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BWFE2015-0238 Grading PlanLor 6-1 l (VACANT) (APPROVED PAD = 987.0) A.P.N. 767- 700- 013 g Loq'g4.921eFS \4 / l SCREEN WALL I PER ARCH. PLANS e ` 6' PICKET FENCE �p 99 1� ' EX. Df7AIN INLET .. g� pa g�5 6$ g �p gg5 P/L ga5 g g p PER ARCH. PLANS 22 L•� w. ..._.. __.._.__._.. g$ ' SCREEN WALL __�� (984e52 TG) F..w. PER ARCH. PLANS r r s, .7446 33 E .. N 24.3.35 S=Q.Q1 L=4Q' .�-0.5%. __ �• . .0.5 ..V'. _,0.5% -� . -�. 6 4 �� ` ©• ,Y `€ (F N T) jillhaw g� l`'r -� S=0.01 L=39 S=0.01 L=47 `I ? -k-0.59 FG 6 9 ' y '' � WATER FEATURE �f .`°� , POOL EQUIP. ' F EQUIP- I �F F > r 8 81 6 (F �z g8 �kz �zeE, g �z g8 g5 F G g1 1 / cv �j cvz tR N N N g N Ci g Fg Lk 2 U INSTALL 24" DIA. ADS NYLOPLAST DRAIN BASIN (OR EQUAL) WITH V GRA TE INLET, 2-8" INLET STUBS (< PER PLAN), AND 10" OUTLET. ® INSTALL 4" PVC (SDR 35) DRAIN PIPE. _ SCREEN WALL U INSTALL 12"X!2" NDS AREA DRAIN PER DETAIL ON SHT 1 PEZARCH. PLANS 9 0 INSTALL 4" DIA. NDS A TRIUM DRAIN PER DETAIL ON SHT. 1 ® INSTALL 6" DIA. NDS ATRIUM DRAIN PER DETAIL ON SHT. 1 O INSTALL LANDSCAPE HEADER PER LANDSCAPE PLANS ® INSTALL 6" PVC (SDR 35) DRAIN PIPE. ® INSTALL 8" PVC (SDR 35) DRAIN PIPE. l INSTALL 10" ADS N-12, SMOOTH -LINED PLAS77C PIPE. 1� INSTALL 3.5'X1.25' CONCRETE CULVERT PER DRIVEWAY TYPE "C" DETAILS AS SHOWN ON ON-SITE STREET IMPROVEMENT PLANS FOR MADISON CLUB PHASE 2, CITY PLAN SET NO. 06047, SHEET 2 OF 18. (SEE DETAILS ON SHEET G2 OF THIS PLAN.) ® INSTALL 4" WIDE CHANNEL DRAIN (ABT, Inc. PolyDrain, OR APPROVED EQUAL W/Q. 69 SLOPE) WITH PAVER GRATE (PART 1242OPG). SEE DETAIL ON SHT. G2. NOTE' CONTRACTOR TO CONNECT ALL ROOF DRAINS AND POT DRAINS INTO UNDERGROUND SITE DRAINAGE SYSTEM. UNAUTHORIZED CHANGES & USES' THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROlAE7J BY THE PROARER OF THESE PLANS: ENGINEER'S NOTE TO CONTRACTOR.' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONIRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF CONSNUO77ON OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPSRTY, 7M THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSNX77ON CONTR40TOR FURTHER AGREES TO DEFEND, 10E0IFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL OBL17Y, REAL OR ALLEGED. IN CONNEC77ON WITH 771E PERFORMANCE OF WORK ON IRIS PROJECT, EXCEPTING LIM6LI7Y ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL THE EXISTENCE AND LOCA TON OF ANY UNDERGROUND U771177ES OR STRUC7URES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AI'AIMBLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX15WNG