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SD2018-0001, SD2021-0002GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PAWS OF THE CITY OF U QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PVNS, DATE AUGUST 21, 20D1, OR LATEST EDITION. 2. IT SHAT. BE THE RBPONSIBRUTY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTMTTES FOR THIS PROJECT. ADDTRONAL STUDIES AND/DR PERMITS ANY BE REWIRED. 3. R SILL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TAANSPORTARON (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4, THE CONTRACTOR SOUL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA GUINEA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND E40H PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECNONS 6. THE LOCATIONS OF EXISTING UNDERGROUND UIMIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR MY AND ALL DAMAGES WHICH MINT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. STREET NAME SIGNS AND TRl CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED Elf THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PVNS, DR FOUND DURING CONSTRICTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CML ENGNEFR WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. 10. CONSTRICTION 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 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM 11. ALL TRAVELED WAYS MUST BE CLEWED DAILY OF ALL DIRT, MW AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEWING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER, 12. ALL CONSTRICTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, N ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRICTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OMAN A RATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REWIRED TO FILE A NONCE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCS), PREPARE A STORM WATER POLLUTION PREVENTION PVN (SWPPP) AND MONITORING PLAN FOR THE SINE THE MT04AL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POM SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLOMEITED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL DOM. 14. TIE CITY RETAINS THE RIGHT TO REWIRE PUN REVISIDNS, AS NECESSARY, SUBSEQUENT TO RAN APPROVAL, BUT PRIOR TO COMPIENON OF THE IMPROVEMENTS SHOWN ON THESE PLANS IF ANY NEN STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PAWS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT UNITED TO DESIGN AND IMPROVE" COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO IXC® EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PVNS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS. ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. STORM DRAIN NOTES 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLIFAILE ASTM AND CALTRANS HIGHWAY DESIGN MANUAL STANDARDS AND SHAL BE URUIED WTHN THE CITY ROW. ROP SHALL BE SEALED WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CRCUMFERB4CE AND AT THE TOP 1/2 EXTERIOR CIRCUMFERENCE 2. STORM DRAIN MANHOLE RINGS AND COVERS SILL BE ALHAMBRA FOUNDARY A-1497 OR EQUIVALENT PER ASTM A-48, MASS 358 IRON, DIPPED TWICE IN ASPHALT OR COAL TAR OL (AC INSTALLATIONS), GALVANIZED UDS AND RINGS (CONCRETE INSTALLATIONS), HAVE 3(T MINIMUM CLEAR OPENING, AND BE STAMPED'SO ON COVER. 3. ALL MATOWS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BL• THE CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREOUENCY REQUESTED BY THE CRYS INSPECTOR OR AS DETERMINED BY THE SOILS ENGINEER 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION INTO FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFLTRATION FACILITIES, THE CONTRACTOR SOUL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE NESE DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITES. UNDERGROUND UTILITIES AB 73 REQUIRES EVERY PERSON PAWNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE DEUNEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE IWAUD. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SURE 200 BREA, CA 92621 1-(800) 227-2600 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 UTTITIES 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. In the City of La Quinta, County of Riverside, State of California Storm Drain Imrovement Plans Tract No. 37359 - T e Centre at La Quinta BEING A PORTION OF THE W 1/2, OF THE NW 1/4 OF SECTION 35, T 6 S, R 7 E, S.B.B.&M. LEGEND/ABBREVIATION ZONE CFS Q100=2.6 RETENTION BASIN OVERFLOW ROUTE APN 600-020-015 CONSTRUCTION NOTES AND QUANTITY "O '^�• DIRECTION OF DRNNAGE FLOW ON STREET V -S- SEWER UNE 1 -W- WATER LINE LF. CBS CATCH BASIN 328 Q100=3.9 STORM DRAIN UNE CONSTRUCT 42" RCP STORM DRAIN PIPE 312 RETENTION BASIN ACCESS RAMP A } 10 EA C.B. CATCH BASIN I S.D. STORM DRAIN W/MODIFIED LOCAL DEPRESSION, PER STREET IMPROVEMENT PIANS. M.H. MANHOLE ® J.S. JUNCTION STRUCTURE C8 N0. 5 R.C.P. REINFORCED CONCRETE PIPE - HDPE HIGH DENSITY POLYETHYLENE PIPE CONSTRICT HEADWALL OUTLET PER DETAIL ON SHEET 4 Q10=0.9 CFS ON CENTER Q9 P.S.I.D.C. POUNDS PER SQUARE INCH 1 CFS C.F.S. CUBIC FOOT PER SECOND Q100=2.0 C Q PEAK FLOW (IN C.F.S.) CONSTRUCT 48' RCP STORM DRAIN RPE Q10 10 -YEAR STORM PEAK FLOW (IN C.F.S.) Q Q100 100 -YEW STORM PEAK FLOW (IN C.F.S.) EL V VELOCITY (F.P.S.) 2 Vn NORMAL VELOCITY (F.P.S.) yr , 2 EA 1® F.P.S. FEET PER SECOND o INV. INVERT BC BEGIN OF CURVE ail U EC END OF CURVE T.G. TOP OF GRATE F F CENTER UNE H.G.L KYDALUC GRADE UNE W.S. WATER SURFACE INT. INTERSECTION LAT. LATERAL ST. STREET LF. UNEAR FEET S.F. SQUARE FEET CA EACH VERT. VERTICAL HORIZ. HORIZONTAL P.E. PAD ELEVATION _ SEWER LINE NO. 15� SEWER MANHOLE CB Q10= 5. W WATER Q100=9.7 CFS '--FIRE HYDRANT UTILITIES WATER, SEWER AND IRRIGATION: FIECTR .. TELEPHONE GAS: CABLE. P.M. 28526-2 P.M.B. 194172-75 x PARCEL I PC INDEX MAP SCALE 1"=100' 0100=8,7 CFS LINE D I� i nl } P.M. 28525-2 P.M.B. 194/72-75 LOT D Ijj+ I I }ML I+ I I }MI COICHELLA VALLEY WATER DISTRICT (760) 398-2651 I ill IRRIGATION DISTRICT (750) 398-5811 VERIZON (500) 483-5000 THE GAS COMPANY (800) 427-2200 TIME WARNER (760) 340-1312 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTON PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CORSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMA_ WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CFS 0100=9.4 CFS WAY r } 00=3.1 CFS AUTO °FA7rt� P.M. 37193 P.M.B. 243/38-39 PARCEL 1 t ACACIA WAY t } I aa� I LLi CB N0. 13 010=2.3 CFS Q100-4.9 GFS Q100=3.8 CFS0100=3.4 ZONE CFS Q100=2.6 APN 600-020-015 CONSTRUCTION NOTES AND QUANTITY "O '^�• Q CONSTRUCT 18' RCP STORM DRAIN PIPE 458 LF. Q 1 =1. 692 LF. 03 CONSTRUCT 30r RCP STORM DRAIN PIPE 328 Q100=3.9 Q CONSTRUCT 42" RCP STORM DRAIN PIPE 312 LINE A } 10 EA © CONSTRUCT CURB INLET CATCH BASIN PER CRY SID. M. NO. 300, 4 EA W/MODIFIED LOCAL DEPRESSION, PER STREET IMPROVEMENT PIANS. ® CONSTRUCT MANHOLE PER CITY SID. DWG. No. 34o gt C8 N0. 5 CB N0. 4 CONSTRUCT MANHOLE PER CITY STD. On N0. 341 - ; C CONSTRICT HEADWALL OUTLET PER DETAIL ON SHEET 4 Q10=0.9 CFS Q10=0.9 CFS Q9 CONSTRUCT RIP RAP PER DETAIL ON SHEET 140. 4 320 1 CFS } Q100=2.0 CFS Q100=2.0 C } _ _---_ i�40 CONSTRUCT 48' RCP STORM DRAIN RPE �1I N0. 3 S O i I I I 1IL o=o. 00=0.6 CFS Asa I I I l 1 I l �I ff� ' 1� P.M.2BBz5.1 Ill 194/72-75 PARCEL 1 T 11 11100=13 CFS HI LINE C I AVENTINE ZONE DESIGNATION APN 600-020-015 CONSTRUCTION NOTES AND QUANTITY ESTIMATES Q CONSTRUCT 18' RCP STORM DRAIN PIPE 458 LF. Q CONSTRUCT 24 RCP S'EORM DRAIN PIPE 692 LF. 03 CONSTRUCT 30r RCP STORM DRAIN PIPE 328 LF. Q CONSTRUCT 42" RCP STORM DRAIN PIPE 312 LF. Q CONSTRUCT CURB INLET CATCH BASIN PER CITY SID. DWG. NO. 300 10 EA © CONSTRUCT CURB INLET CATCH BASIN PER CRY SID. M. NO. 300, 4 EA W/MODIFIED LOCAL DEPRESSION, PER STREET IMPROVEMENT PIANS. ® CONSTRUCT MANHOLE PER CITY SID. DWG. No. 34o 4 EA ® CONSTRUCT MANHOLE PER CITY STD. On N0. 341 4 EA Q CONSTRICT HEADWALL OUTLET PER DETAIL ON SHEET 4 2 EA Q9 CONSTRUCT RIP RAP PER DETAIL ON SHEET 140. 4 320 S.F. 10 CONSTRUCT 3' WIDE X S DEEP X d THICK CONCRETE SWAlE 70 LF. 11 CONSTRUCT 48' RCP STORM DRAIN RPE 67 EA Q CONSTRUCT 54" RCP STORM DRAIN RPE 116 EL 0 CONSTRICT'MAXWEL PLUS DRAINAGE SYSTEM PER DETAIL ON SHEET 6 2 CA 14 CONSTRUCT'MAXWEL M DRAINAGE SYSTEM PER DETAIL ON SHEET 6 2 EA 1® CONSTRUCT CONCRETE COLLAR PER R.C.F.C.D. STT. M803 1 EL PREPA UNDER THE DIRECTION OF: QROFESSYQI;�1^ DATE: /4491Lo . a J Y EDWARD J. LEITH EXP. DATE 12/31/22 vl WNo. 0524966 n R.C.E. 52496 M ac* Exp. 12-31-22 APPROVED BY: CITY OF LA QUINTA C1V1L �� / �� PLANNERS HARK REVISIONS APPR. DATE �� CAL IV BR MC�KINNtY SCALE: PER PLAN DESIGNED BY: DRAWN El CHECKED BY: R.C.E. NO. 4 418 EXP. DATE 9/30/22 DATE: DENGINEER C., 2020 VICINITY MAP NTS 1. TITTLE SHEET ZONE DESIGNATION FLOOD ZONE 2. STORM DRNN PLAN a PROFILE - UNE 'A 3. STORM DRAIN PLAN k PROFILE - UNE 'Er 4. STORM DRAJN PLAN k PROFILE - LINE'C7 5. STORM DRAIN PIAN It PROFILE - UNE'D 1�7C1'Ji1\IiiT3C. OWNER / DEVELOPER SLF-ADAMS STREET LA QUINTA, LLC 2 PARK PLAZA, SUITE 700 IRVINE, CA 92614 CONTACT: CARTER MCLARAND 949-417-1396 BEARING HEREON ARE BASED ON THE SOUTH UNE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, T6S, R7E, SBM, BEING ALSO THE CENTERLINE OF AVENUE 62 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CAIFORNA BEGIN NORTH 8826'59' EAST AS SHOWN ON A MAP FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY OF SAID COUNTY. FLOOD ZONE DESIGNATION FLOOD ZONE DESIGNATION 'D' -PANEL 06024529508, DATED: 8/18/03 41865 Boardwalk M O R S E Suite 218 Palm Deeert CA 92211 S C H U L T Z Voice: 760-674-5776 rbw9MMswsBMp.nM ENGINEERS SURVEYORS NCH MARK: CITY OF U OUINTA N0. 