 44.74 o\� 44.90 PE=445.20 FL F F=445.80 0 HP FOLDING `s0 DOORS ° o TYP. G F=445.20 1 44.17 44.67 a FL -GB s TOW 50.91 FL -GB � �oo� Q �o° 101-4358 . Q F5S44.67 18 0� Q FL -GB 1� HP00 44 95 APPROVED FOR PERMITTING 1% • TOW 50.03 PLANNING AND ZONING COMPLIANCE 7fl 3 %2020 CHERI FLORES AJ O TEGA DATE BUILDING OFFICIAL 43.20 PLANNING MANAGER CITY OF LA QUINTA FL CITY OF LA QUINTA 0 20 30 40 60 100 SCALE: 1" = 20' ( IN FEET) * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION FL (0.83 CONCRETE SLAB OVER 0.17 SAND). 4TH SUBSTITUTE MYLAR 44.54 FL O N 50, 2i THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 1/31/19 EXCEPT FOR THE REVISIONS NOTED HEREON. pRCFEss, � 2 z K No. 26662 A y'n"kLe"a� i i TOW 50.17 FL GF=443.70 w� 20` O TOW 50.50 ` FS 44.81 ° �- 0.5% TOF 42.18 moo° TOF 42.50 FS ® O ° GF=444.80 0 44.81 Oj cs g o s° FS 0 O° i 3 FS 44.78 °I° o i o 93 � � 5 FS \ 45.18 100 Pv� s� V.3 FS \ TOW 51.21 0 0 1 PLAN 24R 1 TOF 43.88 \ 45. PE=443.70 4 FL -GB FS �°44.74 FF=444.30 I � � FL -GB FS o� FL GB 1 ° � ° FS o 44.55 g3°I� �, a 45.08 42.64 FS �f \ on FS r 44.41 FS 8 - I TG 42.31 �?' ' FS c:) FS c' NOTE: I 1 43.17 0 73% �_ < TG sso 4S N EX VALLEY GUTTER so 4 FL -GB 42.69 , FS O a � ° o A 3.0' SIDE YARD SETBACK WILL BE �- 3.38% c9 o° o A 1 �! u� T rn L=60.33 0° 44.62 �� MAINTAINED FOR MECHANICAL EQUIPMENT. 43.40 G ❑ �� 1 43.45 �' <,3 00° o �a FS HP 0�� -" `�+• FL -GB 70 o m L=76.22 T 5 .03 8 43.43 43.45 �° � L22.91 3°�° TOF 42.70 FL 05��0.50 /o cn TOW 49.36 '� TG TC 43.76 L_ 3 o p6 C' TOF 42.03 0 42.84 �,, 43.00 _._._.,-- _ TC 43.80 29.83 c�0 N L=250. o � - TC --- - L-5.64 M H TC 43.86 0.5%��_ �,, 0.500/0 43.90 TOW 49.36 TC _ - _ TC 43.88 43.92 L�22 4� TOW 50.03 TOF I2 )3 n �- $4HP MH _ Iv RONDA _ TC TC 43.87 \ TOF 42.70 wTC 43.82 43.79 73.43' '" 0.5°/6MIN 43.58 42.88 FL � TC TC / 42.73 FL GRADE TO DRAIN (TYP. A OTS) 43.21 EX 8" VCP SEWER MAIN FH - ►LLQ 44.18 2 �° TC90 / CVWD DWG NO 35432 ` 44.08 1 FS EX 8" DIP WATER MAIN 44.30. TC ' hd CVWD DWG NO 35416 TC L_36.6g TC 91 43.79 L-5.85 101 /44.�34 13.28 L=27 �g TC 43.76 I� I� PLAN 26 G F=444.20 , L,18.91 TD TC 7, 44 43.58 44.18 PE=444.20 FS 43.81 FF=444.80 43.06 TC TO 50.03 43.58 51.7% 00TC / TO 42.70 FL -GB - 20 ° 43.90 43.08 \° M C ❑❑❑ HP 0 50°{o -- 1 0 43.13 �"' TOW 5 .28 00 o� 43.70 TC TOW 50.93 cV 44.70 o TOF .95 6.50% J _---- 0.5 FL -GB i TOF 44.27 44.89 °\° ° �\ FS 221.19 FL -GB 0 50°!0 g5' co _ 44.00 50 `w i �� 44.70 ®® FL -GB 43.21 - �;��' /� �� FS S4 / TC / 44.84 00\° 43.24 i 5?1% FS FS TC 45.48 FH S,/\° 44.57 43.90 / ° 44.48 ��1 43.30 \ TC <Y 45.27 FS � TC FS ° p 1 cp 4138 FS 45.48 r 44.16 ��1 �� O/ �,�D� TC \ \° 0 0� FS TC 4Q \ - 1�0 43.66 Q 44.16 / n� r,`2Tom- SEE smnEE 5 SEE s1'r'EE'T 5 NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED LOT 98 UNIT TYPE AND LOT 99 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER ORI OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED THE THE OWNER X OTHERS AND THOSE Q REVISED LOT 97 UNIT TYPE AND LOT 100 UNIT TYPE (�n(j jA} O j�jj j�j� n� n (\� ELEV. 27.941 (NAVD 29) PRECISE GRADING P LAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED OF ESS/ uu Uti ��J �J�J Ifv (flI II�J 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. O I? �q� 10 CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR Q DELETED MAT SLAB REQUIREMENT W I PROCEEDING WITH IMPROVEMENTS PURSUANT F CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. AMENDMENT NO. 2 TRACT 31681-3 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �U S i-- ALONG JACKSON ST. FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES 4 REVISED LOT 101 UNIT C' 48-725 VERBENA ROAD ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND j � �j Z Z PALL DESERT, CA 92260 HWY. 111. THEN 2.0 MILES LOTS 84-112 THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE (9 m PH: (760) 275-1553 W. ALONG AVE. 50, 45 FT. HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE - 7W m WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED - No. 26662 AND 18'S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYAN INNEY, P.E. RCE NO. 4941 - EXP. 3-31-22 STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER s BE RESPONSIBLE FOR THE DETERMINING AN CIV11 �P FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE /2 q PREPAR D BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPA DATE -% L J'z� SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE CONCERNED OF HE UTIRE LITIES ORING WORK. ENGINEER REVISIONS EXP. DATE 9/30/20 DATE:7/13 CALXI I 2��e DATE: 7 T.l�� SCALE AS SHOWN r77---: W.O. FILE NO: 0017 TOW 50.03 TOF 42.70 0.50fo MIN_______i 43.20 FL _ 0 30' 43.95 0.5°/ AIN FL 43.80 FL EX 8" VCP SEWER MAIN FH - ►LLQ 44.18 2 �° TC90 / CVWD DWG NO 35432 ` 44.08 1 FS EX 8" DIP WATER MAIN 44.30. TC ' hd CVWD DWG NO 35416 TC L_36.6g TC 91 43.79 L-5.85 101 /44.�34 13.28 L=27 �g TC 43.76 I� I� PLAN 26 G F=444.20 , L,18.91 TD TC 7, 44 43.58 44.18 PE=444.20 FS 43.81 FF=444.80 43.06 TC TO 50.03 43.58 51.7% 00TC / TO 42.70 FL -GB - 20 ° 43.90 43.08 \° M C ❑❑❑ HP 0 50°{o -- 1 0 43.13 �"' TOW 5 .28 00 o� 43.70 TC TOW 50.93 cV 44.70 o TOF .95 6.50% J _---- 0.5 FL -GB i TOF 44.27 44.89 °\° ° �\ FS 221.19 FL -GB 0 50°!0 g5' co _ 44.00 50 `w i �� 44.70 ®® FL -GB 43.21 - �;��' /� �� FS S4 / TC / 44.84 00\° 43.24 i 5?1% FS FS TC 45.48 FH S,/\° 44.57 43.90 / ° 44.48 ��1 43.30 \ TC <Y 45.27 FS � TC FS ° p 1 cp 4138 FS 45.48 r 44.16 ��1 �� O/ �,�D� TC \ \° 0 0� FS TC 4Q \ - 1�0 43.66 Q 44.16 / n� r,`2Tom- SEE smnEE 5 SEE s1'r'EE'T 5 NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED LOT 98 UNIT TYPE AND LOT 99 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER ORI OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED THE THE OWNER X OTHERS AND THOSE Q REVISED LOT 97 UNIT TYPE AND LOT 100 UNIT TYPE (�n(j jA} O j�jj j�j� n� n (\� ELEV. 27.941 (NAVD 29) PRECISE GRADING P LAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED OF ESS/ uu Uti ��J �J�J Ifv (flI II�J 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. O I? �q� 10 CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR Q DELETED MAT SLAB REQUIREMENT W I PROCEEDING WITH IMPROVEMENTS PURSUANT F CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. AMENDMENT NO. 2 TRACT 