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14042, PG2020-00262ND SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 4/30/2020 EXCEPT FOR THE REVISIONS NOTED HEREON. pQacess,� 4 o� z w� m cc No.26662 GFS �T9 APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE A OA�I �2o2ti A ORTEG DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA NOTE=SETBACKWILL A 3.0' SIDGRADE TO DRAIN (TYP. ALL LOTS) MAINTAIN30.63 30.74 30.32 30.46 FL FL /FL FL 31.05 1l1 Np o FL ^3a 60 L=40.87 o w0 L-79.08 pRD� p. o r, TW 36.62 EASIER GOLF GOUGE RSG \Ns' TF 29.96 P�� � Z ORL=8.76 Z TW 37.15 �'° o TF 29.82 .� 30.96 w� 31.54 FL 2 2y FILW 30.88 2 � �0 so w T 37.46 FL 30.48 0 TF 30.13 FL EX 30' B.O.R. EASEMENT EX 60" B.O.R. IRRIGATION MAIN 32.60 FL 33.07 FL f >° 31.28 31.34 63 61 0 �%� FL / o 1' '�`° 30.92 5 FL o 0- FL 21 FL '00. ED o p 2 22 s Q; PLAN 21 PLAN 22 "o\ PE=431.10 RP Fi,N TW 37.93 PE=431.50 `• P FF=431.70 / 32.0232 OR TF 30.60 c; FF=432.10 ) 0 \ 6 30.80P FL 1.5� o > 31.77 H FL �a �. Z 31.27 Q FL 32.18 31.20 HP 0 2 FS �� o ° L=8.441 �16fl 3� 0 1 0 0 .o 0 o � � Z Z 32.68 23 < j� HP80 FS 32.33 PLAN 21 R `� 31.77 FS PE=431.90 31.20 FL FF=432.50 31.60 HP TW 38.46 $� C ?%�° o 0 32.33 32.33 TF 31.130 24 o Cro° FS / FS a \ o w o Q 0 32.28 Fs 83 PLAN 23R `'o° o >o P ° FL PE=432-40 F.33 �c FF=433.00 < 32.83 `j 32.23 � tNc o c9 V c FS 32.83 rn FS ®O 0o , 33.33 FS ;D 31.60 HP \ H2P.10 32.30 31.11 a G F=431.50 1 25 0 `p �c FS FS TW 37.46 31.48 TF 30.13 FS 0. 8 PLAN 22 32-71 32.71©o moo° �%�°° 32.10 30.92 FS 48 L_ PE=432.90 < F- FS moo° �o Z FS FL -GB �° I-\ojo �� _ 5. FS 2 0 � FF=433.50 �,�, ° •• P` FS GF=431.90 �� � �+ 0 6, 32.83 31.28 _ Co TW 39.96 5 PLAN 22 a\ a �� ow FS •. Q` FL -GB �° 31.28 TF 32.63 'o Q 32.75 31.88 > / FS -GB o 33.68 PE=433.40 33.32 FS F5 > L `r FL FF=434.00 32.10 - o 0 6672 FL o 32.60 1 TW 37.93 s 18.92' b r a , HP HP 32.83 > � ° 0 11.27 r � 0 32.68 0 � TF 30.60 i o TW 39.77 a « r 1 FS �� o ° 29.56 TF 33.11ti� FS 32.35 0 >o 0 f 33 , 5Pl TC FL o C� U, FS 31.3 0 2 29.66 MH � FS 83 >° FL -GB r3��d 3 p2 29.71 TC 27 0 �%�° 31.77 o L'2 29.76 TC 34.33 ° 28 FS PLAN 21 R 33.10 32.60 ° so° GF=432.50 FL -GB , 29.86 TC PLAN 22R ° PE=433.90 HP1 o HP 1 HIP�c �° 32.48 , �`�° TC ' PE=434.20 0 o FF=434-50 �1 . �� FS ° �� (ob 29-93 FF=434-80 � L' �Tc oa � 11CD q 0 5' o TW 38 46 �o° o TC IC / U'` F 31.13 ° ,�' o �p f,-\32-29 FL -GB TC 15 WALL OPENING TYP.O SEE DETAIL G F=431.10 w\ TW 37.15 TF 29.82 31.08 \ 30.48 FS FL GB �r c\ CP° 1�3� 6'0 EX VALLEY GUTTER ` w L=72.75 �w 29.26 29-16 28.87 ~ 29.31 TC TC TC � T EX 10" VCP SEWER MAIN EX VALLEY GUTTER \ �` EX 18" DIP WATER MAIN LOT nMu LAI moscAPE AREA u 33.60 ° 0 HP 0 32.37 0 > 8 I GF=432-80 o 02� , AA`` �- 33.90 "'c FL 1 32.78 , �� � `! TC 24 vO� FH HP o ac o 0 32.78 FS �� 60 30.31 33.90 u? ac ifi� FS 'cp� TIC > HIP O 5' 1 32.79 + -'° �wc ° FL GB r i 32.57 b. ° y n � TW 38.90 GF==43 60 we '� TF 31.57 Vo- TW'FS-GB 30.58 ac o 39.40 32.82 33.58 32.32 � TCED I G o TF 32.07 FL -GB S 33.58 , FL -GB o a of F� � 1o'o � � o° a2�� _ 1 ° ° r 5 p w 30.82 o GF=433.90 p TC o 32. 8 ° Q 30.92 FS- B 0 33.35 p p 3328 w o TC I IF 1 33.88 FL -GB o FS 31.07 1�' w �� GF 34.20 w �o o _�� 05 r TW 39.96 - TC TW 39.7733-61 WALL OPENING TYP. 1 34.18 33.68 TF 32.63 a_ ° TF 33.11 FL -GB SEE DETAIL TW 39.96 FS FL GB G o FH GRADE TO DRAIN (TYP. ALL LOTS) TW 39.77 r ^+ TF 32.63 _ w 0 0 P a 31.35 31.45 TC _ 33.09 TF 33.11 f o L + 34.18 o �_ FS �� Nf a, o EX 10" VCP SEWER MAIN° Z 31 1 50 TC _ FIL I 33.37 I 1 o o t! J TW 38.90 FL 5.71% 1 r 31.62 T TF 31.57 EX VALLEY GUTTER EX VALLEY GUTTER � FS -GB m =87 99 L 40 60 100 Z N o o Z _ TC 0 32.32 32.78 FL � w TW 39.40 FL 16.9f Lo 00 TF 32.07 5 L-23.15 '' 33 1 z FIL _ _ FS L .q2 11 32.82 FS 83 L=29.48 Ln FEET )20' FL I0 3383 UNDERGROUND UTILITIES 32.68 23 < j� HP80 FS 32.33 PLAN 21 R `� 31.77 FS PE=431.90 31.20 FL FF=432.50 31.60 HP TW 38.46 $� C ?%�° o 0 32.33 32.33 TF 31.130 24 o Cro° FS / FS a \ o w o Q 0 32.28 Fs 83 PLAN 23R `'o° o >o P ° FL PE=432-40 F.33 �c FF=433.00 < 32.83 `j 32.23 � tNc o c9 V c FS 32.83 rn FS ®O 0o , 33.33 FS ;D 31.60 HP \ H2P.10 32.30 31.11 a G F=431.50 1 25 0 `p �c FS FS TW 37.46 31.48 TF 30.13 FS 0. 8 PLAN 22 32-71 32.71©o moo° �%�°° 32.10 30.92 FS 48 L_ PE=432.90 < F- FS moo° �o Z FS FL -GB �° I-\ojo �� _ 5. FS 2 0 � FF=433.50 �,�, ° •• P` FS GF=431.90 �� � �+ 0 6, 32.83 31.28 _ Co TW 39.96 5 PLAN 22 a\ a �� ow FS •. Q` FL -GB �° 31.28 TF 32.63 'o Q 32.75 31.88 > / FS -GB o 33.68 PE=433.40 33.32 FS F5 > L `r FL FF=434.00 32.10 - o 0 6672 FL o 32.60 1 TW 37.93 s 18.92' b r a , HP HP 32.83 > � ° 0 11.27 r � 0 32.68 0 � TF 30.60 i o TW 39.77 a « r 1 FS �� o ° 29.56 TF 33.11ti� FS 32.35 0 >o 0 f 33 , 5Pl TC FL o C� U, FS 31.3 0 2 29.66 MH � FS 83 >° FL -GB r3��d 3 p2 29.71 TC 27 0 �%�° 31.77 o L'2 29.76 TC 34.33 ° 28 FS PLAN 21 R 33.10 32.60 ° so° GF=432.50 FL -GB , 29.86 TC PLAN 22R ° PE=433.90 HP1 o HP 1 HIP�c �° 32.48 , �`�° TC ' PE=434.20 0 o FF=434-50 �1 . �� FS ° �� (ob 29-93 FF=434-80 � L' �Tc oa � 11CD q 0 5' o TW 38 46 �o° o TC IC / U'` F 31.13 ° ,�' o �p f,-\32-29 FL -GB TC 15 WALL OPENING TYP.O SEE DETAIL G F=431.10 w\ TW 37.15 TF 29.82 31.08 \ 30.48 FS FL GB �r c\ CP° 1�3� 6'0 EX VALLEY GUTTER ` w L=72.75 �w 29.26 29-16 28.87 ~ 29.31 TC TC TC � T EX 10" VCP SEWER MAIN EX VALLEY GUTTER \ �` EX 18" DIP WATER MAIN LOT nMu LAI moscAPE AREA u 33.60 ° 0 HP 0 32.37 0 > 8 I GF=432-80 o 02� , AA`` �- 33.90 "'c FL 1 32.78 , �� � `! TC 24 vO� FH HP o ac o 0 32.78 FS �� 60 30.31 33.90 u? ac ifi� FS 'cp� TIC > HIP O 5' 1 32.79 + -'° �wc ° FL GB r i 32.57 b. ° y n � TW 38.90 GF==43 60 we '� TF 31.57 Vo- TW'FS-GB 30.58 ac o 39.40 32.82 33.58 32.32 � TCED I G o TF 32.07 FL -GB S 33.58 , FL -GB o a of F� � 1o'o � � o° a2�� _ 1 ° ° r 5 p w 30.82 o GF=433.90 p TC o 32. 8 ° Q 30.92 FS- B 0 33.35 p p 3328 w o TC I IF 1 33.88 FL -GB o FS 31.07 1�' w �� GF 34.20 w �o o _�� 05 r TW 39.96 - TC TW 39.7733-61 WALL OPENING TYP. 1 34.18 33.68 TF 32.63 t ��� 1 - o ° TF 33.11 FL -GB SEE DETAIL TW 39.96 FS FL GB G o FH I TW 39.77 r ^+ TF 32.63 _ w 0 0 P a 31.35 31.45 TC _ m TF 33.11 f o L + 34.18 o �_ FS �� Nf a, o EX 10" VCP SEWER MAIN° a 31 1 50 TC _ v o 1 - 5.71% 1 r 31.62 T TC33,98 _ EX VALLEY GUTTER EX VALLEY GUTTER � FS -GB m =87 99 31.72 31.78 TC MH 40 60 100 N o o _ TC MH LOT 11911 LABSCAFE AREA FH 1 _ MH MH FH1 32.90frn CD - - I 1 TC L=110. v �j L=31.08 1 _ 29 32.06 - TC cr _ 3 32.39 32.2 3224 _ TC TC T REQUIRED UTILITY REVISIONS ABANDON 4" SEWER LATERAL PG`L� 20 - 0 0 ALUSIA O3 ABANDON 1" WATER SLRVICE UNDERGROUND SERVICE ALERT / / G o FH I ® INSTALL 1" WATER SERVICE CALL TOLL FREE FORE Y 0 OL m _ NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED. v o - U 811 EX 18" DIP WATER MAIN EX VALLEY GUTTER �� 0 20 30 40 60 100 _ � MH LN5� 2 IS©u HP � 11 LAWSC PE ARE SCAN 2 WORKING DAYS BEFORE YOU DIG - FEET )20' NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 0 REVISED UNIT TYPE FOR LOTS 23 & 24, AND REVISED LOT 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 ON THE RECORDS EXAMINED ARE INDICATED M M M W � � s O � E � � � � BM # P.D. 109-70 ELEV. 27.941 (NAVD 29) PRECISE GRADING PLAN LINES FOR LOTS 23, 24 & 25 PER LLA NO.SHOWN REVISED UNIT TYPES FOR LOTS 25 & 27 AND ADDED SIDE PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION WITH THEIR APPROXIMATE LOCATION AND EXTENT. QROFESS / �RJ uV u1 uli 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT O W w q� �`� �T F CIVIL ENGINEERING • LAND PLANNING