060 00U .361 (NAM)i Y NCS B W N UACE III FAVIPED'Y146t. DOVIN 0.1', LOCATED ABOUT 22.5' YJNHERLY OF THE SOUTH CMR FILE W HKYWAY 111, IQROSS FROM THE CUNT HOSE ENTRANCE. 40' 20' 0 10. 20' 40' ' WDID # 7 33103920041 10-40' GRAPHIC SCAN t< IN THE CIN OF LA QUINTA, STATE OF CAUFORNIA 4 STORM DRAIN PLANS 1 6' TRACT N0.37359 SHT. 2 The Centre at La Quinta s TITLE SHEET oF_sHTs. a i A PORTION OF THE SW 1/4, OF SECTION 29, T5S, R.7E, S.B.M. Iz C FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: F SD 10 I$-000 I 5n v ■ :MM Qm ' I ` a 7u!.row+ -2zzLLJIIS to Z�O _ z,'��: LAJ ILL, 01 _L__ �� W ' 'W J �O _.: op W�wo gam_ �_ zz C> o g $ p ` O PROPOSED KNISH SURFACE ri o a � O i� _ O _. M M-- .-co �. o nc I m o Ids + z'm OYER STORM DRAIN + + o- + : , o p MO Z F F O O J= O t- O N�. O- _ ++__ _ _� _ � Ei cG.... �E31 N Z U n � � E3l is + + i� � T .- � COG i Q C�,�p � 6 eq EY tc 0 cc LHG�l O � �.---dl-- __-�- _.i.. _ _. .!.. OEC u00 ' I : I � I HGL100 _ _ r 58.4 C i rHGLIDD HGL,00 58.2 I HG QOI - -- _ . 00€57. D+53.32 ;_ - i -� .4 J - 14+65.22 _ •- ROP. 8' W'-_ . ! PROP. 8" W -iP > I_ N.=57.51 I 11+59.75 I �- INV.=57.68 - F- INV. 57 72 I ! W.=57.64PROP. Er W; 1+41.32 I 74+33.82 11+47.76 IW. MANHOLE NO. 1 1- PROP. S• SS 0 ROP. 9, SS I ,5+38.54 I 14+88.99 p� It' -9)- INT. MANHOLE N0. t 3.86 LINE A= V.=54.48 s-- I ( PROP. g' SSV.543 11+92.50 LINE A- INv.=54.68 PROP. 8" SS 29IN-53.95 9+86,2LINE B,.3' -t1.a0 RCP 4L8A.5T.0 AIl V. I 26 II M I �a Z O O OZE M � 1U -Lf H4Ji S ON 6� Z t70j0 Z TO -+-m m �,- _y d E ,0 U t0 to U W to -111 -11- HGLIOO 58.2 � 10+45.12 _ PROP. 8' W I- INV.=57.60 j 10+33.12-- PROP.ir SSSS f INV.=53.44 1.7' I I I ! 24' RCP 49.06 INV. 10+00.00 _ = TOP OF HEADWALL I I g=0.0120 0200 i INT: MANHOLE NO. 6 I I i I I 1 I I t INT. MANHOLE NO. 2 1 ! Y .0 15+64.66 UNE A -- `u _ 11+19.84 LINE A= 1 RCP 49 INV I ! !-1 274 Pc INT. MANHOLE N0. 4 18+00.00 LAS A4 de A5 5-0.0031 S-0.0030 5=0.0030 10+00.00 LAT. A2 18' RCP 5040 INV I S=0.0100 11+19.84 14+17.13 UNE A -- v - S=0.0030 ME A I 10+43.86 UNE A T- 42" RCP 48.56 INV. m m m S=0.0040 0P SD I I 54= RCP SD z I I ^ aoo I I cv 47.78 IW. 1 47.74 IW. CONSTRUCT 25.00 LF. - ' -- L LF.- - _ ;--'--.--. _.._.___ 8100= 23.7 CFS _ ,_ ;_. - --. _. _ :. a _ ' _ 8100 = 2.0 CFS _ 18" RCP STORM DRAIN ,8" RCP STORM DRAIN CONSTRUCT 41.27 LF. CONSTRUCT 94.59 LF. V100 = 25 FPS CONSTRUCT 66.66 CONSTRUCT 72.64 LF. _ NSTRUCT 42.53 LF. V100 = 1.5 FPS V100 = 1.1 FPS ; D-LOAD=1500 O-LOAD=1500 4fl430' RCP STORM DRAIN 42" RCP STORM DRAIN 1 48" RCP STORM D 5¢' RCP STORM DRAIN 54 RCP STORM DRAIN [ 8100 = 2.1 CFS LATE RA L T A3 V10�0 = 2'3 FOPS Q1oo 17-1OADDCIFS Q 00---19 7 c�FS _ _ Q1 -D 2 2 C _ u-LDAD•2Doo O-LOADLAT E RA LYA L -ER; V100 = 1.2 FPS 8100= 44.6 CFS Q100= 50.2 CF5 1 V100 = 2.5 FPS V100 = 2.0 FPS LINE A V100 = 3.4 TPS VI00 = 28 FPS V100=3.2 FPS �- - _ I 11+00 10+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 10+00 11+00 10+00 LU COURSE �- # BEARING BEARING DISTANCE DISTANCE L1 L -6 F � W 29.31' L2 N U 04 ..I Z n.* ON. Z L3 U-.. 73°49'50" U tN0 tp 42.99' L4 O 89°39'52" E 33.49' L5 p5 89'39'52" fco 23.79' L6 N O W 2.00' L7 N 89°39'52" E t� L8 N 89'39'52" E 28.00' Occ$ i. WDID # 7 3303920041 t HGL100 58.4 HGL100 N 14+17.13 UNE A -- v - S=0.0030 ME A I 10+43.86 UNE A T- 42" RCP 48.56 INV. m m m S=0.0040 0P SD I I 54= RCP SD z I I ^ aoo I I cv 47.78 IW. 1 47.74 IW. CONSTRUCT 25.00 LF. - ' -- L LF.- - _ ;--'--.--. _.._.___ 8100= 23.7 CFS _ ,_ ;_. - --. _. _ :. a _ ' _ 8100 = 2.0 CFS _ 18" RCP STORM DRAIN ,8" RCP STORM DRAIN CONSTRUCT 41.27 LF. CONSTRUCT 94.59 LF. V100 = 25 FPS CONSTRUCT 66.66 CONSTRUCT 72.64 LF. _ NSTRUCT 42.53 LF. V100 = 1.5 FPS V100 = 1.1 FPS ; D-LOAD=1500 O-LOAD=1500 4fl430' RCP STORM DRAIN 42" RCP STORM DRAIN 1 48" RCP STORM D 5¢' RCP STORM DRAIN 54 RCP STORM DRAIN [ 8100 = 2.1 CFS LATE RA L T A3 V10�0 = 2'3 FOPS Q1oo 17-1OADDCIFS Q 00---19 7 c�FS _ _ Q1 -D 2 2 C _ u-LDAD•2Doo O-LOADLAT E RA LYA L -ER; V100 = 1.2 FPS 8100= 44.6 CFS Q100= 50.2 CF5 1 V100 = 2.5 FPS V100 = 2.0 FPS LINE A V100 = 3.4 TPS VI00 = 28 FPS V100=3.2 FPS �- - _ I 11+00 10+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 10+00 11+00 10+00 NOTE: COURSE AND CURVE DATA LENGTHS ARE TO PIPE INTERSECTIONS AND/OR INT. MANHOLE NO. 6 C OF MANHOLES, AND MAY NOT BE EQUAL TO PROFILE PIPE LENGHTS. 15+64.66 UNE A= 10+00.00 LAT. A4& A5 �I LATERAL A4 EXISTING MAXWELL PER COLQ (SEE PROFILE ON SHEET 3) PLA1 g O AND SET REPLACED BYTMAXWELL O BE REMOVED rk CB NO.7 I I ST. STA. 10+53.00 ~ W=5'. H=8.39' 1y LLd I 5 TC=61.39, FL=60.56 7A fl I LINE D END PIPE=10+20.21 L6 F_ 15+62.66 EC 2 SEE SHEET S END PIPE 10, CB NO. 15 H-- (SEE SHEET 5) j 15+39.10 BC N I / u EXIST. MAXWELL TOP OF GRATE (55.7), p III TO BE RAISED TO ELEV. 58.0, PER 11 11,1 ROUGH GRADING PLAN FOR TRACT NO. i� 37359, PLAN SET NO. \ I I I \ EXISTING 18" SD & MAXWELL I LATE /- PER COLQ PLAN SET 99026, PROTECT IN PLACE. -� ✓/I I TRACT BOUNDARY .� NOT A PART CVWD WELL SITE o a(? rnat'_ L --CONSTRUCT 28.00 LF. - 18' RCP STORM DRAIN D-LOAD=1500 _. Q100= 3.9 CFS V100 = 2.2 FPS r PROFILESCALE HORR.1'=40' .. VEFrr. r=4' 11 + 0 PLAN SCALE 1'=40' CONSTRUCTION NOTES 7 7A II II O1 CONSTRUCT 18" RCP STORM DRAIN PIPE N t 2 CONSTRUCT 24" RCP STORM DRAIN PIPE LATERAL A 5 A Z < < CB N0.1 6 Q3 CONSTRUCT 30" RCP STORM DRAIN PIPE o z � o i ~ $T. STA 9+65.50 4 CONSTRUCT 42' RCP STORM DRAIN PIPE (SEE PROFILE ON SHEET 3) B � 0 5 �� 5 W=4', H=9.37' LINE B oD "' aoo �$ TC=62.07, FL=61.24 LINE CONSTRUCT CURB INLET CATCH BASIN PER CITY CB N0. 8 + w + a + m z + � + END PIPE=10+41.92 STD. DWG. N0. 300 Pe INT. MANHOLE N0. 5 SEE SHEET 3 , 0 0 0 (SEE DETAIL A ON SHEET 6) SEE SHEET 4 © CONSTRUCT CURB INLET CATCH BASIN PER CITY ST. STA. 10+53.00 � � �' �' STD. DWG. NO. 300, W MODIFIED LOCAL DEPRESSION W-4', H-9.99' - - - w U , CB N0. 2 6 1 (I PER STREET IMPROVEM NT PLANS. FL=60.56 15+15.39 �i E Si. STA 9+65.50 If III 7� CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 340 _ UNE A- Lpj1.39, n 10+00.00 UNE D _ _ _ 1 P_E-tD+2_tm_ p W=4', H=7.57' (1 L TC=62.07, FL=61.24 ;; ( I II © CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 341 ^Pf'%Y-Iitl END PIPE=10+73.92 I I III ® CONSTRUCT HEADWALL OUTLET PER DETAIL ON SHEET 4 (SEE DETAIL A ON SHEET 6) 1, I III O9 CONSTRUCT RIP RAP PER DETAIL ON SHEET NO. 4 I I i 14+81.90 EC ,I'll p 4 14 17.71 EC I " 1f I I 10 CONSTRUCT 3' WIDE x 3" DEEP x 6" THICK CONCRETE SWALE � !4 14+60.70 C r � _� 11j+11ti+1 I n _ TINT. MANHOLE NO. 4 B LI N E A ± D I " WAY C¢ I 14+17.13 UNE A= -1ij jl I 1 - r�L7 L$ 1 I III 11 CONSTRUCT 48" RCP STORM DRAIN PIPE t0+00,00 LAT. A3 ft -i-$ i L - - _j C 11+Qo L2 O G� I I I III 12 CONSTRCUT 54 RCP STORM DRAIN PIPE L--------- ' _ C3 13+91.80 BC -- $ -G O - - - - - - - - - - - I/ I I II 13 CONSTRUCT "MAXWELL PLUS" DRAINAGE SYSTEM PER r �~ - DETAIL ON SHEET 6 N 89 3 52" E 200.63' X 1 - M �7 C6 10+2'4.51 EC :B NO. 6 \ L 3� c� �>> M i / it 14 CONSTRUCT "MAXWELL P% DRAINAGE SYSTEM PER ,0+02.86 BC I - I_ STA „+79:00 4 0 ' + w 9�1 LATERAL A 1 ` DETAIL ON SHEET 6 I' 10+14.70 EC z n 1 o xti ' <� " H=11.01 a m I �0 G - ,n CB N0. 5 „ 61.73, FL=60.90 I 5 LATERAL A 2- o °' b2 j - PIPE=10+52.86 ST. STA 11+79.00 = =z I _----- -----------'----- I W=4', H=11.51' o N P JE TC=61.73, FL=60.90 N / k�p�QF, UNE C T -- --- ----- 1 ��Q SEE SHEET 4 -- - ----- END PIPE=10+24.36 rn m E._ 0 Y BEGIN PIPE=10+27.86 �± rn 1 I I- 8 gFG 10 10 o a 1 I I II UNDERGROUND UTILITIES I PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONCERNED BEFORE STARTING WORK. THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON ON 12/28/2020, EXCEPT FOR THE REVISIONS NOTED & HEREON. QROFESS/ONS Oy�P�� J T 0 �No. 052496= m EDWARD J. LENTH * Exp. 12-31-22 R.C.E. 52496 sT9T CIVIL �P DATE: y % Z� F OF CAL F0� �o II 7A I ( 9 SEE SHEET 5 FOR w 13 MAXWELL DETAILS 13--- i -_J II rn II M 5 CB N0. ..`' RETENTION ST. STA 12+32.50 / I W=4', H=9.90,. i p TC=61.90, FL=61.07 C. CB NO. 3 5 BASIN Z END PIPE=10+51.62 ST. STA. 12+32.50 1 114+60.70. AND LATERAL A3, STA. 10+00 TO 10+14.70 1 1 1 DESIGNED BY: DRAWN BY: CHECKED BY: CURVE DATA COURSE DATA # BEARING BEARING DISTANCE DISTANCE L1 N 30°20'08" W 29.31' L2 N 89'39'52' E 48.08' L3 N 73°49'50" W 42.99' L4 N 89°39'52" E 33.49' L5 N 89'39'52" E 23.79' L6 N 00'20'08" W 2.00' L7 N 89°39'52" E 17.41' L8 N 89'39'52" E 28.00' NOTE: COURSE AND CURVE DATA LENGTHS ARE TO PIPE INTERSECTIONS AND/OR INT. MANHOLE NO. 6 C OF MANHOLES, AND MAY NOT BE EQUAL TO PROFILE PIPE LENGHTS. 15+64.66 UNE A= 10+00.00 LAT. A4& A5 �I LATERAL A4 EXISTING MAXWELL PER COLQ (SEE PROFILE ON SHEET 3) PLA1 g O AND SET REPLACED BYTMAXWELL O BE REMOVED rk CB NO.7 I I ST. STA. 10+53.00 ~ W=5'. H=8.39' 1y LLd I 5 TC=61.39, FL=60.56 7A fl I LINE D END PIPE=10+20.21 L6 F_ 15+62.66 EC 2 SEE SHEET S END PIPE 10, CB NO. 15 H-- (SEE SHEET 5) j 15+39.10 BC N I / u EXIST. MAXWELL TOP OF GRATE (55.7), p III TO BE RAISED TO ELEV. 58.0, PER 11 11,1 ROUGH GRADING PLAN FOR TRACT NO. i� 37359, PLAN SET NO. \ I I I \ EXISTING 18" SD & MAXWELL I LATE /- PER COLQ PLAN SET 99026, PROTECT IN PLACE. -� ✓/I I TRACT BOUNDARY .