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PG2019-0009, PG2021-0023, PG2021-0051, PG2022-0038, PG2023-0011IN THE CITY OF LA QUINTA, CALIFORNIA I APPROVED FOR PERMITTING I PLANNING AND INDIO LEGEND: FRW 0 TC INDICATES TOP OF CURB /yo FL INDICATES FLOWLINE / FRED WARKNG DR. CVO EX INDICATES EXISTING HP INDICATES HIGH POINT MILES AVE. LP INDICATES LOW POINT GB INDICATES GRADE BREAK FF INDICATES FINISH FLOOR HWY 111 GF INDICATES GARAGE FLOOR PE INDICATES PAD ELEVATION INDIO COACHELLA CB INDICATES CATCH BASIN PUE INDICATES PUBLIC UTILITY EASEMENT RNV INDICATES RIGHT OF WAY 50TH AVE EP INDICATES EDGE OF PAVEMENT INV INDICATES INVERT OF PIPE ELEVATION FS INDICATES FINISHED SURFACE FG INDICATES FINISHED GRADE TF INDICATES TOP OF FOOTING TW INDICATES TOP OF WALL 54TH AVE. rn F-71 INDICATES CONCRETE F LA OUINTA AIRPOR BLVD. INDICATES GARDEN WALL N PROJECT -� INDICATES FIRE HYDRANT TH AVE SITE 27 INDICATES MANHOLE z 0 g� 2 O INDICATES CLEAN OUT 60TH AVE. 62ND AVE VICINITY MAP P/L NTS SECTION 27, T.6.S., R.7.E., S.B.B.& M. OWNER/DEVELOPER: SUNRISE LQ, LLC 300 EAGLE DANCE CIRCLE i PALM DESERT, CA 92211 N PH:(760) 777-1776 m N APPLICANT: SUNRISE LQ, LLC 300 EAGLE DANCE CIRCLE PALM DESERT, CA 92211 PH:(760) 777-1776 v � . ENGINEER: COFROM 0 5RT011..41NG WATSON ENGINEERING 48-725 VERBENA ROAD n PALM DESERT, CA 92260 SECTION "A" "A" PH:(760) 275-1553 BLOCK WALL (SEPERATE SPERMIT) BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE SW 1/4 OF SECTION 27. BEING N 89°47'47"E. BENCHMARK: BM # P.D. 109-70 ELEV. 527.941 (NAVD 29) 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY. 111. THEN 2.0 MILES WEST ALONG AVENUE 50,45 FT. WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. ASSESSOR'S PARCEL NUMBER: 764-690-001 THROUGH 764-690-044 DWELLING UTILITY PURVEYORS: WATER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651 SEWER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651 ELECTRIC - IMPERIAL IRRIGATION DISTRICT: 800-303.7756 TELEPHONE - FRONTIER COMMUNICATIONS: 800-483-5000 GAS - THE GAS COMPANY: 800-427-2200 CABLE - SPECTRUM: 760-MO-1312 NOTE: 1. SEPERATE PERMIT REQUIRED FOR BLOCK AND RETAINING WALLS 2. TC (TOP OF CURB) ELEVATIONS AS SHOWN ARE FOR REFERENCE ONLY IN SETTING GRADES NOTE: ALL REAR LOTS SHALL DRAIN TO DAYLIGHT @ 0.5% MIN. a TYPICAL LOT DRAINAGE DETAIL SEE SHEET 7 SCALE: 1"=30' a .0' _ ID STOOP Z z N o MIN. o `✓ n n MIN. COVER 6" BELOW LOWEST SWALE FLOWUNE UNLESS OTHERWISE INDICATED TYPICAL SIDE YARD DETAIL NTS PROPOSED BLOCK WALL (SEPARATE PERMIT) PRECISE GRADING PLAN AMENDMENT NO.4 TRACT 31681-3 LOTS 113=146 IN THE SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. EX GOC_F COURSE I ♦ 130 GRAPHIC SCALE ♦ ♦6 p 50 100 200 aft 1 INCH -100 FT. INDEX MAP EX GOLF COURSE l BLOCK WALL PER SEPERATE PERMIT �A 1 1 C" a-� ?131llcf JAMES WIATRAK III DATE CHERIFLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA OENI~RAL NOTES; ~' 1. ANY GRADING PERFORMED TO ESTABLISH OR RE ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY: IF, A VALID BUILDING PERMIT HAS BEEN ISSUED 13Y THE LA.QUINTA ,BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY. SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7, AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%6) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. B. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. -9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE LOTS SHOWN ON THIS PLAN, CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED' BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 A.M. TO 5.30 P.M. SATURDAY 8.00 A.M, TO 5:00-P.M. MAY 16TTO. SEPTEMBER 30T"` MONDAY- FRIDAY 8:00 A.M. TO 7.00 P.M. SATURDAY S:OO A-M, TO 5:00 P.M. WORK IS PROHIBITED ON SUN DAYS AND FEDERAL HOLIDAYS. 