ON CANAL BRIDGE 5-E WING WALL. 2.0 MILES S. FOR 2 SIDE YARD SETBACK NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLE) �O p S Z ALONG JACKSON ST. FF20M AMENDMENT NO. 2 TRACT 31681-3 �� O G� 50-200 f�lONROE STREET IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES v Z IND10, CA HWY. 111. THEN MILES �+ �j LATS 21-2$ 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 J%'v O m 5-15 PHt {780} 275-1563 W. ALONG AVE. 50, 45 FT. 0, HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED. NOT INDICATED OR SHOWN ON THE //%� !L% u] RI a No. 26662 WEST OF MADISON ST, BRY MCKINNEY, P.E. RCE NO. 49418 ARISING AFTER COUNTY APPROVAL DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR REGARDS EXAMINED- THE CONTRACTOR IS REQUIRED 70 TAKE DUE PRECAUTIONARY MEASURES TO EXP. 3-31-22 AND 1 B' S. OF AVE, 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL EE 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 CITY ENGINEERS e4f >y C1V11- E 8 SE 114 OF SECTION 27, T.6.5., R.7., S.B.M. IN THE NE OF 6 5HT5. PREPA D BY: LLOYD W. WATSON R.C.E. NO. 26662 MARK BY DATE APPR DATE ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NO THE OWNERS OFTHE UTILITIESRE ONG REVISIONS EXP- DATE 9!30122 DATE: CALF z SCALE: FOR. POR: W.O. FILE NO: ENGINEER PLANS FOR APPROVAL BY THE COUNTY- STRUCTURES CONCERNED BEFORE STARTING WORK- CONCERND WORK. DATE. AS SHOWN PG`L� 20 - 0 0 APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE 1f �I �i � " ____,.�✓' <�' .,._ ` � ���„ � -^''_ __ �`��_,.� �M.�`'�--� ,_ __...._ m. ,..T _._ ____ .� _�_. J ORTEGFLORE� J 5L li07.0 A CHER/ I�DATE ^' % ✓ __ __._.- BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA OU114TA T T SUBSTITUTE v i ,. ✓ r ' " �:. FL GRADE TO, DRAI 1 TYP..::AL"L L"6TS) 30.46 30.74..". ... , FL . IS MYLAR IS IDENTICAL TO THE MYLAR FL \ 0 , A�, PROVED BY THE CITY ENGINEER ON 5/23/2014 EXCEPT FOR THE REVISIONS 1 NOTED HEREON. eeesi r O r FLU05 `_30,60 N p87 \ \\\\\ ° l 00 TW F29.96EEG GOLF COURSE w� ORi ' S5 L=8.76 p\\ 2 TW 37.15 p \ \ \ s\ TF 29.82 30.9631.54 e TW 37.46 FL 30.48 o \ \ F 30.13 FIL \ T , 1 34, 6g 6 oir �%2\° FL 0• �.� / x L o e �0.92 EX 5 \ \ i 30 "R: B O -:EASEMENT„ f 3 . - �° �� \ ti No oEo „, ° \ 2 22 �o .�P PLAN 21 EX 60" B.O.R. IRRIGATION MAfN✓ ' ,"" y PLAN 22 PE=431.10 ,, _. P TW 37.93 PE=431.50 .. P FF=431.70 \ a �,} ... off' TF 36.60 g FF=432.10 FIL 5 _. _ FL HP � �`; 31.77 31.27 30.80 31.20 J 3� s o o Z FS,., sp o HIP o r 32.68 i t . ^7 ' � �\, ,'--• i ''\� �-` .• ,," -' � .....,: L=8.44 � � C .< ., 2 n ,; 23 ° \�o �\ HP80 32.60 6 3a z FS PLAN 21 R y . o 32.33 v FL , ''� �- o�, 31.77 � - \ Fs PE=431.90 s 33.09 TW 38.46 FL \ FF=432.50 31.6o HP20 0 f% TF 31.13 �� O �.�a TW36.62 66ii %t r o Z 1 0 o o S.33 / FS.33 ^ a p® 6 TF 29.96 GRADE TO DRAT TY' ALL LOTS t e W� 1 24 . o\\e �� `jai Np WALL OPENING TYP.O N f P ) _._., `� 0 32.83 PLAN 23R so>a 0 �w �c o SEE DETAIL F 13` �.6� 6 4 Z 8�4 FS PE=432.40 ° 'his 32.33 1 TW 38.90 FF=433.00, /G�^^ FS ® \ FL.53 GB ✓ y TF 31.57 32.28 32.33 32.83 `�0 32.23 ' FL 37__ \ FS FL FS 5 rn GF 431 FS83 c� 31.60 p .- _ w 1 .. o TW 39.40 C: FL 1 HP TW 37.15 10 N 8.9 32.10 0 1 w\ 32.07 p Q �° Q TF 29.82 31.08 „„ ;. �, � ° Hp 32.30 31.77 GF=431.50 a �n 58 , 5 0 0>os '� ,'° 1` ® FS FS 37.46 31.48 30.48 FS i Y 4,42 g ®33.27 l 33.28 ® 32.82 1 2J \ 32.71 ® �i30.92 31.48 /1 32.71 �o �0° 9' ° FS 10 FS 1°j0 ,°ten FL FL -GB d, \ 51 w L=29.48 � PLAN 21 <� FS FS •�\� ,� o` -_ --- -- 0 0 =PE=�0 32.83 o r 32.33 1.2 t° \;w:. _ __.. �' Tw 3 . � o FF 433.50 � � P' Fs GF-431 90 8 ,, _ _ .. �- ° , '-° L 72.75EX LEY GUTTE� f + ' N TF 32.63 `' PLAN 22 ,` �� rnp FS l� 33.68 ' PE=433.40 "P` FL -GB t. a u � \ , 32.75 31.88 ✓ 1 18 1B 18. m r Q FF=434.00 , HIP FS �, 32.60 HP 1 TW 37.93 FS ��_L;66;f2 1 T9. TO ...., d ��II TW 39.77 27 00 C1 HP FS 32.68 5 TF 30.60 2 6 a U �a'c 32.60 FS 32.35 ' ro +, , ° TF 33.11 33 I PLAN 23R ° �� P� _ FS ` 2 56 i}I FF=433. 0 nP HP 3283- FS FL GB ®°' 2 29.66 H - _ 111 -.. a2 29.71 TG o r . 33.10 HP o p a o `32.48.77 `'wa° 29.86 2 TC _.EX 10 VCP SEWER MAIN aa. f / PLAN822R HIP 0\ sp GF=432.50 FL -GB Tc „ .T PE-434.20 10 v HP 1 \ FS y ` „„ TC t ., - _ \\\ = a� TN 2R dR . �\ d�\\'1 a�� 2�93 EX VALLEI-,GUTTER UNDERGROUND SERVICE ALERT CALL TOLL FREE ORE yo G o U c 811 1 2 WORKING DAYS BEFORE YOU DIG DRAINAGE CONSTRUCTION NOTES a INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1 % SLOPE OR PER PLAN Q INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN PLANTER AREAS, OR APPROVED EQUAL CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET ® INSTALL 4" CAP INSTALL NDS PART NO. 920B SQUARE GRATE, OR APPROVED EQUAL 39.84 39.75 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE OEM M FL FL 7�\ REVISED MAT SLAB NOTE & LOT 31 UNIT 40.05 } 39.74 SEAL - ENGINEER NOTE: I FL 40.03 IN THE CITY OF LA QUINTA, CALIFORNIA L=65.03 WORK CONTAINED WITHIN THESE PLANS SHALL FL A 3.0' SIDE YARD SETBACK WILL BE Fn _Z L=24.18 U? L� _z M _Z o 38.19 38.00 FL FL a N �� z28QS 40.27 FL 38.25 p o FL 37.51 FL FL FL C) 0 TW 46.60 r TW 46.57 L=16.47 TF39.27 41 07 TF 39.24 - ^ L=6.42 8" NYLOPLAST INLINE DRAIN W/ STD. H-20 RATED GRATE SEE PLAN977L H. 40 8" X 4" PVC I` REDUCING TEE 11-3/8" TO 3/4" WASHED ROCK GEOTEXTILE FABRIC BUBBLER BOX DETAIL NTS 0 20 30 40 60 SCALE: 1" = 20' ( IN FEET) 6TH SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 9/29/20 EXCEPT FOR THE REVISIONS NOTED HEREON. 9 VESS © wee o�q W �t 9Tso �cI Zz Cm No. 26662 A * EXP. 3-31-22 *' tep2t sTq � cr �&- L=65.02 APPROVED FOR PERMITTING 100 1 '! AJ ORTEGA DATE BUILDING OFFICIAL CITY OF LA QUINTA GRADE TO DRAIN (TYP. ALL LOTS) 37.50 37.82 1 FL FL I L=27.33 L=37.88 PLANNING AND ZONING COMPLIANCE CHERIFLORES DATE PLANNING MANAGER CITY OF LA QUINTA REQUIRED UTILITY REVISIONS O2 ABANDON 4" SEWER LATERAL 03 ABANDON 1" WATER SERVICE ® INSTALL 1" WATER SERVICE O INSTALL 4" SEWER LATERAL NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). t42FSF0.23 FLS Z o o CD o O N a LO o61' N _zL-10.2337o TW 44.35 `�' LO N oo TF 37.02 LID LO 37.67 o TW 44.35 z O 41.43 F0.37 TW 46.38 FL TF 37.02 oFS TF 37.71 37.67 o 0 38,43 38.23 FL5' L" 36 41.23 �' ° /FL 39.24 38.38 FL .18 -37.97 TW 44.35 37.97 "'FS FL FL TF 37.02 PLAN 21 FS o 35 r TW 44.83 9.76' t' _ 9° 37.68 37.73 TW 7.32 N c,�PE=440.80 o PLAN 23 5, TF 37.50 FL FLTF 37.32 ry FF=441.40 41.23 C PE=441.00 }0 5' * � FS � FF=441.60 39.40 I, 32 38.35 ID5 8' 30* r , FL TW 44.51 4 _ FS PLAN 23 0 0 TF 37.$5 40.20 i • ---_, O AC J HP 41.20 5 40.60 41.13 z rn ° o PE=438.30 PLAN 23R r ED 40.50 FS u u I �c HP p TG FS I z 0 8' 34 0 33 0 o FF=438.90 a� o o. PE=438.60 38.42 I p 2 40.70 o J i _"1 w PLAN 21 R to o �o o L * 01 FF -439.20 FL _ I _ ° _ � o PLAN 21 R LO - � � 31 to TG \ 40.50 (�, i ❑ -� O 6 -' 16 ' 1 PE -439.00 � o MIN o � 39.40 "A" � „ PE=438.80 PLAN 21 5' o� r � HP 5' o FF=439.60 rI �► 5 41.20 1 / � 38.oa r 40.70 � � FS � A FF=439.40 PE=438.30 0 29* o A/C FS y INV HP � ^- - : FF=438.90 0 5' o ac 40.70 o N [) (]' -� CDL Ln PLAN 22 "' ❑ o HP 1� 39.40 �'1" �-� o d u PE=439.00 0 o ,vC - aC J L FS 5, °r° J. ° 5, FF -439.60 0 _ _ _ If LO 5' o 5 TOC770 f o we -� L - 38.00 HP00 HP00 '� 5 _ _ o �"' 41.17 co ' 38_70 38.70 HP © O- J 38.30 o FS 1 j % HP HP 39.92 r 38.50 38.50 38.00 FL -GB 40.47 39.40 HP HP AC HP HP HP o FS HP -W 46.60 FS 41.23 J 'F 39.27 FS48 FS o o o r "A" rr n we 1 G F=440.80 t 5 Q ❑ a c ► A wC 38.70 o 40.48 - 1 01 to ❑ ❑ o we IcN F 2 40.70 1 0 0 o is 8 0 �❑ ©u H P 38.70 91 S TW 46.57 TG 5 ci o 0 CD we we I 5.71% TF 39.24 39.40 � LO E= o 0 LO 0 0 �C H P / 00. 