� NOT A PART CVWD WELL SITE o a(? rnat'_ L --CONSTRUCT 28.00 LF. - 18' RCP STORM DRAIN D-LOAD=1500 _. Q100= 3.9 CFS V100 = 2.2 FPS r PROFILESCALE HORR.1'=40' .. VEFrr. r=4' 11 + 0 PLAN SCALE 1'=40' CONSTRUCTION NOTES 7 7A II II O1 CONSTRUCT 18" RCP STORM DRAIN PIPE N t 2 CONSTRUCT 24" RCP STORM DRAIN PIPE LATERAL A 5 A Z < < CB N0.1 6 Q3 CONSTRUCT 30" RCP STORM DRAIN PIPE o z � o i ~ $T. STA 9+65.50 4 CONSTRUCT 42' RCP STORM DRAIN PIPE (SEE PROFILE ON SHEET 3) B � 0 5 �� 5 W=4', H=9.37' LINE B oD "' aoo �$ TC=62.07, FL=61.24 LINE CONSTRUCT CURB INLET CATCH BASIN PER CITY CB N0. 8 + w + a + m z + � + END PIPE=10+41.92 STD. DWG. N0. 300 Pe INT. MANHOLE N0. 5 SEE SHEET 3 , 0 0 0 (SEE DETAIL A ON SHEET 6) SEE SHEET 4 © CONSTRUCT CURB INLET CATCH BASIN PER CITY ST. STA. 10+53.00 � � �' �' STD. DWG. NO. 300, W MODIFIED LOCAL DEPRESSION W-4', H-9.99' - - - w U , CB N0. 2 6 1 (I PER STREET IMPROVEM NT PLANS. FL=60.56 15+15.39 �i E Si. STA 9+65.50 If III 7� CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 340 _ UNE A- Lpj1.39, n 10+00.00 UNE D _ _ _ 1 P_E-tD+2_tm_ p W=4', H=7.57' (1 L TC=62.07, FL=61.24 ;; ( I II © CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 341 ^Pf'%Y-Iitl END PIPE=10+73.92 I I III ® CONSTRUCT HEADWALL OUTLET PER DETAIL ON SHEET 4 (SEE DETAIL A ON SHEET 6) 1, I III O9 CONSTRUCT RIP RAP PER DETAIL ON SHEET NO. 4 I I i 14+81.90 EC ,I'll p 4 14 17.71 EC I " 1f I I 10 CONSTRUCT 3' WIDE x 3" DEEP x 6" THICK CONCRETE SWALE � !4 14+60.70 C r � _� 11j+11ti+1 I n _ TINT. MANHOLE NO. 4 B LI N E A ± D I " WAY C¢ I 14+17.13 UNE A= -1ij jl I 1 - r�L7 L$ 1 I III 11 CONSTRUCT 48" RCP STORM DRAIN PIPE t0+00,00 LAT. A3 ft -i-$ i L - - _j C 11+Qo L2 O G� I I I III 12 CONSTRCUT 54 RCP STORM DRAIN PIPE L--------- ' _ C3 13+91.80 BC -- $ -G O - - - - - - - - - - - I/ I I II 13 CONSTRUCT "MAXWELL PLUS" DRAINAGE SYSTEM PER r �~ - DETAIL ON SHEET 6 N 89 3 52" E 200.63' X 1 - M �7 C6 10+2'4.51 EC :B NO. 6 \ L 3� c� �>> M i / it 14 CONSTRUCT "MAXWELL P% DRAINAGE SYSTEM PER ,0+02.86 BC I - I_ STA „+79:00 4 0 ' + w 9�1 LATERAL A 1 ` DETAIL ON SHEET 6 I' 10+14.70 EC z n 1 o xti ' <� " H=11.01 a m I �0 G - ,n CB N0. 5 „ 61.73, FL=60.90 I 5 LATERAL A 2- o °' b2 j - PIPE=10+52.86 ST. STA 11+79.00 = =z I _----- -----------'----- I W=4', H=11.51' o N P JE TC=61.73, FL=60.90 N / k�p�QF, UNE C T -- --- ----- 1 ��Q SEE SHEET 4 -- - ----- END PIPE=10+24.36 rn m E._ 0 Y BEGIN PIPE=10+27.86 �± rn 1 I I- 8 gFG 10 10 o a 1 I I II UNDERGROUND UTILITIES I PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONCERNED BEFORE STARTING WORK. THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON ON 12/28/2020, EXCEPT FOR THE REVISIONS NOTED & HEREON. QROFESS/ONS Oy�P�� J T 0 �No. 052496= m EDWARD J. LENTH * Exp. 12-31-22 R.C.E. 52496 sT9T CIVIL �P DATE: y % Z� F OF CAL F0� �o II 7A I ( 9 SEE SHEET 5 FOR w 13 MAXWELL DETAILS 13--- i -_J II rn II M 5 CB N0. ..`' RETENTION ST. STA 12+32.50 / I W=4', H=9.90,. i p TC=61.90, FL=61.07 C. CB NO. 3 5 BASIN Z END PIPE=10+51.62 ST. STA. 12+32.50 1 114+60.70. AND LATERAL A3, STA. 10+00 TO 10+14.70 1 1 1 DESIGNED BY: DRAWN BY: CHECKED BY: CURVE DATA COURSE DATA # BEARING LENGTH DISTANCE L9 N 51' 10' 13" E 23.62' L10 N 89'39'52" E 25.00' L11 N 45'16'17" E 2.86' L12 N 14'39'52" E 9.66' L13 N 89'39'52" E 25.00' L14 N 60'20'08" W 20.21' L15 N 62'16'27" E 21.96' NOTE: COURSE AND CURVE DATA LENGTHS ARE TO PIPE INTERSECTIONS AND/OR INT. MANHOLE NO. 6 C OF MANHOLES, AND MAY NOT BE EQUAL TO PROFILE PIPE LENGHTS. 15+64.66 UNE A= 10+00.00 LAT. A4& A5 �I LATERAL A4 EXISTING MAXWELL PER COLQ (SEE PROFILE ON SHEET 3) PLA1 g O AND SET REPLACED BYTMAXWELL O BE REMOVED rk CB NO.7 I I ST. STA. 10+53.00 ~ W=5'. H=8.39' 1y LLd I 5 TC=61.39, FL=60.56 7A fl I LINE D END PIPE=10+20.21 L6 F_ 15+62.66 EC 2 SEE SHEET S END PIPE 10, CB NO. 15 H-- (SEE SHEET 5) j 15+39.10 BC N I / u EXIST. MAXWELL TOP OF GRATE (55.7), p III TO BE RAISED TO ELEV. 58.0, PER 11 11,1 ROUGH GRADING PLAN FOR TRACT NO. i� 37359, PLAN SET NO. \ I I I \ EXISTING 18" SD & MAXWELL I LATE /- PER COLQ PLAN SET 99026, PROTECT IN PLACE. -� ✓/I I TRACT BOUNDARY .� NOT A PART CVWD WELL SITE o a(? rnat'_ L --CONSTRUCT 28.00 LF. - 18' RCP STORM DRAIN D-LOAD=1500 _. Q100= 3.9 CFS V100 = 2.2 FPS r PROFILESCALE HORR.1'=40' .. VEFrr. r=4' 11 + 0 PLAN SCALE 1'=40' CONSTRUCTION NOTES 7 7A II II O1 CONSTRUCT 18" RCP STORM DRAIN PIPE N t 2 CONSTRUCT 24" RCP STORM DRAIN PIPE LATERAL A 5 A Z < < CB N0.1 6 Q3 CONSTRUCT 30" RCP STORM DRAIN PIPE o z � o i ~ $T. STA 9+65.50 4 CONSTRUCT 42' RCP STORM DRAIN PIPE (SEE PROFILE ON SHEET 3) B � 0 5 �� 5 W=4', H=9.37' LINE B oD "' aoo �$ TC=62.07, FL=61.24 LINE CONSTRUCT CURB INLET CATCH BASIN PER CITY CB N0. 8 + w + a + m z + � + END PIPE=10+41.92 STD. DWG. N0. 300 Pe INT. MANHOLE N0. 5 SEE SHEET 3 , 0 0 0 (SEE DETAIL A ON SHEET 6) SEE SHEET 4 © CONSTRUCT CURB INLET CATCH BASIN PER CITY ST. STA. 10+53.00 � � �' �' STD. DWG. NO. 300, W MODIFIED LOCAL DEPRESSION W-4', H-9.99' - - - w U , CB N0. 2 6 1 (I PER STREET IMPROVEM NT PLANS. FL=60.56 15+15.39 �i E Si. STA 9+65.50 If III 7� CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 340 _ UNE A- Lpj1.39, n 10+00.00 UNE D _ _ _ 1 P_E-tD+2_tm_ p W=4', H=7.57' (1 L TC=62.07, FL=61.24 ;; ( I II © CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 341 ^Pf'%Y-Iitl END PIPE=10+73.92 I I III ® CONSTRUCT HEADWALL OUTLET PER DETAIL ON SHEET 4 (SEE DETAIL A ON SHEET 6) 1, I III O9 CONSTRUCT RIP RAP PER DETAIL ON SHEET NO. 4 I I i 14+81.90 EC ,I'll p 4 14 17.71 EC I " 1f I I 10 CONSTRUCT 3' WIDE x 3" DEEP x 6" THICK CONCRETE SWALE � !4 14+60.70 C r � _� 11j+11ti+1 I n _ TINT. MANHOLE NO. 4 B LI N E A ± D I " WAY C¢ I 14+17.13 UNE A= -1ij jl I 1 - r�L7 L$ 1 I III 11 CONSTRUCT 48" RCP STORM DRAIN PIPE t0+00,00 LAT. A3 ft -i-$ i L - - _j C 11+Qo L2 O G� I I I III 12 CONSTRCUT 54 RCP STORM DRAIN PIPE L--------- ' _ C3 13+91.80 BC -- $ -G O - - - - - - - - - - - I/ I I II 13 CONSTRUCT "MAXWELL PLUS" DRAINAGE SYSTEM PER r �~ - DETAIL ON SHEET 6 N 89 3 52" E 200.63' X 1 - M �7 C6 10+2'4.51 EC :B NO. 6 \ L 3� c� �>> M i / it 14 CONSTRUCT "MAXWELL P% DRAINAGE SYSTEM PER ,0+02.86 BC I - I_ STA „+79:00 4 0 ' + w 9�1 LATERAL A 1 ` DETAIL ON SHEET 6 I' 10+14.70 EC z n 1 o xti ' <� " H=11.01 a m I �0 G - ,n CB N0. 5 „ 61.73, FL=60.90 I 5 LATERAL A 2- o °' b2 j - PIPE=10+52.86 ST. STA 11+79.00 = =z I _----- -----------'----- I W=4', H=11.51' o N P JE TC=61.73, FL=60.90 N / k�p�QF, UNE C T -- --- ----- 1 ��Q SEE SHEET 4 -- - ----- END PIPE=10+24.36 rn m E._ 0 Y BEGIN PIPE=10+27.86 �± rn 1 I I- 8 gFG 10 10 o a 1 I I II UNDERGROUND UTILITIES I PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONCERNED BEFORE STARTING WORK. THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON ON 12/28/2020, EXCEPT FOR THE REVISIONS NOTED & HEREON. QROFESS/ONS Oy�P�� J T 0 �No. 052496= m EDWARD J. LENTH * Exp. 12-31-22 R.C.E. 52496 sT9T CIVIL �P DATE: y % Z� F OF CAL F0� �o II 7A I ( 9 SEE SHEET 5 FOR w 13 MAXWELL DETAILS 13--- i -_J II rn II M 5 CB N0. ..`' RETENTION ST. STA 12+32.50 / I W=4', H=9.90,. i p TC=61.90, FL=61.07 C. CB NO. 3 5 BASIN Z END PIPE=10+51.62 ST. STA. 12+32.50 1 114+60.70. AND LATERAL A3, STA. 10+00 TO 10+14.70 1 1 1 DESIGNED BY: DRAWN BY: CHECKED BY: CURVE DATA # DELTA RADIUS LENGTH C1 59°59'24° 45.00' 47.12' C2 21'13'16" 90.00' 33.33' C3 13.29'42" 90.00' 25.91' C4 18.31'3S' 90.00' 21.20' C5 60.00'00" 22.50' 23.56' C6 18'31'33" 45.00' 14.55' C7 41'27'51" 45.00' 32.57' C8 62'26'44" 22.50' 24.51' C9 30°36'25' 22.50' 12.02' NOTE: COURSE AND CURVE DATA LENGTHS ARE TO PIPE INTERSECTIONS AND/OR INT. MANHOLE NO. 6 C OF MANHOLES, AND MAY NOT BE EQUAL TO PROFILE PIPE LENGHTS. 15+64.66 UNE A= 10+00.00 LAT. A4& A5 �I LATERAL A4 EXISTING MAXWELL PER COLQ (SEE PROFILE ON SHEET 3) PLA1 g O AND SET REPLACED BYTMAXWELL O BE REMOVED rk CB NO.7 I I ST. STA. 10+53.00 ~ W=5'. H=8.39' 1y LLd I 5 TC=61.39, FL=60.56 7A fl I LINE D END PIPE=10+20.21 L6 F_ 15+62.66 EC 2 SEE SHEET S END PIPE 10, CB NO. 15 H-- (SEE SHEET 5) j 15+39.10 BC N I / u EXIST. MAXWELL TOP OF GRATE (55.7), p III TO BE RAISED TO ELEV. 58.0, PER 11 11,1 ROUGH GRADING PLAN FOR TRACT NO. i� 37359, PLAN SET NO. \ I I I \ EXISTING 18" SD & MAXWELL I LATE /- PER COLQ PLAN SET 99026, PROTECT IN PLACE. -� ✓/I I TRACT BOUNDARY .� NOT A PART CVWD WELL SITE o a(? rnat'_ L --CONSTRUCT 28.00 LF. - 18' RCP STORM DRAIN D-LOAD=1500 _. Q100= 3.9 CFS V100 = 2.2 FPS r PROFILESCALE HORR.1'=40' .. VEFrr. r=4' 11 + 0 PLAN SCALE 1'=40' CONSTRUCTION NOTES 7 7A II II O1 CONSTRUCT 18" RCP STORM DRAIN PIPE N t 2 CONSTRUCT 24" RCP STORM DRAIN PIPE LATERAL A 5 A Z < < CB N0.1 6 Q3 CONSTRUCT 30" RCP STORM DRAIN PIPE o z � o i ~ $T. STA 9+65.50 4 CONSTRUCT 42' RCP STORM DRAIN PIPE (SEE PROFILE ON SHEET 3) B � 0 5 �� 5 W=4', H=9.37' LINE B oD "' aoo �$ TC=62.07, FL=61.24 LINE CONSTRUCT CURB INLET CATCH BASIN PER CITY CB N0. 8 + w + a + m z + � + END PIPE=10+41.92 STD. DWG. N0. 300 Pe INT. MANHOLE N0. 5 SEE SHEET 3 , 0 0 0 (SEE DETAIL A ON SHEET 6) SEE SHEET 4 © CONSTRUCT CURB INLET CATCH BASIN PER CITY ST. STA. 10+53.00 � � �' �' STD. DWG. NO. 300, W MODIFIED LOCAL DEPRESSION W-4', H-9.99' - - - w U , CB N0. 