8"X 8" OPENING OMIT 1/2 BLOCK AT FLOWLINE OF SWALE TO PROVIDE OUTLET FOR YARD DRAINAGE PL ELEV. WALL FOOTING PER PLAN 1 TYPICAL WALL OPENING NOT TO SCALE FLOWLINE AT WALL PATIO REAR YARD F 11 15' MIN. I I FRONT ----� a GOLF COURSE 10.Or O�TYP. �I- - - - - - - - - - SETBACK a FF Ui (RETURN Z 2'/0� 6' BLOCK WALL WALL O 1 0% MIN GRADE TO DRAIN TO J VARIES LL 30"BLOCK PE - - - - - - - - - - - - UNDERGROUND SERVICE ALERT i, i y L COURSE - CALL TOLL FREE F/L WAIL 0.50°k MIN. 0.50%MIN. F/L NOTE: ` -------------- -- HP ------ Zw $,� 20% MAX WITHIN 5 FT OF HOUSE TOP OF FOOTING NOTE: 2:1 MAX ELSEWHERE �> TYPICAL REAR YARD ,. `vOU SIDEWALL DETAIL TOP OF FOOTING SHALL BE A MINIMUM OF 0.33' NTS r `,j',�'' NOT TO SCALE COVER TO A MAXIMUM OF 1.4' COVER. EXPOSED WALL SHALL BE A MINIMUM OF 2.5' 2 WORKING DAYS BEFORE YOU DIG \' TO A MAXIMUM OF 6.6. NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 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 (�� I�� ((� I�� L I� jp� (III (�'� 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 �pFESS /(y. Q oO W EC uU LU,f � W LS LS Ij�j � m W 09-70 CHISELED ELED SQUARE PRECISE GRADING PLAN ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. P "49 ON CANAL BRIDGE S.E. FOR THE OWNER, BY ACCEPTING THESE PLANS OR Y4� WING WALL. 2.0 MILES S. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT yO "ITS, �) CIVIL ENGINEERING • LAND PLANNING WINGALONWALL. NILES S. M AMENDMENT NO. 4 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 /� O 1 '(,5 48-725 Vff MA ROAD LOTS 113-146 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES h y Z PALM DESERT, 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 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 cw0 m WEST OF MADISON ST. HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE i R N0. 26662 ,.0 AND 18' S. OF AVE. 50. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE ARISING AFTER COUNTY APPROVAL OR DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED BRYA MCKINNEY, P.E. RCC�O. 49418 �T EXP. &31-20 1"f CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BE RESPONSIBLE FOR THE DETERMINING H STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER CIVIL �P r LLOYD W. ATSON R.C.E. NO. 26662 IN THE SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. F 7 SHTS. FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE 9 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 7 ` �i' SCALE: REVISIONS EXP. DATE 9/30/20 DATE: 7I3� -1 OF CAL\ FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK TO NOTIFY THE OWNERS OF THE UTILITIES OR DATE: scALE As sIIOWN STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER _... _. _. 2019- 0001 12/1/2021 12/1/202112/1/202112/1/202112/2/21 9/01/2021 9/01/202110/19/202110/19/2110-20-2021 / 6 /X 24" CCP STORM DRAIN 37.09 \TC 36.8 k TC 2 \\ 36.7 T6C40 1 '" y1 �% 37.38 p // OP/ TOW 42.79 FL_GB .58 TIC 36.5 37.01 = ITS 1. TOF 36.13 °lo 1° 2� TC \2� 36.28 3.5 F5 GF=437.40 non FS 3' I(A 36.1 C i 37.FS01 1✓ LANDSCAPE AREA 37.18 � TC : 0 36.13\\ 35.88 5.51W 1 FS yp 010 1 TC TC i \ 37.40 \ 36. 1 �10 37.80 FS tS TC FS 0 5 0 GF=437.20 \ `� , N� 37.60 FS w FS ' 5s 37.60 FS 113 PLAN 21 R PE=437.20 FF=437.80 GRADE TO DRAIN (TYP. ALL LOTS) 35.21 FL v 114 PLAN 22 PE=436.00 FF=436.60 1 \ \ FS V pO� y 44 4 36.86 1 35.1 15 A3 olo �- 0 \\ .82 \, 55 Ao/o TOF 34.82 F \ T% 35.28 34.7 34.66 - FL -GB \ TC \ TC 35.88 EX V�LLiY GUTTER IFGF=435.90 FS N \ 34 `\ , FS88 36.( FS30 FS GF=436.00 \ �34,32 4' >t TC �j t �1 R Fs a�IS34 0TC FH 34.08 b TC g = 34.20 n TC t r , L=6.50' 26 to 9 1 1MN - 37.64 37.80 FS FS 1.0 /o �611 146 PLAN 24 1MN PE 437.40 FF=438.00 37.70 37.80 FS FS 0 TOW 43.47 2 0'. A/C PAD TYP. 145 PLAN 26 330 PE=435.90 S FF=436.50 0 ° .(v wa; 1 TC sb.641 -� 36.00 35.77 33. 3 \ . FS 36.00 FS FS95 FS TC ' \ FS 33 7 34.39 \ TC-HP \ - k U FS cn TC 36.00 35.58 FS F T3 84 / v GF=435.60 / 35.58 33.