40.28 - 40.18 40.78 = _ TW 46.91 ° ° t FS o o i o o �? �? vc FSII- -GB 9. 8 FL -GB FS r Ln Lp o. O o o N 00 o FL GB - 40 3 TF 39.58 WALL OPE IN Y o o o o r I LO o r - o o FL GB GF 441.00 SEED TAI 0 0 o L� p J --- EX 0 CURB 0 1`- ° ❑ - ^ l cv� R o LO o 40.37 40.98 1 0 38.87 1 66' t ° ° 1 L=8 0 5 0 9.08 5,02 10 °4 o FL -GB 40.98 FS FS CD 1 •C 39.16 I ' � - W � � FS - _a FL 5 F=4 5 t 5 _ � � TW 44.83 j TC 39.36 1 - o GF=438.80 G 38.30 r TC 39.41 L-66.26 ^ a TG 39.73 o o - o © = TF 37.50 0 0 37.67 TW 44.35 GF -438.60 0 0 TC �, 3 1 1 G F=439.00 38.1$ 38.28 TF 37.02 G F= 8.30 c R�3 39,50 INV 37.20 1c� o 1~ �j of 1 38.3 FL -GB 1 1 f TC co o ti �o co TW 46 38 38.98 38.38 FL G 38.78 FL -GB 38.28 FS 1 37.68 = _ ' TF 37.32 11 ✓ r�1 \1 t 16 55 0 TF 37.1 FS FL -GB FS FS - -° ° 37.67 38.28 7 7 TW 44.35 ° °- 38.58 1 i --"'----.-_ N 39.75 FL -GB 37.97 LDY" �O TC 39.$5 _ - o - - - FL -GB FS TF 37.02 - GF=439.00 - - - - - L- B FS FL -GB cl) TC 4.26% 40.50 0\° 0 00 - p 38.35 0 0 gcli o e o 37.97 - 38.42 39.98 / 1 MH o 40.34 FS �.� FL -GB �a N _ I N FL -GB FL -GB FS o FS 9.96 r� I L=2.12 M Lv c�i o a N LO o o _ 3 0l - o M LO o c\I ch ° a o r LV I cfl LO �Ny � - � O ch 39.47 n FS co co c+� c4 r; rn o o Ln t ..W o TC 4.21 /° 39.99 �_ cV N _ W LO o o 39.98 ,� f - - W -� 0 37.72 EX 0" CURB CO o cN o 0D N L=70.03 �=/ ti =18.10 a f �GB N� FS TW 44.51 ^ Q FL -GB ° LC3.58 L 65.03 i 1ic� TF 37.85 _ 2.62% 39.79 FL 37.68 _ _ L=46.98 �., �- 1.0 /° TC 37.20 65.01 5 00 EX 8"VCP SEWER MAIN -- 37.62 0 37.04 36.96 36.88 - J 0. 2% o _ TC TC 36.78 36.71 36.83 •88 36.92 37.16 t - L= 9 ° EX 8 DIP WATER MAIN 39.37 52.25 �` TC �; MH TC. TC TC TC, 36.77 C TC - TC 37.41 37.51 37.56 _ FH 3 TC _ _ TC 37.62 31.38 WALL OPENING TYP. EX VALLEY GUTTER TC 4�0 -� 37.3Q ---- --__ _ a� 4 TC _ TC . TC 1 - - - X 8" VCP SEWER MAIN o L`=fi0.01 TC o F -GB SEE DETAIL L-6 3 - _ 1.5 TC - - - - - - - --__ HLOY 11911 2 d f E n X 1 6 30 g O 37.67 _n_ __ . _ r _ i N 5.21 % 2_% , �re�s 37.31 38.04 EA FS il F H � , TC FS -GB �• % --_ _ CO 4 EX 8" DIP WATER MAIN ' 1 0 L=23.74 /1 1 d _ EX 6p„ B•O EX VALLEY GUTTER EX VALLEY GUTTER RRIGATION LOT FN j r1 M _ Airy LANDSCAPE AREA7-7 LANDSCAPE AREA _ TIC `v "t. �� _ FH 1 -� .36.77 - _ AlUpq�U 1 ------- -3&77 TC 36.72 �1_ TC 30.62 TIC 36.39 _..._._---.-_. ---- L=65.89 _ TC 36.22 __ -' - ----� _ �_ _ �._. �._ `'�_; .__ . _v _� ...- � - -:- ..;� _.. _.. � .a �,e _ _.. FH 36:15 - - TC TC 36.05 ---- - -. - MH it o N o 36.00 ___ - _ -- - _ Il [I _ _; \ L=65.46 TC - -I 35.66 TQ aR 35.17 - - - _ - -- -_-- _ _ _. TC � ..._ MH r_ �i LO N o o FTC 35.56 .._ 35.46 R, ,.., TC 1 „ 34.45------------- 34.84 -_____ TC - -,v 35.0 _ _,_ 34:$6 TC. _ 1�0�� TC �.v35�.22� 35.08.. TC 34:79 34 69f__ .-_ _ TC -�co o L=65.17 TC I -C TC `, L_o TC TQC TSEE sunEEU u NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE OEM M u©LF COURSE REVISED MAT SLAB NOTE & LOT 31 UNIT 40.05 SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER NOTE: L= 41.37 FL 40.23 FL IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS A 3.0' SIDE YARD SETBACK WILL BE Fn MAINTAINED FOR MECHANICAL EQUIPMENT. q L� GRADE TO DRA (TYP. ALL LOTS) 38.19 38.00 FL FL 38.01 37.53 37.51 O z28QS 40.27 FL 38.25 SHOWN ON THE RECORDS EXAMINED ARE INDICATED Q FL 37.51 FL FL FL C) L CFL _ '40.3g L=23 67 L=16.47 L=48.56 z L=40.01 L=24.73 41 07 TW 46.91 40.37 TF 39.58 - ^ L=6.42 L=36.51 z z z g z z o L=65.02 APPROVED FOR PERMITTING 100 1 '! AJ ORTEGA DATE BUILDING OFFICIAL CITY OF LA QUINTA GRADE TO DRAIN (TYP. ALL LOTS) 37.50 37.82 1 FL FL I L=27.33 L=37.88 PLANNING AND ZONING COMPLIANCE CHERIFLORES DATE PLANNING MANAGER CITY OF LA QUINTA REQUIRED UTILITY REVISIONS O2 ABANDON 4" SEWER LATERAL 03 ABANDON 1" WATER SERVICE ® INSTALL 1" WATER SERVICE O INSTALL 4" SEWER LATERAL NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). t42FSF0.23 FLS Z o o CD o O N a LO o61' N _zL-10.2337o TW 44.35 `�' LO N oo TF 37.02 LID LO 37.67 o TW 44.35 z O 41.43 F0.37 TW 46.38 FL TF 37.02 oFS TF 37.71 37.67 o 0 38,43 38.23 FL5' L" 36 41.23 �' ° /FL 39.24 38.38 FL .18 -37.97 TW 44.35 37.97 "'FS FL FL TF 37.02 PLAN 21 FS o 35 r TW 44.83 9.76' t' _ 9° 37.68 37.73 TW 7.32 N c,�PE=440.80 o PLAN 23 5, TF 37.50 FL FLTF 37.32 ry FF=441.40 41.23 C PE=441.00 }0 5' * � FS � FF=441.60 39.40 I, 32 38.35 ID5 8' 30* r , FL TW 44.51 4 _ FS PLAN 23 0 0 TF 37.$5 40.20 i • ---_, O AC J HP 41.20 5 40.60 41.13 z rn ° o PE=438.30 PLAN 23R r ED 40.50 FS u u I �c HP p TG FS I z 0 8' 34 0 33 0 o FF=438.90 a� o o. PE=438.60 38.42 I p 2 40.70 o J i _"1 w PLAN 21 R to o �o o L * 01 FF -439.20 FL _ I _ ° _ � o PLAN 21 R LO - � � 31 to TG \ 40.50 (�, i ❑ -� O 6 -' 16 ' 1 PE -439.00 � o MIN o � 39.40 "A" � „ PE=438.80 PLAN 21 5' o� r � HP 5' o FF=439.60 rI �► 5 41.20 1 / � 38.oa r 40.70 � � FS � A FF=439.40 PE=438.30 0 29* o A/C FS y INV HP � ^- - : FF=438.90 0 5' o ac 40.70 o N [) (]' -� CDL Ln PLAN 22 "' ❑ o HP 1� 39.40 �'1" �-� o d u PE=439.00 0 o ,vC - aC J L FS 5, °r° J. ° 5, FF -439.60 0 _ _ _ If LO 5' o 5 TOC770 f o we -� L - 38.00 HP00 HP00 '� 5 _ _ o �"' 41.17 co ' 38_70 38.70 HP © O- J 38.30 o FS 1 j % HP HP 39.92 r 38.50 38.50 38.00 FL -GB 40.47 39.40 HP HP AC HP HP HP o FS HP -W 46.60 FS 41.23 J 'F 39.27 FS48 FS o o o r "A" rr n we 1 G F=440.80 t 5 Q ❑ a c ► A wC 38.70 o 40.48 - 1 01 to ❑ ❑ o we IcN F 2 40.70 1 0 0 o is 8 0 �❑ ©u H P 38.70 91 S TW 46.57 TG 5 ci o 0 CD we we I 5.71% TF 39.24 39.40 � LO E= o 0 LO 0 0 �C H P / 00. 40.28 - 40.18 40.78 = _ TW 46.91 ° ° t FS o o i o o �? �? vc FSII- -GB 9. 8 FL -GB FS r Ln Lp o. O o o N 00 o FL GB - 40 3 TF 39.58 WALL OPE IN Y o o o o r I LO o r - o o FL GB GF 441.00 SEED TAI 0 0 o L� p J --- EX 0 CURB 0 1`- ° ❑ - ^ l cv� R o LO o 40.37 40.98 1 0 38.87 1 66' t ° ° 1 L=8 0 5 0 9.08 5,02 10 °4 o FL -GB 40.98 FS FS CD 1 •C 39.16 I ' � - W � � FS - _a FL 5 F=4 5 t 5 _ � � TW 44.83 j TC 39.36 1 - o GF=438.80 G 38.30 r TC 39.41 L-66.26 ^ a TG 39.73 o o - o © = TF 37.50 0 0 37.67 TW 44.35 GF -438.60 0 0 TC �, 3 1 1 G F=439.00 38.1$ 38.28 TF 37.02 G F= 8.30 c R�3 39,50 INV 37.20 1c� o 1~ �j of 1 38.3 FL -GB 1 1 f TC co o ti �o co TW 46 38 38.98 38.38 FL G 38.78 FL -GB 38.28 FS 1 37.68 = _ ' TF 37.32 11 ✓ r�1 \1 t 16 55 0 TF 37.1 FS FL -GB FS FS - -° ° 37.67 38.28 7 7 TW 44.35 ° °- 38.58 1 i --"'----.-_ N 39.75 FL -GB 37.97 LDY" �O TC 39.$5 _ - o - - - FL -GB FS TF 37.02 - GF=439.00 - - - - - L- B FS FL -GB cl) TC 4.26% 40.50 0\° 0 00 - p 38.35 0 0 gcli o e o 37.97 - 38.42 39.98 / 1 MH o 40.34 FS �.� FL -GB �a N _ I N FL -GB FL -GB FS o FS 9.96 r� I L=2.12 M Lv c�i o a N LO o o _ 3 0l - o M LO o c\I ch ° a o r LV I cfl LO �Ny � - � O ch 39.47 n FS co co c+� c4 r; rn o o Ln t ..W o TC 4.21 /° 39.99 �_ cV N _ W LO o o 39.98 ,� f - - W -� 0 37.72 EX 0" CURB CO o cN o 0D N L=70.03 �=/ ti =18.10 a f �GB N� FS TW 44.51 ^ Q FL -GB ° LC3.58 L 65.03 i 1ic� TF 37.85 _ 2.62% 39.79 FL 37.68 _ _ L=46.98 �., �- 1.0 /° TC 37.20 65.01 5 00 EX 8"VCP SEWER MAIN -- 37.62 0 37.04 36.96 36.88 - J 0. 2% o _ TC TC 36.78 36.71 36.83 •88 36.92 37.16 t - L= 9 ° EX 8 DIP WATER MAIN 39.37 52.25 �` TC �; MH TC. TC TC TC, 36.77 C TC - TC 37.41 37.51 37.56 _ FH 3 TC _ _ TC 37.62 31.38 WALL OPENING TYP. EX VALLEY GUTTER TC 4�0 -� 37.3Q ---- --__ _ a� 4 TC _ TC . TC 1 - - - X 8" VCP SEWER MAIN o L`=fi0.01 TC o F -GB SEE DETAIL L-6 3 - _ 1.5 TC - - - - - - - --__ HLOY 11911 2 d f E n X 1 6 30 g O 37.67 _n_ __ . _ r _ i N 5.21 % 2_% , �re�s 37.31 38.04 EA FS il F H � , TC FS -GB �• % --_ _ CO 4 EX 8" DIP WATER MAIN ' 1 0 L=23.74 /1 1 d _ EX 6p„ B•O EX VALLEY GUTTER EX VALLEY GUTTER RRIGATION LOT FN j r1 M _ Airy LANDSCAPE AREA7-7 LANDSCAPE AREA _ TIC `v "t. �� _ FH 1 -� .36.77 - _ AlUpq�U 1 ------- -3&77 TC 36.72 �1_ TC 30.62 TIC 36.39 _..._._---.