2 6 1 (I PER STREET IMPROVEM NT PLANS. FL=60.56 15+15.39 �i E Si. STA 9+65.50 If III 7� CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 340 _ UNE A- Lpj1.39, n 10+00.00 UNE D _ _ _ 1 P_E-tD+2_tm_ p W=4', H=7.57' (1 L TC=62.07, FL=61.24 ;; ( I II © CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 341 ^Pf'%Y-Iitl END PIPE=10+73.92 I I III ® CONSTRUCT HEADWALL OUTLET PER DETAIL ON SHEET 4 (SEE DETAIL A ON SHEET 6) 1, I III O9 CONSTRUCT RIP RAP PER DETAIL ON SHEET NO. 4 I I i 14+81.90 EC ,I'll p 4 14 17.71 EC I " 1f I I 10 CONSTRUCT 3' WIDE x 3" DEEP x 6" THICK CONCRETE SWALE � !4 14+60.70 C r � _� 11j+11ti+1 I n _ TINT. MANHOLE NO. 4 B LI N E A ± D I " WAY C¢ I 14+17.13 UNE A= -1ij jl I 1 - r�L7 L$ 1 I III 11 CONSTRUCT 48" RCP STORM DRAIN PIPE t0+00,00 LAT. A3 ft -i-$ i L - - _j C 11+Qo L2 O G� I I I III 12 CONSTRCUT 54 RCP STORM DRAIN PIPE L--------- ' _ C3 13+91.80 BC -- $ -G O - - - - - - - - - - - I/ I I II 13 CONSTRUCT "MAXWELL PLUS" DRAINAGE SYSTEM PER r �~ - DETAIL ON SHEET 6 N 89 3 52" E 200.63' X 1 - M �7 C6 10+2'4.51 EC :B NO. 6 \ L 3� c� �>> M i / it 14 CONSTRUCT "MAXWELL P% DRAINAGE SYSTEM PER ,0+02.86 BC I - I_ STA „+79:00 4 0 ' + w 9�1 LATERAL A 1 ` DETAIL ON SHEET 6 I' 10+14.70 EC z n 1 o xti ' <� " H=11.01 a m I �0 G - ,n CB N0. 5 „ 61.73, FL=60.90 I 5 LATERAL A 2- o °' b2 j - PIPE=10+52.86 ST. STA 11+79.00 = =z I _----- -----------'----- I W=4', H=11.51' o N P JE TC=61.73, FL=60.90 N / k�p�QF, UNE C T -- --- ----- 1 ��Q SEE SHEET 4 -- - ----- END PIPE=10+24.36 rn m E._ 0 Y BEGIN PIPE=10+27.86 �± rn 1 I I- 8 gFG 10 10 o a 1 I I II UNDERGROUND UTILITIES I PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONCERNED BEFORE STARTING WORK. THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON ON 12/28/2020, EXCEPT FOR THE REVISIONS NOTED & HEREON. QROFESS/ONS Oy�P�� J T 0 �No. 052496= m EDWARD J. LENTH * Exp. 12-31-22 R.C.E. 52496 sT9T CIVIL �P DATE: y % Z� F OF CAL F0� �o II 7A I ( 9 SEE SHEET 5 FOR w 13 MAXWELL DETAILS 13--- i -_J II rn II M 5 CB N0. ..`' RETENTION ST. STA 12+32.50 / I W=4', H=9.90,. i p TC=61.90, FL=61.07 C. CB NO. 3 5 BASIN Z END PIPE=10+51.62 ST. STA. 12+32.50 1 114+60.70. AND LATERAL A3, STA. 10+00 TO 10+14.70 1 1 1 DESIGNED BY: DRAWN BY: CHECKED BY: W=4', H=10.20' WS 100 = 57.8 V Tc=slso, FL=61.07 BOTTOM = 47.00 END PIPE=10+23.62 ~ 40' 20' 0 10' 20' 40' WDID # 7 3303920041 1"=40' GRAPHIC SCALE N z PREPAR UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Q QROFESS/ DATE: /9 Z . M Q R S E Suite 216 STORM DRAIN PLANS 2 a J. < <F �Gi Palm Desert, CA 92211 TRACT N0.37359 SHT. �P EDWARD J. LEN H EXP. DATE 12/31/22 S C H U L T Z Voice: 760-674-5776 The Centre at La Quinta _z a N0. 052496 rZ,-� R.C.E. 52496 cbergh®mdsconsulting.ne[ - a Exp. 12-31-22 APPROVED BY: CITY OF LA QUINTA LINE A OF v SHTS. p *sTq CIVIL \* __��' " `? / PLANNERS ENGINEERS SURVEYORS STA. 10+00.00 TO STA. 15+64.66 TF' �F OF CAL BRYAN MC INNEY 7 DATE SCALE: PER PLAN B E N C H M A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) 3" NGS BRASS DISK IN LARGE ROCK, STAMPED "Y1462", DOWN 0.1', LOCATED A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. ♦Y 0 CITY ENGINEER R.C.E. NO. 49418 EXP. DATE 9/30/22 DATE: APRIL, 2021 ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FROM THE CUFF HOUSE ENTRANCE FACE OF HIGHWAY 111, ACROSS - - FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: Cl) Q I:\90000\IMPLANS\SD- 02 C)C)o � 4/08/21 • E 50 al] p100= 2'' CFS LATERAL A3 V100= 2Z CPS V100 = 1.2 FPS FPS 11+00 10+00 16+00 <m n N < C n <<~ W W$ z WO LO = mo i mm ly « F Z 3 3 a8 111109 L"g PROPOSED FINISH SURFACE m g N2z m 8 0� .e g}} Z{po ng n OVER STORM DRAIN l +o+ +SIN N S 833N v+ct 1~ ^o+1t� \ .-2 W,O �AA1 xD H. f .- *0 -w 6 5 W COURSE DATA 1 BEARING DISTANCE L1 N 3020'08" W 29.31' L2 N 89'39'57 E 43.41' L3 NOT USED 23.62' L4 N 89439'57 E 72.80' 1.5 N 89'39'57 E 13.79' L6 N 6020'08" W 57.20' L7 N 0020'08" W 2.00' LB NOT USED 21.96' 16+00 <m n N < C n <<~ W W$ z WO LO = mo i mm ly « F Z 3 3 a8 111109 L"g PROPOSED FINISH SURFACE m g N2z m 8 0� .e g}} Z{po ng n OVER STORM DRAIN l +o+ +SIN N S 833N v+ct 1~ ^o+1t� \ .-2 W,O �AA1 xD H. f .- *0 -w 6 5 W COURSE DATA ;wo BEARING DISTANCE L9 N 89'39'52" E 17.41' L10 N 8939'52" E 28.00' 1.11 N 51'10'13 E 23.62' L12 N BT39'57 E 25.00' L13 N 14'3952" E 31.32' L14 N 89'39'57 E 25.00' L15 N 6020'08" W 20.21' L16 N 62'16'27' E 21.96' 16+00 <m n N < C n <<~ W W$ z WO LO = mo i mm ly « F Z 3 3 a8 111109 L"g PROPOSED FINISH SURFACE m g N2z m 8 0� .e g}} Z{po ng n OVER STORM DRAIN l +o+ +SIN N S 833N v+ct 1~ ^o+1t� \ .-2 W,O �AA1 xD H. f .- *0 -w 6 5 W W m ;wo 1 DELTA oi� LENGTH C1 59'59'24" WE o a0 m 90.00' 47.11' 0 6000'00" uT 2i ' !i n CONSTRUCT 4127 LF CONSTRUCT 91.55 LF. 30' RCP STORM DRAIN 42' RCP STORM DRAIN O-LOADa2000 0-LOAD=2000 Q100= 121 CFS Q100= 19.7 CFS V100= 2.5 FPS V100= 2.0 FPS 15+00 NOTE: COURSE AND CURVE DATA LENGTHS ARE TO PPE INTERSECTIONS AND/OR 6. OF MANHOLES, AND MAY NOT BE EQUAL TO PROFILE PIPE LENGHTS. IYMHOIF N0. I 15+62.05 11K M 10+00.00 LAT. ANTI I EXISTING MAXWELL PER CMO LATERAL A4 LE ON AND REPLACEPLAN SET D BYTO BE MAXWELEMOUS (SEE PRCFlCB NO. LE ON SHEEP 3) ST. STA. 10+53.00 W=5', Hap w 1 5 TC=61.39. FL=80.56 Ix I LINE D END PIE=10+20.21 L' F 15+59.37 EC V) I SEE SHEET 5 END PPE , UNDERGROUND UTILITIES EXIST. MAXWELL TOP OF GRATE (55.7), TO BE RASED TO ELEV. 58.0, PER RDUGH GRADING PLAN FOR TRACT NO. 37359, PLAN SET NO. EXISTING 19' SO B MAXWELL PER CMO PLAN SET 99026, PROTECT IN PLACE. TRACT BOUNDARY NOT A PART CVWD WELL SITE 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 PUNS 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES LATERAL A5 (SEE PROFILE ON SHEET 3) C OB NO.8 ST. STA 10+53.00 W=4' EIS PIPE _.180*r26,0:5�6`� I _ T - 5 CO N0. 6 �.., ST. STA 11+79.00 Wp', H=11.01' TC=61.73, FI.=80.90 1 END pre E=10+59.82 LATERAL A3 --1- NO. 4 km T- INY. INY. m.:I:3 .O1I 11+47.76 MANFKKE IM. MANHOLE NO. 4 PROP. 6 ss 70+43.86 UNE M 11+92.64 I I INV =54� 70+ .00 LAT. Al 10+00.00 B 2.6' 18' RCP 48.50 INV. 24 RCP 49.50 W. 2 d CURVE DATA m PREPAREIIIIILINDER THE DIRECTION OF: DATE:T �o 1 DELTA RADIUS LENGTH C1 59'59'24" 45.00' 47.12' C2 2T59'2e 90.00' 47.11' 0 6000'00" 22.50' 23.56' C4 18'31'33" 45.00' 14.55' C5 41'27'51" 45.00' 32.57' C6 6726'44" 22.50' 24.51' NOTE: COURSE AND CURVE DATA LENGTHS ARE TO PPE INTERSECTIONS AND/OR 6. OF MANHOLES, AND MAY NOT BE EQUAL TO PROFILE PIPE LENGHTS. IYMHOIF N0. I 15+62.05 11K M 10+00.00 LAT. ANTI I EXISTING MAXWELL PER CMO LATERAL A4 LE ON AND REPLACEPLAN SET D BYTO BE MAXWELEMOUS (SEE PRCFlCB NO. LE ON SHEEP 3) ST. STA. 10+53.00 W=5', Hap w 1 5 TC=61.39. FL=80.56 Ix I LINE D END PIE=10+20.21 L' F 15+59.37 EC V) I SEE SHEET 5 END PPE , UNDERGROUND UTILITIES EXIST. MAXWELL TOP OF GRATE (55.7), TO BE RASED TO ELEV. 58.0, PER RDUGH GRADING PLAN FOR TRACT NO. 37359, PLAN SET NO. EXISTING 19' SO B MAXWELL PER CMO PLAN SET 99026, PROTECT IN PLACE. TRACT BOUNDARY NOT A PART CVWD WELL SITE 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 PUNS 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES LATERAL A5 (SEE PROFILE ON SHEET 3) C OB NO.8 ST. STA 10+53.00 W=4' EIS PIPE _.180*r26,0:5�6`� I _ T - 5 CO N0. 6 �.., ST. STA 11+79.00 Wp', H=11.01' TC=61.73, FI.=80.90 1 END pre E=10+59.82 LATERAL A3 --1- NO. 4 km T- INY. INY. m.:I:3 .O1I 11+47.76 MANFKKE IM. MANHOLE NO. 4 PROP. 6 ss 70+43.86 UNE M 11+92.64 I I INV =54� 70+ .00 LAT. Al 10+00.00 B 2.6' 18' RCP 48.50 INV. 24 RCP 49.50 W. 2 d CONSTRUCT 16 m PREPAREIIIIILINDER THE DIRECTION OF: DATE:T �o Nd$ Q N Mxd DRAIN 18' RCP DRAIN t 19, RCP STORM DRNN IT RCP STORM DRAIN Z DESIGNED BY: DRAWN BY: CHECKED BY: +2 N. N. + ^ $d +3 ". + V100= 1.5 FPS V100 = 1.1 FPS Y NCS BRA55 015x IN VACS TOO(, STAMPED ' 225' SWAIERLY OF THE WH CURB 'Y1482, DOWN 0.1', LOCATED FACE OF HIGHWAY 111, ACROSS o W RCP STOW ORAN FROM THE CUFT HOUSE ENTRANCE -W Y -mM �W♦ zI� oma Al o V100= 25 FPS CONSTRUCT 66.80 LF. CONSTRUCT 72.64 LF. 4S RCP STORM DRAIN 54 RCP STOW DRAIN D-LOAD=2000 D-LQAD-2000 LINE A QIOO= 42.2 CFS Q'I 44.6 CFS V100= 3.4 FPS V1 DO= 28 FPS 14+00 13+00 12+00 11+00 WS100=579 N 1 g�Y y4i Do MOO I ST. STA 9+85.50 6 LINE B TC=Wm4r H=9.3T 9Z, 8 TC=62.07, Fl.=81.24 SEE SHEET 3 +1 c (S D�EIALL0A4O1N.92� 6) R. Milimi NO. 5.t, r-- , rr ^^ / C CB NO. 2 12.1012.10�Au _ _ _ _ ST.6 30.00 LNIE D __. Wa4 f H 785.50 TC=6207, FL=61.24 J ----T END PIPE=10+73.92 M. MANHOLE NO. 4 �� ---J (SEE DETAIL A ON SHEET 6) 1017.71UK A= I = / ip1 1�m LAT" A3 I LI _ 11 1.10 - 4+ _ - -- ' --_ __ 4 1 ,.... -_. 6-78 1 !I --j j.m L2 n 1 5 °_ _________ter l -- 1 I CB NO, 5pippilp 1 ST. "5'' LATERAL A2- 1a +W °" LATERAL Al '" ST. STA 1,+79.00 '' il TC= -3, FL -60.90 ¢ i I ____-0--- SEE SHEET END PN1E=10+31 J2 � ---- - BEGIN PIE=10+34.82 r, / LINE C 8 �� 10 I. ' 11 I SEE SHEET 5 FOR 1 1 MAXWELL DETAILS_ 5 S�;2 T.STA+32'50 III RETENTION w=41, BASIN TC=61.9090, FL FL=61.07 ECB N0. 