31681-3 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �U S i-- ALONG JACKSON ST. FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES 4 REVISED LOT 101 UNIT C' 48-725 VERBENA ROAD ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND j � �j Z Z PALL DESERT, CA 92260 HWY. 111. THEN 2.0 MILES LOTS 84-112 THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE (9 m PH: (760) 275-1553 W. ALONG AVE. 50, 45 FT. HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE - 7W m WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED - No. 26662 AND 18'S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYAN INNEY, P.E. RCE NO. 4941 - EXP. 3-31-22 STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER s BE RESPONSIBLE FOR THE DETERMINING AN CIV11 �P FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE /2 q PREPAR D BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPA DATE -% L J'z� SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE CONCERNED OF HE UTIRE LITIES ORING WORK. ENGINEER REVISIONS EXP. DATE 9/30/20 DATE:7/13 CALXI I 2��e DATE: 7 T.l�� SCALE AS SHOWN r77---: W.O. FILE NO: 0017 42.12 FL r 42.32 42.30 FL r 42.69 NOTE: A 3.0' SIDE YARD SETBACK WILL BE MAINTAINED FOR MECHANICAL EQUIPMENT. TOW 48.53 TOF 41.87 27 42.24 0.50 /° FL 42.38 0.50% MIN FL - - - TOW 49.09 (N MIN TOF 41.76 v, 59.10' 42.73 FL GRADE TO DRAIN (TYP. A LOTS) 43.21 r; EXISTINGtIC�OLF C�IOURS' 42.38 42.67 LOT LINE ADJUSTED PER LLA 2017-002 \\\ RECORDED 9/21/2017,\\ EX 24" CCP STORM DRAIN 1 PER INSTRUMENT 2017-0392729, O.R. \\\ 42.38 \ \ 42.42 TOW 48.53 FL -GB \ TOF 41.87 FL 43.67 \\ FL 0. 0 ❑❑ ❑ 1 42.70 \ � 42.55 HP FS \\\ \ EX 20' DRAINAGE EASEMENT - 42.39 \\\ 0 0 42.98 Fs o�\\\ 2 0 \\\ GF=443.00 \\\ TOW 50.50 42.98 TOF 42.50 r s \\\ TOF/419.0 42.38FL-G5( /-= 41.68 \\ TC47 A/C PAD 1 3 18% FS ----. TYP. ° = 41.56 42.70 FH TC \\ 3.7600 � 02 [� _ _4.90 O 5`0_ °, � _ 0 :50 1 3:00% 5.0 T \ M H ..•�� 42.67 42.81 �- L_224.45 FL -GB 43.18 FS - 0.50 /° Q FS- 4 .99 GF=44320 42.81 ° T 42.67 ` i 42.90 .° FS 3_ 6�� FL HP 1_5°_� � ,t 43.18 0 O FS 99 7 �w PLAN 24R !Z o0 TOW 50.17 FF=443.80 TOF 42.18 �N� 98 PLAN 26 PE=443.00 FF=443.60 0 5% MIN - S 43.17 FL 0 5% N�IIN TOF 42.18 NOTE: A 3.0' SIDE YARD SETBACK WILL BE MAINTAINED FOR MECHANICAL EQUIPMENT. TOW 50.03 43.17 TOF 42.70 FL 0.5%N--_ 73.43' - 43.58 0 5% PAIN FL TOW 50.03 TOF 42.70 ID5%- 43.20 FL 0.50 / 30, 43.95 0.5% MIN FL 43.80 UNDERGROUND SERVICE ALERT CALL TOLL FREE ORE YO G a 811 1 2 WORKING DAYS BEFORE YOU DIG r 44 43.58 102 42. HP90 ❑ ❑ 1_=223.79 - o. 42.67 N 100 ` PLAN 24R PE=443.70 FF=444.30 1 43.17 FL -GB 43.40 ❑ ❑ HP �0% ---'�� _ 0.50%_0% p,50 /° r L=250.06 ❑ 0 ❑ Cl43.90 TOW 50.03 101 ` PLAN 26 PE=444.20 F F=444.80 ® ®F 44.00 [:I _r_1 L=221.19 f_ 2. 6 6.21 41.27 \ - 1 1 5 / T ► 43.17 43.31 0/0 T .37 26 FL GBFS 43.45 43 31 4-35' NOTE: A 3.0' SIDE YARD SETBACK WILL BE MAINTAINED FOR MECHANICAL EQUIPMENT. ��91HU" a"OL F UUMN 43.92 FL 44.34 APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE chil., ok /17 114� JAMES WIATRAK DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA 0 20 30 40 60 100 67 i 5 v 43.6$ FS s - - HP s FS 1.5/� q 44.95 ° GF=443.70 c9� ZO < 0 TOW 50.50 Fg 44.81 ° `ro TOF 42.50 S ° f =.81 43.68 �� GF FS 4444480 F 44. o \ .78 =\ °I° ° 10FS ° 45.18 TOW 51.21 44.17 1 ° \ 44.78 �0° TOF 43.88 °� 10 45. ° \ FL -GB FS 6'0� 44. FL 4 1 `L FS 44.55 9�°I° �, o 45.08 .64 _0 44.41 ��\ FS 45.08 T 4 .31 10 S 73% _ < T \"��o S 44.41 EX VALLEY GUTTER w \ ° . 0 0 ° 69 S 1. 55 p T j L=60.33 c� � •p -v � � �° �00 44.62 43.58 �37 `9 C o ° m L=7622 ° FL -GB �8 43.43 43.45 Tc 43.76 L=22.9 _ 15'`�'°I TG.. o \ 42.84 w 43w 0 L5.64 MH TC. _..43.80 L-29 83 u�o d TC _ 43.86 o TC -- - - 8 43.92 L,22.47 MH _ _ N RONDA TC _ 43.87 TC 43.82 - TC 43.79 42.88 TC TC EX 8" VCP SEWER MAIN FH - - 7% 42.90 n nn 1n o 44.18 2'7 /'�nni�ninceo� � TC FS EX 8" DIP W/ CVWD DWG SCALE: 1" = 20' ( IN FEET) * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). 3RD SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 3/29/2018 EXCEPT FOR THE REVISIONS NOTED HEREON. Qao�Essi ® o _ �c ti o C7 J m No 26662 A tt y} EXP.3-31-20 {t 46411 s�9� CIVIV P T a�u \ GRADE TO DRAIN (TYP. ALL LOTS) 0 A C=9g 02 44.53 s° o FL 44.38 TOW 50.91 FL 2 TOF 43.58 0 0 w tr° °O L=96 01 44.54 Z 2 TOW 51.21 L 44.17 TOF 43.88 FL 0 0 O cr° •� 0 44.67 ° FL Z �� 5 0 o� p� 44.67 .� o s0 FL ° 0 44.90 44.50 HP / HP � 96 FL PLAN 24R a0 44.74 FL 97 s 44.90 PE=445.20 FL FF=445.80 0 PEIAN 24=444.80 �° <\ HP FOLDING `r0 FF=445.40 � DOORS s° 95 �o ° 3 5 '\0 44.50 Pv� HP 44.17 GF=445.20 1 0 44.67 < FL -GB 0, TOW 50.91 FL -GB 0 TOF 43.58 45.18 .0p S �\ �4145.00 11 G F=444.20 44.18 FS 43.06 TO 50.03 43.58 517% TC TO 2.70 FL -GB I 20, 1.90 _ 43.08 ° TC 0_` �- _� 1 g 43.13 43.70 TC 0.50 FL -GB 50.96 n 0 43.21 TC \ ro�OA° 4 24 FH 44.48 �bo 43 0 FS TC 44.16 FS � 4 .40 _ 1 �o T -- 43.66 44.16 /� A") r.' ITr. SEE SnMEEV 5 I NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED LOT 98 UNIT TYPE AND LOT 99 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED THE THE OWNER X OTHERS AND THOSE REVISED LOT 97 UNIT TYPE AND LOT 100 UNIT TYPE ELEV. 27.941 (NAVD 29) PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED OFESS J p ©� 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. Q Q� �y� ON CANAL BRIDGE S.E. FOR THE OWNER, BY ACCEPTING THESE PLANS OR DELETED MAT SLAB REQUIREMENT PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT Q w �F WING WALL. 2.0 MILES S. THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD %k �2 CIVIL ENGINEERING • LAND PLANNING AMENDMENT NO. 2 TRACT 31681-3 4 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES O O C,� 48-725 VERBENA ROAD ALONG JACKSON ST. FROM Z . ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND - Z PALM DESERT, CA 92260 HWY. 111THEN 2.0 MILES LOTS 84 112 THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE 0 m PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE NO. 26662 m WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED - AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYAN CKINNEY, P.E. RCE NO. 49418 EXP. 3-31-20 {� STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE �� CIV1\- PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 6 SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPRI DATE PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: �- - Cpl\ / % / % SCALE: FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 4 (��/ DATE: SCALE AS SHOWN _ SEE SHEElf 4 w HPTOW 50.03 TOE 42.03 TOF 42.70 NOTE: A 3.0' SIDE YARD SETBACK WILL BE MAINTAINED FOR MECHANICAL EQUIPMENT row 50.03 f F 42.0 NOTE LOT LINE REVISION PER - LLA NO. 2017-0006 RECORDED 12/04(1017 AS INST. NO. 2017-0508644 o5`I°M`N j I EMSINS GULF COURSE 4 102 PLAN 24 PE=444,50 FF=445.10 I 44.20 s HP 0 LFOLDING DO IRS s TVP, 1 '�s 4 103 ' PLAN 25R PE=444.70 FF=445.30 CHIMNEY TYR 101 C�71?:LfF?�7 18 44.48 FS eEi 0 44.16 44.16 F� ,..... F i i 05 i / 44.07 FL -GB TOW' 55 4322 pp, 4425 GF44-70 ossa � s � 44.68 a\ FS 44.07 --<r44.38 TSS \,Q L=127 s aT PAD TYP. 104 PLAN 24 PE=444.90 FF=445.50 42.90 iC 8" DIP WATER MAIN WD DWG NO 35416 It�357 FL / FL GRADE TO DRAIN (TYP. ALL LOTS) 4a m RONDA GF=445.80 105 PLAN 26R PE=445-80 FF=446.40 FH EX B" VCP SEWER MAIN CVWD DWG NO 35432 I e' GUTTER LZiP47 GF=445.50 4 los C PLAN 24R PE=445.50 FF=446.10 43.87ok r4 E. 10'iAll W`lA.a. p AI/�/iO2d T LBUILDING / DATE CHERI FLORES DATE _ FICIAL PLANNING MANAGER - CUINTA CITY OF LA QUINTA ---� \ 44� FS 44 FS 0- 10 Hr O 107 PLAN 24R PE=445.10 Fs93 �� FF=445.70 57 L 44.97 FOLDING FL DOORS- TYP. / I / YL / `L-J.4b GRADE TO DRAIN (TYP. ALL LOTS) NOTE: A 3.0' SIDE YARD SETBACK WILL BE i MAINTAINED FOR MECHANICAL EQUIPMENT. l EMSM8 GOLF COURSE I 43 TC RONDq 1� - L= 5TH SUBSTITUTE MYLAR ,.. DRAINAGE CONSTRUCTION NOTES v THIS MVLAR IS IDENTICAL TO THE MYLAR 10 INSTALL 4"PVC SCHEDULE 40 PIPE, MIN. i%SLOPE OR PER PLAN UNDERGROUND SERVICE ALERT APPROVED BY THE CITU ENGINEER ON s" X4" PVC � NOTE• CALL TOLL FREE 1/31/19 EXCEPT FOR THE REVISIONS REDUCING TEE 2Q INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN oo°OPE r4 NOTED HEREON. �pr�..q� PLANTER AREAS, OR APPROVED EOUAL MAT SLAB FOUNDATION REOUtRED. $LAB o AREA TO BE 0.40' BELOW PAD ELEVATION u� `� 811 ® � � 3l8'T03/4'WASHED ROCK '� P,.� � GEOTEXTILE FABRIC O CONSTRUCT DRAINAGE EMMTTERRUBBLER BOX PER DETAIL oN THIS SHEET pLAN 24 COURTYARD DRAINAGE (0.83 CONCRETE SLAB OVER 0.17 SAND), o m 30 A0 w 100 /Y%�� =p y. c.c a,.� i 4Q INSTALL 4" CAP DRAINAGE AREA: 2.432 S.F. �O' `++"�• BUBBLER BOX DETAIL 0=0.173 C.F.S. (21NCHES PER HOUR) 05 INSTALL NDS PART NO. 92(18 SQUARE GRATE, OR APPROVED EOUAL ��: 7_ � �, 2 WORKNW DAYS BEFORE YW OIG NT$ 4" PIPE � 1 %: Q=0.25 C.F.S. (RI FEET ) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE © REVISED UNIT TYPE FOR LOTS 105, 106, AND 107 SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER DENCHMgRK IN THE CIN OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTNNED WITHIN THERE PLANB SHPLL ALL UNDERGROUND UTILITIES OR STRUCTURE$REPORTEO BV ALL UNDERGROUND UTWTIE3 OR 3TRUCTURES BMpP.D. 10&TO NOT COMMENCE UMIL AN ENCROACHMEM THE OWNER OR OTHERS ANO THOSE SHOWN ON THE RECORD$ REPORTED ev THE OWNER OR OTHERS ANO TH08E REVISED UNIT ON LOT 102, ANO ADJUSTED LOT LINE PERMIT ANdORAGRADING PEPMR NAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE MOIGIED ® '1 ELEV. ]T.WtINAVD29) IsBUED. AND EXTENT. TME OWNER, BV gCCEPTING THESE PLANS OR 'MIH THEIR APPROXIMATE LOGnON ANG ExrENr. V" E�y�� I pl cNlµ BlapGE SE FOR PROCEEDMG WID7IMPROVEMENTS PURSUANT THERETO, THEOWNER. BV ACOEPDNG TIESE PLANS OR BETWEEN LOTS 102&103 Q�OW '9) PIiOCEETIING WITH 9APROVEMENTB PLMSLMNr THE PRNATE ENGINEER SIGNNG THESE RANB AGREES TO A$$UME LV1BILffYAND TO HOLD UNDERSIGNED 1NERETO, AGREEB TO ASSUME LMMUTY ANO TO HqD REVISED LOT 107 FRONT SETBACK T029.00' X0,0 S� 4Lry pL.Ew p010 uaNG JACKSGN ST. FRGM AMENDMENT N0.2 TRACT 31681-3 IS RESPONSIBLE FORASSUPoNG TME HARMLESS FOR ANY DAMAGE$ RESULTING FROM EXISTENOE OF UNGERSIGNED HARMLESS FOR ANY DAMAGES ® J DNL ENGINEERNG � LAUD PLANNNG WING WALL 2.0 MILER S. ACCURACY AND ACCEPTABILITY OF THE OE3IGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO REBULTING FROM EXIBTENCE OF UNDERGROUND ® DELETED MAT SLAB REQUIREMENT �j�� %� Z pµW pLgR1,W yZ2pp HWY. 11i THEN 2.GMILEB HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT MDICATED OR SHOWN ON THE RECORD3 UnLITIES OR STRUCTURES NOT REPORTED TO THE �� w = LOTS B4-112 UNDERSIGNED, NOT INDICATED OR SHOWN ON THE ((((�� (/� i (9 T Rt (TNI) PS -1553 W. ALONG AVE. Sp, 45 Fi. ARISMG AFTER COUNTY APPROVAL ORDWVMIG EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDB E%AA4NED. THE CONTRACTOR IS REIXARED ® REVISED UNIT TYPE FOR LOT 106, ADDED COURTYARD � K N428882 RAI WEBT OF MAp180N ST. PRECAUTIONARY MEASURE$ TO PROTECT THE UTILITES OR * AND 18 S. OF AVE. W. CANBTRUCTION THE PNVAIE ENGINEERSHALL TOTPXE WEPRECAUTIONARVMEPBURES TO DRAINAGE BRYI�I MCKINNEV, P.E, RCE NO.{9418 T� Ef(P. 1J1 -n BE RESPON918LE FOR THE OETERMNING AN STRUCTURES SHOWN AND ANY OTHER UTILRIES OR $TRUCNRES PROTECT THE ununEs GR STRUCTLXEB SHONN NO CITY ENGINEER FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS ANY OTHER UTILRIE80R SRTUCTUREB FOUND ATTHE /� � ACCEPTABLE SOLUDON allo REVISMG THE RESPONSIBILITY TO NOTIFY TME OWNERS OF THE U1ILRIES OR APPR DATE �� `- c1ivA1�L `P -Ztd L1G1J� 9ffE. IT SHALL BE THE CpiTRACTOR$ RESP(MSIBILRV MARK BY DATE 9 PREPARED BV: LLOYD W. WATSON RC.E. NO. 28661 IN THE SE 8 SW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. F s $FITS. PIANS FOR APPROVAL BV THE COINrtV. STRUCTURES CONCERNED BEFORE STARING WORK. TO MOnFY TIE OWNER80F TIE URITES OR REVISIONS IXP. DATE 9/30/12 DATE: 1 LB OF \Y" •�`_/ _ �'�EFOR. W _ STRUCTURES CONCERNm BEFORE STARING WOiU(. ENGINEER _ f'71' o - TOW 50.03 - --- -- TC / SEE SHEEU 4 43.87 - - - - 42.73 / a $q' f w, Olot HP TOF 42.70 -� __- - - JAMES WIA I i } FL / RONDA �, _ 43. BUILDING OI-FICIAL PLANNING MANAGER TC ,AK DATE CHERI FLORES DATE M TC CITY OF LA QUINTA CITY OF LA QUINTA 43.58 7 .4 0 5% N1►N FL 42.88 TC e. FH /43.21 8 44.18 2 77 42.90 i 44 _ .08 _ TC TC / FL r- FS 43 A4.30 TC 1 43.9 A -q EX 8" VCP SEWER MAIN TC t=36 69 =27 TC 43.7 ....l�5.85 --• ``__ T( L=13.28 , 76 TC 43.16 101 I �� CVWD DWG NO 35432 TC 43.73- v 44.34 C-7g - _ ! 44.18 EX 8" DIP WATER MAIN TC 9� TC 43.62 RONDA - - r FS 43.06 CVWD DWG NO 35416 43.81TC TIC 1' TO 50.03 43.58 5.17% TC 3.31 TO 2.70 FL -GB - i L'76.15 C NOTE: 43.90 2_-- " 43.08 A 3.0' SIDE YARD SETBACK WILL BE HP TC �"� 1 o L= 0 50- % 49 / TOW 5 .28 ° M- rno MAINTAINED FOR MECHANICAL EQUIPMENT. 