UDLIUES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTR40TOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE U77LI77ES SHOWN, AND !S RESPONSIBLE FOR THE PROlEC77ON OF, AND ANY DAMAGE TO 7HESE LINES OR STRUC7URES. Q BENCHMARK: T.B.M. ELEV.: 981.26° DH HTLOCATION: TOP OF CONC. BAND AT THE PRC AT STATION 44+84.84 PRC, ^^^ o ADJACENT TO LOT 63, PER CITY OF LA QUINTA STREET TWO WORKING IMPROVEMENT PLANS DIAL BEFORE DAYS BEFORE YOU D!G q YOU DIG BASIS OF BEARINGS: e TOLL FREE 1-800-227-260Q THE NORTH LINE OF THE NW 1/4 OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN PER A PUBLIC SERVICE BY PM 44/67-68. SAID LINE BEARS N 89'46'12" E. UNDERGROUND SERVICE ALERT i�.vv F v � .— GRAPHIC SCALE u 0 o iu zu 4 ( IN FEET ) 1 inch = 10 ft. ENGINEER MARK I BY I DATE REVISIONS REMOVE CAP AND CONNECT-L--1' TO EXISTIN PIPE. iZ (975.7± 1 ) of (100 -YR. NGL=��5.3± PER PLAN T h729, SHT. 12)x, J G a 982.62 CITY ENGINEERS SEAL APPR. DATE Q�OFESSLC J py�S C N0. 62033 Exp. 9/30/15 s Y�. CIVIL ®fi ('AL�F®0 T 16 'd / F ',. PROP. `SWALE e Di I EX. SWALE 2 e �, F ed 984.28FS> / 3 e EX. CONC. BAND. PROTECT) ` P PROF. SWALE EX. SW>LE F .. � cls '�'• n �EX. SWAGE a a. PROP.+ SWALE P EX. 12" DRAIN PIPE _ (TO BEIREMOVED)� e°983.34 ISS 53; E a� � 'S •� �ro s983.04 t> S S ("S" STAMP) 2.88 F' N � T) DRAIN INLET ?.57 TG) col / 3�> SWALE � FS POOL DECK — PER ARCH. PLANS. -r-77B .._.Lten - & C ,CULVERT [� \ Ilo—b&u DRIVEWAY TYPE B & C TYPICAL DRIVEWAY PLAN VIEW N.T.S. 3.5'x1.25° CONC. CULVERT BY SHERMAN CONC. OR EQUAL z iV j 20.0' STREET SEC110N —{•— 12.0' DRAINAGE SWALE — �I DRIVEWAY TYPE C, SECTION C- TYPICAL DRIVEWAY THROUGH SWALE L.P. N.T.S. DRIVEWAY DETAILS PER ON-SITE STREET IMPROVEMENT PLANS FOR MADISON CLUB PHASE 2, CITY PLAN SET NO. 06047, SHEET 2 OF 18. PREPARED BY.• INC.ROVED BY: 1iiC' MWEE SURVEYING, 45-100 GOLF CENTER PARKWAY BUILDING F, SUITE G INDIO, CA 92201 (760) 342-2249 ;PARED UNDER fE DIRECT SUPE VISION OF: AE TIMOTHY R. JONASSON, P.E. DATE a � n DATE: 1 711 PUBLIC WORKS DIRECTOR/CITY ENGINEER RIC F. JOHNSON iRCE #620331 EXP. 09/30/15 R.C.E. 45843, EXP. 12/31/2014 FS PATIO PER ARCH. PLANS. CHANNEL DRAIN (ABT, Inc. PolyDrain, OR APPROVED EQUAL w/0.6% SLOPE) WITH PAVER GRATE (PART J2420PG). PER PRECISE GRADING PLANS PER ROUGH GRADING PLANS 18.0' �.: RC L'u.