3 END PIE=10+51.62 Sf. STA 12+32.50 5 W=4', H=10.20' WS100 = 57.8 TG=61.90, FL=s1.D7 BOTTOM = 47.00 END RE=10+23.62 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYp0.0F ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONSTRUCT 16 1of'RCP SfOR11 DRANK PREPAREIIIIILINDER THE DIRECTION OF: DATE:T �o LCONSTRUCT 28.00 LF. Q COR IRUCT 20.41 LF. CONSTRUCT 25.00 LF. D-1.040=1500 DRAIN 18' RCP DRAIN 0 19, RCP STORM DRNN IT RCP STORM DRAIN Q1D0= 6.5 CFS DESIGNED BY: DRAWN BY: CHECKED BY: D-IAADw1515 00 Q D-LOUD=1500 D-LOAD=1500 Q100= 26 CFS QI00= 20 CPS V100= 3.7 FPS DRAIN QI00= 3.9 CTS V100= 22 FPS mL 42.53 LF. V100= 1.5 FPS V100 = 1.1 FPS Y NCS BRA55 015x IN VACS TOO(, STAMPED ' 225' SWAIERLY OF THE WH CURB 'Y1482, DOWN 0.1', LOCATED FACE OF HIGHWAY 111, ACROSS W RCP STOW ORAN FROM THE CUFT HOUSE ENTRANCE QIOOm D:� LATERAL A2 LATERAL Al V100= 3.2 FPS PROFiE SCALES IHORI2. r -4a VERT. II 10+00 10+00 11+00 10+00 11 + C 0 PLAN SCALE r -4a N 1 g�Y y4i Do MOO I ST. STA 9+85.50 6 LINE B TC=Wm4r H=9.3T 9Z, 8 TC=62.07, Fl.=81.24 SEE SHEET 3 +1 c (S D�EIALL0A4O1N.92� 6) R. Milimi NO. 5.t, r-- , rr ^^ / C CB NO. 2 12.1012.10�Au _ _ _ _ ST.6 30.00 LNIE D __. Wa4 f H 785.50 TC=6207, FL=61.24 J ----T END PIPE=10+73.92 M. MANHOLE NO. 4 �� ---J (SEE DETAIL A ON SHEET 6) 1017.71UK A= I = / ip1 1�m LAT" A3 I LI _ 11 1.10 - 4+ _ - -- ' --_ __ 4 1 ,.... -_. 6-78 1 !I --j j.m L2 n 1 5 °_ _________ter l -- 1 I CB NO, 5pippilp 1 ST. "5'' LATERAL A2- 1a +W °" LATERAL Al '" ST. STA 1,+79.00 '' il TC= -3, FL -60.90 ¢ i I ____-0--- SEE SHEET END PN1E=10+31 J2 � ---- - BEGIN PIE=10+34.82 r, / LINE C 8 �� 10 I. ' 11 I SEE SHEET 5 FOR 1 1 MAXWELL DETAILS_ 5 S�;2 T.STA+32'50 III RETENTION w=41, BASIN TC=61.9090, FL FL=61.07 ECB N0. 3 END PIE=10+51.62 Sf. STA 12+32.50 5 W=4', H=10.20' WS100 = 57.8 TG=61.90, FL=s1.D7 BOTTOM = 47.00 END RE=10+23.62 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYp0.0F ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONSTRUCT 16 E$$1n„ a! f13. o V+ W x u No. 052496 m b Exp. 12-31-22APP 'FILET OIVIL F0- GLIF�" PREPAREIIIIILINDER THE DIRECTION OF: DATE:T �o PIPE Q CONSTRUCT 24" EDWARD J. LENTH EXP. DATE 12/31/22 R.C.E. 52496 OVED BY: QTY OF to QLWTA 2�� B V MCKINNEY DATE CITY ENGINEER R.C.E. NO. 49418 EXP. DATE 9/30/22 DRAIN PIPE 0 CONSTRUCT 30" MARK REVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: LINE C SEE SHEET �� II II II II II II I I II I -------------- yl I I CONSTRUCTION NOTES 50 Qt CONSTRUCT 16 RCP STORM DRAIN PIPE Q CONSTRUCT 24" RCP STORM DRAIN PIPE 0 CONSTRUCT 30" RCP STORM DRAIN PPE Q CONSTRUCT 47 RCP STORM DRAIN PPE 50 CONSTRUCT CURB INLET CATCH BASIN PER CRY STD. DWG. NO. 300 © CONSTRUCT CURB INLET CATCH BASH PER CITY SID. DWG. NO. 300, W MODIFIED LOCAL DEPRESSION PER STREET IMPROVEM M PLANS. © CONSTRUCT MANHOLE PER CITY SID. DWG. NO. 340 ® CONSTRUCT MANHOLE PER CRY STD. DWG. NO. 341 08 CONSTRUCT HEADWALL OUTLET PER DETAIL ON SHEET 4 CONSTRUCT RIP RAP PER DETAIL ON SHEET NO. 4 10 CONSTRUCT 3' WIDE x Y DEEP x 8' THICK CONCRETE SWALE 11 CONSTRUCT 4T RCP STORM DRAIN PIPE 0 CON51RCUr 54" RCP STORM DRAIN PIPE i© CONSTRUCT "MAXWELL PLUS DRAINAGE SYSTEM PER DETAIL ON SHEET 6 14 CONSTRUCT "MAXWELL N DRAINAGE SYSTEM PER DETAIL ON SHEET 6 jYlI I � I II M d Z F 40' 20' 0 10' 20' 4Q' ~ WDID # 7 33C3920041 1"_4o. GRAPHIC SCALE y z IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA STORM DRAIN PLANS 2 a TRACT N0.37359 SHT._ z The Centre at La Quinta q Lppp INE A of 6 sHTs. p STA. 10+00.00 TO STA 15+04.42 f A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. 19 0 FOR: SLF-ADAMS STREET LA QUINTA, LLC W . No: I ii - U) 9G000\IMPIANS\SD- 02 12/08/20 41865 Boarevolk . MORSE Suite 218 Palm Dep CA 92211 1 S C H U L T Z Voice: 760-674-5776 tb,SMnlbc"AiS+M PLANNERS ENGINEERS SURVEYORS SCALE: PER PLAN BENCH M A R N: CITY OF U OUNFA N0. 060 EUP1 94.361 (Wilp Y NCS BRA55 015x IN VACS TOO(, STAMPED ' 225' SWAIERLY OF THE WH CURB 'Y1482, DOWN 0.1', LOCATED FACE OF HIGHWAY 111, ACROSS DATE: DEC.. 2020 FROM THE CUFT HOUSE ENTRANCE d Z F 40' 20' 0 10' 20' 4Q' ~ WDID # 7 33C3920041 1"_4o. GRAPHIC SCALE y z IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA STORM DRAIN PLANS 2 a TRACT N0.37359 SHT._ z The Centre at La Quinta q Lppp INE A of 6 sHTs. p STA. 10+00.00 TO STA 15+04.42 f A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. 19 0 FOR: SLF-ADAMS STREET LA QUINTA, LLC W . No: I ii - U) 9G000\IMPIANS\SD- 02 12/08/20 Q M WZ Z J tLq LO o x CV Oa + 11+48.92 LINE B= 10+00.00 LAT. B1&82= -T 18" RCP INV.=54.80 i I NOTE: COURSE AND CURVE DATA LENGTHS ARE TO PIPE INTERSECTIONS AND/OR C OF MANHOLES, AND MAY NOT BE EQUAL TO PROFILE PIPE LENGTHS. SEE SHEET 2 CURVE DATA COURSE # DELTA RADIUS LENGTH C1 30'09'44" 45.00' (Z INT. JUNCT. ST. NO. 1 C2 45'16'31" - p330 C3 45'00'00" 22.50' 17.67' C4 9+94.22 LINEB= 45.00' 27.49' C5 s`0 90.00' 29.54' W 19.00' T 10+00.00 1 Y ADS,- 55'11'46" E 20.62' L5 N 34'51'43" W 17.27' m �n N-12; HDPE STUB.. V O +� , I " 1-14+71.84 Q m �''' co I! - `fv 12 INV.=49,74 - ---•- C. INT. MANHOLE N0. 3 0° ao a! x w ,� ° O) M t0 Cf - 0�3 , + Iz 4 W 9+86.22 LINE B= 1+92.50 LINE A- W o- °D vi 1Mn 1n- o it rn o w M o dao 48" RCP INV.=47.777$ W=4 a co v If + �Z � a 4 N a 4 T=6 6 Z I- t II LO II N0, W> >: ? OZ i + - o + w? U Mz I I + - ao 0) M4 Ln Z II -- _ ...L._ _ (10 CF) (15 61.79 FL 61.79 TC j C NSTRUCT 158468 LF 62.12 TIC (10"CF) 62.12 TC (10"CF) 61.29 FL. LO M z 1.29 FL f RCP STORM DRAIN LATERAL 62 - CATCH BASIN NO. 9, WITH MODIFIED LOCAL DEPRESSION CATCH BASIN © MODIFIED LOCAL NO. 10, DEPRESSION D-LOAD=1500 -- (PER STREET IMP. PLANS) (PER STREET IMP. PLANS) _ Q100=17.0 iCFS -- . n v V100= 5.4 FPS PROFILE SCALES - HORIZ. 1'=40' VERT. l'-4! PLAN SCALE 10+00 11+00 _ 1'=40' NOTE: COURSE AND CURVE DATA LENGTHS ARE TO PIPE INTERSECTIONS AND/OR C OF MANHOLES, AND MAY NOT BE EQUAL TO PROFILE PIPE LENGTHS. SEE SHEET 2 FINISH SURFACE OVER STORM DRAIN Q 11+85.09 PROP. Ir SS INV.=52.64 12+00 � i I I I I I �CBNO. 9 I I n ST. STA. 10+00.50 _jr ' W=4.0', H=5.48' ITC=61.98, FL=61.15 �I IEND PIPE 10+19.00 SEE B 1 DETAIL B HEREON - LLT. FF M CURVE DATA COURSE # DELTA RADIUS LENGTH C1 30'09'44" 45.00' 15.84' C2 45'16'31" 22.50' 17.78' C3 45'00'00" 22.50' 17.67' C4 35'00'00" 45.00' 27.49' C5 18'48'17" 90.00' 29.54' FINISH SURFACE OVER STORM DRAIN Q 11+85.09 PROP. Ir SS INV.=52.64 12+00 � i I I I I I �CBNO. 9 I I n ST. STA. 10+00.50 _jr ' W=4.0', H=5.48' ITC=61.98, FL=61.15 �I IEND PIPE 10+19.00 SEE B 1 DETAIL B HEREON - LLT. FF M I It 1 fi. MANHOLE N0. LINE A 11+ .92 LINE B= 3 10+ . I &B2 EC L m i 1 +19.5 0 INT. 86.22 LINE B= +92.50 LINE A NHOLE NO. 3 SEE SHEET 2 AAT. 132A C CB NO. 10 ❑ ST. STA. 10+00.50 6W=4.0', H=5.48' TC=61.98, FL=61.15 END PIPE 10+20.62 SEE DETAIL B HEREON 5=0.0043 PROP. 8" IW =51.84 CONSTRUCT 13+00 14+87.84 - PROP. T W INV. -59.86 CENTRE COURSE DATA # DWG. BEARING 340 DISTANCE L1 N 20'13'21" W 30.63' NO. 341 O U M M L2 N 0920'08" W 11.66' L3 N 52'2710" W 19.00' L4 N 55'11'46" E 20.62' L5 N 34'51'43" W 17.27' I It 1 fi. MANHOLE N0. LINE A 11+ .92 LINE B= 3 10+ . I &B2 EC L m i 1 +19.5 0 INT. 86.22 LINE B= +92.50 LINE A NHOLE NO. 3 SEE SHEET 2 AAT. 132A C CB NO. 10 ❑ ST. STA. 10+00.50 6W=4.0', H=5.48' TC=61.98, FL=61.15 END PIPE 10+20.62 SEE DETAIL B HEREON 5=0.0043 PROP. 8" IW =51.84 CONSTRUCT 13+00 14+87.84 - PROP. T W INV. -59.86 CENTRE ® W, M i DWG. NO. 340 Z Z © CONSTRUCT MANHOLE I �z NO. 341 O U M M UJ 100 m 17+06.20 LINE B n i CD CD Y Z '610 L0 o a1 �^ ++ MCLO M m 10+04.50 (6 -CF) V U +� , I " 1-14+71.84 Q Ei110 I! - PROP. 8" SS INV.=50.47 62.00 TC, 61.50 FL 6 6' TO+00.50 (10 CF) T=6" W=4 T=6" F� FL T=6" _g T=6 61.98 TC, 61.16 FLIt X10+00.50 (10"CF) N0, 1 �I 61.98 TC, 61.16 FL It CB NO. 2 (10"CF) 62.05 61.22 FLRB1 ao CL LO II o Ln Z II _ (10 CF) (15 61.79 FL 61.79 TC 62.05 TC, 61.22 FL 62.12 TIC (10"CF) 62.12 TC (10"CF) 61.29 FL. LO M z 1.29 FL LATERAL 62 © 14+00 15+00 FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON ON 12/28/2020, EXCEPT FOR THE REVISIONS NOTED Qj HEREON. QROf ESS IONq 4��oy>P�o J. IFI FZ �No. 052496 m EDWARD J. LENTH * Exp. 72-37-22 R.C.E. 52496 sT CIVIL P DATE: g' / Z/ gTFOF CAl\F_ UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE Al REVISE ALIGNMENT OF UNE B STA. 9+86.22 TO ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY STA. 10+34.63. OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THE OWNER BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THEIR APPROXIMATE LOCATION AND EXTENT.E Q THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONCERNED BEFORE STARTING WORK. I DESIGNED BY: DRAWN BY: CHECKED BY: I I I I I CONSTRU a 20 18' RCP d°STORI D -LOAD .0 Q100= 2.0 V100= 1.8 11+48.92 LINE B= 17+00 11+00 CENTRE ® W, M i DWG. NO. 340 Z Z © CONSTRUCT MANHOLE J � �z NO. 341 O � p� M UJ 100 m 17+06.20 LINE B CD � 13+14.50 ST. STA. CD CD Y Z wo L0 o a1 �^ ++ MCLO M m 10+04.50 (6 -CF) V U 1010 Ei110 11+48.92 LINE B= 17+00 11+00 % CB NO. 12 W=4.0', H=7.90' TC=67.40, FL=66.57 N 0'08'17" E CA 64.37' - 1+46.5- .10 EC 15+18.61 BC 15+01.34 LINE B BEGIN PIPE 14+98.34 UNE B 12+72.50 ST. STA. 5 CB NO. 11 1p' W=5.0', H=7.04' TFl TC=63.84, FL=63.01 LAT. B1&B2= JV.=54.30 W W oao Nab NaO 1cVcwao i rna1tOO Cgz1LnoZ'0 NaeM +oll + coli +CD> +oll 3 O WZ O WZ CS WZ O 1ZZ. M _ M ;T 6.78 LF. CONSTRUCT 18.50 L.F. ST RM DON 18' RCP STORM DRAIN `0A1 =1150 - D-LOAD=1250 0=,S.1�F$__ -- Q100=3.4 CFS O= i1.8 , FPS V100= 1.9 FPS Ham} CENTRE ® 0 LO E31 m DWG. NO. 340 C SOUTH © CONSTRUCT MANHOLE PER CITY STD. �z NO. 341 O 0 Y m 17+06.20 LINE B CD � 13+14.50 ST. STA. % CB NO. 12 W=4.0', H=7.90' TC=67.40, FL=66.57 N 0'08'17" E CA 64.37' - 1+46.5- .10 EC 15+18.61 BC 15+01.34 LINE B BEGIN PIPE 14+98.34 UNE B 12+72.50 ST. STA. 5 CB NO. 11 1p' W=5.0', H=7.04' TFl TC=63.84, FL=63.01 LAT. B1&B2= JV.