43.58 ❑ 0 ---' 43.13 TOW 50.93 `ti TOF 5 \° 44.70 43.70 --i 0 TC ��' A ��TOF 44.27 44.89 1 0° °\° �o FS FL 0,50% FL -GB I TOW 50.03 ° IN L.=221.19 (,� FL -GB ry� �o .. TOF 42.70 43.20 0--""�--_ _ 0.50% 50.95 FIL r = ® ® 44.00 w� i ��°'4' w� FS 70 S TOF 3.20 B 4 0.50% 44.20 . 1 FL -GB �a 43.21 EX CURB / 44'81 08 45.08 / F -GB - 30' HP TC L 45.27 / FS 43.95 p�o°�° 4 24 EX VALLEY GUTTER �� S710 / FS °\° / FS 43.80 0.5%MIN FL 45.48 co �. NOTE: LOT LINE REVISION PER -� LLA NO. 2017-0006 RECORDED 12/04/2017 AS INST. NO. 2017-0508644 It 43.98 TOW 50.55 FL "-�► TOF 43.22 4' 72 13 Fi 43.84 i 44.48 pI \ 43: 0 FH 44.5 1 90 FS Jry 45 FL -GB / F .bt FS TC C FS cr FS08 0°0 --- ------ PLAN g�, ti �� 45.48 GF=445.10 n PLAN 24 ,�O g p�..p'� ��-� 43- `. °\° 2 PE=444.50 44.16 >�`�' C ° / o FL-FS 44.9 FS FF=445.10 �� 4 ' 6 �/ 1% TC 43.66 " GF=445.50 0 44.16 43.53 4' 2 TC 8 . G F=444.50 FS �� TC T .6 OD fLu 44.48 p �_ 0 44.60 FS 1% ©\° `5232 0\° TIC 45.20 O 1 FL -GB . o c� ° TC ° HP 44.40 �/50'° ° `h �1,\° �° �° 44.80 HP 43.95 0• p°�° wo �? co TOW 50.93 S, ® M'1 TOF 44.27 0\ HP ® FL -GB i 45.78 44.07 `r TOW 51.59 0� 107 ' 1 °�° . / co \° 4 ° FL -GB ti� 1N FS °\° TOF 43.60 �� PLAN 24R o TOW 50.55 r5 p/ 45.18 0 �' �� /` PE=445.10 TOF 43.22 p FL -GB �� \ -� 'IV �o FF=445.70 °\° 44.25 / `� ii 44.80 0 44 `�v /o' 44.20 `�0 GF=444.70 �68 � FS `5 °\° TOW 51.75 45.78 � � �� 45.20 HP / /o 46 HP / CV FS \ \° °' C�� h TOF 43.76 5 • cow O HP 44.57 0` 44.88 / "/ = 45.18 S,FL \ o� 44.6$ G F 445.80FOLDING HP 40 FS 44.07 FS 3 FS51 FL -GB 106 ® DOORS 0 108 `V 4� 4.38 FS 44.5 °\° S' 4 PLAN 22 TYP. �ry 050°I° FOLDING ../' 'cS� �10 FS 44 6 3'S' PE_445.50 I v DOORS 0 0 0 TOW 50.$7 S TYP. 44.49 TOF 43.54 S %°\° FS °\° °\° 1 44.88 FF-446.10 FS f / h� b FL / ,.: �: � h \ 0 8q \ o TOW 51.28 ° TOF 43.95 103 o FS41 0\° ® I TOF 43.28 h\/ 44.08 4 PLAN 25R h4 44.36 1 44.88 o/ FL PE=444.70 p�o\o FL-GB� FS 37 45.50 0° 44.55 = 4 HP �``' �� FL FF 4 5.30 0 �o FL -GB ,no� � / Im 44.17 FL .57 �c2B 3pp. 44.04 �44.11 FL FL 44.19 v 1 FL -GB 44.60 o\° HP 44.40 hp �,r1 p' 44.36 FL h O• TOW 50.87 l L=127.53 GF=4 4.90 0 A/C PAD °°'�/ TYP. �o ho b b 104 � 105 � PLAN 24 0 / ;� 4 PLAN 26R 90 PE=445.80 PE=444. FF=445.50 0 FF=446.40 44.60 45.18 44.37 TOW 51.75 - TOF 43.76 o\° N h by 44.26 44.97 FL / FL GRADE TO DRAIN (TYP. ALL LOTS) L=79.73 h o' 45.07 45.18 45.50 HP .I h 0 0 'n TOW 51.59 44.27 FL L=5.34 44.92 FL o� ^o / TOW 50.53 = TOF 43.20 z Q) 43.72 0 6 65 44.27 FL FL / L=3.45 GRADE TO DRAIN (TYP. ALL LOTS) L�32 38 NOTE: 43.95 A 3.0' SIDE YARD SETBACK WILL BE 44.51 FL MAINTAINED FOR MECHANICAL EQUIPMENT. �l L=�8 32 FL J 44.08 °\° h o' 43.: 43.93 FL FL L=5.28 4TH SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR UNDERGROUND SERVICE ALERT APPROVED BY THE CITY ENGINEER ON *NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB CALL TOLL FREE 9/12/2018 EXCEPT FOR THE REVISIONS ORE yo NOTED HEREON. Qp-FESS, AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). �v G7 100 , T z 0 20 30 40 60 v No. 26662 ® 811 A ' a y} EXP. 331-20 {r Gvl�- P CP CA0 SCALE: 1" = 20' ( IN FEET) 2 WORKING DAYS BEFORE YOU DIG NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED UNIT TYPE FOR LOTS 105, 106, AND 107 SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES EL # P.D. 109-70 REPORTED BY THE OWNER OR OTHERS AND THOSE j��j (r 109-7 CHISELED (NAND U P R EC' S '_ GRADING PLAN NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS SHOWN ON THE RECORDS EXAMINED ARE INDICATED © REVISED UNIT ON LOT 102, AND ADJUSTED LOT LINE OFESS / W W u D �J\`J Lf 109-70 CHISELED SQUARE PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION WITH THEIR APPROXIMATE LOCATION AND EXTENT, ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR THE OWNER, BY ACCEPTING THESE PLANS OR BETWEEN LOTS 102 & 103 Q W 9< ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, WING WALL. 2.0 MILES S. AMENDMENT NO. 2 TRACT 31681-3 PROCEEDING WITH IMPROVEMENTS PURSUANT O '9T CIVIL ENGINEERING • LAND PLANNING REVISED LOT 107 FRONT SETBACK TO 29.00' �v cP ALONG JACKSON ST. FROM THE PRIVATE ENGINEER SIGNING THESE PLANS 5 AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD !.. O � � 48-725 VER�NA ROAD LOTS 84-112 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES co v CA 92260 HWY. 111. THEN 2.0 MILES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND ® DELETED MAT SLAB REQUIREMENT Z PALM DESERT, PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE No. 26662 m WEST OF MADISON ST. HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE AND 18' S. OF AVE. 50. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED BRYAN KINNEY, P.E. RICE NO. 4 �} EXP. 3-31-20 {r PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO CONSTRUCTION THE PRIVATE ENGINEER SHALL PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 6 SHTS. BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER >,4 CIV1�- �P FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE _ ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE REVISIONS APPR DATE EXP. DATE 9/30/20 DATE: 3 QP CALF /�/ % SCALE: FOR:W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR �K/ IKKV/ WDATE: SCALE AS SHOWN STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER APPROVED FOR PERMITTING ZONING COMPLIANCE UNDERGROUND SERVICE ALERT CALL TOLL FREE EF ORE �, 0 O� 811 2 WORKING DAYS BEFORE YOU DIG 3RD SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/09/2017 EXCEPT FOR THE REVISIONS NOTED HEREON. ,tires, A3V1�� d-„ A y CN0. P LwHa d MUM VRPLIF �(OUnQ)J * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). ral. 4.,� 0 20 i IS 7 i 30 40 60 100 SCALE: 1" = 20' ( IN FEET) DATE NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED UNIT TYPE FOR LOTS 105, 106, AND 107 SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE 0 REVISED UNIT ON LOT 102, AND ADJUSTED LOT LINE '� �\\ p�}� nI��l r. � aI�, ELEV. 27.941(NAVD 29) PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED FyOEESS/ I) W 730 0 H L v J H E E H 9 CUl WITH THEIR APPROXIMATE LOCATION AND EXTENT. Q Q,1 (7i ON C CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS ORWNER, BETWEEN LOTS 102 & 103 Q''9� ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE PROCEEDING BY ACCEPTING IMPROVEMENTS PLANS OR 4, W Wq WING WALL. 2.0 MILES s. AMENDMENT NO. 2 TRACT 31681-3 PROCEEDING WITH O ASSUME ELIA PURSUANT Q- �O T F CIVIL ENGINEERING • LAND PLANNING REVISED LOT 107 FRONT SETBACK TO 29.00' � s 2 ALONG JACKSON sT. FROM THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TI HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD _ __ h Q y1 46-725 VERBENA ROAD LOTS 84-112 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES v HWY. 111. THEN 2.0 MILES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND Z Z PALM DESERT, CA 92260 CD m PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE W No. 26662 m WEST OF MADISON ST. HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE A AND 1& S. OF AVE. 50. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED EXP. 3-31-20 y�y PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYA MCKINNEY, P.E. RCE NO. 49416 CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER Sj. L+ P 8E RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE --" q /V1L PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 114 OF SECTION 27, T.6.S., R.T.E., S.B.M. OFSHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE Q o Fes' SCALE: TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/16 DATE: (��/O OF Cg1-I SCALEASSHOWN FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY, STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE: pCOz0l6 � as 13 HEE � � I APPROVED FOR PERMITTING I PLANNING AND ZONING COMPLIANCE SEE S I UNDERGROUND SERVICE ALERT CALL TOLL FREE REF ORE yoG 1-800- 227- 2600 2 WORKING DAYS BEFORE YOU DIG 2ND SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 9/3/2015 EXCEPT FOR THE REVI£ NOTED HEREON. �"F, st' /2\ � Na. 26fi82 {. Emsat-ta % �9jc q; Gy�tK 9M) a MU Mr UUUWI� * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). SCALE: 1" = 20' ( IN FEET) ..A A 60 A n .A Imm mm! mi 43 T( ral M Mil lqw 100 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REVISED UNIT TYPE FOR LOTS 105, 106, AND 107 SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED © REVISED UNIT ON LOT 102, AND ADJUSTED LOT LINE o BM#P.D. 109-70 27.94E (NAND 29) PRECISE GRADING PLAN ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. ESS/n, �� O 109-7 109-70 CHISELED SQUARE PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR BETWEEN LOTS 102 & 103 F�OF 9< ON CANAL BRIDGE S.E. FOR THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED PROCEEDING WITH IMPROVEMENTS PURSUANT �O �jJ. IN �% IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED Q- -�Q F`/ O s0 CIVIL ENGINEERING • LAND PLANNING WING WALL- 2.0 MILES s. AMENDMENT NO. 2 TRACT 316$1-3 OF HARMLESS FOR ANY DAMAGES /�� yl M 50-200 MONROE STREET ALONG JACKSON ST. FROM ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND co Z Z I00 IO, CA 9220E HWY. 111. THEN 2.0 MILES LOTS 84-112 HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE (� m4e PH: ( ) 272201 W. ALONG AVE. 5. 45 FT. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED No. 26662 A WEST OF MADISON ST. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES TO TAKE DUE PRECAUTIONARY MEASURES TO ..� BRYA CKINNEV, P.E. RCE NO. 49418 {7 EXP. 3-31-18 * AND 18' S. OF AVE 50. BE RESPONSIBLE FOR THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY APPR DATE INTERIM CITY ENGINEER tP \ CIVIC- �P �� IN THE SE & SW 114 OF SECTION 27, T.6.S., R.7.E., S.B.M. LA PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 MARK BY DATE PLANS FOR APPROVAL BY THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS G Z. I SCALE: COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER EXP. DATE 9130118 DATE: OF Cg0\ 7- r i I FOR: W.O. FILE NO: DATE: SCALE AS SHOWN �Co20t7, 00 r S APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE AJ ORTE� v W�bDTATECH�ERI FLOREsDATE �`-(ia� BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA 40.44 22.91 ° _ - - 41.04 L=35 32 C_ .83 TOF 43.46 d 41.27 43.86 ° 83) SHEE lJ 3 s - m ' ' L=37.04 TG L=45 91 L 46.43 40,4 L=81..03 TC 62 r Lr22 ,.R,_.- �� 44.58 r - V \- r r "VALE Y GUTTER 41.29 TC69 TC C`�:AB 4Z e _-, .o FS .- I v. ._ "' a � � � . 41.51 41.01 "44.63 / �6� _ - 43-$7 .. N ° FS Q o d 89 41.99 TC 65 - - - \ 4 3 TC TC 4 TC 43.79 C'46.4g N 44.75 6 fl\ 0 1 42.24 MH TC 2 T NOV NP 3 _ - _ TC 43.0 9°SFS �_ EX 8"" CP SEWER MAIN --" _ TC 3 _ T CVWD WG NO 35432 L- 42.38 _ - N I RONDA 40.82 y� 44.13 43.57 I L=87.78 - 42.45 _ y - TC Oq8 42.55 42L48 TC L-2 21 40.94 TC TCO$ \ {.-6339 X VALLEY GUTTER - 41.28 TC 50 \ TC C 4 .40 � 42.59 TC TC - �� 3 INOV 39 00� � -- *-'I'-2� TC TC 43.91 T 43.28 TC 41.94 17 TC TC _ TC 43.7 85 \ TC 42.95 �� - TOG 42.2$ TC TC I ' L�27•76 TC 43.7 R�NDiq!'� - � TC 4 - INV 39.82 3 TC L-81.47.. ' L=83.45 � ,..-- 0 42.32 - -- - J L q 9j TC TC73 _ �_ - -° ^ m FH / 43.62 1 - - _ .35 TC TOG TC TC _ '' I EX8"DIP WATER MAIN 3 42.45 INV 40.86 _ 1 ` °\° ',, \ rn CVWD DWG NO 35416 42.85 -nC _ _ _ .. \° S ,. v/ � o° 1 �. ry 1 43.31 TC 42.82 :67 L_ r TOG 43. L_3 \ �� °-As 45.48 0\ -76.75 TC INV 40.81 3 43.0 4288 i TOG TC' ^w V ( 3 q / ^ -- 1I 10 TC TC i L=52.16 3 INV 391`. _ _ _ 0 43.18 9.1, 42.68 EX LL -EY GUTTER L ..; � f '_ ° °\° �_._ .I! TOW 49.73 / 1. j o °\ TOF 41.74 ^1 FS WV FS Qg ' h%ry 1 r 7 42.57 3 / / r � / = 42.3i"' ^f o' _- __ o�^ o � FS 1 FL-G'B o N -. o h FS N, i w TOW 49.69 M' ^ 4 8 � 1 -- rn� TO 42.36 1 ry F (� T 4W 420 0 f FS 42.19 ^� a ° O 8,66 p39. 42.45 FS i TOW 50.53 0 TOF 41.33 44.70 'g 0 / ° 43.68 'FS -GB 45.85 1 FS S\ TOF 43.20 FS 44.84 TO 51.28 o r. ry. .88 0 0 • ^ ., / 4 TO 43.95 / 43FS FS 45.08 M TOW 50.20 o FS FS o' 43.63 FL GB 2 \° FS \° 1:10 44.68 h% NV FS S b TOF42.8 43.68 s / °\° 44.57 0.... 2 0 �� 442$ ^ FL GB ' p 1 FS 0° S' NV 3 0 2p FS42.70 42.17 :. FL -GB � / /o - •� � FS 73 FS 4 Q 1 ^ o� / ° .. _ � h FS FL -GB M' / 40.40 � �Q 43.13 • 45.08 / ro tP FS 43.92 44,28 °\° 43. 1 44.23 .45.85 1 TOG: 4 .00 ❑ FS FS 43.78 ' INV 41 0 5 O\° FS 1 42.67 TOW 48.23 1 FSFSo NV = O 41.84 ,p 2 FS 42.90 \ O� 2 NV 0 ^ 41 2 FS �LFJIUF�L IFII ' o./f INV 20 \ 43.27 HP 1 o' 0 TOF 41.57 u'- °\° 4 1 4417 '/ �I0 42:56 42.80 44.18 4423 o� FL -GB ° 43.52 \ 5 ° 42.90 FS 42 01 x,. Q ho °\° 44.17 Q 45.13 2 INV 2 FS ^ o r HP TOG 41.99 43.13 �\ �RJLJI FS FL -GB o' INV 4 /h� FL -GB 1 44.57 1 GF -443.80 o FS <l O / y °\ 42.40 ojo o � FS68 42,30 ,.f 43.77 '1 ^ j2 p TOG 43 1-0 2 / HP 43.05 /h INV �� 42.80 42.66 / INV 42.30 FS ? I V 41.60 112 rn 45.20 0� O Q 1 GF=444 0 2 4 INV FS 44-03 INV 2 43.55 / h PLAN 24C FS ^ HP O 44.60 0 45.13 INV 5 S O v °\ S 44.73 TOG 44.01 44.23 43.63 FS oh. FL -GB / Fs o�2 o F$ / / ^ \ PE=44 .30 �` 1 ^/\ r .o .43.50 FS °\° 4 FS � ri h FF=443.30 HP 2 43 20 67 44.00 o HP 110 0j ° 111 v / HPao HP INV 43.20 FS h' HP O� 44.15 °A n��(j� (� / S 2 ti S' °\° S, FS /ho 44.13 u S' SFS 44.93 INV a 44.73 42-80 o PLAN 24C PLAN 25 TOG 44.91 45.13 v h / O o o FS FS INV o1 PE=443.80 D PE=443.20 h/ N Oo\ FS °\° f TOG 44 2.50 FF=444.40 FF=443.80 Of 44.13 °\° s' ° n h0 44.40 108 h0 ° 5 INV 42.50 44.00 °\° 43.50 0 °\ HP PLAN 24C FS05 O y\ 109 HP /i/o/o 44.23 HP 0 ^� °\° FS ^/ of EMST99 99 ROLF COURSE o /� °\ 44.73 A/C PAD / h o 107 44.80 o PE=444.70 0' h O FS PLAN 26C TYP. M FS s ry HP � f FF=445.30 "' a " 43:63 44,57 .q r 0 / PE=444.30 0° 44.23 \° v 42.64 FS / 42.17 FS97 42.17 0 44.40 o FF=444.90 9V FS u o °\°/ FL J FL 44.03 o FL S \ O ryry „ 45.13 HP \ ^' 432 FS O ES S „ °° FL o� / 44.73 0. 44.07 / 43.53 _ °\° TOW 48.23 / 45.13 ©° FS S' h�/ FS 43.27 / 0 2 .� 44-13 FL FS 42.57 °A° ^/ ^ FL h TOF 41.57 t, FS O 4 TOW 48.66 - TOW 51.28 ° ^r ho� // o TOW 49.73 TOF 43.95 °\ 44.97 o/ 43.68 °\ TOF 41.74 = TOF 41.33 hN TOF 43.28 h0, 44.17 FS 44.17 FL / 2 0 2 o. FL 45.03 ^� � ,..,44.55 FS O 44.57 i'/h\° / h\° o FIL 95� FS \ 43.68 / o' oK. t i � L=$3- / FL^ - 4199f 4 /? 4 /a 41.89 FL TOF 42.36 0OX i Lc90.59 F,L 40 FL TOW 50.53 2 - TOW 50.20 GRADE TO DRAIN TYP. ALL LOTS -` , `f a"AREA DRAIN TO 42.87 0 4228 ( ) INV96-i z o' TOF 43.20 ? m / °\°/ v L=87.13 ,BELOW = Z y\ / h 43.06 FL - -.- .. PLOANTER E OR `/ l °\� [p� O O FL CONCRETE WALL f I Oh'� /o• L=$7.13 ✓ 42..94 ;r•' ,,.% FLATWORK z r" h 4 L=80.11 43.94 L5.28 F FL 43.80 L=6A 65 44.27 FL FL L-3.45 GRADE TO DRAIN (TYP. ALL LOTS) 43.56 j FLFL T _� 11 4" PROP. STORM DRAIN PIPE 4TH SUBSTITUTE MYLAR SEE PLAN FOR SIZE THIS MYLAR IS IDENTICAL TO THE MYLAR ' 8" NYLOPLAS I INLINE DRAIN 3"PROP. PVC PIPE, AREA DRAIN DETAIL APPROVED BY THE CITY ENGINEER ON 4 W/ STD. H-20 RATED GRATE O P- 67-1 EXCEPT FOR THE REVISIONS NTS NOTE HEREON. _. SEE PLAN SEE PLAN Qao. TC TOG 0 5% MIN. o Wt TYPICAL PLANTER DRAIN d �o° STs ms �>< o a NTS m 4' PVC SCH:. 40 _-�-'�'� DRAINAGE CONSTRUCTION NOTES --- EAS190 `^'OLF COURSE 1O INSTALL4" PVC SCHEDULE 40 PIPE MIN 10/ SLOPE OR PER PLAN NOTE: I UNDERGROUND UTILITIES I PRIVATE ENGINEEI WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, ALL UNDERGROUND U I ILI I 1 REPORTED BY THE OWNER C SHOWN ON THE RECORDS E: WITH THEIR APPROXIMATE L( THE OWNER, BY ACCEPTING PROCEEDING WITH IMPROVE THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUP IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FC ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCI HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES N ARISINGAFTER COUNTY APPROVAL OR DURING . EXAMINEDTHE CONTRACTOR IS REQUIRED TO TAKE DUE UNDERSIGNED, NOT T. RECORDS EXAMINED.. THE THE C CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONAI STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR P 3E RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STI ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE IT SHALL BE THE CONTF °LANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF STRUCTURES CONCERNED B INSTALL 4" CAP TO HOLD IND )THE ITHE EQUIRED PITHF-AI•IP, PLAN 0 8" X 4" PVC-/ REDUCING TEE , ` kEE V O INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN PLANTER AREAS, OR APPROVED EQUAL 3/8" TO 3/4" WASHED ROCK * NOTE: GEOTEXTILE FABRIC O CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET PLAN 25 COURTYARD DRAINAGE MAT SLAB FOUNDATION REQUIRED. SLAB INSTALL 4" CAP AREA TO BE 0:40' BELOW PAD ELEVATION BUBBLER BOX DETAIL DRAINAGE AREA: 2,474 SF (0.83 CONCRETE SLAB OVER 0.17 SAND). INSTALL NDS PART NO. 920B SQUARE GRATE, OR APPROVED EQUAL Q= 0.115 CFS (2 INCHES PER HOUR) NTS 4" PIPE @ 1%: 0.25 CFS 0 20 30 40 60 100 - SCALE: F• = 20' ( IN FEET) REVISED LOT 108 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: REVISED LOT 111 UNIT TYPE & ADDED DRAINAGE NOTES FESS o D � � O � �S] � � � � � � � BM# P.D. 109-70 ELEV. 27.941 (NAVD 29) PRECISE GRADING PLAN REVISED LOTS 108 & 110 UNIT TYPES &ADDED DETAILS Q!O� �p W W q� O q uu �J u�J �J�f u�J 199-70 CHISELED SQUARE ON CANAL BRIDGE S.F. WING WALL. 2.0 MILES S. FOR REVISED LOTS 109 & 112 UNIT TYPES C• CVIL ENGINEERING LAND PLANNING G ALONG JACKSON ST. FROM AMENDMENT NO. 2 TRACT 31681-3 h O Z Z 83-793 P SUR A 922 INDIO, CA 92203 HWY. 111. THEN 2.0 MILES LOTS 84-112 C7 m PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. W No. 26662 m A WEST OF MADISON ST. BRYAN CKINNEY, P.E, RCE NO. 4941.8 y"{' EXP. 3-31-22 AND 18'S OF AVE. 50. . CITY ENGINEER 515-17-1 ST �P F CIVI1- PREPARED BY: LLOYD W. WATSON R.C.E. NO. IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. Fo�67SHTJS BY DATE APPx R DATE scaiC: INEER REVISIONS EXP. DATE 9/30/22 DATE: OF CAV1� POR: W.O. FILE N: O DATE: SCALE AS:SHOWN APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE F-"- 3 2t3 i 1X QA24., `2b4= 3I3I2o Zt AfORTItdA DATE CHERIFLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA � o 22.91 co L_ _ _- - - -- � - � o o � L=35.32 ` .83 TOF 33.46 SEE SHER 3 5 _ _ _� ... � rn � { - 4 43.86 44.58 V ° A 1181.03 40 9 L=4.43 1-37.04 L=45.91 0.4 40.28 Cc �EXVALLEY GUTTER 41.29 41.17 41,04 TIC 69 TC $ 22.47 FS "44.63 ✓ rn 4 . 3 TC TC TC 41.01 7 TIC TC TC p o �� ` 41.65 T TC TC TC 43.87 N FS �\ . ° ° L=78.89 TC 1t �o o 41.99 TC -413.79 L,4649 �i�°44.75 m o No - MH TIC _ 43j70 FS -eo EX PSEWERMAIN - 1_16.03 42.42 TC31 3 _ - w RO{�IDA 7C OVWD WG NO 35432 TC X VALLEY GUTTER n 41.28 41.06 44.13 43.57 L=63 39 42.55 42 48 - L=2.21 _78 L=87.78 42.45 _ - TOG 41.79 TC TC TC 44.0$ �� TC /4'3.50 42.59. TC TC - � 3 _ 1-29 1,21 - TC C 4 .40 TC - 41.94 INV 39.00 --41 �I - 43.28 TC TC TC _-.