-d. r Y.. -a' GFLAMNG — L A MALMN CLUB RESIDENCE LOT 6Z TRACT• CLUBP 53-365 BOLDT BOULEVARD LOCATEDPORTION OF • • Lo I 1 0 vi I d t SHEET 4 0 9 SHEETS L j CITY FILE NUMBER 5 l Lor 6-1 l (VACANT) (APPROVED PAD = 987.0) A.P.N. 767- 700- 013 g Loq'g4.921eFS \4 / l SCREEN WALL I PER ARCH. PLANS e ` 6' PICKET FENCE �p 99 1� ' EX. Df7AIN INLET .. g� pa g�5 6$ g �p gg5 P/L ga5 g g p PER ARCH. PLANS 22 L•� w. ..._.. __.._.__._.. g$ ' SCREEN WALL __�� (984e52 TG) F..w. PER ARCH. PLANS r r s, .7446 33 E .. N 24.3.35 S=Q.Q1 L=4Q' .�-0.5%. __ �• . .0.5 ..V'. _,0.5% -� . -�. 6 4 �� ` ©• ,Y `€ (F N T) jillhaw g� l`'r -� S=0.01 L=39 S=0.01 L=47 `I ? -k-0.59 FG 6 9 ' y '' � WATER FEATURE �f .`°� , POOL EQUIP. ' F EQUIP- I �F F > r 8 81 6 (F �z g8 �kz �zeE, g �z g8 g5 F G g1 1 / cv �j cvz tR N N N g N Ci g Fg Lk 2 U INSTALL 24" DIA. ADS NYLOPLAST DRAIN BASIN (OR EQUAL) WITH V GRA TE INLET, 2-8" INLET STUBS (< PER PLAN), AND 10" OUTLET. ® INSTALL 4" PVC (SDR 35) DRAIN PIPE. _ SCREEN WALL U INSTALL 12"X!2" NDS AREA DRAIN PER DETAIL ON SHT 1 PEZARCH. PLANS 9 0 INSTALL 4" DIA. NDS A TRIUM DRAIN PER DETAIL ON SHT. 1 ® INSTALL 6" DIA. NDS ATRIUM DRAIN PER DETAIL ON SHT. 1 O INSTALL LANDSCAPE HEADER PER LANDSCAPE PLANS ® INSTALL 6" PVC (SDR 35) DRAIN PIPE. ® INSTALL 8" PVC (SDR 35) DRAIN PIPE. l INSTALL 10" ADS N-12, SMOOTH -LINED PLAS77C PIPE. 1� INSTALL 3.5'X1.25' CONCRETE CULVERT PER DRIVEWAY TYPE "C" DETAILS AS SHOWN ON ON-SITE STREET IMPROVEMENT PLANS FOR MADISON CLUB PHASE 2, CITY PLAN SET NO. 06047, SHEET 2 OF 18. (SEE DETAILS ON SHEET G2 OF THIS PLAN.) ® INSTALL 4" WIDE CHANNEL DRAIN (ABT, Inc. PolyDrain, OR APPROVED EQUAL W/Q. 69 SLOPE) WITH PAVER GRATE (PART 1242OPG). SEE DETAIL ON SHT. G2. NOTE' CONTRACTOR TO CONNECT ALL ROOF DRAINS AND POT DRAINS INTO UNDERGROUND SITE DRAINAGE SYSTEM. UNAUTHORIZED CHANGES & USES' THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROlAE7J BY THE PROARER OF THESE PLANS: ENGINEER'S NOTE TO CONTRACTOR.' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONIRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF CONSNUO77ON OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPSRTY, 7M THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSNX77ON CONTR40TOR FURTHER AGREES TO DEFEND, 10E0IFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL OBL17Y, REAL OR ALLEGED. IN CONNEC77ON WITH 771E PERFORMANCE OF WORK ON IRIS PROJECT, EXCEPTING LIM6LI7Y ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL THE EXISTENCE AND LOCA TON OF ANY UNDERGROUND U771177ES OR STRUC7URES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AI'AIMBLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX15WNG UDLIUES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTR40TOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE U77LI77ES SHOWN, AND !S RESPONSIBLE FOR THE PROlEC77ON OF, AND ANY DAMAGE TO 7HESE LINES OR STRUC7URES. Q BENCHMARK: T.B.M. ELEV.: 981.26° DH HTLOCATION: TOP OF CONC. BAND AT THE PRC AT STATION 44+84.84 PRC, ^^^ o ADJACENT TO LOT 63, PER CITY OF LA QUINTA STREET TWO WORKING IMPROVEMENT PLANS DIAL BEFORE DAYS BEFORE YOU D!G q YOU DIG BASIS OF BEARINGS: e TOLL FREE 1-800-227-260Q THE NORTH LINE OF THE NW 1/4 OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN PER A PUBLIC SERVICE BY PM 44/67-68. SAID LINE BEARS N 89'46'12" E. UNDERGROUND SERVICE ALERT i�.vv F v � .— GRAPHIC SCALE u 0 o iu zu 4 ( IN FEET ) 1 inch = 10 ft. ENGINEER MARK I BY I DATE REVISIONS REMOVE CAP AND CONNECT-L--1' TO EXISTIN PIPE. iZ (975.7± 1 ) of (100 -YR. NGL=��5.3± PER PLAN T h729, SHT. 12)x, J G a 982.62 CITY ENGINEERS SEAL APPR. DATE Q�OFESSLC J py�S C N0. 62033 Exp. 9/30/15 s Y�. CIVIL ®fi ('AL�F®0 T 16 'd / F ',. PROP. `SWALE e Di I EX. SWALE 2 e �, F ed 984.28FS> / 3 e EX. CONC. BAND. PROTECT) ` P PROF. SWALE EX. SW>LE F .. � cls '�'• n �EX. SWAGE a a. PROP.+ SWALE P EX. 12" DRAIN PIPE _ (TO BEIREMOVED)� e°983.34 ISS 53; E a� � 'S •� �ro s983.04 t> S S ("S" STAMP) 2.88 F' N � T) DRAIN INLET ?.57 TG) col / 3�> SWALE � FS POOL DECK — PER ARCH. PLANS. -r-77B .._.Lten - & C ,CULVERT [� \ Ilo—b&u DRIVEWAY TYPE B & C TYPICAL DRIVEWAY PLAN VIEW N.T.S. 3.5'x1.25° CONC. CULVERT BY SHERMAN CONC. OR EQUAL z iV j 20.0' STREET SEC110N —{•— 12.0' DRAINAGE SWALE — �I DRIVEWAY TYPE C, SECTION C- TYPICAL DRIVEWAY THROUGH SWALE L.P. N.T.S. DRIVEWAY DETAILS PER ON-SITE STREET IMPROVEMENT PLANS FOR MADISON CLUB PHASE 2, CITY PLAN SET NO. 06047, SHEET 2 OF 18. PREPARED BY.• INC.ROVED BY: 1iiC' MWEE SURVEYING, 45-100 GOLF CENTER PARKWAY BUILDING F, SUITE G INDIO, CA 92201 (760) 342-2249 ;PARED UNDER fE DIRECT SUPE VISION OF: AE TIMOTHY R. JONASSON, P.E. DATE a � n DATE: 1 711 PUBLIC WORKS DIRECTOR/CITY ENGINEER RIC F. JOHNSON iRCE #620331 EXP. 09/30/15 R.C.E. 45843, EXP. 12/31/2014 FS PATIO PER ARCH. PLANS. CHANNEL DRAIN (ABT, Inc. PolyDrain, OR APPROVED EQUAL w/0.6% SLOPE) WITH PAVER GRATE (PART J2420PG). PER PRECISE GRADING PLANS PER ROUGH GRADING PLANS 18.0' �.: RC L'u.-d. r Y.. -a' GFLAMNG — L A MALMN CLUB RESIDENCE LOT 6Z TRACT• CLUBP 53-365 BOLDT BOULEVARD LOCATEDPORTION OF • • 0O tL Lo I 0 vi I t� G r SHEET 0 OF SHEETS L j CITY FILE NUMBER 0O tL