=54.30 W W oao Nab NaO 1cVcwao i rna1tOO Cgz1LnoZ'0 NaeM +oll + coli +CD> +oll 3 O WZ O WZ CS WZ O 1ZZ. M _ M ;T 6.78 LF. CONSTRUCT 18.50 L.F. ST RM DON 18' RCP STORM DRAIN `0A1 =1150 - D-LOAD=1250 0=,S.1�F$__ -- Q100=3.4 CFS O= i1.8 , FPS V100= 1.9 FPS Ham} 11+00 11+00 10+00 11+00 CONSTRUCTION NOTES Q CONSTRUCT 18" RCP STORM DRAIN PIPE O2 CONSTRUCT 24" RCP STORM DRAIN PIPE O5 CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. DWG. NO. 300 © CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. DWG. NO. 300, W/MODIFIED LOCAL DEPRESSION PER STREET IMPROVEMENT PLANS. AUTO CENTRE ® 0 LO E31 m DWG. NO. 340 C 11+00 11+00 10+00 11+00 CONSTRUCTION NOTES Q CONSTRUCT 18" RCP STORM DRAIN PIPE O2 CONSTRUCT 24" RCP STORM DRAIN PIPE O5 CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. DWG. NO. 300 © CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. DWG. NO. 300, W/MODIFIED LOCAL DEPRESSION PER STREET IMPROVEMENT PLANS. AUTO CENTRE ® CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 340 WAY SOUTH © CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 341 Q15 CONSTRUCT JUNCTION STR. PER CITY STD. DWG. N0. 351 i6 CONSTRUCT 12' ADS N-12 HDPE STORM DRAIN, W/END CAP DETAIL B 40' 20' 0 10' 20' 40' WDID # 7 33C3920041 1"=40' GRAPHIC SCALE PREPA UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA R OfESS/0 DATE: (1000/ . M O R S E Suite 218 STORM DRAIN PLANS 3 Palm Desert, CA 92211 TRACT N0. 37359 SHT. ci y>P F,G I. + _ EDWARD J. LENTH EXP. DATE 12 31 22 S C H 0 L T Z Voice: 760-674-5776 The Centre at La Qulnta No. 052496 m R.C.E. 52496 cbergh@mdsconsulting.net Exp. 12-31-22 APP OVED BY: CITY OF LA QUINTA LIVE B OF `6 SHTS. 9pr `�s/Z/ PLANNERS ENGINEERS SURVEYORS civic �* !/` �f STA 9f86.22 TO STA. 17+06.20 FOF CAL f� SCALE: PER PLAN B E N C H M A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.381 (NAVD83) BRY MCKI NEY DATE 3" NGS BRASS DISK IN LARGE ROCK, STAMPED "71462, DOWN 0.1', LOCATED A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. CITY ENGINEER ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS R.C.E. NO. 49418 EXP. DATE 9/30/22 DATE: APRIL, 2021 FROM THE CLIFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\9000U\IMPLANS\SU- U3 4/l C) O O O Y CD � CD CD Y m I w I m 10+04.50 (6 -CF) 1{ I! 10+04.50 (6"CF) 62.00 TC, 61.50 FIL �7_ 62.00 TC, 61.50 FL 6 6' TO+00.50 (10 CF) T=6" W=4 T=6" F� FL T=6" I W�4' T=6 61.98 TC, 61.16 FLIt X10+00.50 (10"CF) N0, 1 �I 61.98 TC, 61.16 FL It CB NO. 2 (10"CF) 62.05 61.22 FLRB1 62.29 TC -CF) (6"CF) 62.29 FL _ (10 CF) (15 61.79 FL 61.79 TC 62.05 TC, 61.22 FL 62.12 TIC (10"CF) 62.12 TC (10"CF) 61.29 FL. LATER 1.29 FL LATERAL 62 © CATCH BASIN NO. 9, WITH MODIFIED LOCAL DEPRESSION CATCH BASIN © MODIFIED LOCAL NO. 10, DEPRESSION WITH (PER STREET IMP. PLANS) (PER STREET IMP. PLANS) DETAIL B 40' 20' 0 10' 20' 40' WDID # 7 33C3920041 1"=40' GRAPHIC SCALE PREPA UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA R OfESS/0 DATE: (1000/ . M O R S E Suite 218 STORM DRAIN PLANS 3 Palm Desert, CA 92211 TRACT N0. 37359 SHT. ci y>P F,G I. + _ EDWARD J. LENTH EXP. DATE 12 31 22 S C H 0 L T Z Voice: 760-674-5776 The Centre at La Qulnta No. 052496 m R.C.E. 52496 cbergh@mdsconsulting.net Exp. 12-31-22 APP OVED BY: CITY OF LA QUINTA LIVE B OF `6 SHTS. 9pr `�s/Z/ PLANNERS ENGINEERS SURVEYORS civic �* !/` �f STA 9f86.22 TO STA. 17+06.20 FOF CAL f� SCALE: PER PLAN B E N C H M A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.381 (NAVD83) BRY MCKI NEY DATE 3" NGS BRASS DISK IN LARGE ROCK, STAMPED "71462, DOWN 0.1', LOCATED A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. CITY ENGINEER ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS R.C.E. NO. 49418 EXP. DATE 9/30/22 DATE: APRIL, 2021 FROM THE CLIFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\9000U\IMPLANS\SU- U3 4/l 70 VV Jv Tv PROFILE SCALES HOW. 7-40' VERT. 1'-4 PLAN SCALE 10+00 r -w LINE B 11+00 12+00 13+00 14+00 NOTE: COURSE AND CURVE DATA LENGTHS ARE TO PIPE INTERSECTIONS AND/OR F OF MANHOLES, AND MAY NOT BE EQUAL TO PROFILE PIPE LENGHTS. SEE SHEET 2 It CS NO. 9 6 ST. STA 10+00.50 W=4.0', H=5.48' .I TC=61.98, FL=61.15 END PIPE 10+19.00 SEE DETAIL 8 HEREON LINE B - LAT. B 1- Q N THOLE N0. 7 LINE A - 11+ e.9Q LINE B= 11437.26 I 10+ est r, I -EARN ION WAYf 210+344.63 r- LAT. B21 CL CB N0. 10 E INT. ST. STA 10+00.50 10+00.00 LINE B= 6 W=4.0, H=5.48' 11+92.84 UNE A 10.86 TC=61.98, FL=61.15 MANHOLE NO. 4 END PIPE 10+20.62 SEE DETAIL B HEREON POC1r -r-i��ch SEE SHEET 2 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENTUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYNOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 15+00 16+00 E Li N 008' CA 64., _ 15+46.10 2 15+18.61 BC 15+01.34 UNE B BEGIN PIPE 14+98.34 LINE B 1 - 12+72.50 ST. STA CB NO . 1 1 1 10' W=5.0', H=7.04' U TC=63.84, FL=63.01 T M CURVE DATA DATA f DELTA RADIUS LENGTH C1 3016'31' 45.00' 23.78' C2 45'16'31' 22.50' 17.78' 0 45000'00' 22.50' 17.67' C4 35'00'00 45.00' 27.49' C5 1848'17 90.00' 29.54' SEE SHEET 2 It CS NO. 9 6 ST. STA 10+00.50 W=4.0', H=5.48' .I TC=61.98, FL=61.15 END PIPE 10+19.00 SEE DETAIL 8 HEREON LINE B - LAT. B 1- Q N THOLE N0. 7 LINE A - 11+ e.9Q LINE B= 11437.26 I 10+ est r, I -EARN ION WAYf 210+344.63 r- LAT. B21 CL CB N0. 10 E INT. ST. STA 10+00.50 10+00.00 LINE B= 6 W=4.0, H=5.48' 11+92.84 UNE A 10.86 TC=61.98, FL=61.15 MANHOLE NO. 4 END PIPE 10+20.62 SEE DETAIL B HEREON POC1r -r-i��ch SEE SHEET 2 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENTUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYNOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 15+00 16+00 E Li N 008' CA 64., _ 15+46.10 2 15+18.61 BC 15+01.34 UNE B BEGIN PIPE 14+98.34 LINE B 1 - 12+72.50 ST. STA CB NO . 1 1 1 10' W=5.0', H=7.04' U TC=63.84, FL=63.01 T M COURSE DATA f=ST*W �IM DISTANCE L1W xo 10.86' L2W A8 g 11.66' L3W 19.00' L4E O Z II 20.62' L5W 05 CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. OWG. N0. 300 12 17.27' SEE SHEET 2 It CS NO. 9 6 ST. STA 10+00.50 W=4.0', H=5.48' .I TC=61.98, FL=61.15 END PIPE 10+19.00 SEE DETAIL 8 HEREON LINE B - LAT. B 1- Q N THOLE N0. 7 LINE A - 11+ e.9Q LINE B= 11437.26 I 10+ est r, I -EARN ION WAYf 210+344.63 r- LAT. B21 CL CB N0. 10 E INT. ST. STA 10+00.50 10+00.00 LINE B= 6 W=4.0, H=5.48' 11+92.84 UNE A 10.86 TC=61.98, FL=61.15 MANHOLE NO. 4 END PIPE 10+20.62 SEE DETAIL B HEREON POC1r -r-i��ch SEE SHEET 2 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENTUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYNOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 15+00 16+00 E Li N 008' CA 64., _ 15+46.10 2 15+18.61 BC 15+01.34 UNE B BEGIN PIPE 14+98.34 LINE B 1 - 12+72.50 ST. STA CB NO . 1 1 1 10' W=5.0', H=7.04' U TC=63.84, FL=63.01 T M � DETAL B �IM z 7S 0 z xo NOS IS[ A8 g 11 GOW U 11+48.92 LINE Be, 10+00.00 LAT. BI&B2= 24 RCP INV =54.30 S � DETAL B CONSTRUCTION NOTES ro 4� NQ. IS[ dY O CONSTRUCT 18 RCP STORM DRAIN PIPE JNE B ZWZZ O Z II N a X 05 CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. OWG. N0. 300 12 40' 20' 0 10' 20' 40' 013- :7,90• WDID # 7 33C3920041 © CONSTRUCT CURB INLET CATCH BASIN PER CITY SID. DWG. NO. 300. FL=86.57 1•=40' GG i SCALE W4 CONSTRUCT 16.78 LF. AUTO CENTRE © CONSTRUCT MANHOLE PER CITY STD. DWG. NO.310 CONSTRUCT 18.50 LF. WAY 1B' RCP STORM DRAIN ® CONSTRUCT MANHOLE PER CITY 510. DWG. NO. 341 3 a 18' RCP STORM DRAIN D-LOAD=1250 SHT. z F S C H U L T 2 Voice: 760-674-5776 D-LOAD=1250 0100=3.1 CFS `3a 0100=3.4 CFS rJv V700= 1.8 FPS V100= 1.9 FPS CONSTRUCT 17.90 LF. --I L (A115 CPS 19.71 LF. 4v 24' 1L0/ 5000 M DUN 18 RCP STORM LAT* B 1 LAT. B2 0100= 8.7 DPS VI0O= 3.8 DFS QIOO= 3.8 FPS V100= 32 FPS -; LAT. A4 LAT. A5 17+00 11+00 10+00 11+00 11+00 10+00 11+00 E PREPA UNDER THE DIRECTION OF: Q(iOFESS/p�, DATE: P6 EDWARD J. LENTH EXP. DATE 12/31/22 WNo. 052496 m R.C.E. 52496 Exp. 12-31-22 * AP OVED BY: CITY OF LA 011,11NT J?ql CIVIL J M r� I? f O`'CALIF MARK REVISIONS APPREI MCKINNEY DATE . GATE CITY ENGINEER DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. NO. 49418 EXP. DATE 9/30/22 L _ '�X7 o DETAL B CONSTRUCTION NOTES z m O CONSTRUCT 18 RCP STORM DRAIN PIPE JNE B O2 CONSTRUCT 24' RCP STORM DRAIN RPE 3• STA -7 1; 05 CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. OWG. N0. 300 12 40' 20' 0 10' 20' 40' :7,90• WDID # 7 33C3920041 © CONSTRUCT CURB INLET CATCH BASIN PER CITY SID. DWG. NO. 300. FL=86.57 1•=40' GG i SCALE W/MODIFIED LOCAL DEPRES" PER STREET IMPROVEMENT PLANS. AUTO CENTRE © CONSTRUCT MANHOLE PER CITY STD. DWG. NO.310 . WAY SOUTH ® CONSTRUCT MANHOLE PER CITY 510. DWG. NO. 341 PREPA UNDER THE DIRECTION OF: Q(iOFESS/p�, DATE: P6 EDWARD J. LENTH EXP. DATE 12/31/22 WNo. 052496 m R.C.E. 52496 Exp. 12-31-22 * AP OVED BY: CITY OF LA 011,11NT J?ql CIVIL J M r� I? f O`'CALIF MARK REVISIONS APPREI MCKINNEY DATE . GATE CITY ENGINEER DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. NO. 49418 EXP. DATE 9/30/22 L _ '�X7 DETAL B 1; 40' 20' 0 10' 20' 40' WDID # 7 33C3920041 1•=40' GG i SCALE 2 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA . MORSE Suite 218 STORM DRAIN PLANS 3 a Palm Desert, CA 92211 TRACT N0.37359 SHT. z F S C H U L T 2 Voice: 760-674-5776 The Centre at La Quinta `3a g LSE B OF SHTS. p PLANNERS ENGINEERS SURVEYORS STA 10+00.00 TO STA. 17+06.20 Ix SCALE: PER PLAN s E N C H M A R K: M OF U a A 40. 