�4 /,! / / / 1 \ 1 a /035.58 FS 35.82 36 00 FS 11 1 TC \ '35 20 35 49 kr000 144 PLAN 24R PE=435.60 FF=436.20 35.30 APPROVED FOR PERMITTING 7�3111 JAMES WIATRAK DATE BUILDING OFFICIAL CITY OF LA QUINTA GRADE TO DRAIN (TYP. ALL LOTS) j�j ((� GOLF COURSE (j (� 35.15 �G\1�NJ��IIUI�I GOLF COURSE 0 5°/l ob PLANNING AND ZONING COMPLIANCE � .-.�-- CHERIFLORES DATE PLANNING MANAGER CITY OF LA QUINTA \N ra FS GF=435.60 1�1j - \ 41 0 . 1 FS 35.07 FS 33 1- - - 5. 0• 35.10 0 yo � ° 36.00 15' C I %�\ 34.28 35.20 L B ��✓o HP 34.83 115 FS 35.95 36.00 35.87 \ TC FS y0% p50 35.85 FS 35.95 �, 34 92 FL FS PLAN 23 FS FS FS I 33.59 33.91 r� 9 Opo% 30 FL 1 35.29 PE=435.60 EX VFILLEY TC TC s % 34.86 A/Fs CID C PAD GUTTER r N �� ✓�w 5 FF=436.20 TYP. a FS Fo 168 T �❑ I 34. 5 TC 5 /o OW 41.65 35.75 GRADE TO DRAIN P. ALL LOTS 36' 34. 2 TOF 34.32 ( ) a TC 4. 1010 , 35.00 35.62 FS PUE A TOW 41.38 34.98 01 \ TC Oo ` FS 35 38 35.40 FS 35.80 1.0%' r ��VfJ ((��5� (�� GOLF (� COURSE �(�(� TOW 4L38 - TOF 34.05 FL -GB rn EX 8" DIP WATER MAIN �'0 35. 0 00 FS FS �U1�NJ u ��\ l�J I�JO� C IuJOI�J� NJ� TOF 34.05 D 35.30 ° 1 FF•00 8.4 /o I o I f C D DWG NO 35417 � 1 ,5.4 1 FS 1�5 1 143 HP 0.50 /0 1 ii [' 34 84 0.5%MIN 2 5.00 0.50% _ L-175.22' 0 33.42 i a 35.80 4.2 /o 33 96 g. IF PLAN 24 FL 0.50% - 5. 6 o TC ` 1 T 15' ' PE=435.40 0.50% 34.99 1 50% ) 34.44 I TC38 EX VCP SEWER MAIN r Tp0 35.80 FF=436.00 GRADE' TO DRAIN TYP. ALL LOTS 4.57 FS 35.08 �WW 34'72 FL -GB i C D DWG NO 35429 ° __ _ N cn 35.60 FS ( ) 34.38 0.5%MIN FIL D 34.80 35.32 FS FL FS 33.26 I aD w FS 35.80 j i � FS FL HP FS 1.0 / 34.72 I 1i. 8% TC 1 w 35.64 35.45 o FS I LA CSC APE - 1 ! 10, FS � F 80 FS GF=435.10 1.50% _ e I MH(� UE IF FS m �� AREA � 35.44 32 --- _ Q FS �VJ 5� �p 35.50 Dw - --- I W 26' 1, n E(\1�N u G CODE COURSE FS 116 35.50 , 1.o0/0 ^ PLAN24R FS 35.50 35.30 �0o EX CURB IT 13' .85 PE=435.10 FS FS °' q J 33 0 ?moo TOW 41 10-GB N 34.89 FF=435.70 Q T TOF_ 3�� FL 1 _ 35.10 FS 0' 5-' fi13 584 _�L=179.26' HP TOF 33.77 J i u 0.50% TOW 41.10 34.71 24.56' j / 1 0. p h 0_ 50% 0.5% MIN FL 3.45 35.14 FS FSS 35FS 1 . FS / 15' 34 B � LT5 00 L=4.77' LO% 34,50 34.43 TOW 40.22 34.57 HP80 a a TOW 40. 2 ! 1 FH F315 35.20 HP 34'28 0.5� jam' L6.25' TOF 33.49 C TOF 33.4 t / 35.04 FS 35.20 FL MIN FL FL`' 34.57 34.41 L=2 01' 32.88 FS 33.00 % FS 34.10 ° 0.50% L=176.86' 0.50% FL 1 FL -GB 6,04o TC _ _- 32.89 TC �%� 35.20 b FL 0.5% MIN - 32.87 TC j 33.40 - n / 35.00 1.0% 0.5% MIN 0 0.50% 34.02 4.42°/ - / T In FS 35.20 FS o UNDERGROUND SERVICE ALERT .- 34.30 / t / FS /`! 33.97 cCIS oRe CALL TOLL FREE 33.82 11 FLZr)HP 34.54 FL GB 32 81 34• If �F y FIL C 142 s2o . e o� �0E](] FS 11 FS90 1.0% FS 117 0 20 30 40 so 100 FS 28.66I SEE sunEEU u^�',1' 31 SEE SHEEV 3 SCALE: 1" - 20' 2 WORKING DAYS BEFORE YOU DIG �JVJ (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY 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 APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER 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 P.D. 109.70 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 ELEV. 27.941 (NAVD 29) FESS/ M L� M (�'� 109-70 CHISELED SQUARE WITH THEIR APPROXIMATE LOCATION AND EXTENT. Q�% D � uU � � II ll � IIU l4J ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PTHE OWNER, BY ACCEPTING THESE PLANS OR I-' W� ON CANAL BRIDGE S.E.FOR ROCEEDING WITH IMPROVEMENTS PURSUANT Q��9 V`1 . ""1T gVIL ENGINEERING LAND PLANNING 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 h'1/ C� S 1 ENGINEERING \ 0 ROAD ALONG JACKSON ST. FROM AMENDMENT NO. 4 TRACT 31681-3 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES 9`� y v ALONG J THEN S MILES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND /!%"' / J Z PAW DESERL CA 92260 LOTS 113-116 AND LOTS 143-146 HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE �w.� 0 m Pk (M) 275-1553 W. ALONG AVE. 50,45 FT. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE /.� 1 NO. 26662 A WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING 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 IrACKINNEY, P.E. RC . 49418 {r EXP. 3.31-20 STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN CITY ENGINEER cP FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE �y CIVIL PREP ED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. F % 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 F� SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF ERRED THE UTILITIES R WORK. ENGINEER REVISIONS EXP. DATE 9/30/20 DATE: OF CALF (�(/ DATE: % SCALE A3 SHOWN FILE NO: 9/01/2021 9/01/202110/19/202110/19/2110-20-2021 EXISTING GRADE TO DRAIN (TYPI,ALL LOTS) c GRADE TA) DRAIN (TYP. - -5% MIN 0'S 0.5 MF/ N 0. p 119 PLAN 21 PE=434.90 FF=435.50 ri J 16' 0.5% MIN SEE HEE7 4 -o!- no% T 0.50% MAPPROOV1ED FOR PERMITTING EX 8" VCP SEWER CVWD DWG NO 354 91N 3 F E I I -I I E E U �/ LJL� 1�/ LJ LJ Lr7� Jj I r a.. 35.50 n r . I , FS 35.50 3.30 (..._.. I I LANDSCAPE jj FL GB FS FSCo o p�� 1 �o 2� .13% TOW 41. E 16 T TOF_ 33 77 ( /0 FS 84 35.34 FS �0' I EX CURB 10, 36' 35.50 35.14 F18 35.4 A/C I�A� D FS / 15 �- . " TYP. 80 TOW 40. 2 FH I I - ^ a S TOF 33.4 32 88 / 1 35.04 34.57 34.41 L=2 01' L=176.86' 0.50% FL FL -GB 6.04o TC_ - 32.89 TC 0 FS _ _ 32.87 _ Tc f 3� o f 35.00 3 FS FS20 .50% 0.50% 34.02 4.42°/4 / T / MLL -- HP 1 FL -GB / / _ a' 117 PLAN 25R PE=434.60 FF=435.20 118 PLAN 26 PE=434.40 FF=435.00 Q Q� ®a®Q GF=434.90 1-090 1.89 1.14' 54 00[jo FS TC81 3587 34 40 \ /TIC FC F 34.78 3.00 34.a7 GF=434.60 C 3T3.2 4-1$o Ip FS FS FS 34.58 m4\ / I S210 �Tqo GF=434.80 34.58 FS / \ 28 / TO 33 S / FS02 35.00 _ FS FS F .92 U ' v1 7S F3'69 9 rn MH j MH % C GQ 34.33 1 ° o FS' 3402 � .38% � 32.52�i�7 / ) �� N. N �1 \ 0 .5n /- 34.95 ° 34.43 S' GB ; I TC TC9917g 1g FS FS. 34.2 34.48 FS- B I '' /3272 ./ N 3 35.00 FS 1.50% I' ° 32.36/ ` /ry TC H FS - 1 .$6/o TC 1.30 2 52 . 34.13 34.04 / ib EX VALLEY S / A 5 0 34.28 0�/0 1 TC FL -GB TOW 40.45 / / TC 32 °j GUyTER FS ? / S13 TC iGF=434 30 3q lull JAMES WIATRAK BUILDING OFFICIAL CITY OF LA QUINTA 0% �_ 4,02% y � ` � I v =8.?4' TOF 439:i5 UAt 34.26 FS 7o F u ❑ �_ �FS 34.54 34'S7 3q.6S Oi 141 1 33.78 4.10 % 32.35 r \° 34.3 FS S FS PLAN 22R 32 33 \ \ EX 24" CPP STORM DRAIN 1� FL -GB EX VALLEY GU ER TC Q T �� FS 33.9@ PE=434.30 a 1 s _ HP 3q FF=434.90 34.80 ( / � 3 .38 S2% F�2j Q FS ! ®o� 34.69 /r ( / T 3 % / 3306 80 FS �7 32 8 F4-. S �� FS Q T B 3q S �\ \� a / g 34.28 FS 0 -4.17 I / / /o FS S a FS 34.38 '_ o GF=434.30 f J l �® 34.55 FS 5. 10% � . � 1 FS ` N� 32.64 p 1, p 34.7p 34.003� GF=434.40 I / / �'�' Tc % / 3q' Fs HP o a \ / AS 0 3q 34.70 G� F338 / n / I AS FS 34.AR 33.78 q d / 3243 ~ l c��vi M FS 34.70 140 FS 0�5po/ FL -GB 1 7.d/ T o i'�� PLAN 21 --! 32.$4/ o O/ PE=434.30 0 34.25 �23�/ y r / // FF=434.90 FL -GB �� 3T.77 .S3 j o . TOF32g6 S60 34.70 32.87 �T TOW 40 1 3.07% f TC / C 9�� F�;G, 1 FS 86 TOF 33.18 ` 32.85 S @ 11 34.70 TC f/ 33.97 3 0•Sp% 00 0 FS 7p / 844. -0 FL -GB FS 4) HP L 34.58 3qe S F FS FS• 0 F Io / ,% / GF=434.60 ®® P oa ^�o v / 1•p% �500 '� 33.E �� A/C PAD SO% FL 34.88 5- v / �p TYP. FS A F g4 3500 �\ 3316-1/ / GF S FS 34.96 TC� 3 .08 F p 3g681 FS S6 FS � S 6=% /TIC 4g o `U' 0/ 3500 139 i 4 �o !~ 2o- .69% 33.26 % 828 F� 9S o o O/ PLAN 21 TC 1.97 33.30 '� PE=434.60 �' 3a.90F F=435.20 @ G 1 s EX 8" VCP SEWER MAIN, CVWD DWG NO 35430 3 .00 0 3 00 EX 8" DIP WATER MAIN OS�\\\�% P30 G FS FS CVWD DWG NO 35417 /o 1 ' NP $0 G,18j 3i F OS�o�`\ V 35. 34.02 / FL 3S•5p V TO 33 qg 1 t �a w 142 PLAN 24R PE=434.80 FF=435.40 5 20 a FS 1 0%% COMPLIANCE -CLI" �?t-4167 CHERIFLORES DATE PLANNING MANAGER CITY OF LA QUINTA � f 33.'.i4~ f a f 33.68 F L, @MRG@ FL All NCY 05%M/ \\ OVT�ET TOW40.47 N TOF 33.15FL �• GRADE TO DRAIN N OURSE L=4.77' ALL LOTS) UNDERGROUND SERVICE ALERT CALL TOLL FREE O.