-_. ---- L=65.89 _ TC 36.22 __ -' - ----� _ �_ _ �._. �._ `'�_; .__ . _v _� ...- � - -:- ..;� _.. _.. � .a �,e _ _.. FH 36:15 - - TC TC 36.05 ---- - -. - MH it o N o 36.00 ___ - _ -- - _ Il [I _ _; \ L=65.46 TC - -I 35.66 TQ aR 35.17 - - - _ - -- -_-- _ _ _. TC � ..._ MH r_ �i LO N o o FTC 35.56 .._ 35.46 R, ,.., TC 1 „ 34.45------------- 34.84 -_____ TC - -,v 35.0 _ _,_ 34:$6 TC. _ 1�0�� TC �.v35�.22� 35.08.. TC 34:79 34 69f__ .-_ _ TC -�co o L=65.17 TC I -C TC `, L_o TC TQC TSEE sunEEU u NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE Al REVISED MAT SLAB NOTE & LOT 31 UNIT 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 THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE BM # P.D. 109-70 ELEV. 27.941 NAVD 29 { > PRECISE GRADING PLAN NOT COMMENCE UNTIL AN ENCROACHMENT A PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED Q REVISED LOT 32 UNIT ( nn�7 n JI"I W � s 0 m E N G � N E E R L H a 109-70 CHISELED SQUARE PERMIT AND/OR GRADING ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. Q REVISED FINISHED �OFESS Q O/I/ ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PURSUANT DELETED MAT SLAB REQUIREMENT. '9T CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. 3 THE PRIVATE ENGINEER SIGNING THESE PLANS LIABILITY AND TO HOLD UNDERSIGNED IMPROVEMENTS Q �O S� 2� ALONG JACKSON ST. FROM AMENDMENT NO. 2 TRACT 31681'3 AGREES TO ASSUME THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD FLOOR ELEVATION OF LOT 33 /� O 48-725 VERBENA ROAD IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE Q REVISED LOT 34 UNIT TO 21 R z _ UJ Z - ZO O m PALL DESERT, CA 92250 PH: {760) 275-1553 HWY. 111. THEN 2.0 MILES W. ALONG AVE. 50,45 FT, LOTS 29 - til 36 HEREON. IN THE EVENT of DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE r -- -/ - w m � No. 26662 z7 WEST of MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED 0 REVISED LOT 35 UNIT TO 23 BRYAN CKINNEY, P.E. RCE NO. 49418 EXP. 3-31-22 8'S. OF AVE. 50. AND 18'S . CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND © REVISED LOT 36 UNIT TO 21 & ADDED DRAINAGE NOTES CITY ENGINEER s ��� CtVI\�P IN THE NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 6 SHITS. W. PREPA D BY: LLOYD W. WATSON R.C.E. NO. 26662 ACCEPTABLE SOLUTION AND REVISING THE FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE REVISIONS APPR DATE DATE: OF CALF / SCALE: FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS D THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER EXP. DATE 9/30/22 (/i/ DATE: SCALE AS SHOWN UNDERGROUND SERVICE ALERT GALL TOLL FREE @�F ORF r0 ti (O 811 2 WORKING DAYS BEFORE YOU DIG 39.84 39 75 FL FL 39.74 FL 40.04 L=65-03 FL _z z L=24.19 L o u� 0 TW 46.60 T- TW 46.57 TF 39.27 TF 39.24 x39.92 a 39.88 0.17 I FIL jL !� 171 EASAKU PLF COURSE \" PIQ 37 5 r,o 36 C3 PLAN PE=441 FF=44' 40.20 HP ; "r `' ❑ �� 40.20 HP arc 40.50 n D F( ND H P In�n�nl o � AfC � af3 of 0 J 5' o Lo 39.92 FL -GB 5' -W 46.60 40.48 'F 39.27 FS p 1 - 0 20 30 40 60 SCALE: 1" = 20' ( IN FEET) 5TH SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 11/19/19 EXCEPT FOR THE REVISIONS NOTED HEREON. PaoF�ss, h N. 26062 x; � OF CA 100 APPROVED FOR PERMITTING PLANNING AND 70NING COMPLIANCE �' " &��' , &�" t--' T/�- AJ ORTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA REQUIRED UTILITY REVISIONS Q ABANDON 4" SEWER LATERAL O ABANDON 1" WATER SERVICE ® INSTALL 1" WATER SERVICE O INSTALL 4" SEWER LATERAL EASIT R ROLLCURSE NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED. * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). NOTE: ' t�4p.3r FL 40.23 FL A 3.0' SIDE YARD SETBACK WILL BE GRADE TO DRAIN (TYP. ALL LOTS) _z MAINTAINED FOR MECHANICAL EQUIPMENT. 38.19 38.00 26.p GRADE TO DRA {TYP. ALL LOTS) FL FL 38.01 Lo z S FL 37.53 37.51 37.51 37.50 o � 40.27 38.25 FL FL FL FL 37.82 o � FL FL L=23.67 � L=48.56 L-24.73 L-65.02 FL 37.84 +.n t�4p_38 L=16.47 Z L=40.01 FL 38.16 o z � - L=27.33 FL 40.17 TW 46.91 L=36.51 z _z L=37.88 FL 40.37 TF 39.58 t- L=6.42 _Z o � & z g ` FL N g r` o o rn o Lo 0 o o N o 2 o TW 44.35 ° L=10.23 L`35 co B o TF 37.02 � ry o 37.67 o TW 44.35 z 40.37 TW 46.38 FL TF 37.02 � 5 F� 43 FL TF 37.71 37.67 _ 38.43 38.23 FL ° 39.24 38.38 38.18 TW 44.35 37.97 37.97 0 FL FS FL FL FL TF 37.02 37.73 FL FL TW 44.65 35 �' TW 44.83 9.76' r 9' 37.68 o PLAN 23 51 TF 37.50 FL TF 37.32 PE_ 441.00 �� iii 1 o p o FF -441.60 3S40 ° 5 32* 5' ` r QD 0 PLAN 23 $ 30* L a PE=438.30 PLAN 23R z 8' ° FF=438.90 0 ° r Q o 34 33 o o n o PE=438.60 38.42 W ° `n PLAN 21 R o o a o * o f - 6 FF=439.20 a FL PLAN 21 R � � 1 0 - � �0 3 J a m oo L HP ❑ ❑ _ o PE=439.00 ,- HP o `� 39.40 A � � „ �� PE -438.80 PLAN 21 5, 4 .7 " FS FF=439.60 „ A FF=439.40 5 PE=438.30 * 1 HID a co iJ ❑ _ J FF=438.90 Q L }0 29 40.70 0 ❑ I� PLAN 22 H� CD 39.40 5, N ❑ ❑ ` 1 PE -439.00 a,c I I >� m rl r{co � L FS � 5' F F=439.fi0 ° I r 5' � a<c �p L � 38.00 H8P.00 H8P.00 0 o f 70 38.70 -� HP 0 p- J 38.30 HP HP 38.50 38.50 38.00 38.30 HP 39.40 HP HP vc HP FS HP A j'Lo- a'c 5' o ° wr Mc o ac n q n a,c 38.70 40.48 GF -440.80 0° A� IN �� 5 o El \ a'c \ u HP �j N FS TW 46.57 j'Lo we o a'c ° a ac P 39.40 g `r' d o 8_0 "' s� o 5.71% j TF 39240 CD o ac 4028 1 -� 40.17 40.78 1 ° ° 1 FS p o `�' In FS -GB 9. 8 FL -GB a I ,a o o� 0 4 a nc CD FL GB FS a TW 46.91 WALL OPE IN Y 1 ° CD o I a o . TF 39.58 SEE D TAI O �o n 1 r ° GF=441.OQ [EX 0" CURB �� o L_6 N % 40.17 40.37 40.98 1 f b I 38.87 1 66' I 5, a R o n 9.08 5-02 i ai FL -GB FL -GB 40.98 FS = FS o a 39.16 �� 40.37 5 5' I o C TC o Lu p FS - _❑ a FL -GB TW 44.83 GF=438.30 39.36 ,� � ,� - Q o TF 37.50 GF=438.80 TW 44.35 b GF=438.60 0 39.41 L465.26 LL 0 _� 37.67 TC TC 39.50 N ? o o GF=439.00 1 38.3 38.18 FL -GB 38'28 TF 37.02 GF= 8.30 T >`1� TW 46 38 38.98 38.3$ FL G 38.78 FL -GB 38.28 FS 1 Q o 1 TW 44.65 �- 1 37.68 _ L 16 55 co �� TF 7. 1 FS FL -GB FS FS - n 37.67 FL -GB 38.28 TW 44.35 TF 37,32 39.75 7. ❑ n_ 38.58 37.97 39.85 0 - - FL -GB FS TF 37.02 - FS FL -GB GF=439.00 -- - o TC 426% 40.50 Q° 38.35 0 L- B M H o 40.34 FS � F o N a 4 0 0 0 0 0 1 37.97 38.42 39.98 _ o L G B j crib o cn cv o a F L -G B FS r� o u, co 0 o a a ° FL -GB ° FS 39.96 - L=2.12 >` �n a c� N o c i � (o o c rr� 11 r` )� �f 1` o 39.47 FS i o a uo c+� � T rn o0 1� o 0 rn u1 ° 37.72 EX 0 CURB N N 39.98 o TC 4.21 39.99 N N _en o ° I T L=70.03 = o `r' co - o N Q 39.79 C 2 1 -18.10 � � u, o f FS 262% FL -GB 1L ° L=3.58 37.68 7 ---- L 65.03 L=46.98 a = r iLr) c38.740% E2% TC 3 .20 f -65.01 5 � FS GB EX 8" VCP SEWER MAIN ��� 37.62 � TC 37.04 36.96 36.88 36.78 3671 .88 36.92 37.16 EX 8" DIP WATER MAIN FH39.37 L=52.25 p-�o TC MH 3 TC TC TC TC TC 36.77 TC83 C TC TC 37.41 37.51 37.56 37.62 EX VALLEY GUTTER TC .310 ff 7 - -� I 4 TC J TC TC TC L=10 01 TC II- � II II I 0 3 .30 - -� _ X 8 VCP SEWER MAIN cp ° L=61.53 TC ~� - - - - - _ MH c� 2 0f EX 30' g O 37.67 �`� �0 f N R 5.21% 2 /r° ERSEMENT FS -' 37.31 38.04 FH TC FS -GB 0 °j 4 EX 8" DIP WATER MAIN I Lu ~�' L=23.74 `Ek 60 S,0 R. ��RIGATIO ��� „�„ EX VALLEY GUTTER � EX VALLEY GUTTER FH N ti1AlN LANDSCAPE AREA LUu 118D M5 11 I L.AI N52APE AREA io 38.35 a 0 38.70 I HP 00 T__ II N I I 4 0 0 TW 44.51 ( J TF 37.85 1 3 .38 I WALL OPENING TYP E -GB j SEE DETAIL Oq rr F H _ 36.77 _ ANDALUSIA TC 36.72 S!A TC 36.62 o j TC � a 36.39 - L=65 89 TC 36.22 � FH ~ � 36.15 TC 36.05 36.00 T - ~� �� _ MH c1q_ C 35.61 � MH L-6 TC TC - -� C", N 35.76 35.66 35.17- - - - i - - TC TC 35.56 35.46 TC JTC 34.45 35.01 34.86 TC 3522 35.0834.79 T! .69 �sz R cfl �o _- .. - . _ _ I n 1_ o ! L=65.17 z TC TC T�- TC TC T� IT!". NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE Q REVISED MAT SLAB NOTE & LOT 31 UNIT 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.p- 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSEREVISED LOT 32 UNIT PRECISE G RADE N G PLA N PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED dFE55 W u H LC (u (f� 109-70 CHISELED SQUAR WITH THEIR APPROXIMATE LOCATION AND EXTENT- QR �'I/ NI ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR THE OWNER, BY ACCEPTING THESE PLANS OR DELETED MAT SLAB REQUIREMENT. REVISED FINISHED Q W 4( ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVFMENTS PURSUANT q WING WALL, 2.0 MILES s AMENDMENT NO, 2 TRACT 31681-3 � �O � � CIVIL ENGINEERING � LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD FLOOR ELEVATION OF LOT 33 ti� O SO 2� 50-200 I�ONROE STREET ALONG JACKSON ST. FROM 3 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES n zIHD10, CA g2Zp1 HWY. 111. THEN 2.0 MILES LOTS 29-36 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND -f Z UTILITIES OR STRUCTURES NOT REPORTED TO THE ® REVISED LOT 34 UNIT TO 21 R ' C7 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 r -- - W m WEST OF MADISON ST. CONTRACTOREXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECSUNDERSIGNED, NOT INDICATED OR SHOWN ON THE Na. 26662 � ARISING AFTER COUNTY APPROVAL DURING PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR O TOAKE DUEA RIC(-ECAAU IONARY MEASURES TOTHE CONTRACTOR ISEQUIRED 0 REVISED LOT 35 UNIT TO 23 BRYAN CKINNEY, P,E, RCE NO. 49418 EXP. 3-31-22 'y� AND 18'S. OF AVE. 50. 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 FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE 1>.q Cf V0_ PREPA D BY: LLOYD W. WAT ON R.C.F. NO, 26662 IN THE NE & SE 114 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 APPR DATE 9 o ZO� SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9130/22 DATE: OF Cp�1 FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE: ��� SCALE AS SHOWN APPROVED PLANNING AND ZONING UNDERGROUND SERVICE ALERT CALL TOLL FREE � o °® 811 2 WORKING DAYS BEFORE YOU DIG 7 5' 39.92 FL -GB 'W 46.60 'F 39.27 N NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, LANS OR THE OWNER, WITHBY IMPROVEMTING ENTS NT PURSUAN PROCEEDING WITH IMPROVEMENTS PURSUANT THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES 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 HEREON. IN THE EVENT OF DISCREPANCIES N THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE ARISING AFTER COUNTY APPROVAL DURING EXAMINED. THE CONTRACTOR IS REQUIRED TAKE DUE THE IS EQUIRED EE THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TRECORDS O TAKE DUE RIECAUTIONARY MNED. EASURES TOCTOR CONSTRUCTIONSTRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN 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 PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR CTRI ICTI IRCS PnNPCPMPn nrPnOF STARTINr WnPW REVISED MAT SLAB NOTE & LOT 31 UNIT REVISED LOT 32 UNIT DELETED MAT SLAB REQUIREMENT. REVISED FINISHED FLOOR ELEVATION OF LOT 33 REVISED LOT 34 UNIT TO 21 R "I"` y. REVISIONS ENGINEER APPRI DATE SCALE: 1" : 20' ( IN FEET) •TH SUBSTITUTE MYLAR iIS MYLAR IS IDENTICAL TO THE MYLAR 'PROVED BY THE CITY ENGINEER ON 1/31/19 EXCEPT FOR THE REVISIC DTED HEREON.IN a�p�'E�I %11 1e 1,jarl 0 6kt;;u 114l fly AJO TEGA DATE CHERIFLORES DATE INTERIM BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA I CITY OF LA QUINTA rsM I.MW (PMAn F Pn��RqP REQUIRED UTILITY REVISIONS Q ABANDON 4" SEWER LATERAL f J` c 03 ABANDON 1" WATER SERVICE 6' ® INSTALL V WATER SERVICE INSTALL 4" SEWER LATERAL NOTE: FOR REFERENCE ONLY. CVWD APPROVAL R 5 SQUIRED, . l HP I JV.V co _ N If /J J J ` J fA U �� J r` f,JJ I J 39.98 FS TVV 451 J I � — 37.85 � 1 F r, 1 3 38 WALL OPENING TYP. f -GB SEE DETAIL 4 ,DOA I 1 iB r i t SEE SHEEV 5 SEAL - CITY APPROVED BY THE CITY OF LA QUINTA I SEAL - ENGINEER I BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA ✓j C7 n No. 26662 ;t �7 {+ EXPC`IV BRY CKINNEY, P.E. RCE NO.49418 CITY ENGINEER EXP. DATE 9/30/20 DATE:z / i�20 \ 9 OF CALF /� BM#P.D. 41 (N 29) PRECISE GRADING PLAN MUSH EM� �M EE pn � (�1 � // 109-727.94E (NANDU I'JI'J w O<J u�J �jQj uv LC W �J Y[/ 109-70 CHISELED SQUARE ON CANAL BRIDGE S.E. FOR CIVIL BVg5D-2DOG 0 LAND PLANNING WING ALONG) CKSON87.FRL. 2.0 MILES AMENDMENT NO. 2 TRACT 31681-3 50-200 MONBIE STREET ALONG JACKSON ST. FROM IN010, CA 9220E HWY. 111. THEN 2.0 MILES LOTS 29-36 PH: (790) 275-1553 W. ALONG AVE. 50, 45 FT. WEST OF MADISON ST. AND 18' S. OF AVE. 50, SHEET NO: 3 BY: LLOYD W. WATSON R.C.E. NO.26662 IN THE NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. F 6 SHTS. SCALE: FOR: 7-0 1 FILE NO: DATE: litzaky SCALE AsSHOWN tad-ootl UNDERGROUND SERVICE ALERT CALL TOLL FREE Ob FORE yo U 'n 1-800- 227- 2600 2 WORKING DAYS BEFORE YOU DIG 39.84 39.75 FL FL 39.74 FL 40.04 L=65.03 FL _z z L=24.19 o 0 M V' o _z N O � 40.06 _ FL 40.20 ,4 j-37 L z m SCALE: 1" = 20' ( IN FEET) 3RD SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 11/10/2017 EXCEPT FOR THE REVISIONS NOTED HEREON. FESSI h , m No.26662 a EXcivp-NI CiV1- P s OF CAO NOTE: A 3.0' SIDE YARD SETBACK WILL BE MAINTAINED FOR MECHANICAL EQUIPMENT. o 8 GRADE TO DRAIN TYP. ALL LOTS F8 16 38.00 38.01 TW 46.60 I- TW 46.57 OS ( ) FL 37.53 37.51 TF 39.27 TF 39.24 u 40.37 FL FL FL 37.51 37.50 37 82 " FL 38.21 FL FL r39.92 - 39.88 0.17 © _Z L_40.3g FL = 51 L-23-67 z L=48.56 z L=24.73 L=65.02 L 27.33 38.16 FIL 37.84 L=16.47 L=40.01 FL FL 40.17 L 36. _z1. - _z L=37.88 FL L=6.42z FL �, o Z IE-) � No rn `o z C Z\° TW 46.91 w M o N `� o N z `° L=10.23 3 ° TF 39.58 is o M ro \ s26 0 37 o\° 1cf-, O� o TW 44.35 I 5' TF 37.02 LO 0 N 0 40.43 FIL o TW 44.35 z 0 0 36 5' FL 40.39 F 37718 ' FL TF 37.02 m - o PLAN 23 \ r FL TW 44.83 38.23 FL 67PLJI -' , B D �j - 5' PE=440.80 0 38.18 TW 44.35 37.97 u u I TF 44.8 FL 37.97 0 FF=441.40 - o "�' 1 FL TF 37.02 FL FL o <� ❑ p- J ---- 38.38 38.42 9.76' r-------_. _ 9' 37.68 37.73 TW 44.65 N 40.20 M o FL _ FL ° FL _ FL TF 37.32 HIP 40.20 ' d �� J o ° 1 ° 5' 32* 5, ' r 38.35 ac HP 1i 35 0 5' o PLAN 23 8' 30* 1 FL TW 44.51 40.50 / o z 'R PE=438.30 0 ' TF 37.85 c 0 PLAN 21 R 34 0 ° _ PLAN 23R r HP z ° FF=438.90 ° ° FL ac �.-° PE=441.00 Q Q PLAN 22R � 33 � ° ` 0 38.42 �� o a o 0 0 0. o PE=438.60 ❑ FF=441.60 w o 0 PE=439.00 LO PLAN 21 R o _ o 31 * 0 o FF=439.20 0 �( ► 40.50 FF=439.60 ,.A�� °' PE=438.80 0 PLAN 21 U? EJ HP 8' N 0 _ 11 �'A.. FF=439.40 5' S o PE=438.30 29* a o 1 L o J� FF=438.90loci 5 o L. PLAN 22 ' -� 40.70 co _ "' d �^ °o �" d �] PE=439.00�o° 0 0 40.70 HP ° o 0 5' �� FF=439.60 o 5' o oil I-IP s L11 - _j 38.00 38.00 38.00 �; 5 cr, 0 5' HP HP HP J 5' - co 0 38.70 38.30 39.92 5, I HP 38.50 38.50 c 38.00 FL -GB ° 38.30 HP -W 46.60 Ec 38.70 HP HP ' "� HP �' HP �_ J F 39.27 FS48 ❑ ❑ [[] ° HP r nA�r �� �� ac 1 ® o A'c ac ac A we f 38.70 I '-1 40.48 �- GF=440.80 5 c' 01 _ ac c ° c= FS , TW 46.57 I � � � \ � HP 38.70 0 0 � o uoi o o r� HP 5.71 % I TF 39.24 5' � ac � ° 40.28 i --� 40.17 40.78 1 - ° o o a `O , FS-GB 9. 8 FL -GB _ 0 o I o 0 0 0 o we r. FS _❑ ❑ TW 46.91 I o u� o N co -TF 39 o oo .LO c . p 1c; u' J r EX 0" CURB ^ ° L�5 `° N 40.17 GF=441.00 1 66' 1 ° ° ❑ ❑ 9.08 - 02 N w °" FL -GB 40. 3 TW 44.83 5 •C 39.16 ._ ° FL 40.39 TF 37.50 0 5 5' I 5' Q TC 39.36 j �I � 40.98 FL -GB WALL PENING TYP. 1 GF=438.80 GF=438.30 �n ° TC 3 -41 L 6626 a oI i� FS E DETAIL GF=439.00 0 0 37.67 44.35 _ GF=438.60 0 g` TC N j `n a 38.18 38.28 TF 37.02 G F= 8.30 1 39.50 c,.i d 38.98 38.42 1 3$. 3 FL -GB 1 0 TC L_ •,,. FS FL G 38.78 FL -GB 38.28 FS 1 37.68 TW 44.65 `- c_`' 39.75 _16 55 ° ( FL -GB 39.79 � � FS FS - ° ❑ 37.67 38.28 TW 44.35 TF 37.32 a00 - (l� _.�'`-Q �C 39.85 TC � `t 38.98 r' o -" ° o - - - _ FL -GB FL -GB FS TF 37.02 ° ❑- _ 38.58 37.97 GF=439.00 TC L i FS C) 0 - L- B FS FL -GB r 38 8 ° ° 37.97 - 38.42 39.98 MH a 2,52% 40.42 40.42 3.77% rn �i � o ° � o ° FS i 38.81 I. �1 0 °n ao `" o ' N � o - ° i FL -GB FL GB N FS-GB FS-GB FL G FS GB o L=2.12 ch r M u� a �! N ry cn c� a ° _ j 39.47 J 40.21 2% °o °o M co `� v co „ o oMo o TC TW 46.38 37.72 EX 0 CURB N (6 N N N ° o _ w rn �I 39.98 f 1.76% FS T L=70.03 �_ r a TF 37.71 37.68 \ =18.10 0 '�° in o N FS TW 44.51 fll L=3.58 L 65.03 L=46.98 _ II ,�-•. _ TC 37.20 a =85.01 5 � �' � 38.74 I F 37.85 EX 8" VCP SEWER MAIN . 0 37.62 0 37.04 36 96 36.88 CO L=52.25 1. > >, 2 /° TC ( MH TC T TC TC 36 78 36.71 36.83 .88 3 .92 37.16 �, 37.41 FS I J EX 8" DIP WATER MAIN FH '� 3 II _ TC 36 j7TC_ C T C TC TC51 37.56 EX VALLEY CUTTER 3° _ V ��37.62 1 3 38 WALL OPENING TYP. L=61.53 `�`° _' 37.3 -- - 4 " _ T t*10.01 -GB SEE DETAIL _ _______ _ X 8 VCP SEWI�SR MAIN co TC o C - - - - "All - -----_ MH 0 2 tl �® L9 A _ ° 30 37.67 _ _ N 5.21 /0 2 /° Ex ° O s O•R. EASEMENT FS ' 37.31 38.04 01. o FH TC FS-GB �%� EX 8" DIP WATER MAIN - w L=23.74 I o o //'EX 6p.� 8 0•R. IRRlG „ „ EX VALLEY GUTTER 0- EX VALLEY GUTTER ATION At FH - --- MAIN LAI NDSC APE AREA LANDSCAPE AREA TC _ ---- FH - 36.77. _ ANDALV TC 36.72 _ SIq TC 36.62 --�_ L=65. TC 36.45 T 36.05 o ° 89 ` ----__ TC'22 C .._--_---_._- _.-----_. _. ____- MH FH N \ 3&00 _ �I II °? - L=65.46 TC TC TC _ 35.17 - - - ------ --- - MH _ I o 3576 _10i° 35.66 35:Sfi34.84--------__ _ `r "' `\ n_ TC TC TC 35.4f'r 35.22/TC 35.08 35.Q�1ITC34.79 34.69 (TC�45(0 � In 'LL 65. 7 C hC Tr TC TC Tr C T� 1 - APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE owt 1 31 JAMES WIATF�AK DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA REQUIRED UTILITY REVISIONS Q ABANDON 4" SEWER LATERAL Q ABANDON 1" WATER SERVICE ® INSTALL V WATER SERVICE 0 INSTALL 4" SEWER LATERAL � � ©LF (�' OURSE NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED. EW S�(� * NOTE: MAT SLAB FOUNDATION REQUIRED. SLAB AREA TO BE 0.40' BELOW PAD ELEVATION (0.83 CONCRETE SLAB OVER 0.17 SAND). 0 GRADE TO DRAIN (TYP. ALL LOTS) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE Al REVISED MAT SLAB NOTE & LOT 31 UNIT 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 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE BM # P.D. 109-70 PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED REVISED LOT 32 UNIT a / ELEV. 27.941 (NAVD 29) PRECISE GRADING PLAN ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. Q�OFESS /� Y Q T S ©9 E c � H E E R I m 109-70 CHISELED SQUARE THE OWNER, BY ACCEPTING THESE PLANS OR Q DELETED MAT SLAB REQUIREMENT. REVISED FINISHED ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT �O� F CIVIL ENGINEERING 0 LAND PLANNING WING WALL. 2.0 MILES S. 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 FLOOR ELEVATION OF LOT 33 ALONG JACKSON ST. FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES O Q 50-200 NONROE STREET LOTS 29- 36 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND 2 Z INDIO, CA 92201 HWY. 111. THEN 2.0 MILES HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE m PH: (760) 275-1553 W. ALONG AVE. 50, 45 FT. R IS REQUIRED TO TAKE DUE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE NO. 26662 � WEST OF MADISON ST. EXAMINED. THE CONTRACTOR ARISING AFTER COUNTY APPROVAL OR DURING PROTECT THE UTILITIES E RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED AND 18' S. OF AVE. 50. PRECAUTIONARY MEASURES TO CONSTRUCTION THE PRIVATE ENGINEER SHALL TO TAKE DUE PRECAUTIONARY MEASURES TO BRY EXP. 66 MCKINNEY, P.E. RCE NO. "W20i STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND Q BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE CITY ENGINEER �� CIVIL PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NE & SE 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 APR DATE �_ �C, 9�' SCALE: 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: 3 OF cAL� FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE: / SCALE AS SHOWN KzOldka-0003 UNDERGROUND SERVICE ALERT CALL TOLL FREE gEF ORE y0 811 2 WORKING DAYS BEFORE YOU DIG 3RD SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 7113120 EXCEPT FOR THE REVISIONS NOTED HEREON. OToeR°W sscy y�'o yrs 0 No. 26662 EXP.331.Y2 C�V1� GRADE TO DRAIN (TYP. ALL LOTS) FL F L' 7L 0.51 z � z g ' LO I o DRAINAGE CONSTRUCTION NOTES UNDERGROUND UTILII Its 1O INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1% SLOPE OR PER PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY O INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN. 42.50 PLANTER AREAS, OR APPROVED EQUAL L=50.67 L=14.87 CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET FL ® INSTALL 4" CAP PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE PLANS INV MIN 2.0" O INSTALL NDS PART NO. 9208 SQUARE GRATE, OR APPROVED EQUAL BELOW CONCRETE OR L=39.77_z1N ACCURACY AND ACCEPTABILITY OF THE DESIGN PLANTER EMST R GOLF COURSE 0 30 40 60 NYLOPLAST INLINE DRAIN 20 STD. H-20 RATED GRATE SEE PLAN OG 0.50/ MIN. rte. 4" PVC SCH. 40 4" AREA DRAIN __JL z SEE PLAN �0 8"X4"PVC INV V o REDUCING TEE 3!8" TO 3/4" WASHED ROCK 4" PROP. STORM DRAIN PIPE GEOTEXTILE FABRIC SEE PLAN FOR SIZE OBUBBLER BOX DETAIL OAREA DRAIN DETAIL NTS NTS J OTYPICAL PLANTER DRAIN NTS 42 33 UNDERGROUND UTILII Its 4'2.28 42.50 GRADE TO DRAIN (TYP ALL LOTF140.70 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY FIL NOT COMMENCE T COM E GE UN IL AN ENCROACHMENT FL FL 42.50 PERMIT AND/OR A GRADING PERMIT HAS BEEN L=50.67 L=14.87 _ t=25.41 FL WITH THEIR APPROXIMATE LOCATIC THE OWNER, BY ACCEPTING THESE AMENDMENT NO. 2 TRACT 31681-3 PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIAE S RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF L=39.77_z1N ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UI HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REI UNDERSIGNED NOT INDICATED OR ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRA CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARYRSTRU 9 BY: LLOYD W. WATSON R.C.E. NO. 26662 '�o l 9III BE RESPONSIBLE FOR THE DETERMINING AN THE CONTRACTOR'S FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S 1.() u� eo N o jl!� I _ 5' L=1.52 40.40 FL /j z LO l 50 95 0 j - 39 I40:82IPLAN 22 o PE=441.10 _ FL FF=441.70 40 PLAN 22R L=15.06 J z}� g 0 5' 38 PLAN 23 PE=440.60 F F=441.20 APPROVED FOR PERMITTING 100 AJORTEGA DATE�1 BUILDING OFFICIAL 037MG 2W GORSE o ,37 6 40.93 FS PLAN 21 B -R PE=440.50 PLANNING AND ZONING COMPLIANCE CHERIFLORES DATE PLANNING MANAGER CITY OF LA QUINTA REQUIRED UTILITY REVISIONS 02 ABANDON 4" SEWER LATERAL Q ABANDON 1" WATER SERVICE 4a INSTALL 1" WATER SERVICE NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED 0 0 GRADE TO DRAIN (TYP. ALL LOTS) 39.76 Gam- An nl� F4 AIz 4I.u7 40 _ FS FL -r - - _ - D 42 5' 1`_ 5 I N FF=441.10 lg. o o Z PE=441.40 �4 37.55 3608.58" 43 o PLAN 22 o FF=442.00 e / 5' d ❑- -I a INV Ps J40.20 0 o o ho PE=443.10 0 �Q ° I to 40.80 -� 0 o FS23 PLAN 22 FF=443.70 HoHP 40.30 1 0 40.20044 PE=442.70 0 0� 8, 41 a P 40.30 o HP o� 40.83 40.90MI FF=443.30 PLAN 21 R o o" L ^ p FS FS 41.23 Fnn 10 PLAN 23 _ _ N i I� �c40.30 t� -u uLq PE=442.60 0 - _ PE -443.30 -6 ❑ I+ A0 m S-0.020 MIN FF=443.20 w o o_ �FF=443.90 41.10 A� 40.80 / El I 37.38 41.20 °° HP op HP �� INV 1 240.50o42.80 A A ❑ { 0 5 1 HPPE=443.00 42.40 a J HP L HP10 J' o F590FF=443.60 HP 1 / we 42.80 43.00 co me g o 0 5 -0 ' S, HP Q �- J u I me HP 43.00 HP �o Ac I�o 110 o jI' 2 41.20 EX BLOCK WALL I HP30 ac 42.40 } me 'co HP 1, i me o` � ED o I Ac FS HIP1 o p �' p d / 40.30 40.93 Lq I O a u ac o TOG I FS Ir co I o � GF=441.10 5r o me I u u i me O r IJ me 1� 0 5 ❑ ❑ 1. .0% o { c� o 42.30 e o o Z 1� 41.17 El r HP o { o me g, f F� GB 41.08 1 GF=440.60 ' o I o FS f C a I`o o I ` I I I �o 0 0 I '= uD I _ FS 5' 5' 2 40.39 40.47 f I n I n (o I 40.58 1 40.93 L� L I of o` TW 47.20 FS 39.95 1 FS FS FS 41.23 TF 39:86 2/° I 39.97 FL -GB FS 5, I �E 2 91i F SOB 1 �F .498 FL -GB FS 58 ❑ 0 39.97 - GF=440.50 1 L 5 OiF=441.40 71 /o J _ FL -GB 46.60 40.48 ( o o _ WA L OPENING 40.82 G F-443.10 0 4 8 - . F 39.27 Fs Tw 46.57 5' _ 1c" o GF=442.70 1 1 SEE DETAI. 41.38 FL -GB ch 40.8 I -� TW 46'.72 o I o 42.52 43.08 5' 42.75 FS FS, -GB I l �� o TF 39.38 0 - - TF 3924 17 1 o I FL -GB FS FL -GB 1 GF=443.30 r 1 5 = o f� ❑ ❑ FL GB 1 o TW 48.87 41.38 FS78 f FL GB 43.06 �- TF 40.20 L I FS c`ao v^, a cY, /"' v� - _ =i _, EX EP _" jw42:88 caji FS 51 I (.= d`/ _ vI L=1 43 L=65.46 FH; - - _ 5 43.28 t --- L=65.09 �O o o GF 442.60 TW 48.61 0 0 42.68 __ FS, GB j 5. ° 42.68 40. $ I 40.00 _'-=65.02 a a 1' , �._ 71 /o FS FL GB 41.21 40.10 39:44 39.34 2 �I FS 1 I J N FL GB TC 39.49 39 8r 1 m1 o 39.05 TOG 39 06 rn o TF 41.27 � TW 8.72 - L FS GB --� 40.14 TC 1 . J I FL -G 42.58 - i 5.71 % 6.86% TC - '~ __ : TC TC . LC TC TC 3 I FL -GB 42.58 FS 1 42.48 I I J TF 1.38 0 42 8 o a 40.52 40.90 o o o FL GB o m o '� FL 40.39 FS -GB 40.07 MH -- _ _ fvlH TC_ TC 39.36 3J.41 L-65.26 11 FS ❑ 0 41.97a FS -GB 42 9 rn w v TW 49.11 ( 1.20/ FS TC N FL -GB N o FL GB O. - V c v d v TF 41.77 tv r �1 39,82 (�' - 3 TC _ TC 39.50 It N o m c_ I 1.24%- " oTIC I J 1m m .. u� Ic o / L=21.66 v - o - \ o o ( m _ O 39.75 It „ u n 65.96 42,40 42.48 40.23 ^�s - _ a _ - a o v1 EX 0 CURB ML 41.93 0 9,1 _ 42.06.. �S 39.74---, o rn 41.75 .� TC --,('r- TIC FS Fs - .c. TC I_ _ .._- TCC V _ Io � v 32 ' �.+A'I 41.58 41.68 TC w TC _, ° -' - . - -- - s_'------. -- -_ ` „ co ` ' w` L=66. _. 41_:53 TC TC - oNi 41.74 _ TE _ _ _ _� -�_ _ -.- EX 8 VCP SEWER MAIN _72.72 - - _ 41.28 TC 3 \® MH TC t..559✓6 ., L- ` �� -.� " -EX-8" DIP WATER MAIN _ 61 41.18 TC o�ilu o �- - _59. 42.26 - - ` -f __. - 4' �E_�YALEY GUTTER EX L=10.82 L� 41.23 TC _ 3 �C'� _ T 41.47 41.41 TC _� - w L=41.18 FS _ - J _ - _ . ' 8.O.R. EASE(N 41:55 TC Lu TC MH _-- - -- 1 - - - - - �r - - ENT 2 - 41.59 TC - _ - - -- TC / _�- - �- 41.66 - _0 o TC.. - _60"gOR _ FH - m �_- y - - - _ IRRGA __ FH - LOT 1I DI' �_ - C o FH - _ � � � � ON MA/N LOT nE -� _ _ rn - -- _ ARFA LAN DDSCAPE AREA EX 8" VCP SEWER MAIN EX 8" DIP-WA7ffR MAIN I 00 �_. -.. CO m pA�US1A H EX VALLEY GUTTER I I- s - r-- ------------------ FH IS 36.91 - -� - -_ _ NOTE: UNDERGROUND UTILII Its PRIVATE ENGINEERING WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUNDUTILITIES OR NOT COMMENCE T COM E GE UN IL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR O7H� PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR BY WITH THEIR APPROXIMATE LOCATIC THE OWNER, BY ACCEPTING THESE AMENDMENT NO. 2 TRACT 31681-3 PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIAE S RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UI HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REI UNDERSIGNED NOT INDICATED OR ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRA CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARYRSTRU 9 BY: LLOYD W. WATSON R.C.E. NO. 26662 STRUCTURES SHOWN AND ANY OTHER STRUCTURES PROTECT THE UTILITIES OR BE RESPONSIBLE FOR THE DETERMINING AN THE CONTRACTOR'S FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RUCTUS ANY OTHER UTILITIES OR STRUCTU O ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOf 'LANS FOR APPROVAL BY THE COUNTY.To STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERSOF HEUT NOTE U 1 CtNUHMAKK' IN THE CITY OF LAQ UINTA CALIFORNIA REVISED UNIT TYPE FOR LOT 42 2UCTURES 2S AND THOSE ARE INDICATED AND EXTENT LANE OR BM # P.D 109-70 ELEV. 27.941 NAVD 29 109-70 CHISELED SQUARE PRECISE GRADING PLAN REVISED UNIT TYPE FOR LOT 41 ON CANAL BRIDGE S. E. FOR CML ENGINEERING • LAND PLANNING REVISED UNIT TYPE FOR LOT 37 'URSUAT AMENDMENT NO. 2 TRACT 31681-3 83-793 PACIFICA SUR AWING LONG) JACKSON ST. FROM ALONG JACKSON FROh1 3TY AND TO HOLD INDIC, CA 92203 HWY. 111, THEN 2.0 MILES ] 3 / l A L LOTS 37-44 4 AT THE REVISIONS SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER E SS No. 26662 BRYAr4IMCKI NEY, RE, RCE NO. 49418 '{i' EXP. 3-31-22 CITY ENGINEERs T,q CIVi�- EXP. DATE 9/30122 DATE: �! Z I OF CAL1� _ CtNUHMAKK' IN THE CITY OF LAQ UINTA CALIFORNIA a c f D V�Q��SO�I��C��� BM # P.D 109-70 ELEV. 27.941 NAVD 29 109-70 CHISELED SQUARE PRECISE GRADING PLAN ON CANAL BRIDGE S. E. FOR CML ENGINEERING • LAND PLANNING ST. AMENDMENT NO. 2 TRACT 31681-3 83-793 PACIFICA SUR AWING LONG) JACKSON ST. FROM ALONG JACKSON FROh1 INDIC, CA 92203 HWY. 111, THEN 2.0 MILES ] 3 / l A L LOTS 37-44 4 PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. WEST OF MADISON ST. AND 18'S. OF AVE. 50, BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NE & SE 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. SCALE FOR: W.O. FILE NO DATE: SCALE AS SHOWN SHEET NO: 4 OF ID SHTS. oal-oofl� UNDERGROUND SERVICE ALERT CALL TOLL FREE ORE Y' U v O 811 1 2 WORKING DAYS BEFORE YOU DIG 2ND SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 1/31/19 EXCEPT FOR THE REVISIONS NOTED HEREON. Q�pessigyq I � o JO W. wQT�F No. 26662 ` ✓J����� Jy ��a * EXP. 3-31-22 7{ - C*� CALF GRADE TO DRAIN (TYP. ALL LOTS) FL F 41.87 �= FL L=70,51 z z 0 co TW 48.61 42 TF 41.27 FL 41.97 0.97 FL 41.00 42.33 FL FL L=50.67 1-=g9.13 cz z w1 G i o � �n .n TW 48.72 TF 41.38 42.52 f FL 42.09 r -I FL L=1.52 40.62 42 28 42.50 GRADE TO DRAIN (TYP. ALL LOTS) FL L=15.35 FL 42.50 L=2.30 _Z' L-14.87 L=25.41 FL 40.70 FL CD 0 L=39.77 C ' zo ' 0 0cq `" TW 48.87 ® TF 40.20 x- a BRY MCKINNEY, P.E. RCE NO. 49418 CITY ENGINEER 7-13-20 20 EXP. DATE 9/30120 DATE: 7 42.48 TW 49.11 40.78 FL TF 41.77 BY FL REVISIONS 0 42.73 ENGINEER FL 42.66 i FL 5' L=1.52 40.62 40.40 FL FL L=15.35 REVISED UNIT TYPE FOR LOT 42 _Z' z NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. CD 0 40.52 FL y� 5' D 20 30 40 6D 100 SCALE: 1" = 20' ( IN FEET) 1 z L=1J�7 oTWTF FL APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE ? ti 2020 -tl g�20 20 A,•; .TEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA REQUIRED UTILITY REVISIONS EMSUM WL CIV URRE FL v 39.75 FL L=65.10 Z O� z 0 0 '40 07 I o -- 38 39 o PLAN 23 PLAN 22o PE=440.60 o F F=441.20 PE=441.10 �?� FF=441.70 5' o Q2 ABANDON 4" SEWER LATERAL O3 ABANDON V WATER SERVICE 4� INSTALL 1" WATER SERVICE NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED. GRADE TO DRAIN (TYP. ALL LOTS) 1 39.74 FL 40.04 L=65.03 FL ----------------- z L=24.19 � � Z o L=49.37 � o 0 K - I I 40.1 + FL 0 37 A +n o J, PLAN 22 ° `� PE=440.50 0 1 ►o - 5 FF=441.10 0� IQ FL ', 5 a -------------- 5' ' 0 40 5' a _ o Uo PLAN 22R `� IR - J�-� N lc:� 1 � - - 42 51 PE=441.40 - `1 0 PLAN 22 z FF=442.00 40.80 �/5'-'-j5' 36a85$ `n 43"'P E=443.10 a `o ° Q - H P 40.30 0�aPLAN 22 a _ o a f 1 o FF -443.70 -n . HP40.3040.20 - PE=442.70 L, o� 8. 41� HP HP , -r" 1_ 44 FF=443.30 0� - PLAN 21 R o o L_ ❑ i►, ' o PLAN 23 <�i A -C ac 40.20 It 1 I a _ PE=443.30 _o O r. Arc ,i n n n �? PE=442.60 - _ _ FF=443.90 41 10 AIC 40.80 Y-? ac HP 40.50 u �o - FF=443.20_ oj. _ � n rrJrr , o c n 42.80 A A PE_443.00 II w t HP o 42.40 , L FF 44 3.60 I J I 00 HP 1 1 Atc 42.80 �-Ac HID 43.0 EX BLOCK WALL 42.30 Ac 42.40A,C N HP I fiC HP I Arc r o 00 I !UC 0 ' t j 42.30 a I ac HP o r� I I o 0 0 Iq I 1 of o I 0� '-j L Z- T- � 5. 5' ` G F=443.10 o GF=442.70 5' ► 10 42.52 0 I d o FL -GB FS08 I � ❑ 42.12 42.68 1 a I� ° I � 5 ❑ FL -GB FS � .88 t r� � FS0$ Q GF=442.60 TW 48.61 �1N Nj FS 1 1 -� FS -GB I 5.71% _ J I TF 41.27 r 11 TW 8.72 2 j 41.47 58 1 I 5,71% j � TF � 1.38 o I FL -GB 42.58 42.48 FL GB o o c TW 49.1 11 FS - _D ° 41.97 o FS -GB 42.9 earn N �� TF 41.7 II _ FL -GB m o FL GBo �� U5 C o °' "' v I - =21.66 rn m ' L - II o EX 0" CURB 0' �? L=65.96 42 ---j 0 41.93 - - 41.68 41.71 TC TC L=66.32 ----- 41.53 TC58 TC TC `''- MH ~ 4 � 1� TC 41.18 TC 28 �� ;l? 3 - L=10.82 (-=59.61 41.23 TC �U _ - rn 41.47 41.41 TC M H 4155 TC TC 41.59 Tc* �_ TC - _ m � T _ { FH EX 8" VCP SEWER MAIN EX 8" DIP WATER MAIN L 1 EX VALLEY GUTTER FH HP �� HP ^rte Ac HP II It r we 41.10 i ti HP o � c vc 40.5( D HP00 9 Ac o o� ac HP o � o 0 0 A c o 0 o jjr+o 0 `-- j Atc O t� Do 5 r o� G F=441.10 5 o � �o o . 5 ❑ ❑ 5' o Arc o GF=440.50 �o AMC \ 40.52 41.08 GF=440.60 39.92 MAC o� FL -GB FS FL -GB 5' 40.5$ 1 TW 46.60 0 I TW 47.20 _ TF 39.27 40.48 ° ❑ 41.08 ' 39.97 40.58 FS FS TF 39.86 2��0 �� i i� FS 1 40.49 FL' - FS - _❑ ❑ 39.97 1 G F=441.40 5.71% j F - FL -GB 2°�o 0 40.48 j- 5' 1 WA L OPENING 40.82 a 40.88 I - -� TW 46.72 N N` FS TW 46.57 I SEE DETAI 41-38 FL -GB FS -GB o o TF 39.38 0 0 5.71% j TF 39.24 FS 42.75 1 5' r o a r a a �nf u� o 0 40.28 i - 40.17 40.78 FL -GB GF=443.30 �- \ o _ o ��� Nj FS -GB 9. $ FL GB FS - _D ❑ TW 46.91 4 7 41.38 p w ,0 111 � FL GB - TF 39.58 7W 8.8 N n.cci r- � a v v ui �co 0 TF 40.20 �- ( �� �n t=65.461 FH L=65.09 2 � I r EX EP � � o 0 i - rJ 43.28 � . 4 17 0 42.6$ 40.8 I � _ 40.00 � � - - - o r� 0. 40.10 X9.44 L= 00 FS _ B 41.21 39.49 39.04 39.28 3q 5 65.02 j0 ©w FL -GB FL G FL GB 40.14 TC TC TG TC -.0 39,0$ 39.16 .- ► FS -GB T TC f o - 40.52 40.90 6.86% TC 4 TC TC TC a - o o FL 40.39 FS -GB 40.07 MH - _ _ �� _ - -MH TC 39.41 L 65.26 CD 1, ° FS TC _ TC M 20 / 5D 1 eo T ° 7 �r I. rn 39.82 3 -�- `` {3� 39.50 j _ r TC ,T 1-20% g TC , �` - � co `� 7 L- _ cv �� TC 06 42.40 42.4$ FS23 � 39.74 T�i J I,. FS \. FS - P TC EX 8" VCP SEWER MAIN- rn 41.74 L=72.72 _'- TC 11.55%° EX 8" DIP WATER MAIN 0 42.26 EX VALLEY GUTTER EX 3 =41.18 Lu FS j EASSMENT a C66f 8X 60" [3 FH ��� FH �_ ON MAIN o - . r no nFl LSHBSCaFL a EI _ RLUSIA _ °°_�MH rn 36.91 - TC -- �� N HMAPK' CALIFORNIA SHEET NO SEAL - ENGINEER BEG IIN THE CITY OF LA QUINTA, _ ELEV.P.D. 41 (N PRECISE GRADING PLAN MA yr � O H E i„1 R � (�� � � � � H a 109-7 CHIS EDS U Q�OFESS / lul uu �V ON C CHISELED SQUARE ON CANAL BRIDGE S.E. FOR CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. AMENDMENT NO. 2 TRACT 31681-3 48-720 VERBENA ROAD ALONG JACKSON ST. FROM O PAN DESERT, CA 92260 HWY, 111. THEN 2.0 MILES LOTS 37-44 PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. No. 26662 m WEST OF MADISON ST. ;1 AND 18'S. OF AVE. 50. EXP. 3-31-22 } 1pIx CIVO- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NE & SE 114 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. ATF OF CAL\F /_ �/_ 1 SCALE: FOR: W.O. FILE NO: DATE: D ZSCALE AS SHOWN PGa.oaa- 0015 UNDERGROUND UTILITIES 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. PRIVATE ENGINEERING NOTE 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 O THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. A REVISED UNIT TYPE FOR LOT 42 SEAL - CITY APPROVED BY THE CITY OF LA QUINTA NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. REVISED UNIT TYPE FOR LOT 41 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. BRY MCKINNEY, P.E. RCE NO. 49418 CITY ENGINEER 7-13-20 20 EXP. DATE 9/30120 DATE: 7 MARK BY DATE REVISIONS APPR DATE ENGINEER SEAL - ENGINEER BEG IIN THE CITY OF LA QUINTA, _ ELEV.P.D. 41 (N PRECISE GRADING PLAN MA yr � O H E i„1 R � (�� � � � � H a 109-7 CHIS EDS U Q�OFESS / lul uu �V ON C CHISELED SQUARE ON CANAL BRIDGE S.E. FOR CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. AMENDMENT NO. 2 TRACT 31681-3 48-720 VERBENA ROAD ALONG JACKSON ST. FROM O PAN DESERT, CA 92260 HWY, 111. THEN 2.0 MILES LOTS 37-44 PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. No. 26662 m WEST OF MADISON ST. ;1 AND 18'S. OF AVE. 50. EXP. 3-31-22 } 1pIx CIVO- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NE & SE 114 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. ATF OF CAL\F /_ �/_ 1 SCALE: FOR: W.O. FILE NO: DATE: D ZSCALE AS SHOWN PGa.oaa- 0015 UNDERGROUND SERVICE ALERT CALL TOLL FREE 1ST SUBSTITUTE MYLAR ORE yo 0 I 3I 40 60 0�F U Go - THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 227- 5/23/2014 EXCEPT FOR THE REVISIONS SCALE:1" : 20' 2600 NOTED HEREON. OQ�°pESS,q ( IN FEET) 1 2 WORKING DAYS BEFORE YOU DIG m II No.26662 TO ` CAl �`)`UIK0 �H`0LF 000H�`)-R L=1.52 40.33 39.88 FL 1 FL 40.62 40.40 FL FL L=50.11 L=65.10 41.88 42.33 42.28 42.51 GRADE TO DRAIN (TYP. ALL LOTS) L=15.35) z L=15.06 z o - FL FL FL FL 42.53 L=2.30 z 0 L=50.67 L=14.87 L=25.41 FL 40.70 19 ° u� 41.79 GRADE TO DRAIN (TYP. 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ALL LOTS) 1 39.74 FL 40.04 FL Z L=24.19 o L`41.37 a o � 0 TW 46.57 40.1 FL NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE Q REVISED UNIT TYPE FOR LOT 42 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 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED �nQ j� j� O n(j nJ (� n j�� EL # P.D. 109-70 ELEV. 27.941 (NAND 29) PRECISE GRADING PLAN ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED 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 Q�OFESS / O "9� Q� y0 W �'qT �` O (S� W (� If If\f u\f LC W u� CIVIL ENGINEERING • LAND PLANNING 109-70 CHISELED SQUARE ON CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. ALONG JACKSON ST. FROM FOR p■C�1®1l/C�T NO. 2 TRACT 31681 -3 AMENDMENT G N M 4 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES O � Z 48-725 VERBENA ROAD PALM DESERT, CA 92260 HWY. THEN MILES LOTS 37-44 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 0 m PH (780) 275-1553 W. ALONN G 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 - W m pc No. 26662 WEST OF MADISON ST. BRYA MCKINNEY, P.E. RCE NO. 49 S 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 y"W EXP. 3-31-20 ' AND 18' S. OF AVE. 50, CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER S �.1 CIVIC- 6 ACCEPTABLE SOLUTION AND REVISING THE FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY I ! �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. MARK BY DATE APPR DATE PLANS FOR APPROVAL BY THE COUNTY. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS �� I EXP. DATE 9/30/20 DATE: OP CALI SCALE: FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE: SCALE AS SHOWN