060 E.51, )AW1 (W,we3) Y NO6 MRAs w N tAl ROCX, gIIepl'Y1467, DDee 01" LD M A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. C DATE: DEC., 2020 PoNeNM i E CLIFFS EEl �OIIIN CLWB FM:E OF NIGMMY 1H' ACROSS FDR: SLF-ADAMS STREET LA QUINTA. LLC W.O. NO: I:\90DOD\NAPLN5\SD- 03 12/08/20 ' Y PLAN `y r.� PIPEDIIAENSID DANA. . 1 PLANNERS SCALE: PER PLAN GATE: DEC., 2020 M 0 R S E S C H U L T 2 ENGINEERS NGINEERS BENCH MSRK, 01YO U lO`GL1 Ai NGS 6PA55 DISK IN URGE ROD FROM HE C Sp11HERLY OF THE . DN11111E CUFF HOUSE ENIRNICE. IT 2'-2" 2'-5" 24" 2 -#5 3'-O" 30" 3'-O" 3'-7" 36" 3'-4" 4'-4" 42" i 4'-11" 48" 4'-0" WATER STOP 54" JOINTS 6'-3' 60" 101 6'-9" PIPE INV. H+ 3m ++ PER PLAN 2-#4 CONTINUOUS 90' BEND 14 012" O.C. EA. WAY 4 SECTION Y -"r GROUNI LINE 24" MINIMUM, OR AS SHOWN ON PROFILE 0 12" EA. WAY TOP OF RIP RAP -1 1/4 TOP ROCK RRIIPI RAP 6" CLASS II BASE OVER -J WRAA 11DON FILTER FABRIC 8 RP RAP 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ELEVATION n HEADWALL STRUCTURE � NOT TO SCALE PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. OPSW PRE AW UNDER EDWARD J. LENTH R.C.E. 52496 APP OVED BY: BRYAN MCKINNEY CITY ENGINEER R.C.E. NO. 49416 PIPEDIIAENSID DANA. . 1 PLANNERS SCALE: PER PLAN GATE: DEC., 2020 M 0 R S E S C H U L T 2 ENGINEERS NGINEERS BENCH MSRK, 01YO U lO`GL1 Ai NGS 6PA55 DISK IN URGE ROD FROM HE C Sp11HERLY OF THE . DN11111E CUFF HOUSE ENIRNICE. IT 2'-2" 2'-5" 24" 2'-6" 3'-O" 30" 3'-O" 3'-7" 36" 3'-4" 4'-4" 42" 3'-8" 4'-11" 48" 4'-0" 5'-8" 54" 4'-6" 6'-3' 60" 5'—D 6'-9" n HEADWALL STRUCTURE � NOT TO SCALE PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 54.00 Will. TT3 S=0.0632 50 QpOFESS/pN" y o'er 1i C — No. 052496 E.P. 12-31-22 s J? CIVIL *f * PRE AW UNDER EDWARD J. LENTH R.C.E. 52496 APP OVED BY: BRYAN MCKINNEY CITY ENGINEER R.C.E. NO. 49416 0 . 1 PLANNERS SCALE: PER PLAN GATE: DEC., 2020 M 0 R S E S C H U L T 2 ENGINEERS NGINEERS BENCH MSRK, 01YO U lO`GL1 Ai NGS 6PA55 DISK IN URGE ROD FROM HE C Sp11HERLY OF THE . DN11111E CUFF HOUSE ENIRNICE. 10+62.00 C N . C1u aD Y N o� S.D. CONIC. COLLAR L3 NARK RVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: 66.00 TW FINISH SURFACE OVER M 5 g a n o3 � 5 STORM DRAIN �g m �o$�� VpDp�M ug 68 Z5�_ MQ 8 H+ 3m ++ V100 = 2.6 FPS 60 HGL100-,� HGL10 W5100=57.8 _ HGL100 (I &INT. UT. C7 58.1 24 R P 4'-11 54.25 INV. f�!. 54.00 Will. TT3 S=0.0632 50 QpOFESS/pN" y o'er 1i C — No. 052496 E.P. 12-31-22 s J? CIVIL *f * PRE AW UNDER EDWARD J. LENTH R.C.E. 52496 APP OVED BY: BRYAN MCKINNEY CITY ENGINEER R.C.E. NO. 49416 THE DIRECTION OF: DATE: ?o EXP. DATE 12/31/22 CRY OF LA QUINTA w EXP. DATE 9/30/22 . 1 PLANNERS SCALE: PER PLAN GATE: DEC., 2020 M 0 R S E S C H U L T 2 ENGINEERS NGINEERS BENCH MSRK, 01YO U lO`GL1 Ai NGS 6PA55 DISK IN URGE ROD FROM HE C Sp11HERLY OF THE . DN11111E CUFF HOUSE ENIRNICE. 10.00' W SD00'OD 45.00' 39.27' S.D. 76.86' L3 NARK RVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: DTISTINIG .6 5100 = 4.6CFS V100 = 2.6 FPS o+NCIL f�!. 0 40 +s �� mm n a n ari ea av=( 8ZN o W II o >z1 r W r Ca CONSTRUCT 200.32 LF. 24 RCP STORM DRAIN D-LOAD=1500 CONSTRUCT 11.87 LF. 18" 5100= 9.0 CFS D- D=1250�N A V100 = 2.9 FPS 5100 = 4.9 CFS LINE C V100= 2.8 MIS LATERAL C1 10+00 11+00 12+00 10+00 11+00 LINE A LAT. C 1 _ULA „ (62.41) TC — (61.91) FL (64.45) Tc 6215) TC (62.36) TO LATA DRIVE J (63.95) FL — _ — _ — _ _—1.3g}"i' (�8) — — y -( r � lI , I LINE C CL IXISf. CB N0: 14 ST. STA 23+57.00 W=41, H=6.67' QpOFESS/pN" y o'er 1i C — No. 052496 E.P. 12-31-22 s J? CIVIL *f * PRE AW UNDER EDWARD J. LENTH R.C.E. 52496 APP OVED BY: BRYAN MCKINNEY CITY ENGINEER R.C.E. NO. 49416 THE DIRECTION OF: DATE: ?o EXP. DATE 12/31/22 CRY OF LA QUINTA w EXP. DATE 9/30/22 . 1 PLANNERS SCALE: PER PLAN GATE: DEC., 2020 M 0 R S E S C H U L T 2 ENGINEERS NGINEERS BENCH MSRK, 01YO U lO`GL1 Ai NGS 6PA55 DISK IN URGE ROD FROM HE C Sp11HERLY OF THE . DN11111E CUFF HOUSE ENIRNICE. 10.00' C2 SD00'OD 45.00' 39.27' N 01 W 76.86' L3 NARK RVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: CONSTRUCTION NOTES PROFILE SCALES HORR. r-40' VEeRr. r-4' PLAN SCALE r-40' Q1 CONSTRUCT 18" RCP STORM DRAIN PIPE ( CONSTRUCT 24 RCP STORM DRAIN PIPE QS CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. DWG. N0. 300 ® CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 341 © CONSTRUCT HEADWALL OUTLET PER DETAIL ON SHEET 4 Q CONSTRUCT RIP RAP PER DETAIL ON SHEET NO. 4 10 CONSTRUCT 3' WIDE x 3" DEEP x 6' THICK CONCRETE SWALE 1© CONSTRUCT "MAXWELL PLUS" DRAINAGE SYSTEM PER DETAIL ON SHEET 6 14 CONSTRUCT "MAXWELL N DRAINAGE SYSTEM PER DETAIL ON SHEET 6 15 CONSTRUCT CONCRETE COLLAR PER R.C.F.C.D. STD. DWG. M803 CURVE DATA i DELTA RADIUS LENGTH C1 25'275 22.50' 10.00' C2 SD00'OD 45.00' 39.27' M N M M z z F � C? 4P 20' 0 10' 20' 40' ~� WDID # 7 33C3920041 10=4o• GRAPHIC SCALE Z 41865 Boarawaik IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Site 218 STORM DRAIN PLANS4 IL Palm Deee.<• DA 82211 TRACT N0.37359 SALT._ z Voice: 760-674-5776 The Centre at La Quinta dogMIMADUNAMI&N.M OF_SHTS. p SURVEYORS c A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. I FOR: SLF—ADAMS STREET LA QUINTA. LLC W.O. NO: COURSE DATA I BEARING DISTANCE L1 N 47586W E 75.52' L2 N 01 W 76.86' L3 N 53'49'4 W 14.66' M N M M z z F � C? 4P 20' 0 10' 20' 40' ~� WDID # 7 33C3920041 10=4o• GRAPHIC SCALE Z 41865 Boarawaik IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Site 218 STORM DRAIN PLANS4 IL Palm Deee.<• DA 82211 TRACT N0.37359 SALT._ z Voice: 760-674-5776 The Centre at La Quinta dogMIMADUNAMI&N.M OF_SHTS. p SURVEYORS c A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. I FOR: SLF—ADAMS STREET LA QUINTA. LLC W.O. NO: 150 140 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 PIANS 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 0109= 9.7 CPS V100= 3.3 FPS IItipm n PROFILE SCALES HI T-40' VERT, TW' 13+00 12+00 11+00 10+00 PLAN SCALE 1.-47 60 50 ad 17 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. a SS LINE A IRIS WAY 4+ 1 SE SHEET 2 I � I I ~ II XIII CC85) taNas XIST. MA)(WELL TOP aF GRATE (55.7). SEE SHEET 2 SHEET 2 TO BE RAISED TO EIEV. 58.0, PER N of I I ROUGH GRADING PUN FOR TRACT NO. LATERAL A3 - .m �,� 37359, PLN SET N0. SE SHM 2 m \\ I I I EXISTING 15 SD k MAXWELL I I Q w II D PLAN PROTECT IN PLACE.Tj 99026, I'I I. II 1 I TRACT BOUNDW II IIII�aI �'J 1 I NOT A PT II 11� � I II 1 I I I I II I I III 1 CVWD WELLS SITE LP1PREP AR UNDER THE DIRECTION OF: 41665 BomawslX Qµ1ESS�e DATE:_JZZ040 . M 0 R S E Suite 218 0 J le' Palm Desert, CA 92211 y o 1i I• EDWARD J. LENTH EXP. DATE 12 31 22 P S C H U L TZ Voice: 760-674-5775 NO. 052496 R.C.E. 52496 y* Exp. 12-31-22 * AP OVED BY: CTIY OF LA QUI �1t C1V1L \Y. 4 PLANNERS ENGINEERS SURVEYORS f C! CALIF D AI MCKINNEY DATE SCALE: PER PUN B E N C H M A R K: CITY OF U WNNTA M. W EIEV. P.JE1 (IN1983) MARK REVISIONS APPR. DATE 3' NG6 Nom W IM Am M. SiAMPF➢'Y146Y, DOWN 0.1', LOCATED CITY ENGINEER A 22.5' SWYHERLY OF TIE 50JTX CURE FACE OF HGIMAY 111, ACROSS DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. NO. 49418 EXP. DATE 9/30/22 DATE: DEC., 2020 ROTI TIE CUFF 10WE ENRBNCE. OS CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. DWG. 140. 30D © CONSTRUCT CURB INLET CATCH BASIN PER CITY SID. DWG. NO. 300, W/MODIFIED LOCAL DEPRESSION PER STREET IMPROVEMENT PLANS. © CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 340 ® CONSTRUCT WWHOLE PER CRY STD. DWG. NO. 341 08 CONSTRUCT HEADWALL OUTLET PER DETAIL ON SHEET 4 Q CONSTRUCT RIP RAP PER DETAIL ON SHEET NO. 4 CONSTRUCT 3' WOE x T DEEP x S THICK CONCRETE SWALE 10 NOT USED Q NOT USED 0 CONSTRUCT 'MAXWELL PLUS DRAINAGE SS"TUA PER DETAIL ON SHEET 6 14 CONSTRUCT 'MAXWELL M DRAINAGE SYSTEM PER DETAIL ON SHEET 6 W' 20' 0 1O. 20' 40' WDID # 7 33C3920041 1'=40' GRAPHIC SCAT IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA STORM DRAIN PLANS TRACT NO. 37359 SHY._ The Centre at La Quinta LM D DF 6 SHTS. STA. 10+00.00 TO STA. 12+89.29 A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPUNS\SD- 05 12/08/20 15+62.05 UTE A SEE SHEET 2 I EXISTING MAXWELL PER COLO LATERAL A4LATERAL A5 PLAN TO BE SET 99026,CED SEE SHEET 2 SEE SHEET 2 D REM LPWSREMOVED II LOCATED IN ONSITE RET. BASIN. t CB NO"15" 8 43' 32' f CB N0. 7 NNFiOLE No. s CONSTRUCTION NOTES 0 WNE A=SEESHEET20 D LINE DLINE oCONS RUC 15 RCP STORM DRAIN PPE 15+59.37 EC Q2 CONSTRUCT 2C RCP STORM DRAIN PIPE ENO PIP'S. f M. WNNOTE M0. 4 (1 CONSTRUCT 30' RCP STORM DRAIN PIPE 12+92.79 WNE 23+38.90 N 89'40'28" E 289.29' 10' SEE SHEET 2 0 CONSTRUCT 4Y RCP STORM DRAIN PIPE 17 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. a SS LINE A IRIS WAY 4+ 1 SE SHEET 2 I � I I ~ II XIII CC85) taNas XIST. MA)(WELL TOP aF GRATE (55.7). SEE SHEET 2 SHEET 2 TO BE RAISED TO EIEV. 58.0, PER N of I I ROUGH GRADING PUN FOR TRACT NO. LATERAL A3 - .m �,� 37359, PLN SET N0. SE SHM 2 m \\ I I I EXISTING 15 SD k MAXWELL I I Q w II D PLAN PROTECT IN PLACE.Tj 99026, I'I I. II 1 I TRACT BOUNDW II IIII�aI �'J 1 I NOT A PT II 11� � I II 1 I I I I II I I III 1 CVWD WELLS SITE LP1PREP AR UNDER THE DIRECTION OF: 41665 BomawslX Qµ1ESS�e DATE:_JZZ040 . M 0 R S E Suite 218 0 J le' Palm Desert, CA 92211 y o 1i I• EDWARD J. LENTH EXP. DATE 12 31 22 P S C H U L TZ Voice: 760-674-5775 NO. 052496 R.C.E. 52496 y* Exp. 12-31-22 * AP OVED BY: CTIY OF LA QUI �1t C1V1L \Y. 4 PLANNERS ENGINEERS SURVEYORS f C! CALIF D AI MCKINNEY DATE SCALE: PER PUN B E N C H M A R K: CITY OF U WNNTA M. W EIEV. P.JE1 (IN1983) MARK REVISIONS APPR. DATE 3' NG6 Nom W IM Am M. SiAMPF➢'Y146Y, DOWN 0.1', LOCATED CITY ENGINEER A 22.5' SWYHERLY OF TIE 50JTX CURE FACE OF HGIMAY 111, ACROSS DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. NO. 49418 EXP. DATE 9/30/22 DATE: DEC., 2020 ROTI TIE CUFF 10WE ENRBNCE. OS CONSTRUCT CURB INLET CATCH BASIN PER CITY STD. DWG. 140. 