�FIX2E yC� ff% O f ,,i'f �c 811 ,/f r' � 0 20 30 40 so too SCALE: I"- 2W 2 WORKING DAYS BEFORE YOU DIG (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 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 SM # 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 a PRECISE GRADING PLAN n(,If/ (�l O j�� j2 n�.� M (0' Dn j�l (rl 109-7 27.94E (NAND U PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION WITTWN H HON THE ER APPROXIMAS EXAMINED ARE INDICATED - - TE LOCATION AND EXTENT. QFIOFESS / W ilV ICJ �,C JU N L,C IOj uU l�f ON CA CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR c� ' W ON CANAL BRIDGE S.E. FOR THE OWNER, BY ACCEPTING E PLANS OR WING WALL. 2.0 MILES S. PROCEEDING SUMELIIMPROVEMENTS ITYANDTOHOPURSUANT UNDERSIGNED THERETO, AGREES IMPROVEMENTS ASSUME LITYANNT yO '1T CIVIL ENGINEERING • LAND PLANNING AMENDMENT NO. 4 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 /� O �E 46-725 VERBENA ROAD ALONG JACKSON ST. FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES co PALM DESERT, CA 92260 HWY. 111. THEN 2.0 MILES LOTS 117-119 AND LOTS 139.142 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 T uu�E 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 UNDERSIGNED, NOT INDICATED OR SHOWN ON THE 0L No. 26662 WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED EXP 3.3E-20 * 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 . 49418 STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER CIVIL �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 q PREPARED BY: LLOYD W. WATS N R.C.E.RCEN0.28662 IN THE SE 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. 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 Cp SCALE: TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: CAl1 FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. eTo„nTi ioee nnureoe,en ueenee creonur_ wnor FNC:INFFR DATE: L/�4"/9 SCALE AS SHOWN 7-21-20217-21-21 EXISTING GOLD COURSE "o �� FS ID 6 119 Fs -vs s L=2212.16' F� 77 35.80 FS 0 35,80 FS 35.80 120 FS PLAN 23 PE=435.40 FF=436.00 EX 8" DIP WATER MAIN CVWD DWG NO 35417 35 30 n / Tot340 81 I .24 ^> fS / 3 p8 q. 7%9 3 =S 1 9 f 33 y6/ % / �C _ FL_ p 5.38 /o :.. 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FL, I Toly`� FS 137 FL OS% FL0.50 /o _ / PAD36.14 � `$ f PLAN 21 T � 35.71' r HP AJC 36.17 FS 35.88 1 3F5L.73 4 j_ / 33. 4 • 39 n o Ol = T� p SM/N 34. 8 ft F PE 435 50 r 0.5% MIN 35.32 FS FS 1.50% 1 TC93 / = 3q.88 5.80 FF=436.10 2 FL GF-435.90 - / F�_ / FL; FL o 8 8 o / h 36.22 FS 121 36.25 FS30 w ^ % FL Q, 35.90 35.90 FS ^ cn ! ?� r FS 32 / PLAN 22R �' ao J 3 0/ �5�.° 5.20 FS 8 PE=435.90 10 _: � % I ` / "`x' _ , 1 0 � HP ✓" FF=436.50 ID 35.85 / ^ - c C 81 35.74 J' , / 36.30 / o STFS 36.30 1 35.90 FS ` FS FS `��34. may' v�uj r- ►�'�+''•- 0.$09 ! 36.15 1.0 /o FS i / u IU Q \ ,/ 34.93 p /f 1 FS I ` f - n L355'0 /- 0.5 FL L " 36.30 9 L J 6.69% `� �. ��, / S M� HP 36.10 / ..,..,.� 0"S% FS HP % 1 FL -GB -- 34.22 /., d j 0.50, _ 35.63 ' 36.20 a / 35.28 �. J / 1,34.72 f / L=8.97 FL 0.50% L=212.39' _ ► 22. 0 TOW 41.94 1 $'i ` FS J / FS 35.18 0 FL /// TOW 41.94 9 TOF 34,61 , TOIq Oi 35.63 0.5 /o MIN � 35.78 FL _ FL % TOF 34.61 �� - 0 FL -GB 34.2 TOF 4 .08 FS / o . 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O+ ` % 36.30 FS ! / g2.31 0.5 o� HP i 63r32� 35.97 HP 37.00 FS95 p „ h �l 0/ / 0.5%MIN F� FS ! 36.34 FIL 36.84 // t- FS , c, EX VALL Y �oirj h FS 36.90 1.0% 37.00 i f� yn GyTTE �l4 loj C^ L�`183 \ 0�5 r / 1 FS FS 37.00 36.80 � ^ � wry. / �' fi , / � � 36.20 �� 35.53 / 1 i� / 123 FS a FS FS F358 v 35.00 i v 4rn HP 36.80 /% FL 0.$% N Ma / PLAN 24 - TC % 2 ° �N ti PE=436.6036.8 2M/ 5� M p 2 p p 2 S FF=437.20 -°` " °a 633 15W0Su ��UG 2OL�I� COURO15 1Q// 37.00 I ?:50// --0 35.1E 35.0 FS 1 / FS FL ® 35.3E 1 FS 36.22 05/uz. TC 4.31% 36.33.. GF=436.50 % GF=436.60 FS I ' / L=3.4 ' ? 70 3g F$ : / 36.48 O/ 36.90 - TOw4i M/N N 35.69 ! -0 36.58 I 35. 4 8$ o� To �j�' FS r, D TOF 231 { / I J. FS 35.5 / g F� B of 4 36.77 FS O/ 134 FS 34 a FL j OJT 36.95 36.82 FS. S, G 36.74 1 .98 j FS 36.07 2_0�4.1 _ . 35.26 / 20 �c' / FS FS 36.85 36.75 I / PLAN 22R v FL -GB FS PE=436.50 1, FS 36.30 E 08 0/, 7 2.80 / 36.07 HP ®� 36.49 35.30 i / 3 3 �; �` 38.17 �\ 36.4E �� FF=437.10 FL 0.50°/Q. --- "' 1 / / 38.7q 0j f P - 1.55/ 35.36 36.78 �\ :SO%®g 36.20 O`50olO TO 42.98 j T ° FS Otyq L=269.29 -� o- 36.51 To 34.99 TOF3S37? in �81 FS 36.82 TOW 42.98 0.5% MIN _ 0.50 /o FL_Gg EX 8" VCP SEWER MAI� 9 37.15 O® FS 1 qa, v 35.32 o TOF 34.99 1 p %u CVWD DWG NO 35430 FL '� _ 0� 7y v �- C ® 36.77 0 ~ f 36.50 35.92 0.50/ E7 FL / 05` O 1 AA 5% g ` 5�0.56_'..�- 6`.77 � U � � 36.17 S 0.5% MIN IS EE 35.7 • a UNDERGROUND SERVICE ALERT TOO.S AFL t€ �poaE Y CALLTOLLFREE o y 39 811 1 1 35.98 d 9 0 30 30 10 80 100 SCALE: 1" a 20' 2 WORKING DAYS BEFORE YOU DIG (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 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 PRECISE GRADING PLAN 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 �M IAA j� (1(' O I�� III I.j (� III 109-7 27.84E (NAND SQUARE PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION WITH THEIR APPROXIMATE LOCATION AND EXTENT. Q�OFES$ / W w II J� �J LC u11 �J LC L; w ON CA CHISELED ES.E. ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR THE OWNER, BY ACCEPTING THESE PLANS OR W w "'�( ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT O qT CIVIL ENGINEERING • LAND PLANNING 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 ti O� tP, 48-725 VERBENA ROAD ALONG JACKSON ST. FROM AMENDMENT NO. 4 TRACT 31681-3 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES 0 Qy Z PALM DESERT, CA 92260 HWY. 111. THEN 2.0 MILES LOTS 120-123 AND LOTS 134-138 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 (w� In PH: (760? 275-1553 W. ALONG AVE. O 45 . HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE K No. 26662 WEST of M F AVE. 0. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED BRYAN KINNEY, P.E. RCE N 18 tii EXP. 3.31-20 T! AND 18' S. OF AVE. 50. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER S%• CIVIL, �PIoF_ BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE q PREPARED BY: LLOYD W. ATSON R.C.E. NO. 26662 IN THE SE 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. 7 $HTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY �MARtKBYDATE APPR DATE � 131 �i O i) SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9130/20 DATE: CgL1 Gf/ DATE: SCALE AS SHOWN FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 12/1/2021 12/1/202112/1/202112/1/202112/2/21 7/21/20217-21-21 GRAD To LOTS) FL TOF 34.99 0.5% MIN u p2i '\K.38 (ass 0.5% MIN 125 PLAN 26 PE=438.00 FF=438.60 0.5% MIN L=22E cl N�37.70 HP I gg C3 L 124 PLAN 24 PE=437.30 FF=437.90 F E // 35.. L=3.4 36.0 36.30 rs-7 36-07 35. FL HID FL -GB 2.00/6 4.`1 li§n 20 0,50% 36,49 2.800 35.26/ 35 9 L=269.29' 35.30 A RAO/ TOW 42 98/ 1.55% 3 3 0.50% FL GB TOF 34.99 35.36 36.77 T 6 A/C PAD EX VALLEY GU7ER )MHZ� / TY. 37.34 37P.7c) 37.65 37.54 eo 0 3710 37.50 CC'04 35. 36.97 cl) 35 AA 3 .38 16,00 36.91 GF=437.30 3.35 % 1 35. 36.08 66 1-0%3728 17.52 C14 if 3&29 36.77 1 4p/ t W-aff\ 5.18- I 144/6 TOW 43.43/ 37.47 TOF 35.85 Z' Z 36.32 40 \ \ 1Z EX 8" DIP WATER MAII 38.34 38.28 CVWD DWG RG 35417 EX 8" VCP SEWERMAIN 6.4 CVWD DWG NO 35430 3840 34L6 15 F, 3 .72 ' 37.98 41 GF=438.00 37.98 38 FH 37.43" ol 36.45 Z� 37l I 35.07 0 �511'10 --- ' 1 4 11. 7� , , NCO 3526 ",ZgN 36, �yo 35. 9 GF=436.80 on 1 4.4 GF=436.50 0 rl� 6.67 36.48 10, PUE ll� 3641 'k' 36. 34 EX CURB FL .818 36. 35.86 34.5 0 70 35.30 /34.28 GF=435.90 3, 36.10 K 8 t36.0 M H 35.86 > 5.55 �35.46 0 FH 11 34 5.29 MH '--34.86 L 86, T _V.74 TAC 1 "14,29 TC TC rr'j, 4, TC A/C PAD TYR APPROVED FOR PERMITTING JAMES%qKTRAK DA BUILDING OFFICIAL CITY OF LA QUINTA 36.41 FS 00 %90 133 PLAN 23 PE=436.80 FF=437.40 132 PLAN 23 PE=436.50 FF=437.10 36.90 36.90 �o Z 35 t 0% 35 FS 36.30 15.30 ) 131 PLAN 21 R PE=435.90 FF=436.50 iM j COMPLIANCE CHERI FLORES DATE PLANNING MANAGER CITY OF LA QUINTA I UNDERGROUND SERVICE ALERT CALL TOLL FREE /EX VALLEY GUTTER 2a 30 40 60 100 811 SECTION "B" - "Bvt NTS SCALE: 1" 20' (IN FEET) I BEFORE YOU DIG L NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 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 -ESS/ SIM #P.D. 109-70 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 WITH THEIR APPROXIMATE LOCATION AND EXTENT. 109-70 CHISELED SQUARE ON CANAL BRIDGE S.E. FOR 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 0 tip) CIVIL ENGINEERING LAND PLANNING WING WALL. 2.0 MILES S. ALONG JACKSON ST. FROM AMENDMENT NO. 4 TRACT 31681-3 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED RESULTING FROM EXISTENCE OF THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES co � 48-725 VERBNA ROAD PALM DESERT, CA 92M HWY. 111. THEN 2.0 MILES LOTS 124-125 AND LOTS 131-133 Is RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND Low �i In PH: (760) 275-1553 W. ALONG AVE. 50,45 Fr. ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES 140T REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE No. WEST OF MADISON ST. AND 18'S. OF AVE. 50. BR�Alsl ACKINNEY, P.E. RCE NO. 49418 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 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO EXP. 3-31-20 PREP LLOYD W WATSON R.C.E. NO. 26662 _$$ED BY. 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 CONTRACTORS PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE CITY ENGINEER -7L31117 Civil- IN THE BE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. DATE APPIR DATE SCALE: I ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: OF CAO DATE: SCALE AS SHOWN FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. I I STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER °I �- 36.4� 37.86 VALLEY� __---�• �pVd rt. GUTTER \., .;� �� CC (ass L.223 65 �r v 38.39 38.18 37.90 6pa10, 0 0(° GF=438.20 1 37.98 10� 44 � ® 38.60 16- A/C PAD 38.3538.48 37.58 T1'P• 39.36, 38.60 j M N �O 38.54 �L 38.60 126 d 3 tIU V / 1 '37. 1 , PLAN 26R 38.60 38.60 38.60 PE=438.20 0o yob° FF=438.80 O Q a ��37�12'/ 1 37.90 / , 37.63. 37.84 `AL FH l� EX 8 DIP WATER"19► 41N CVWD DWG NO 35417 \ � 36.41 36. 3 8 �H AC'V/E q .A " GF=437.60 <n37.114 34 TC CURB EX 8" VCP SEWER MAIN 35.86 CVWD DWG NO 35431 35.30 /4.21 L 33 34 -I �3450 5 29 MH9 r - 34.£ L=20.19' 1=14.93 ��° L=53.04' 34)81 34.53 , e• ��. a o j36.78 :.. .., GF=436.80 i��n / 07 '37.30 O S\ \ nra 5 3720 �379W`11-. 38.07.09 OO 36.1 703 127 lo PLAN 21 s 37.20 o Q� PE=437.60 37.20 37,15 '47.20 ®�&/ FF=438.20 Off. 36.50 35.40 80 TC / APPROVED FOR PERMITTING IATRA DATE BUILDING OFFICIAL CITY OF LA QUINTA Pee 35.60 Q?Rz�l V 2 9o�Fy �FR �° e 35.98 \'' 4' TC . 7j97, � a 35.68 ODz 6 0 35.85 35.68 a p. GF=435.70 Ao ro 34. NY ru- GF=434.90 PLANNING AND ZONING COMPLIANCE CHERIFLORES DATE PLANNING MANAGER CITY OF LA QUINTA TC N \\ \ 4" . �MlN 0 35.07 3. EX 24' Cj'PP STORM DRAIN " K Av L=1022' 41 <J, ZZ 34 1 - 34.46 FS F j r FS-GB EASUNG GOLF co SECTION "B" - "B" NTS L c 811 ----� 7 0 20 30 40 60 1w SCALE: 1" - 20' 2 WORKING DAYS BEFORE YOU DIG (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 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 R 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 a PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN THEIR THE RECORDS EXAMINED ARE INDICATED WATSON T S O III IL M (f� � IUI IZ E IDS � I II i!� ELEV. 27.941 (NAND 28) FESS / tl JV N'f �,C uv 117 �J LC (5 IOj uU l� 109.70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. P ON CANAL BRIDGE S.E. FOR THE OWNER, B WITH IMPROVEMENTS THESE PLANS ORURSUAN `N' I'Y WING WALL. 2.0 MILES S. AMENDMENT NO. 4 TRACT 316$1-3 PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT Q'" �� qT 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 �� O �j 46-725 VERBENA ROAD ALONG JAGKSON ST. FROM 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 y Z PALM DESERT, CA 92280 HWY. N THEN 0, MILES LOTS 126-130 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 LL�� T WEST OF MADISON ST. HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE 0L N0. 26662 ,A 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 CITY E CKINNEY, P.E. RCE NO. 49418 {t EXP. VI\-20 I!i STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER sj• CIVIL �P BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND A, THE y PREPA D BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THESE 1/4 OF SECTION 27, T.6.S., R.7,E., S.B.M. F 7 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 z �F' ) SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: 3� CALI Gf/ DATE: 7 SCALE AS SHOWN FOfC W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER APPROVED PLANNING AND ZONING PLAN 21 DRAINAGE AREA: 2,864 S.F. (INCLUDES ROOF AREA) Q=0.135 C.F.S. (2 INCHES PER HOUR) 4" PIPE @ 1% : 0=0.25 C.F.S. UNDERGROUND SERVICE ALERT CALL TOLL FREE OAF OFtE FpG �c 811 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. IE PRIVATE ENGINEER SIGNING THESE PLANS RESPONSIBLE FOR ASSURING THE ;CURACY AND ACCEPTABILITY OF THE DESIGN .REON. IN THE EVENT OF DISCREPANCIES USING AFTER COUNTY APPROVAL OR DURING )NSTRUCTION THE PRIVATE ENGINEER SHALL RESPONSIBLE FOR THE DETERMINING AN :CEPTABLE SOLUTION AND REVISING THE ANS 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. PLAN 22 DRAINAGE AREA: 3,419 S.F. (INCLUDES ROOF AREA) Q=0.158 C.F.S. (2 INCHES PER HOUR) 4" PIPE @ 1%: Q=0.25 C.F.S. PLAN 23 DRAINAGE AREA: 3,419 S.F. (INCLUDES ROOF AREA) Q=0.113 C.F.S. (2 INCHES PER HOUR) 4" PIPE @ 1%: Q=0.25 C.F.S. DRAINAGE CONSTRUCTION NOTES 10 INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1%SLOPE ( INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN PLANTER AREAS, OR APPROVED EQUAL. U3 CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET ® INSTALL 4" CAP �5 INSTALL NDS PART NO.920B SQUARE GRATE, OR APPROVED EQUAL 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 TO NOTIFY THE REVISIONS PLAN 24 DRAINAGE AREA: 2,432 S.F. Q=0.113 C.F.S. (2 INCHES PER HOUR) 4" PIPE @ 1% : Q=0.25 G.F.S. 8" X 4" PVC. REDUCING TEE 8" NYLOPLAST INLINE DRAIN W/ STD. H-20 RATED GRATE PVC SCH. 40 TO 3/4" WASHED ROCK GEOTEXTILE FABRIC BUBBLER BOX DETAIL NTS SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER (*EXP. No.2W62 BRYAN CKINNEY, P.E. RCE NO.4 18 3.31-20 CITY ENGINEERCIVII- DATE EXP. DATE 9/30l20 DATE: OF CAI. JAMS WIATRAK BUILDING OFFICIAL CITY OF LA QUINTA PLAN 25 DRAINAGE AREA: 2,474 S.F. Q=0.115 C.F.S. (2 INCHES PER HOUR) 4" PIPE @ 1%: Q=0.25 C.F.S. WATSON [��NEER�ma CIVIL ENGINEERING • LAND PLANNING 48-725 VERBDU ROAD PAUI DESERT, CA 92260 PH: (760) 275-1553 BY: LLOYD W. WATSON R.C.E. NO.26662 Qiq� Ilv f I I I CHERIFLORES DATE PLANNING MANAGER PLAN 26 DRAINAGE AREA: 3,657 S.F. 0=0.169 C.F.S. (2 INCHES PER HOUR) 4" PIPE @ 1%: Q=0.25 C.F.S. SCALE: 1" - 2W ( IN FEET) BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA BMpP.D. ELEV. 27.84141 (N (NAND 29) PRECISE GRADING PLAN 109-70 CHISELED SQUARE FOR ON WING WALL. RIDGES.EES WING WALL. 2.0 MILES S. AMENDMENT NO.4 TRACT 31681-3 LOTS 126-130 HWY. 111. THEN 2.0 MILESM W. ALONG AVE. 50,45 FT. TYPICAL COURTYARD DETAILS WEST OF MADISON ST. FOR STANDARD DRAINAGE AND 18' S. OF AVE. 50. UNITS 21, 22, 23, 24, 25 & 26 IN THE SE 1/4 OF SECTION 27, TA.S., R.7.E., S.B.M. SCALE: FOR: W.O. FILE NO: SCALE AS SHOWN m SHEET NO: 7 7 SHTS.