-49 43.91 T TC TC - ° O 27 1 _ TC 42.95 - _ 42.32 NOV 39 828 m FH L=83.45 O0 L TC 43.7: - .85 TC _ - - - /76 TC 43. NDq_ _ � 3 TC L, TC 43.73 �- �� \ ro1 % gl TC 43.62 / 1 - ' L=87.4 TC I co 42.14 - TC I EX 8" DIP WATER MAIN 42.45 0\° o °\° FS I CVWD DWG NO 35416 42:85 4 I ' ''--' \° 3/ 3.31 Mf M o\° r 1=76. TC TOG 43. 3 43.00 .42 88 FS I 3 V p , 42.68 0 75 INV 40.81 ' I ( _ - ^ (ry ^ •6q, o - ^ 1 FS 45,48 /! TC TC L=52,16 � _.. ,"'• «<Vf ry ,�: � 42.48 ,: � r % 42.07 49.73 `p 43.18 FS / FL -GB /�T bEX LLEY GUTTER o 42.48 L FS42.57 GF=442.70 `FH ry � FS ;J c t I - / o FS FL -GB h' TOW 49.69 ^ 42.14 f - --- o M GF -443.20 TOF 42.36 � TOW 48.66 c '� 42.68 TOW 48.23 2 F � _- FL -GB o 2 0 FS TOF 41.57 o> f \0 43.51 0.20 43.78 / �° 42.64 1 43.1$ f TOW 50:53 O o FS NV 4��- °U FL -GB ° `° FS / TOF 41.33 44.70 i //\0 1 IID o\a o\ 43.91 4i FS 93j 20 ^ l o� 45.85 j f 1^� FS 5� TOF 43.20 / j� / y ry`° f /� FS 93 0 0 43 ey °o TO 51.28 FS /3 TO 43.95 44 ^ ry f 7 44 05 J FS 45.08 FS / FS n 5 43.01 0 0 0 43.55 v� p V 44.97 °\o / FS o\0 1.10 44.68 1 h FS F5 0' 43.63 O FL -GB h ^ NV FS S p1 �1 h s ,°\° FS o' o / g0\° FL -GB 0 44.32 e FL -GB 4 Q 1 MI 40.40 ° �✓ �% cod FS �' 44.. 28 0 .43.27 44.23 O 42.40 ^ ' - 45.08 L e 43.92 OW 50.20 /� 1 INV TOG 4 00 n 45.85 Cfj C� \° FS �O FL -GB FS 43.78 ` � 5 O0\° HP v `� FS FS O / 4h FS o\° i ' TOF 42.87 p 41.84 '0 2 FS e e 42.90 INV 41 D h 42.40 RAu o o pa GF=444.30 INV 2p 0\ 3.27 HP 1 , ~ 42.90 �n(�'I L=J'- o\° 4 Q 1 45.13 ^ 44.47 F523 l� o FL -GB o r FS52 \ HP fa° !O O r FuLilOQ a �h\o FL -GB 1 FS FL -GB �' : Q ` 1 GF=443.80 v 0\° d Q 44.68 ' O I4N2V.74 0. 2p 2 FS Q � 2 4IN2 45.20 GF=444.70 1 .V.3 0 4230 3.55O TI OVG 4 413.6.01 0 2 /o a/ ^ � 3S 412 HP /e 44.60 O 45.13 0\ 43.77 5 TOG 44.01 S FS p' PLAN 25 V FL -GB FS 0 2 O 1 FL -GB 44.23 43.63 / ^m: O 1 ^ 43.50 FS PE=442.70 o' FF=443.30 44.80 43.20 � 44.67 44:00 HP `�j P HP 2 INV 43.20 FS HP 110 44.15 0' / o\ 1111 0 D (} n f S" ' 2 e S' A/C PAD S' FS y y� S' 5 ES 44.93 INV M ° PLAN 24C p• PLAN 25 p p M TOG 44.91 .45.43 h• N TYP. PE=443.20 42.14 n•f o o PE=443:80 FS °\° ,N PLAN 24R o1 FF=444.40 FF=443.80 p� FL r Sm (� (�(�((� (� n(� HP40 108 45.05 � � PE=444.30 `%� p�� 43.50 p ` E�/l\�NJ��NG GOLF COU�I SE h ° FF=444.90 �. p. 44.23 0' PLAN 24C FS °\° °/ HP r hp o 1 �7 44.$0 �o\ PE=444.70 0 ��o o FS S' S / I o HIP /O FF=445.30 Q fp f " \ 43.63 J' j 44.57 FL �q if � 44.40 43.77 44.23 Q 0 FIL FS 42.07 45.13 HP 0 L 44.00 43.27 °\o ^o�„ / FL v FS HP FL j / •• S' 44.07 f 43.53 o TOW 48.23 13 43.27 0\ s f FS FS 42.57 °\° o TOF 41.57 FS FL FL /o V 0 Oo \0 o FS44.13 O TOW 48.66 42.01 TOW 51.28 ` ^� o / `3 TOW 49.73 ,09 FL ep off TOF 41.33 TOF 43.95 0\ 44.97 ^ p� = o\�^ / = TOF 41.74 g TOF 43.28 yo. 44.17 FS 44.17 ^/% / 0\ 74.67 r! 45.03 43.77 f0\0 0\° C0 l= / O FL.55 FS p /_ FL o p. s/fes .41.83 ov, TOW 49.69 0\° TOF 42.36 off M L=90.59 FL.40FL ` ' TOW 50.53 2 , TOW 50.20 h\°co GRADE TO DRAIN (TYP. ALL LOTS) WV -MIN 2.0" 4" AREA DRAIN TOF 43.20 �/v TOF 42.87 p� N L-87.13 42.28 BELOW 8\1//ry / 43.06 FL CONCRETE OR PLANTER "._. `S> � p•//// P FL - CONCRETE WALL o _ ° FLATWORK z o'/v, o L=87.13 43 62 FL .94 43.37 L=80.11 43.94 FL FL L=5.28 4" PROP. STORM DRAIN PIPE SEE PLAN FOR SIZE 43.80 L,6Q.65 44.27 FL WNYLOP-2' INLINE DRAIN 3" PROP. PVC PIPE AREA DRAIN DETAIL FL � W/ SL=3.45 TD. H-20 RATED GRATE NTS SEE PLAN SEE PLAN 1 TC TOG D.5 MIN OTYPICAL PLANTER DRAIN GRADE TO DRAIN (TYP. ALL LOTS) NTS 6' 6' 4" PVC SCH. 40 3RD SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/23/20 EXCEPT FOR THE REVISIONS NOTED HEREON. ppovessrq a R. 28882 2 q- _ fC EXP �i/ -�1 CIVI1. Q IF DRAINAGE CONSTRUCTION NOTES EAS -MEG GOLF COURSE 8"X4"PVC 10 INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1% SLOPE OR PER PLAN SEE PLAN 1NV REDUCING TEE Q INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM. GRATE IN PLANTER AREAS, OR APPROVED EQUAL 3/8" TO 3!4" WASHED ROCK * NOTE: 03 CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET PLAN of5 COURTYARD O 1 RTY A RD DRAINAGE MAT SLAB FOUNDATION REQUIRED. SLAB GEOTEXTILE FABRIC r Lf��l LJ V V I'1 DRAINAGE G AREA TO BE 0.40' BELOW PAD ELEVATION •� - ® UNDERGROUND SERVICE ALERT INSTALL 4" CAP DRAINAGE AREA: 2 ('.,474 SF 0 83 CONCRETE SLAB OVER 0.17 SAND). CALL TOLL FREE BUBBLER BOX DETAIL 5 INSTALL NDS PART NO. 920B SQUARE GRATE, OR APPROVED EQUAL 4" IPE CFS (2 INCHES PER HOUR) gtiFORE ya Q NTS 0 4" PIPE @ 1 /° :0.25 CFS �1]I-800- 0 20 30 40 60 700 o 227® SCALE: 1" = 20' 2600 (;IN FEET) 2 WORKING DAYS BEFORE YOU DIG NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED LOT 108 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK. IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED. WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE REVISED LOT 111 UNIT TYPE & ADDED DRAINAGE NOTES I�I,�Ij n I� (� j�Ij I� M (�'� I� j� I� p ELEV.27.941 (NAVD 29) PRECISE PERMIT AND/ORAGRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED & RpF ESSO u1J hI �f Jv BUJ �f�J SOU Ul IlV L� L; II IIU l�J 109-70 CHISELED SQUARE --��'�®'�� p�� ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR REVISED LOTS 108 & 110 UNIT TYPES & ADDED DETAILS P �q ON CANAL BRIDGE S.E. FOR �+ PROCEEDING WITH IMPROVEMENTS PURSUANTOyO wqT <F CIVIL ENGINEERING • LAND PLANNING WING WALL, 2;0 MILES S. AMENDMENT NO. 2 TRACT 346$1-3 U► THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �� tP 2FICA ALONG JACKSON ST. FROM q O 0l 63-793 PA 922 SWR LOTS 84-112 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES � � 2 -' IyD10, CA 92203 HWY. 111. THEN 2.0 MILES ' ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND __ - J Z UTILITIES OR STRUCTURES NOT REPORTED TO THE (9 m PH: (760) 275-1553 W. ALONG AVE 50,45 FT. HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS w m WEST OF MADISON ST. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE UNDERSIGNED, NOT INDICATED R CTOR IS R THE No. 26662 A 'ARISING AFTER COUNTY APPROVAL EE DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED 94 AND 18'S. OF AVE. 50. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR 70 TAKE DUE PRECAUTIONARY MEASURES TO BRYA CKINNEY, P.E. RCE N0.49418 •yy EXP. 3-31-22 �' CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER S' BE RESPONSIBLE FOR THE DETERMINING AN;X CIVIL �� _ FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE ,. �_ `/ ' 19 ,�1 PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE & SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF S SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY JAPPRI DATE I F(F' SCALE: PLANS FOR APPROVAL BY THE COUNTY, STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30122 DATE .�-�.===---LLL--11-1------ CALI FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE,?_,(afjagj I SCALE AS SHOWN P(OXoa.i- 0006 BUILDING OFFICML CITY OF LA QUINA CHERI IELOREIB -bATE PLANNING MANAGER ` P.91 LJ LI FET V L_35.32Y .. __ - L 81 °m L=37.04 x4581 .03 87 4 7 TC m P EV GUTTE 1. 1 41. 41.1 TC 'V 'R 41.17 43. 7 ° 41. .BIL �xP - _ .�, 41. C TC A C TO X48.99 _. EX B' VCP S - RMAW ._ -_ _.. _ ', ° ` L=18. i MH - - - CVWD DWG 35932 _ a, 38 C. - EX VALLEY GUTTER 4128 O RON 44.13 \ L=87.78 t L=63 2 _ �--� - L=221 4 C TC T al 7 _ -�� 4om -� is 49. TVUq - L=,L,n T EX 8" DF WATER MAIN _ s')P _ - �_. 42.48 / R �/ CVWDDWG NO35418 5 1 - 4 1 TOW 49.73 "1' �pJ 45.48 E76 75 " % 4248 w1 42.07 L 1.39 s dP L= - ' -. - /�° 3 41. a •42.99 ^%i!' 43.18 a2.57 F X2.48 ^� GF=442.70E ' a EX LEY GUTTER / FL- B 42.74 1 , 1 42.98 / ' 42.88 TOW 48.23 -- - . _ . \ �+ / 44.58: - ° `iY// 63.17 S GF=443.20 .44.58 / L- 42.64 7 F43.18 / TOW 48.88 - dP 4q'7(j TOW 50.53 " S 4391 -/1 FL /. y 1 3\ -OF 4320 5 43.95 44 � 45.08 4497 .w, F ay CHIMNEY - - 3?/ o' 43.63 4 44.57 FL B / 1 44.88 B 44.28 7 ✓ 45.85 45.08 /,(�,� S 44.88 OW 50.20 F v� N 4 5 . °O HP v % \ GF=444.70 aa.ae GF=444.30 az.ao FL- 0 1 42.90 0 HP v // dF 45.20 0/ 43.55 �,/ 112 HP 44.60 v 1 43.77 43.63 FS PLAN .7 / \ PE=442.70 / 1 i• 44.80 HP40 p� oo ."," 111 FF43.30 n n n H n NC PAD / 110 PLAN 25 LJ y 109 TYP. PLAN 25 PE=443.20 ai.14 - „^ 5 " PLAN24R v FF=444:0 EWING GOLF COURSE FF=443.80 44.40 aF FF=444.90 107 444.80 108 H �� v� 2.24 43.63 PLAN 26 FL 44.57 �P 42.64 - FS FL qw PE=444.70 43.77 ,.. / ww// FL 5 FF=445.30 v° E 00 .1T 43.53 %g TOF 4� w L42.67 yM ' L /� TOW 51.28 / ,9/ TOW 49.73 �W4�33 �'L9 FL 01 \•°� !� TOF 43.95 ,apg// TOF 43.28 �T/ 44.08 /'� ol, L6T _ FL "" �� '.43J .74 7 �.F Ao/dP y _ y \ . _ 1 TOW 49.69 If 44.08 0?SP4 FL TOF 42.36 L� 59 L J / TOW 50.53 TOW 50.204 -6RADE TO DRAW (TYP. ALLLOTS) 2 TOF 43.20 TOF 42.87 0' L=87.13 42.95 L.28 i e z L /d o�/ 1=87 13 43. FL FL .88 o 9 43.37 Lf80. 43.93 FL 2ND SUBSTITUTE MYLAR FL L=5.28 THIS MYIAR IS IDENTICAI. TO THE MYLAR 3.72CITY ,8465 44.27 L N,I AD T diAN APPROVED BY THE EXCEPT FOR EERTHE L93.45 ,� CAATE NOTED HEREON. EXCEPT FOR THE REVISIONS / 05%MRL ® %, GRADE TO ORA (TYP. ALL LOTS) J4p` lvK4�. 9%ht/2� W.wd em. awcsaL ILD i DRAINAGE CONSTRUCTION NOTES - _ IV IG GOLF COURSE 0 INSTALL 4" PVC SCHEDULE 40 PIPE, MFN, 1% SLOPE OR PER PLAN - - - - - REWCING TWEE y Q INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN -- PLANTER AREAS, OR APPROVED EQUAL - - -- are�ToawwANIEDRoac "NOTE: GEOTE%TKE FIBRIL OO CONSTRUCT DRAINAGE EMITTERieUSSLER BOX PER DETAIL ON THIS SHEET PLAN 25 COURTYARD DRAINAGE MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION UNDERGROUND SERVICE ALERT © INSTALL 4- CAP DRAINAGE AREA: 2,674 SF (0.83 CONCRETE SLAB OVER 0.17 SAND). CALL TOLL FREE BUBBLER BOX DETAIL 5 INSTALL NDS PART NO. 9208 SQUARE GRATE, OR APPROVED EQUAL Q=0.115 OFS (2 INCHES PER HOUR) wEf CNE �NTS 4' PIPE ® 1%: 025 CFS 0 M A 40 !4 IM ®1 1-800- 227- 2600 .1 tx "Et) 2 WORKSIG DAYS BEFORE YOV DW NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE IREVISED LOT 108 UNIT TYPE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BE"aMARK IN THE CITY OF LA QUINTA, CALIFORNIA SLEET NO: WORK CONTAINED WITHIN THESE PLANE SHN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTUTIESOR 6TW.'CTIJRES w P.D. WF70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER DR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OANER OR OTHERS NO THOSE REVISED LOT 111 UNIT TYPE B ADDED DRAINAGE NOTESRECISE GRADING PLAN WATSON�ATON E��o�lf�[vms EEV.PTS,MOD) PERMIT ANO/ORAGRPDND PERIMT HAS BEEN EXADEXTENARE ITHEO R,B THEIRACCEPTING TINGAPPROXIMATETHESE SHOWN ON THE RECOA08 E%AMNEDN@W)K.AT® �, pFES81 tORNI CHISELED SOUAAE ISSUED. AND EXTENT THE OWNER, BY ACCEPTING THESE PLANSOR THE OWNER, NTEL THESE PNID EXTENT. MING WAX. 2.0 WE.S FOR THE OWNER. BY ACCEPTING THESE POWS OR W' ALONG WAACKSOMKEB S. N PROCEEDMASWITHSUM IMPROVEMENT TO HOLDNTTHEREro, THERETO, AGREES WITH MPROVEMENIBPTYANIT �y0 Q aM Ei7C4EERNG � IANU ELININS pLo11G JACK6oN ST, FROM AMENDMENT N0.2 TRIiACT.$4 Vp1-3 ;S RESPVATEEN INEER FORASSIDMNGTHESE PlN1$ AGREES FOR ANY DMABILITY GESRESOTINGFRO EXISTENCE UNDERSIGNED HARTOAHSFOR LVdANY DAM AND TO HOLO ~ F•+ �m � LOTS 84-112 IS RESPON6IBLE FORAS6URTG THE HPM0.E5S FOR ANY DAMAGES RESULTING FROM EXISTENCE OF U1mERBIGNED NAFMLE55 FIXi ANY DANXifF N y Wi/ I.E1Nf. d ffiW H'M'. III. THE" I G MILES ACCUAACY AND ACCEPTABWTY OF THE EESIGN UNDERGROUND UTAITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UDIGVS ND �AVE THE UNDERSIGNED, HOT INDICATED OR SHOATI ON THE RECORDS UTILITIES OR STRUCTURES NOT REPOF ®TO THE ,�j. "f�I RE DBN l31b1 WESTOF ADI 90NST. HRISING IN AFTER COUNT OFTHEUNDERSIGNED, NOT MOKATED OR SHOVM ON THE $ N0. 28882 .N NESTOF MODISCN ST. ARISING aPiER couNTV APPRovu OR dJRwc EXAMINED. THE CONTRACTOR 3 REQUIRED TO TAKE DUE RECOROg EXOIaINEO. THE CONTRA4Tairs REDwflED DP $41,.E ND IS B. of AVE. w. CONSTRUCTDNNIEPRIVATEENGINEERLVIL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTNMAARY MEAMMES TO BRV ,RE. RCE NO.4 �( �( BE RESPON6IBLE FOR THE DETERMINBIG AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTNGIE90fl STRUCTURES 5HOWNuq CRY ENGINEER IPJ. Ory1L YP BE REPTAMLESOUINC TEDTRANINGTHE FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS ANV DTHER UTILITIES OR STRucTURES Fours ATIHE q PREPARED BY: LLOYD W. WATSON R.C.E. N0.2B86[ IN THESESSW 114 OF SECTION 27, T.8.S., R7.E., S.B.M. _SITS. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SIMµ SE THE CONTRACTOR a RESFONSMALIIY MARK BY DATE APPR DATE 12 ZQ N• CE SLUE: PUNS FOR APPROVAL BY THE cou"rr. STRUCTURES CONCERNED BEFORE STARTING WORK lb rgnFr THE OANERB OF THE UTKREe OR REVISIONS EXP. DATE &3Br72 DATE: CAO GATE acALE As 6HourN FOR: .o. F6f NO: 6TRucruREe coNDERNEO BEFIX4i erurtMD wows ENGINEER t&-` Z'0-005CI