30D © CONSTRUCT CURB INLET CATCH BASIN PER CITY SID. DWG. NO. 300, W/MODIFIED LOCAL DEPRESSION PER STREET IMPROVEMENT PLANS. © CONSTRUCT MANHOLE PER CITY STD. DWG. NO. 340 ® CONSTRUCT WWHOLE PER CRY STD. DWG. NO. 341 08 CONSTRUCT HEADWALL OUTLET PER DETAIL ON SHEET 4 Q CONSTRUCT RIP RAP PER DETAIL ON SHEET NO. 4 CONSTRUCT 3' WOE x T DEEP x S THICK CONCRETE SWALE 10 NOT USED Q NOT USED 0 CONSTRUCT 'MAXWELL PLUS DRAINAGE SS"TUA PER DETAIL ON SHEET 6 14 CONSTRUCT 'MAXWELL M DRAINAGE SYSTEM PER DETAIL ON SHEET 6 W' 20' 0 1O. 20' 40' WDID # 7 33C3920041 1'=40' GRAPHIC SCAT IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA STORM DRAIN PLANS TRACT NO. 37359 SHY._ The Centre at La Quinta LM D DF 6 SHTS. STA. 10+00.00 TO STA. 12+89.29 A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPUNS\SD- 05 12/08/20 F-1 ITEM NUMBERS 1. MANHOLE CONE - MODIFIED FLAT BOTTOM. 2. MOISTURE MEMBRANE -6 MIL.PLASTIC. PLACE SECURELY AGAINST ECCENTRIC CONE AND HOLE SIDEWALL. 3. BOLTED RING S GRATE/COVER - DIAMETER AS SHOWN. CLEAN CAST IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS. BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM ELEVATION = 459.50. 4. GRADED BASIN OR PAVING (BY OTHERS). 5. COMPACTED BASE MATERIAL (BY OTHERS). 6. PUREFLOTM DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH VENTED ANTI -SIPHON AND INTERNAL .265" MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPDXY COATED. 7. PRE -CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE. 8. MIN. WO DRILLED SHAFT. 9. SUPPORT BRACKET - FORMED 12 GA. STEEL. FUSION BONDED EPDXY COATED. 10. OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL. 11. DRAINAGE PIPE- ADS HIGHWAY GRADE WITH TRI -A COUPLER. SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. DIAMETER AS NOTED. 12. BASE SEAL- GEOTEXTILE, POLY LINER OR CONCRETE SLURRY. 13. ROCK - CLEAN AND WASHED, SIZED BETWEEN 3/8" AND 1-1/2" TO BEST COMPLEMENT SOIL CONDITIONS. 14. FLOFASTTM DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. DIAMETER VARIES 96" OVERALL LENGTH WITH TRI -8 COUPLER. 15. ON. 4.0 SHAFT- DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE SOILS. 16. FABRIC SEAL - U.V. RESISTANT GEOTEXTILE -TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION. 17. ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ. CAPACITY. 18. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. INCREASE PRIMARY/SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE OVERFLOW. 19. OPTIONAL INLET PIPE (17, BY OTHERS). EXTEND MOISTURE MEMBRANE AND COMPACTED BASE MATERIAL OR 1 SACK BACKFILL BELOW PIPE INVERT. The MaxWeIITM Plus Drainage System Detail And Specifications UNDERGROUND UTILITIES n a¢ w J z z- I ME 47.00 FG (BOTTOM OF BASIN) w M x U z N z 0 N TM MazWel IV Manufactured and Installed by TORRENT RESOURCES An evolution of McGuckin Drilling www.torrentresources.com ARIZONA 662166-6785 NEVADA 702/366-123,1 CALIFORNIA 681AM7-9936 A2 LIC ROc0704e6 AR000474057 ea. ADWR Ma at U.S. Abm No. aP1a,930 nM w%197,14late ate U4 A MAXWELL IV NOT TO SCALE 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 THESEPLANS 0 OCE PROCEEDING R PR WITH IMPROVEMENTS PURSUANT THERETO AGREES G ASSUME XI AND TO HOUR UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROMROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR U REQUIRED ST TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES THE STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND E THE SITE. U SHALL BE CONTRACTOR'S CONCERNED TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DETAIL A PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. TG4�4 20' CHAMBER SEPARATION 3 24'0 \ 13 47.50 47.00 AVE. 24 "0 19 / 18 4 TG BASIN BOTTOM 47.00 AVE. 5 BASIN BOTTOM "IN 42.00 INV. BASIN 2164 io a Oz S=0.015 W 17 23 U W O 42.50 INV.Z'�f40.30 INV.BASIN OUT 7 w k,6 a j wEwO 4' N W lizz ED Manufactured antl Instant l By 30 F- 0 R0O TORRENT RESOURCES a. (D 9 0 = Owaiz An evolution of McGuckin Drilling w w z z aoo-rzzvWWw.torrentresourees.com w0 QOOO 36'SD BOT' BA$iNARIZONA 602/268,0785ec «x F o NEVADA 70zr9e6-123e 05 3 ] 6 CALIFORNIA NIAM7A836 N 13 W wW � 12 d H w EiLzz 1250 20 13 6"0 0 0>wU O11 WWWzr iioo� E] ITEM NUMBERS 15 a uOrL Z W 1. MANHOLE CONE- MODIFIED FLAT BOTTOM. 14 0 2. STABILIZED BACKFl0LL - 1 SACK SLURRY REQUIRED UNDER PAVEMENT, O OR ANY APPLICATION WITH PIPING INVERTS DEEPER THAN 4 FEET. ,3 O w 3. BOLTED RINGS GRATEICOVER - DIAMETER AS SHOWN. CLEAN CAST a IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS. BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM w ELEVATION 30.02' OF PLANS. 4. GRADED BASIN OR PAVING (BY OTHERS). 5. COMPACTED BASE MATERIAL (BY OTHERS). La R0007005"�T� , relent 3n W ic. WAO50 A. NP U,Near GF04 6. PUREFLOTM DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH Us. PMw,x No. 4,923390. '"mew„wl, 1974 Ileo tam VENTED ANTI -SIPHON AND INTERNAL .265" MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPDXY COATED. T PRE -CAST LINER -4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE. 8. MIN. WO DRILLED SHAFT. 9. SUPPORT BRACKET- FORMED 12 GA. STEEL. FUSION BONDED EPDXY COATED. 10. OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL. 11. DRAINAGE PIPE -ADS HIGHWAY GRADE WITH TRI -A COUPLER. SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. DIAMETER AS NOTED. 12. BASE SEAL - GEOTEXTILE. POLY LINER OR CONCRETE SLURRY. 13. ROCK- CLEAN AND WASHED, SIZED BETWEEN 3/8' AND 1-1/2' TO BEST COMPLEMENT SOIL CONDITIONS. 14. FLOFASTTM DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. DIAMETER VARIES 96" OVERALL LENGTH WITH TRI -B COUPLER. 15. MIN. WO SHAFT- DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE SOILS. 16. FABRIC SEAL - U.V. RESISTANT GEOTEXTILE -TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETKBJ. The MaxWeIITM Plus 17. ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ. CAPACITY. 18. CONNECTOR PIPE - 4" 0 SCH. 40 PVC. PIPE SLOPE = 0.0100 19. VENTED ANTI -SIPHON INTAKE WITH FLOW REGULATOR. 20. INTAKE SCREEN - SCH. 40 PVC 0.120" MODIFIED SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. 48" OVERALL LENGTH WITH TRIC END CAP. 21. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. INCREASE PRIMARY/SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE OVERFLOW. 22. 6" PVC SCH 40 INLET PIPE (BY OTHERS). INVERT CONNECTIONS DEEPER THAN 4 FEET REQUIRE 1 SACK SLURRY BACKFILL BELOW PIPE INVERT. (PIPE SLOPE = 0.0100) 23. MOISTURE MEMBRANE - 6 MIL. PLASTIC. PLACE SECURELY AGAINST ECCENTRIC CONE AND HOLE SIDEWALL. USED IN LIEU OF SLURRY IN LANDSCAPED AREAS. # PERFORATED MANHOLE COVER ,stem Detail And S NOTE: THE SITE DOES NOT INCLUDE A WATER WELL SITE. WATER TABLE IS MORE THAN 50 FEET BELOW BASIN BOTTOM. QLIOFESS/OY _ No. 052496 �* Exp. 12-31-22 * J? CIVIL S 7lf Or LIF G PRE PA UNDER THE DIRECTION OF: DATE: /060 EDWARD J. L'FlqTR EXP. DATE 12/31/22 t R.C.E. 52496 APP OVED BY: CRY OF LA QUINfA PLANNERS �---% �l Z BB YA�MCKINNEY DA SCALE: PER PLAN CITY ENGINEER R.C.E. NO. 49418 EXP. DATE 9/30/22 DATE: DEC., 2020 20' 0 10' 20' 40' GRAPHIC SCALE 41865 Boardwalk IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA MARK REVISIONS APPR. DATE DESIGNED Bl': DRAWN BY: CHECKED BY: 17. ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ. CAPACITY. 18. CONNECTOR PIPE - 4" 0 SCH. 40 PVC. PIPE SLOPE = 0.0100 19. VENTED ANTI -SIPHON INTAKE WITH FLOW REGULATOR. 20. INTAKE SCREEN - SCH. 40 PVC 0.120" MODIFIED SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. 48" OVERALL LENGTH WITH TRIC END CAP. 21. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. INCREASE PRIMARY/SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE OVERFLOW. 22. 6" PVC SCH 40 INLET PIPE (BY OTHERS). INVERT CONNECTIONS DEEPER THAN 4 FEET REQUIRE 1 SACK SLURRY BACKFILL BELOW PIPE INVERT. (PIPE SLOPE = 0.0100) 23. MOISTURE MEMBRANE - 6 MIL. PLASTIC. PLACE SECURELY AGAINST ECCENTRIC CONE AND HOLE SIDEWALL. USED IN LIEU OF SLURRY IN LANDSCAPED AREAS. # PERFORATED MANHOLE COVER ,stem Detail And S NOTE: THE SITE DOES NOT INCLUDE A WATER WELL SITE. WATER TABLE IS MORE THAN 50 FEET BELOW BASIN BOTTOM. 40' WDID # 7 33C3920041 20' 0 10' 20' 40' GRAPHIC SCALE 41865 Boardwalk IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA E Suite 216 STORM DRAIN PLANS :CH Palm Desert' CA 92211 TRACT N0.37359 SHT._ L T Z Voice: 760-674-5776 The Centre at La Quinta WogMn4mmAMq.rc1 OF_SH7 ENGINEERS SURVEYORS MAXW91 DEALS NCH MARK'. CRT a lN0 E, (N Y kG5 M UUF ROCK. ROCX, OOeH D.r, wc1TED STA FIE D 0.1 WID A PORTION OF THE SW 1/4, OF SECTION 29, T.55, R.7E, S.R.M. ZT S YNI T FINXI T2.5' SF HOUSE EN THE 6WTX FImII TIKE cuR IlgfiE ENTRANCE. H CUIRO'Y146i. CURB TACE P INGMAY 111, ACROSS FOR: SLF-ADAMS STREET LA QUINTA. LLC W.O. No: