Loading...
ONST2018-0003GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BUY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVED THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY REGISTERED CIVIL ENGINEER WITH AN RCE NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE OF HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIOD AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAAM TO 5:30PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTIONS OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND TO HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. PAVING NOTES 1. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO THE LATEST EDITIONS OF SECTION 400 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPXC) GREEN BOOK NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWERE COURSES): IIIB-B3-PG70-10 THE WEARING COURSE SHALL BE 0.1 FT OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. A SINGLE 3 INCH LIFT OF WEARING COURSE IS ALLOWABLE IN PARKING STALL LOCATIONS CONDITIONAL OF A PRE -APPROVED CITY EQUIVALENT WEARING/BASE SECTION. CLASS 2 BASE OR CRUSHED AGGREGATE BASE TO BE UTILIZED FOR ALL PAVEMENTS SECTIONS. ONSITE RECYCLED BASE OR EQUAL IS ALLOWABLE SUBJECT TO CITY ENGINEER APPROVAL. NO CRUSHED MISCELLANEOUS BASE IS ALLOWABLE. CITY STANDARD 195 SHALL BE UTILIZED FOR ALL ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTIONS. RUBBERIZED ASPHALT NOT ALLOWED WITHOUT PRIOR CITY ENGINEER APPROVAL. 2. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETED PROPOSED MIX DESIGN IDENTIFYING AGGREGATE (VMA), AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. 3. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACE, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVE ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -1H" CONFORMING TO SECTION 203-1 OF THE STANDARD GREEN BOOK SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLON/YARD. PAVEMENT SHALL BE RETACKED OF THE WEARING COURSE HAS RECEIVED TRAFFIC LOADS, HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 HOURS FOLLOWING THE BASE COURSE PAVING OR EQUAL. 4. ALL REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 FT IN WIDTH OR LESS SHALL BE REMOVED AND REPLACED. FLOATERS IN EXCESS OF 2 FT IN WIDTH MAY REQUIRED TO BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENGINEER. 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. SIGNING AND STRIPING NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE STATED. FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER. 5. TRAFFIC STRIPES AND MARKING SHALL BE APPLIED IN TWO COATS WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO SECTION 84-3, ENTITLE PAINTED TRAFFIC STRIPES AND PAVEMENTS MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATIONS OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, LEGENDS, ETC., PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS AUTHORIZED BY CITY ENGINEER. 7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AND UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE CONTROL POINTS (ON 50 FOOT CENTERS I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLCKOUT REMOVEAL AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SEEPING OR HIGH-POWER VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLE "ROADSIDE SIGN," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISIONS 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133) AND OBTAIN AN INQUIRY INDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATIONS OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNED LOCATED IN THE TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. O OO c028 In the City of La Quinta, County of Riverside, State of California OnsiteStreetImprovement Plans Tract No. 37359, The 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. INDEX MAP SCALE 1"=100' P.G. 28625-2 P.M.B. 194/72-75 PARCEL 1 K ALLEY C p o 0 ALLEY A CB NO 7 Q10=33 FS 15100= .7 CFS I�1 7 is '1110=5.3 '11100=9.7 CM LEGEND BASED ON R -VALUES OF 50 OR GREATER. THE PAVEMENT SECTIONS MAY INCREASE SHOULD ACTUAL R -VALUES BE LESS THAN 50. w w P.M. 20526-2 o w ESE Dq1 W F P.M.B. 194/7276 FL FLQWLINE BC BEGIN OF CURVE U o L PARCEL 1 VICINITY / NTS TC TOP OF CURB EC END OF CURVE 104 D TP TOP OF PAVEMENT BCR BEGIN OF CURB RETURN FS FINISHED SURFACE ECR END OF CURB RETURN PI POINT OF INTERSECTION PRC POINT REVERSE CURVE N'LY. NORTHERLY PCC POINT OF COMPOUND CURVE S'LY' SOUTHERLY EP EDGE OF PAVEMENT E'LY. EASTERLY Z CENTERLINE W'LY. WESTERLY INT. INTERSECTION CB CATCH BASIN RP RADIAL POINT W WATER - SIZE PER PLAN R RADIUS SS SEWER - SIZE PER PLAN L LENGHT SD STORM DRAIN - SIZE PER PLAN T TANGENT VC VERTICAL CURVE OC ON CURB PRVC POINT REVERSE VERTICAL CURVE GB GRADE BREAK Q10 10 -YEAR PEAK FLOW (CFS) TYP. TYPICAL Q100 100 -YEAR PEAK FLOW (CFS) CFS CUBIC FEET PER SECOND RETENTION BASIN OVERFLOW ROUTE f DIRECTION OF DRAINAGE FLOW ON STREET ALL CONCRETE MIX SHALL BE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT NOTE: ALL PAVEMENT SECTIONS ARE MINIMUM AND ARE BASED ON R -VALUES OF 50 OR GREATER. THE PAVEMENT SECTIONS MAY INCREASE SHOULD ACTUAL R -VALUES BE LESS THAN 50. 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. DESIGNED BY: DRAWN BY: I APPR. CHECKED BY: 2 } CB NO. 12 Q10=0.9 CFS Q100=2.0 CFS a N I I PR04ECT SITE ALLEY B (ALLEY G' - Q100=3.1 CFS ALLEY A (ALLEY H Q100=3.8 CFS 151 QQ=2,_ 1 ALLEYY P P 14)1 ALLEY Q I Q W N J =4.1 CFS LGI / SHEET INDLIL EX } 1 11 1. TITLE SHEET LU J / 2. SECTIONS, DETAILS, CONSTRUCTION NOTES &QUANTITY ESTIMATES Q 3. ACACIA WAY 4. IRIS WAY 5. IRIS WAY & CARNATION WAY 4 / 6. POPPY LANE Q / 7. ALLEY DETAILS j/ 8. ALLEY DETAILS / 9. SIGNING AND STRIPING SOIL'S ENGINEER CERTIFICATE ALLEY J f THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECEIVED ALLEY I I I THIS STREET PLAN AND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT P.M. 28626-1 BY SLADDEN ENGINEERING, REPORT NO. 17-05-220, PROJECT NO. 544- P.M.B. 194/72-775 17122, DATED JUNE 9, 2017, AND UPDATE LETTER DATED AUG. 8, 2020. ® } (ALLEY K I SLADDEN ENGINEERING QRoFESS/O CB N0. 13 45090 GOLF CENTER PARKWAY, SUITE F eRErr L 9l� Q10=2.8 CFSfp (760 863INDIO, CA 92701 ANDERSON No C45389 II I ALLEY L Q100=4.9 CFS W Exp. 9/30/22 z EX. CB N0. 14 3 `� I IF IL CB N0. 10 CB N0. 1 (ALLEY M - kT ENG NIEERING \* Q10 1.5 CFS Q10=1.5 CFS Q10=1.2 BRETT L. A RSON DATE qTF of CAL F�� CB NO. 2 Q100=3.3 CFS CE N0. 45389, EXP. 9/30/22 15100=3.4 CFS 15100=2.6 Q100=2.0 CFS Q100=2.0 C II 1ALLEY R W 1 U=U.3 Q100=0.6 ALLEY S AAIUE�NTINE APN 6000 0000 0015 PREP UNDER THE DIRECTION OF: ZROVESS pN9 DATE: 301/u 0 J• � ?� �Fy �� EDWARD J.T9 I H EXP. DATE 12 31 22 s No. 52496 R.C.E. 52496 0 m 12-31-22 m APPROVED BY: CITY OF LA QUINTA :p. * pp C1v1L L ���P �M_ y G z f COF CALF BRYAN MCKINNEY DATE CITY ENGINEER R.C.E. NO. 49418 EXP. DATE 9/30/22 01 0100=39 PARCEL 1 OWNER / DEVELOPER - - - I ALLEY IN SLF- ADAMS STREET LA QUINTA, LLC l 2 PARK PLAZA, SUITE 700 IRVINE, CA 92614 - - - -i 949-417-1396 NOTE. RETENTION ALL ON-SITE STREETS ARE PRIVATE STORM DRAINS PER STORM DRAIN IMPROVEMENT PLANS FOR TRACT NO. 37359. � BASIN - - - BASIS OF BEARING _ _ _ • • _ _ BEARING HEREON ARE BASE ON THE SOUTH LINE 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 CALIFORNIA BEGIN NORTH 89'26'58" EAST AS SHOWN ON A MAP FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY OF SAID COUNTY. ASSESSOR'S PARCEL NO.'S 764-720-001 THROUGH 764-720-076 764-730-001 THROUGH 764-730-082 764-740-001 THROUGH 764-740-080 UNDERGROUND UTILITIES AB 73 REQUIRES EVERY PERSON PLANNING 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 DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH -- NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID. 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, SUITE 200 BREA, CA 92621 811 41865 Boardwalk . M 0 R S E Suite 218 Palm Desert, CA 92211 1 S C H U L T Z Voice: 760-674-5776 cbergh®mdsconsulting.net PLANNERS ENRINEERS SURVEYORS SCALE: PER PLAN BENCHM A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) 3" NGS BRASS DISK IN LARGE ROCK, STAMPED "Y146f, DOWN 0.1', LOCATED DATE: MARCH, 2021 ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS FROM THE CLIFF HOUSE ENTRANCE. WDID # 7 33C392041 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ONSITE STREET IMPROVEMENT PLANS7F_TRACT NO.37359 - The Centre at La Quinta TITLE SHEET IOF 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: OWST Zoe -0003 I:\90000\IMPLANS\SIP- 01 ;w. Im M M Z F a N Z Q J a H Z W 2 W O W IL M F_ W W U) W rn Z O 1 w o5 o z 0 CID w w AU -r0 C AVENUE 48 o w ESE Dq1 W F y� P.M. 37193 w P.M.S. 243/38-39 U o L PARCEL 1 VICINITY / NTS MAP / ALLEY B (ALLEY G' - Q100=3.1 CFS ALLEY A (ALLEY H Q100=3.8 CFS 151 QQ=2,_ 1 ALLEYY P P 14)1 ALLEY Q I Q W N J =4.1 CFS LGI / SHEET INDLIL EX } 1 11 1. TITLE SHEET LU J / 2. SECTIONS, DETAILS, CONSTRUCTION NOTES &QUANTITY ESTIMATES Q 3. ACACIA WAY 4. IRIS WAY 5. IRIS WAY & CARNATION WAY 4 / 6. POPPY LANE Q / 7. ALLEY DETAILS j/ 8. ALLEY DETAILS / 9. SIGNING AND STRIPING SOIL'S ENGINEER CERTIFICATE ALLEY J f THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECEIVED ALLEY I I I THIS STREET PLAN AND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT P.M. 28626-1 BY SLADDEN ENGINEERING, REPORT NO. 17-05-220, PROJECT NO. 544- P.M.B. 194/72-775 17122, DATED JUNE 9, 2017, AND UPDATE LETTER DATED AUG. 8, 2020. ® } (ALLEY K I SLADDEN ENGINEERING QRoFESS/O CB N0. 13 45090 GOLF CENTER PARKWAY, SUITE F eRErr L 9l� Q10=2.8 CFSfp (760 863INDIO, CA 92701 ANDERSON No C45389 II I ALLEY L Q100=4.9 CFS W Exp. 9/30/22 z EX. CB N0. 14 3 `� I IF IL CB N0. 10 CB N0. 1 (ALLEY M - kT ENG NIEERING \* Q10 1.5 CFS Q10=1.5 CFS Q10=1.2 BRETT L. A RSON DATE qTF of CAL F�� CB NO. 2 Q100=3.3 CFS CE N0. 45389, EXP. 9/30/22 15100=3.4 CFS 15100=2.6 Q100=2.0 CFS Q100=2.0 C II 1ALLEY R W 1 U=U.3 Q100=0.6 ALLEY S AAIUE�NTINE APN 6000 0000 0015 PREP UNDER THE DIRECTION OF: ZROVESS pN9 DATE: 301/u 0 J• � ?� �Fy �� EDWARD J.T9 I H EXP. DATE 12 31 22 s No. 52496 R.C.E. 52496 0 m 12-31-22 m APPROVED BY: CITY OF LA QUINTA :p. * pp C1v1L L ���P �M_ y G z f COF CALF BRYAN MCKINNEY DATE CITY ENGINEER R.C.E. NO. 49418 EXP. DATE 9/30/22 01 0100=39 PARCEL 1 OWNER / DEVELOPER - - - I ALLEY IN SLF- ADAMS STREET LA QUINTA, LLC l 2 PARK PLAZA, SUITE 700 IRVINE, CA 92614 - - - -i 949-417-1396 NOTE. RETENTION ALL ON-SITE STREETS ARE PRIVATE STORM DRAINS PER STORM DRAIN IMPROVEMENT PLANS FOR TRACT NO. 37359. � BASIN - - - BASIS OF BEARING _ _ _ • • _ _ BEARING HEREON ARE BASE ON THE SOUTH LINE 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 CALIFORNIA BEGIN NORTH 89'26'58" EAST AS SHOWN ON A MAP FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY OF SAID COUNTY. ASSESSOR'S PARCEL NO.'S 764-720-001 THROUGH 764-720-076 764-730-001 THROUGH 764-730-082 764-740-001 THROUGH 764-740-080 UNDERGROUND UTILITIES AB 73 REQUIRES EVERY PERSON PLANNING 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 DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH -- NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID. 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, SUITE 200 BREA, CA 92621 811 41865 Boardwalk . M 0 R S E Suite 218 Palm Desert, CA 92211 1 S C H U L T Z Voice: 760-674-5776 cbergh®mdsconsulting.net PLANNERS ENRINEERS SURVEYORS SCALE: PER PLAN BENCHM A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) 3" NGS BRASS DISK IN LARGE ROCK, STAMPED "Y146f, DOWN 0.1', LOCATED DATE: MARCH, 2021 ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS FROM THE CLIFF HOUSE ENTRANCE. WDID # 7 33C392041 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ONSITE STREET IMPROVEMENT PLANS7F_TRACT NO.37359 - The Centre at La Quinta TITLE SHEET IOF 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: OWST Zoe -0003 I:\90000\IMPLANS\SIP- 01 ;w. Im M M Z F a N Z Q J a H Z W 2 W O W IL M F_ W W U) W rn Z O 1 12/9/21 49' 24' 24' 0.5' NO PARKING ALLOWED NO PARKING ALLOWED 10' 20' 8' MEDIAN 20' I to, I I PUE 4, 4, PUE I I 2% 29 2% I 2% 2% 2% 09 to, ENTRY DRIVE (W/8' ASD/AN) (PRIVATE STREET) — NTS PREUMINARY R-VALUE=50 T.I =6, AC=3', AB=5.5' C 20' _I_ 20 NO PARKING ALLOWED NO PARKING ALLOWED ENTRY DRIVE (PRIVA7E STREET) — NTS PRELIMINARY R-VALUE=50 T.I=6, AC=3', AB=5.5" R/W 37' R/W 0.5' 36' 0.5' PARKING ALLOWED ON BOTH SIDES OF STREET 10' 1 18' 1 18' 1 10' PUE I I PUE I TC 4 FS -0.02' FS ? 6 2% 2% 2% I MERIOR STREET (PRIVATE S7REET) — NTS PRELIMINARY R-VALUE=50 T.I=6, AC=3", AB=5.5" R/W 25 R/W 0.5' 24' 0.5' NO PARKING 10' 1 12 12' 1 to, �I PUE I PUE I TC 4 FS+0.10' f FS I I ?% 2% 27 2% MERIOR STREET (PRIVATE STREET) — NTS PRELIMINARY R-VALUE=50 T.I=6, AC=3', AB=5.5' STREET SECTIONS NOT TO SCALE 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 STREET PRIVATE STREET EASEMENT UNE i EASEMENT UNE 10' BUILDING 25' 10' BUILDING SETBACK SETBACK 4' 12.5' 1 12.5' 4' FIN. FLOOR FIN. FLOOR ELEV. PER PLAN r 2% 12 12' 2%1 VARIES ELEV. PER PLAN 4' CONIC. SIDEWALK - 4' CONIC. SIDEWALK 6' CURB ONLY, PER 6' CURB ONLY, PER DETAIL ON SHEET 7 3' V -GUTTER PER DETAIL ON SHEET 7 DETAIL ON SHEET 7 ALLEY SECTION - NO GARAGE ACCESS ;URB FACE/FLOW LINE EDGE OF PAVEMENT ALLEYS TO BE CONSTRUCTED PER PRECISE GRADING PLAN (PRIVATE STREET) PARKING PROHIBITED 0.5' 125' 12:5' w 2% SF m W ALLEY TO BE CONSTRUCTED LF w PER PRECISE GRADING PLANS a m ® Q J GRADING PLAN Z 2 Q 9,552 4- WEDGE CURB ONLY, © / U Q � �. 4' WEDGE CURB ONLY, O O� DETA2 ON SHEET 7 .,jl ., .. m . CONSTRUCT 5' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241. s a 0 w — — END OF CONSTRUCTION PER STREET IMP. PLANS 5' 5' 0.5' ROADBED WIDTH TO THIS POINT m 2% a ti ...., V.4R/ES 3 0 m _ ...........:.. ....:.....: � � � A.C. PAVEMENT 6" THICK CONCRETE CLASS 560-C-3250 WITH TYPE V CEMENT PRIVATE STREET EASEMENT UNE 2.5' GARAGE 12.5 -SETBACK1 G' PRIVATE STREET EASEMENT LINE 25' 2.5' 12.5' BUILDING 3 0' 10' SETBACK GARAGE FLOOR 22% TY VARIES 2% SF FIN. FLOOR ELEV. PER PLAN CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 201 2% LF 2% CONSTRUCT 6" MEDIAN CURB PER CITY STD. PLAN NO. 210 DRIVEWAY, PER PRECISE LF ® CONSTRUCT DRIVEWAY PER CITY STD. PLAN NO. 221 t88 GRADING PLAN Q5 o 9,552 4- WEDGE CURB ONLY, © / .5. 3' V -GUTTER PER �. 4' WEDGE CURB ONLY, 536 DETA2 ON SHEET 7 .,jl ., .. ..., . 5' 5' 0.5' ROADBED WIDTH TO THIS POINT m 2% a ti ...., V.4R/ES 3 0 m _ ...........:.. ....:.....: � � � A.C. PAVEMENT 6" THICK CONCRETE CLASS 560-C-3250 WITH TYPE V CEMENT PRIVATE STREET EASEMENT UNE 2.5' GARAGE 12.5 -SETBACK1 G' PRIVATE STREET EASEMENT LINE 25' 2.5' 12.5' BUILDING 3 0' 10' SETBACK GARAGE FLOOR 22% TY VARIES �2% SF FIN. FLOOR ELEV. PER PLAN CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 201 4,774 LF 2% CONSTRUCT 6" MEDIAN CURB PER CITY STD. PLAN NO. 210 DRIVEWAY, PER PRECISE LF ® CONSTRUCT DRIVEWAY PER CITY STD. PLAN NO. 221 t88 GRADING PLAN Q5 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 225, MODIFIED PER DETAIL HEREON. 9,552 4- WEDGE CURB ONLY, © CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 230 & 231 (W=6') 1,190 3' V -GUTTER PER PER DETAIL ON SHEET 7 4' WEDGE CURB ONLY, 536 DETA2 ON SHEET 7 ALLEY APPROACH DETAIL NOT TO SCALE PARKING SPACE 4 ROADBED WIDTH TO THIS POINT * NO TE: PAVEMENT GRADE SHALL BE 1.0% w FOR PARKING BAYS CONTAINING ¢� ACCESSIBLE PARKING SPACES Q (SEE DETAILS ON SHT 5 & 6) a z om A.C. PAVEMENT o v A.C. PAVEMENT 2.0% IYP. * 2.O% TYR amm4.0' r 1 CROSS GUTTER DETAIL A T PARKING SPACES, W-4' NOT TO SCALE PRIVATE ENGINEERING NOTE U UPDATE EOR 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 ANDPROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BEL IMITED 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. PER DETAIL ON SHEET 7 ALLEY SECTION W/GARAGE ACCESS (PRIVATE STREET) PARKING PROHIBITED CONSTRUCTION NOTES & QUANTITY ESTIMATE Qt CONSTRUCT T AC OVER 4.5" CAB PER CITY STD. PLAN NO. 195 94,136 SF Q2 CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 201 4,774 LF Q CONSTRUCT 6" MEDIAN CURB PER CITY STD. PLAN NO. 210 464 LF ® CONSTRUCT DRIVEWAY PER CITY STD. PLAN NO. 221 t88 SF Q5 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 225, MODIFIED PER DETAIL HEREON. 9,552 SF © CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 230 & 231 (W=6') 1,190 SF © CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 230 & 231, (W=4') 536 SF (AT PARKING SPACES, SEE DETAIL ON SHEET 2) Q7 CONSTRUCT 5' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241. 23,333 SF ® CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 250, CASE B, AND DETAIL ON SHEET 2 12 EA ® CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 250, CASE E, AND DETAIL ON SHEET 2 4 EA Q INSTALL TRUNCATED DOMES PER SHEET 7 OF CITY STD. PLAN N0, 250. 46 EA 10 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 330. 11 EA 11 CONSTRUCT CONCRETE BAND PER DETAIL HEREON 302 LF 12 CONSTRUCT ENHANCED CONCRETE PAVERS PER CITY STD, DWG. NO. 206 AND DETAIL HEREON 2,318 SF 21 CONSTRUCT S AC OVER 4 CAB PER CITY STD. PLAN NO. 195 55,005 SF © CONSTRUCT 6" CONCRETE CURB ONLY, PER DETAIL ON SHEET 7 720 LF ® CONSTRUCT 4' CONCRETE WEDGE CURB ONLY, PER DETAIL ON SHEET 7 5,352 LF ® CONSTRUCT 3' WIDE CONCRETE ALLEY V -DITCH, PER DETAIN ON SHEET 7 2,792 LF 25 CONSTRUCT 4' WIDE CONCRETE SIDEWALK PER CITY STD. 240 AND 241 2,656 SF cbergh®mduonsulting.net CONSTRUCT ACCESS RAMP PER CITY STD. 250, CASE E 8 EA (SEE SHEET 9 FOR SIGNING AND STRIPING CONSTRUCTION NOTES, QUANITY ESTIMATE AND SIGN ICONS) SECTIONS & DETAILS NOTE: ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AS SHOWN BY CITY STD. PLAN NO. 200. NOTE: ALL PAVEMENT SECTIONS ARE MINIMUM AND ARE BASED ON R -VALUES OF 50 OR GREATER. THE PAVEMENT SECTIONS MAY INCREASE SHOULD ACTUAL R -VALUES BE LESS THAN 50. ADJACENT PAVEMENT - (SEE PLAN FOR TYPE) 18'' TYR PER LAND. ARCHITECT'S PLAN ADJACENT PAVEMENT (SEE PLAN FOR TYPE) i� COMPACTED SUBGRADE REINFORCED CONCRETE BAND PER SOIL'S ENGINEER PER LANDSCAPE ARCHITECT'S REPORT (95% COMPACTION) PLAN CONCRETE BAND NTS ACCESS RAMP DETAIL CASE E $A NOT TO SCALE CONCRETE PAVER COLOR: PER LANDSCAPE ARCH. PLANS PATTERN: PER LANDSCAPE ARCH. PLANS THICKNESS: 80 MM FOR STREET AREAS SAND FILLED 60 MM FOR SIDEWALK AREAS JOINTS (TYP.) 1" TO 1 1/2" SAND BASE PER MANUFACTURER'S * SPECIFICATIONS 13" CAB PER MANUFACTURER'S e zl� �AND SOIL'S ENGINEER GEOSYNTHETIC FILTER FABRIC 1O O SPECIFICATIONS PER MANUFACTURER'S AND LO (95% COMPACTION) SOIL'S ENG. SPECIFICATIONS M M 8% RAMP T- 8% °C, 8% MA"IMPX I * 8.5° CAB IN SIDEWALK AREAS a Z � Q COMPACTED SUBGRADE PER SOIL'S ENGINEER REPORT ACCESS RAMP DETAIL (95% COMPACTION) {q CASE B $ ENHANCED PAVERS a �2 NOT TO SCALE NTS d vruw IU noncan LArlKtU rLAN PREPAR UNDER THE DIRECTION OF: QROVESSLpN9 DATE: 3l Z EDWARD J. EXP. DATE 12/31/22 ° ? R.C.E. 52496 z � No. 052496 ,,, w m AP ROVED BY: CITY OF LA QUINTA ry Exp. 12-31-22 � * ' CIVIL .* OF CALF BRYAN MC INNEY DATE MARK REVISIONS APPR. DATE CITY ENGINEER DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. NO. 49418 EXP.. DATE 9/30/22 H Z W W WDID # 7 33C392041 O 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA M 0 R S E Suite 218 ONSITE STREET IMPROVEMENT PLANS 2 Palm Desert, CA 92211 TRACT N0. 37359 -The Centre at La Quinta SHT. W LU S C H U L T Z Voice: 760-674-5776 cbergh®mduonsulting.net 9 SECTIONS & DETAILS OF SHTS. fn PLANNERS ENRINEERS SURVEYORS W SCALE: PER PLAN BENCH MARK: CITY OF LA QUINTA N0. 060 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. F CO DATE: MARCH, 2021 ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FROM THE CLIFF HOUSE ENTRANCE. FACE OF HIGHWAY 111, ACROSS FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: Z 0 I:\90000\IMPLANS\SIP-02 3/30/21 P.M. 26525-2 525-2 CONSTRUCTION NOTES SEE TRACT N0. F "OFFSITE STREET P.M.B. W4/A2-75 IMPROVMENT PLANT " FOR ADAMS STREET MEDIAN AND OFFSITE IMPROVEMENTS n /A\ pp &app q " Ot CONST. 3" AC OVER 4.5 CAB PER CITY STD. PLAN NO. 195, (CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) 02 CONST. 6' CURB AND GUTTER PER CITY STD. PLAN NO. 201 CONST. 6" MEDIAN CURB PER CITY STD. PLAN NO. 210 Q5 CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 225 MODIFIED PER DETAIL ON SHEET 2. ® CONST. CROSS GUTTER PER CITY STD. PLAN NO. 230 AND 231 (W=6') 07 CONST. 5' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 ® CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE B AND DETAIL ON SHEET 2 Q9 INSTALL TRUNCATED DOMES PER SHEET 7 OF CITY STD. DWG. NO. 250 10 CONST. GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 330 M 2 $� F 11 CONST. CONCRETE BAND PER DETAIL ON SHEET 2 I H = C11 8"W 5� - RAD. Pf. 0 I o = A�'+I%11 L10 WAY/ c 12 CONST. ENHANCED CONCRETE PAVERS PER DETAIL ON SHEET 2 3 29.56 RIGHT LLIU 6' h 15+19.98 PRC FUTURE COMMON AREA �I W ~ o ��cx' 7` 11 3' 63.79 TC, FL SIDEWALK, TO BE INSTALL z u4 N Ii N Ul j Q to �, -�, 2 15+04.27 BC 6yl m PER PRECISE GRADING & m Ey SEE SHEET 8 FOR j� � g w W 63..70 rcr s3.20 FL W I I LANDSCAPE ARCH. PLANS. W ALLEY IMPROVEMENTS W11! W W 6 m CO) o ci �i '� N n M M Ci w I.•- �^+ 14+77.83 ECR S � p w $ � � �p pp I' j a j tO tO + N I� I� t� N N U 1' 1 D' 'q l..Y ii I S U �i N en F2 tC M 1n FU- � O F �i CO O H a! 8 Ii2 e U NM� JJ 63.53 TC, 63.03 FL '- G1 "- pp + e$ o N N + • MOD t0 F LL to n n +. O� N O co 1n ♦\ to OD Q i I CURVE COURSE DATA # # RADIUS BEARING C1 DISTANCE L1 N 89'39'52" E a L2 I @i 89'39'52" o a L3 N m W I ti + ". 00 HU- E H% ~ O M N 89'51'43" Z (� O t0 t0 ^ Ln In + Nn N Ori ^ + N NN� 272.51' I � N C ^�� TRACT BOUNDARY 1+ 1 2 t0 76'33'50" I, E9 L9 N E 50.12' T C 64U.O.C. 10+00.00 ACACIA WAY= Q 11 41.04' _ o �- - - . M•00 29+01.66 ADAMS STREET Lt Ci� 1 Q FS c \ 3ga (62.8±) FS FS � G2 A. 63�?6 C10 - 6 ( G13 8"SS jsr �6+MF6pt• I 62.57 � �_.,,_.,..__ M I �' .- tz r . � 1 - „ 2 00 Pte" 15+43 87 Ot CONST. 3" AC OVER 4.5 CAB PER CITY STD. PLAN NO. 195, (CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) 02 CONST. 6' CURB AND GUTTER PER CITY STD. PLAN NO. 201 CONST. 6" MEDIAN CURB PER CITY STD. PLAN NO. 210 Q5 CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 225 MODIFIED PER DETAIL ON SHEET 2. ® CONST. CROSS GUTTER PER CITY STD. PLAN NO. 230 AND 231 (W=6') 07 CONST. 5' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 ® CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE B AND DETAIL ON SHEET 2 Q9 INSTALL TRUNCATED DOMES PER SHEET 7 OF CITY STD. DWG. NO. 250 10 CONST. GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 330 M 2 $� F 11 CONST. CONCRETE BAND PER DETAIL ON SHEET 2 I H = C11 8"W 5� - RAD. Pf. 0 I o = A�'+I%11 L10 WAY/ c 12 CONST. ENHANCED CONCRETE PAVERS PER DETAIL ON SHEET 2 3 29.56 RIGHT LLIU 6' h 15+19.98 PRC FUTURE COMMON AREA �I W ~ o ��cx' 7` 11 3' 63.79 TC, FL SIDEWALK, TO BE INSTALL z u4 N Ii N Ul j Q to �, -�, 2 15+04.27 BC 6yl m PER PRECISE GRADING & m Ey SEE SHEET 8 FOR j� � g w W 63..70 rcr s3.20 FL W I I LANDSCAPE ARCH. PLANS. W ALLEY IMPROVEMENTS W11! W W 6 m CO) o ci �i '� N n M M Ci w I.•- �^+ 14+77.83 ECR S � p w $ � � �p pp I' j a j tO tO + N I� I� t� N N U 1' 1 D' 'q l..Y ii I S U �i N en F2 tC M 1n FU- � O F �i CO O H a! 8 Ii2 e U NM� JJ 63.53 TC, 63.03 FL '- G1 "- pp + e$ o N N + • MOD t0 F LL to n n +. O� N O co 1n ♦\ to OD Q i I CURVE COURSE DATA # # RADIUS BEARING C1 DISTANCE L1 N 89'39'52" E 44.37' L2 N 89'39'52" E 90.04' L3 N 00'20'08" W 112.77' L4 N 89'39'52" E 272.50 L5 N 89'51'43" W 392.54' US N 89'51'43" W 272.51' L7 N 89'51'43" W 120.03' L8 N 76'33'50" W 40.38' L9 N 89'39'52" E 50.12' L10 N 89'39'52" E 41.04' Ot CONST. 3" AC OVER 4.5 CAB PER CITY STD. PLAN NO. 195, (CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) 02 CONST. 6' CURB AND GUTTER PER CITY STD. PLAN NO. 201 CONST. 6" MEDIAN CURB PER CITY STD. PLAN NO. 210 Q5 CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 225 MODIFIED PER DETAIL ON SHEET 2. ® CONST. CROSS GUTTER PER CITY STD. PLAN NO. 230 AND 231 (W=6') 07 CONST. 5' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 ® CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE B AND DETAIL ON SHEET 2 Q9 INSTALL TRUNCATED DOMES PER SHEET 7 OF CITY STD. DWG. NO. 250 10 CONST. GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 330 M 2 $� F 11 CONST. CONCRETE BAND PER DETAIL ON SHEET 2 I H = C11 8"W 5� - RAD. Pf. 0 I o = A�'+I%11 L10 WAY/ c 12 CONST. ENHANCED CONCRETE PAVERS PER DETAIL ON SHEET 2 3 29.56 RIGHT LLIU 6' h 15+19.98 PRC FUTURE COMMON AREA �I W ~ o ��cx' 7` 11 3' 63.79 TC, FL SIDEWALK, TO BE INSTALL z u4 N Ii N Ul j Q to �, -�, 2 15+04.27 BC 6yl m PER PRECISE GRADING & m Ey SEE SHEET 8 FOR j� � g w W 63..70 rcr s3.20 FL W I I LANDSCAPE ARCH. PLANS. W ALLEY IMPROVEMENTS W11! W W 6 m CO) o ci �i '� N n M M Ci w I.•- �^+ 14+77.83 ECR S � p w $ � � �p pp I' j a j tO tO + N I� I� t� N N U 1' 1 D' 'q l..Y ii I S U �i N en F2 tC M 1n FU- � O F �i CO O H a! 8 Ii2 e U NM� JJ 63.53 TC, 63.03 FL '- G1 "- pp + e$ o N N + • MOD t0 F LL to n n +. O� N O co 1n ♦\ to OD Q i I CURVE COURSE DATA # # RADIUS BEARING C1 DISTANCE L11 N 00'20'08" W 26.25' L12 N 00'20'08' W 26.44' L13 N 89'39'52" E 78.50' L14 N 89'39'52" E 99.03' L15 N 89'39'52" E 186.50' L16 N 89'51'43' W 91.70' L17 N 89'51'43" W 186.51' L18 N 89'51'43" W 200.00' L19 N 89'51'43" W 76.67' L20 N 89'51'43" W 10.96' Ot CONST. 3" AC OVER 4.5 CAB PER CITY STD. PLAN NO. 195, (CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) 02 CONST. 6' CURB AND GUTTER PER CITY STD. PLAN NO. 201 CONST. 6" MEDIAN CURB PER CITY STD. PLAN NO. 210 Q5 CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 225 MODIFIED PER DETAIL ON SHEET 2. ® CONST. CROSS GUTTER PER CITY STD. PLAN NO. 230 AND 231 (W=6') 07 CONST. 5' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 ® CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE B AND DETAIL ON SHEET 2 Q9 INSTALL TRUNCATED DOMES PER SHEET 7 OF CITY STD. DWG. NO. 250 10 CONST. GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 330 M 2 $� F 11 CONST. CONCRETE BAND PER DETAIL ON SHEET 2 I H = C11 8"W 5� - RAD. Pf. 0 I o = A�'+I%11 L10 WAY/ c 12 CONST. ENHANCED CONCRETE PAVERS PER DETAIL ON SHEET 2 3 29.56 RIGHT LLIU 6' h 15+19.98 PRC FUTURE COMMON AREA �I W ~ o ��cx' 7` 11 3' 63.79 TC, FL SIDEWALK, TO BE INSTALL z u4 N Ii N Ul j Q to �, -�, 2 15+04.27 BC 6yl m PER PRECISE GRADING & m Ey SEE SHEET 8 FOR j� � g w W 63..70 rcr s3.20 FL W I I LANDSCAPE ARCH. PLANS. W ALLEY IMPROVEMENTS W11! W W 6 m CO) o ci �i '� N n M M Ci w I.•- �^+ 14+77.83 ECR S � p w $ � � �p pp I' j a j tO tO + N I� I� t� N N U 1' 1 D' 'q l..Y ii I S U �i N en F2 tC M 1n FU- � O F �i CO O H a! 8 Ii2 e U NM� JJ 63.53 TC, 63.03 FL '- G1 "- pp + e$ o N N + • MOD t0 F LL to n n +. O� N O co 1n ♦\ to OD Q i I UNDERGROUND UTILITIES CURVE DATA # DELTA RADIUS LENGTH C1 10'15'28" 300.00' 53.71' C2 6'15'38" 300.00' 32.78' C3 1631'06" 300.00' 86.49' C4 1,718'13" 300.00' 69.66' C5 1912'34" 300.00' 53.46 C6 0,705'39" 300.00' 16.20' C7 11'04'57" 320.00 61.90' C8 0449'19" 320.00 26.93' C9 06'15'37" 320.00 34.96' C10 16'31'06" 280.00 80.72' 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. I SEE SHEET 7 ALLEY IMPROVE 5 10+49.00 �R + M aD i + M co ^ N Mj Nj + M 00 M + tq O O s + MOD + N 1� 00>> n N • Rf ! t0 tC M i0 to 1f) '�{ r tG t0 O + g 63.51 TG oto 9 t0 i� tc ^ t'o Q 63.01 FL ___ 7 9 7 s I11 6+76.36 EC 8 �' �s v' 7 -- - ----- - n---------- - a� 20+02.74 BCR N IF�Q 63.07 FL 63.31 6 .8 FL. oD L13 0. 2 6rw - b ._ _.._...__0.52% Lt 0.52%.. _ _ ....... __.,�. __ 2 I 5 0.52% 2 S"W - 64.08 TC 14+41.84 PRC FS, -2:7 FL _,,,.,_ _ _ _.-_. _..___._._._a_ 3 21.00 LEFT _.K _ F tt 0 L4 1a+0D Y �' 1 1s _ � t + is ao �, � ;' �; js C417+ 22 �' j // 1� ll 63 58 FL 63.37 TC/62.87 FL ,n L __ 1 _._ s"ss ___._-_ ACA IA WA _ Ls _ - 10+00.00 ACACIA A. WAY= 622. 9 FL 115 - 0.52% V_ 0.5% 2 L17 _ I. ..__®._ ._. Li * t•'1 2 =� t C8 .17+75.08 ACACIA �� 14+34.83 IRIS WAY `rO..;; o . >' :..., c>6 G`$ . - 0 0�9 G.0 (if► 20+52.88 LA QUINTADRIVE 14+07.60 PCC - ----------.-.._ --- 63.83 FS 8 63.38 .00 ECR %C/L ANGLE POINT 8 cv -w�.: 7•5+45.01 ACACIA WAY= 8... ( ) 62.66 FL _ = 62.88 FL 7 12+72.50 ACACIA WAY= c� �' ac 8 aD F� 2 .� POPPY LANE U U 8 M ra 7 r J 0 L FOR o o' � �, o $Cr MENT$ 13+91.83 BCR 13+16.25 CARNATION LANE w w m co Si w L(/ 1 63.04 TC 63.86 FS N� LL 1 ::5�m�i +ori rn��10: SIcNi�iiu+9d t+o�r� mrnv I;Q J'r 1. 62.54 FL �U�� �" �t�m J r nU ocoao ,o 001 62.54 �tot� 6106 1J ^� r*ic� ii JJ M �� +Cc i$ 1+03.60 E nn M :. N N")cV L� Z L.� L� L� tV M t0 + j GR r TIC 119 5' N� t0 t0 I� t0 t0 M M U M M M u') �O w._ �� !' 63.083 FL SEE SHEET 4 SEE SHEET 5 to �co to to �`�� SEE SHEET 6 IRIS WAY CARNATION WAY o " p" p " o " o " POPPY LANE �\� C> C>r C?I- C� C,� tV Go d O CURVE DATA # DELTA RADIUS LENGTH C11 1 1631'06" 320.00 92.96' C12 06'15'37" 280.00 30.59' C13 39'19'14" 25.00' 17.16' C14 16915'46" 38.00' 111.60' C15 395633' 25.00' 16.99' C16 90'00'00" 25.00' 39.27' C17 90'00'00" 10.00' 15.71' C18 90'28'25" 25.00' 39.48' C19 89'31'35" 25.00' 39.06' C20 I 11'08'03" 318.00' 61.80' 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. I SEE SHEET 7 ALLEY IMPROVE 5 10+49.00 �R + M aD i + M co ^ N Mj Nj + M 00 M + tq O O s + MOD + N 1� 00>> n N • Rf ! t0 tC M i0 to 1f) '�{ r tG t0 O + g 63.51 TG oto 9 t0 i� tc ^ t'o Q 63.01 FL ___ 7 9 7 s I11 6+76.36 EC 8 �' �s v' 7 -- - ----- - n---------- - a� 20+02.74 BCR N IF�Q 63.07 FL 63.31 6 .8 FL. oD L13 0. 2 6rw - b ._ _.._...__0.52% Lt 0.52%.. _ _ ....... __.,�. __ 2 I 5 0.52% 2 S"W - 64.08 TC 14+41.84 PRC FS, -2:7 FL _,,,.,_ _ _ _.-_. _..___._._._a_ 3 21.00 LEFT _.K _ F tt 0 L4 1a+0D Y �' 1 1s _ � t + is ao �, � ;' �; js C417+ 22 �' j // 1� ll 63 58 FL 63.37 TC/62.87 FL ,n L __ 1 _._ s"ss ___._-_ ACA IA WA _ Ls _ - 10+00.00 ACACIA A. WAY= 622. 9 FL 115 - 0.52% V_ 0.5% 2 L17 _ I. ..__®._ ._. Li * t•'1 2 =� t C8 .17+75.08 ACACIA �� 14+34.83 IRIS WAY `rO..;; o . >' :..., c>6 G`$ . - 0 0�9 G.0 (if► 20+52.88 LA QUINTADRIVE 14+07.60 PCC - ----------.-.._ --- 63.83 FS 8 63.38 .00 ECR %C/L ANGLE POINT 8 cv -w�.: 7•5+45.01 ACACIA WAY= 8... ( ) 62.66 FL _ = 62.88 FL 7 12+72.50 ACACIA WAY= c� �' ac 8 aD F� 2 .� POPPY LANE U U 8 M ra 7 r J 0 L FOR o o' � �, o $Cr MENT$ 13+91.83 BCR 13+16.25 CARNATION LANE w w m co Si w L(/ 1 63.04 TC 63.86 FS N� LL 1 ::5�m�i +ori rn��10: SIcNi�iiu+9d t+o�r� mrnv I;Q J'r 1. 62.54 FL �U�� �" �t�m J r nU ocoao ,o 001 62.54 �tot� 6106 1J ^� r*ic� ii JJ M �� +Cc i$ 1+03.60 E nn M :. N N")cV L� Z L.� L� L� tV M t0 + j GR r TIC 119 5' N� t0 t0 I� t0 t0 M M U M M M u') �O w._ �� !' 63.083 FL SEE SHEET 4 SEE SHEET 5 to �co to to �`�� SEE SHEET 6 IRIS WAY CARNATION WAY o " p" p " o " o " POPPY LANE �\� C> C>r C?I- C� C,� tV Go d O 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. DESIGNED BY: DRAWN BY: CHECKED BY: +o +00 -+ l 00 +00 +00 on o0 oC CO oto BACK OF CURB FLOWUNE-- T=6" I W=5' T=6" N SCALE: 1" = 40' EDGE OF PAVEMENT 40 20 0 40 80 120 10 LOCAL DEPRESSION DETAIL GRAPHIC SCALE CATCH BASIN NO. 11 WDID # 7 33C392041 PREPARED UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA QgOFESS/pH6L DATE: 3 3/ Z/ . M 0 R S E Suite 218 ONSITE STREET IMPROVEMENT PLANS 3 O "fly Palm Desert, CA 92211 p�P�o EDWARD J. EXP. DATE 12 31 j2 S C H U L T Z Voice: 760-674-5776 TRACT N0.37359 -The Centre at La Quinta sHT. � r++ y No. 052496 R.C.E. 52496 cbergh®mdscons"I6ng.net � m w Exp. 12-31-22 � m APPROVED BY: CITY OF LA QUINTA ACACIA WAY OF SHTS. o= �/ �G Z PLANNERS ENRINEERS SURVEYORS * * STA. 10100.00 TO STA. 17118.50 CIVIL • CRY OF LA QUINTA N0. 080 ELEV. 94.361 NAVD83 qp, L1FOF� BRYA MCKINNEY DATE SCALE: PER PLAN B E3° NGS BRASS DISK IN LARGE ROCK, STAMPED 'Y1461', DOWN 0.1', LOCATED A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. CA 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: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP-03 3/30/21 i CURVE DATA # DELTA RADIUS LENGTH C21 10'12'34" 318.00' 56.66' C22 00'55'30" 318.00' 5.13' C23 11'08'03" 282.00' 50.25' C24 09156'11" 200.00' 34.68' C25 09'51'39" 200.00' 34.42' 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. DESIGNED BY: DRAWN BY: CHECKED BY: +o +00 -+ l 00 +00 +00 on o0 oC CO oto BACK OF CURB FLOWUNE-- T=6" I W=5' T=6" N SCALE: 1" = 40' EDGE OF PAVEMENT 40 20 0 40 80 120 10 LOCAL DEPRESSION DETAIL GRAPHIC SCALE CATCH BASIN NO. 11 WDID # 7 33C392041 PREPARED UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA QgOFESS/pH6L DATE: 3 3/ Z/ . M 0 R S E Suite 218 ONSITE STREET IMPROVEMENT PLANS 3 O "fly Palm Desert, CA 92211 p�P�o EDWARD J. EXP. DATE 12 31 j2 S C H U L T Z Voice: 760-674-5776 TRACT N0.37359 -The Centre at La Quinta sHT. � r++ y No. 052496 R.C.E. 52496 cbergh®mdscons"I6ng.net � m w Exp. 12-31-22 � m APPROVED BY: CITY OF LA QUINTA ACACIA WAY OF SHTS. o= �/ �G Z PLANNERS ENRINEERS SURVEYORS * * STA. 10100.00 TO STA. 17118.50 CIVIL • CRY OF LA QUINTA N0. 080 ELEV. 94.361 NAVD83 qp, L1FOF� BRYA MCKINNEY DATE SCALE: PER PLAN B E3° NGS BRASS DISK IN LARGE ROCK, STAMPED 'Y1461', DOWN 0.1', LOCATED A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. CA 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: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP-03 3/30/21 i 12/9/21 UNDERGROUND UTILITIES P.M. 28525- P,iMi.B. 194 72-75 LOOT D C V D WELL SOTE 3 C TRACT BOUNDARY F T ' WELL SITE ACCESS TO BE CONSTRUCTED-��� PER CVWD WATER IMPROVEMENT PLANS 10+00.00 IRIS WAY 4 (11 16' DRIVEWAY 62.58 TC Q 62.50 FS 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. SEE SHEET 7 FOR ALLEY IMPROVEMENTS CURVE COURSE DATA # # RADIUS BEARING C1 DISTANCE Lt N 0920'08" W 106.44' L2 N 89'39'52" E 67.00' L3 N 00'20'08" W 553.61' L4 N 00'20'08" W 6.00' L5 N 00'20'08" W 434.83' L6 N 00'20'08" W 112.78' L7 N 89'39'52" E 90.04' L8 N 00'20'08" W 27.30' L9 N 00'20'08" W 51.64' L10 N 89'39'52" E 36.00' L11 N 0(720'08" W 80.58' L12 N 0920'08" W 200.00' L13 N 00'20'08" W 26.25' L14 N 0920'08' W 26.44' L15 N 00'20'08' W 56.25' L16 N 00'20'08" W 128.00' L17 N 00'20'OT W 74.58' L18 N 8539'52' E 89.45' L19 N 0920'08" W 68.94' L20 N 00'20'08" W 26.66' UNDERGROUND UTILITIES P.M. 28525- P,iMi.B. 194 72-75 LOOT D C V D WELL SOTE 3 C TRACT BOUNDARY F T ' WELL SITE ACCESS TO BE CONSTRUCTED-��� PER CVWD WATER IMPROVEMENT PLANS 10+00.00 IRIS WAY 4 (11 16' DRIVEWAY 62.58 TC Q 62.50 FS 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. SEE SHEET 7 FOR ALLEY IMPROVEMENTS CURVE DATA N # DELTA RADIUS I LENGTH C1 90'00'00" 10.00' 15.71' C2 9900'00" 25.00' 39.27' C3 3956'33" 25.00' 16.99' C4 16915'46" 38.00' 111.60' C5 39'19'14" 25.00' 17.16' C6 0551'39' 200.00' 34.42' C7 09'56'11' 200.00' 34.68' C8 180'00'00" 4.00' 12.56' C9 36(700'00' 12.00' 75.40' UNDERGROUND UTILITIES P.M. 28525- P,iMi.B. 194 72-75 LOOT D C V D WELL SOTE 3 C TRACT BOUNDARY F T ' WELL SITE ACCESS TO BE CONSTRUCTED-��� PER CVWD WATER IMPROVEMENT PLANS 10+00.00 IRIS WAY 4 (11 16' DRIVEWAY 62.58 TC Q 62.50 FS 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. SEE SHEET 7 FOR ALLEY IMPROVEMENTS lit 2 ISl19 AY&SS61-70 0 0 N m �I U �� FS 2 0o M M O U J + O F- C.� O U J O H 1i O F OI U J 10+69.44 BCR co + rn + a'''n °` o� or o CD 62.26 TC, 61.76 FL Eli" Q o G � m 7 + ; P 4:0 11+43.44 ECR 1 10 C� C14 rl _ �'D 91, 00 N W M L� m C. + M it o m�� o-nhs m� 106.44 III O C09 'D &61A04 +Nn LE PT. II SEE cNo .otlo o Wo ANGLE PT.LO 1 Q.5'1 9 7 61.98 TC I Boll 10 L17 AI�J v 61.48 FIL 1 91 © CONST. CROSS GUTTER PER CITY STD. PLAN NO. 230 AND 231 (W=6') Ml 13 6.95 IRIS WAY lit 2 ISl19 AY&SS61-70 0 m o N m �I U �� FS 2 0o M M O U J + O F- C.� O U J O H 1i O F OI U J 10+69.44 BCR co + rn + a'''n °` o� or o CD 62.26 TC, 61.76 FL Eli" o o G � m 7 + ; P 4:0 11+43.44 ECR 1 10 C� C14 rl _ �'D 91, 00 N 19 TC, 61.28 FLI + d C. + M FLOWUNE ~ T-6" 61.78 1p 4.00 IRIS WAY= CONST. CONCRETE DRIVEWAY APPROACH PER CITY STD. PLAN NO. 221 o EDGE OF PAVEMENT O 11 3.44 IRIS WAY\ &61A04 L11 - Q5 SEE FS=61.5661.78 TC i� pO 1.13 FIL 10 ^it o0 CATCH BASIN NO. 8 0'X 61.28 FIL L Q.5'1 oCO ACACIA WAY I Boll 10 L17 AI�J v 10 0.00 IRIS WAY= © CONST. CROSS GUTTER PER CITY STD. PLAN NO. 230 AND 231 (W=6') 13 6.95 IRIS WAY Vti :• :;,,r.,•,_ ......:..:.:.. ;..:n,:.. FS=61.60 I CONST. 5' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 o EEEE Do 7 ® CONST. .2 z 12 III 1 01 w M as CJ J (� U 00 INSTALL TRUNCATED DOMES PER SHEET 7 OF CITY STD. DWG. NO. 250 SEE SHEET 5 0f2� 12+83.31 PRC +�� CONST. GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN IRIS WAY +Oo *M OUJ CD r� �to� t PER CITY STD. PLAN N0. 330 M 11 O COCOO � M� 64.35 TC d- I CONST. CONCRETE BAND PER DETAIL ON SHEET 2 LO U J rnF + O oho + I 63.85 FL +roM I�I 0 CONST. ENHANCED CONCRETE PAVERS PER DETAIL ON SHEET 2 N CO 10 LOCAL DEPRESSION DETAIL CATCH BASIN NO. 7 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 MARK FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: H LJ 00 M M SEE SHEET 7 FOR ALLEY IMPROVEMENTS 1`J/M SEE SHEET 7 FOR ALLEY IMPROVEMENTS EDGE OF PAVEMENT FLOWLINE ~ T=6' � I --I W=4• T=6. T= - I- N m z U �� W U O1/q U DT. N Lq OI U J co to ri co co to 1U- * O O N o� or o CD M LO o� COo coo M co COO 4:0 CD Cl 1110, 10 C� C14 rl BACK OF CURB COWU + d C. + M FLOWUNE ~ T-6" N a CONST. CONCRETE DRIVEWAY APPROACH PER CITY STD. PLAN NO. 221 IRIS WAY EDGE OF PAVEMENT O }� u? r 10' 10 LOCAL DEPRESSION DETAIL CATCH BASIN NO. 7 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 MARK FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: H LJ 00 M M SEE SHEET 7 FOR ALLEY IMPROVEMENTS 1`J/M SEE SHEET 7 FOR ALLEY IMPROVEMENTS EDGE OF PAVEMENT FLOWLINE ~ T=6' � I --I W=4• T=6. T= - I- N m < U �� W U BACK OF CURB j 00 U J W ~ lJi_ F + fi O li 1U- * O O N rn Lq M LO rn COo coo M co COO 4:0 CV CV r'i m tM0 tN0 - rl CMO Lo COWU + d C. + M Q H + + a CONST. CONCRETE DRIVEWAY APPROACH PER CITY STD. PLAN NO. 221 IRIS WAY MCO O + M 10' SURVEYORS +CDM Q5 SEE 10 LOCAL DEPRESSION DETAIL DATE: MARCH, 2021 CATCH BASIN NO. 8 0'X 63.04 TC 62.54 FL 11 +n" U (� OH?J i m < U �� W U M j CL O H U J W ~ lJi_ F + fi O li 1U- * O O N t� r- tM6 UO �[ O C5 C,,_ O p N Ih N+ O CO nN CV CV r'i m tM0 tN0 - rl CMO Lo COWU 63.04 TC 62.54 FL 11 +n" _rl M Nn (� OH?J i E ., I �"� GRAPHIC SCALE M�.aO.. ill, I 118' 5,1 j CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) + M (D 41865 Boardwalk ✓n ¢ Cooccool E 6" CURB AND GUTTER PER CITY STD. PLAN NO. 201 L�„ Palm Desert, CA 92211 E� 3 Q3 CONST. 6" MEDIAN CURB PER CITY STD. PLAN NO. 210 tz+lr`,.35 8 a CONST. CONCRETE DRIVEWAY APPROACH PER CITY STD. PLAN NO. 221 IRIS WAY MCO O Ec, 10' SURVEYORS +CDM Q5 SEE SHEET 3 DATE: MARCH, 2021 FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: 0'X Q.5'1 oCO ACACIA WAY U U- F- ACACIA WAY SEE SHEET 3 CONSTRUCTION NOTES PREPARE UNDER THE DIRECTION OF: Q�OFESS/pN DATE: 3 31 Z/ EXP. DATE 12/31/22 ? R.C.E. 52496 0 No. 052496 M a Exp. 12-31-22 1 AP ROVED BY: CITY OF LA lyTF L �* LAQUINT A CIVIBRY MCKID//f��� NNEY REVISIONS APPR. DATE CALtF CITY ENGINEER DRAWN BY: CHECKED BY: R.C.E. NO. 49418 EXP. DATE 9/30/22 li 12.00' 3 FS 15+47.61 IRIS WAY= 13+07.39 ACACIA WAY 40 20 0 40 80 120 o0jCD O _rl M Nn (� CONST. 3" AC OVER 4.5" CAB PER CITY STD. PLAN NO. 195, CDCO OD GRAPHIC SCALE MEDIAN CURB DETAILS CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) S 41865 Boardwalk I . Q2 CONST. 6" CURB AND GUTTER PER CITY STD. PLAN NO. 201 L�„ Palm Desert, CA 92211 TRACT N0. 37359 - The Centre at La Quinta SHT. Q3 CONST. 6" MEDIAN CURB PER CITY STD. PLAN NO. 210 tz+lr`,.35 cberghOmdsconsulting.net ® CONST. CONCRETE DRIVEWAY APPROACH PER CITY STD. PLAN NO. 221 IRIS WAY OF SHTS. Ec, 10' SURVEYORS STA 10+00.00 TO STA. 15+47.61 A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. Q5 CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 225 DATE: MARCH, 2021 FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: 0'X Q.5'1 MODIFIED PER DETAIL ON SHEET 2. © CONST. CROSS GUTTER PER CITY STD. PLAN NO. 230 AND 231 (W=6') ` Q7 CONST. 5' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 EEEE 12+67.47 EC ® CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE B AND DETAIL ON SHEET 2 12 64.44 TC ® CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE E AND DETAIL ON SHEET 2 (� 63.94 FIL Og INSTALL TRUNCATED DOMES PER SHEET 7 OF CITY STD. DWG. NO. 250 � (D� 12+83.31 PRC 10 CONST. GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN 25.66' LEFT PER CITY STD. PLAN N0. 330 M 64.35 TC 11 CONST. CONCRETE BAND PER DETAIL ON SHEET 2 63.85 FL 5 0 CONST. ENHANCED CONCRETE PAVERS PER DETAIL ON SHEET 2 3 2 / 15+47.61 ANGLE POINT= 13+07.39 U ~ � i d C5 DCD .4 orn BUU-J H t\ p �C�O CMO '7M, D +ult\N &Dco 0 M + O_ N - CMO CMO PREPARE UNDER THE DIRECTION OF: Q�OFESS/pN DATE: 3 31 Z/ EXP. DATE 12/31/22 ? R.C.E. 52496 0 No. 052496 M a Exp. 12-31-22 1 AP ROVED BY: CITY OF LA lyTF L �* LAQUINT A CIVIBRY MCKID//f��� NNEY REVISIONS APPR. DATE CALtF CITY ENGINEER DRAWN BY: CHECKED BY: R.C.E. NO. 49418 EXP. DATE 9/30/22 li 12.00' 3 FS 15+47.61 IRIS WAY= 13+07.39 ACACIA WAY 40 20 0 40 80 120 o0jCD O _rl M Nn CDCO OD GRAPHIC SCALE MEDIAN CURB DETAILS WDID # 7 33C392041 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA . M 0 R S E Suite 218 ONSITE STREET WROVENENT PLANS L�„ Palm Desert, CA 92211 TRACT N0. 37359 - The Centre at La Quinta SHT. S C H U L T Z Voice: 760-674-5776 cberghOmdsconsulting.net IRIS WAY OF SHTS. PLANNERS ENRINEERS SURVEYORS STA 10+00.00 TO STA. 15+47.61 A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. SCALE: PER PLAN BEN C H M ARK: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) 3, NGS BRASS DISK IN LARGE ROCK, STAMPED "Y1462", DOWN 0.1', LOCATED ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS FROM THE CUFF HOUSE ENTRANCE DATE: MARCH, 2021 FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\9000U\IMF'LANS\SIF- U4 3/6U/ 12/9/21 M D S CONSULTING 12/9/21 �� L~ co O t(o O rnttoo io rn (.0 BACK I (10 -CF) t CB NO. 1 62.14 TC 61.31 FL 3 EDG (10 -CF) 62.21 TC 61.38 FL f I (6 -CF) 62.38 TC 61.88 FIL 11.5' 4 TYP 6" 2 10 LOCAL DEPRESSION DETAIL CATCH BASIN NO. 1 10+00.00 POPPY LINE 10+20.50 t 12' DWY. 62.32 FL Z d Q TYP (6 -CF) 62.38 FL 61.88 TC t0 �ti0 (16' CF) 62.21 FL 61.38 TC 62.14 TC 61.31 FL v EDG QCBNO. 2 3 I io BACK LO ~ ~ coo o CID0 rn m rn m 10 LOCAL DEPRESSION DETAIL CATCH BASIN NO. 2 n�vla:��:zm��•i�m�rri 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. I 0.52% (74 --/---RETENTION BASIN ACCESS M \ DRIVE CONSTRUCTED PER z r �' \ \ \ROUGH GRADING PLAN + cmi8 cI i ------------� �J 114 260.005' BIR 62.2 161.76 FIL +7,2.00 2.11 9+64.50 1� I 62.07 TC , +64 50 61.24 FL . 1, Lin ; I- N SEE SHEET 8 FOR 1.31 FL 110 CK o J +a�oti DATA ALLEY IMPROVEMENTS Al � N Mm �C +C-) 62.OA FL I +6;4.50 t0 7 8 61.99 FS CB N0.' 2 1 C4 f 0 LL ev 1104 or WW 00'20'08" at 2.14 TC XCS J 4 (S 7.2% M spe POPPY sf->ja! �+� n s12Ce C' " +� +9 +-N LANE M �� +�� toj g +y�. I_ N 9. i 0.52% (74 --/---RETENTION BASIN ACCESS M \ DRIVE CONSTRUCTED PER z r �' \ \ \ROUGH GRADING PLAN + cmi8 cI i ------------� �J 114 260.005' BIR 62.2 161.76 FIL +7,2.00 2.11 9+64.50 1� I 62.07 TC , +64 50 61.24 FL . 1, Lin ; I- 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. DESIGNED BY: C i+a 12+85.51 POPPY UNE 12+85.51 POPPY UNE ANGLE POINT ` 62.20 FS 13+03.51 ANGLE POINT OF�Go U W COURSE N +G+ 1.31 FL 110 L, U- O Z to atNom +a�oti DATA +64.50 ¢2.59 TC 101 62.37 TC Al to to U tj � to 62.49 TC 62.OA FL I +6;4.50 t0 7 8 61.99 FS CB N0.' 2 1 6261.8735 61.85 FS 00'20'08" 62.52 TC 2.14 TC L13 CATCH BASIN NO. 3 00'20'08' 7.2% 7.7% . 62.02 FS 1.3`1 FIL oto oto N � N- L14 1 ,. Igo 5 89'39'52- - -gL=T J pm FLO UNE -- T=6' W-4 I 62.20 TC W=5'=5 +y�. I_ N 89'39'52- i � PAVEMENT 62.37 TC + DGE 0 61.70 FS 7 }� in r N 0920'08- W 7.50' L5 N 761.87 FS t� o ry 12+42.50 ECR N 0920'08" W 3.90' L6 N G W 12+74.50 BCR rn Moto 61.7 TC E 10.00' L7 91 0920'08' W 73.00' 61.447 FL N 0920'08" W ? 61.68 FL N 0920'08' W 48.51' 0.68% N 0920'080 W 55.58' It N 0920'08- W 242.01' L21 PARKING BAY W/ACCESS RAMP W 128.00' DETAIL "B" N 0920'08" W 23.00' L22 N 0920'08' PRIVATE ENGINEERING NOTE L11 N 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. DESIGNED BY: C i+a 12+85.51 POPPY UNE 12+85.51 POPPY UNE ANGLE POINT ` 62.20 FS 13+03.51 ANGLE POINT OF�Go U W COURSE N +G+ �IV-�i L, U- O Z to atNom +a�oti DATA W Q mo o 1 15.71' CHECKED BY: M 1 10 LOCAL DEPRESSION DETAIL CATCH BASIN N0. 4 SEE SHEET 8 FOR ALLEY IMPROVEMENTS M POPPY LANE EDGE OF PAVEMENT �7 FLOWLINE -f TET_{ 1W=4' CURVE COURSE DATA # L, U- O Z L,i COURSE DATA W Q mo o 1 15.71' to to U tj � to to t0 (MO t0 t0 t0 oj o�f o� or DISTANCE + N 00'20'08" W 10 LOCAL DEPRESSION DETAIL L13 CATCH BASIN NO. 3 00'20'08' +� +� +0) +� +� N Nt BACK 0 CURB oto oto N � N- L14 1 ,. Igo 5 89'39'52- W MHrl+ri��) J pm FLO UNE -- T=6' W-4 pp + �t�o� o W +y�. I_ N 89'39'52- i � PAVEMENT L4 + DGE 0 W 35.50' }� in r N 10 LOCAL DEPRESSION DETAIL CATCH BASIN N0. 4 SEE SHEET 8 FOR ALLEY IMPROVEMENTS M POPPY LANE EDGE OF PAVEMENT �7 FLOWLINE -f TET_{ 1W=4' CURVE COURSE DATA # BACK OF CURB M COURSE DATA 9900'00" OU LJ 00 M Go z 1 15.71' to to U tj � to 9900'0(- o o� f= CO o� o� # C3 BEARING N N r 7 o N- N DISTANCE + N 00'20'08" W 10 LOCAL DEPRESSION DETAIL L13 CATCH BASIN NO. 3 00'20'08' ACACIA WAY 29.00' SEE SHEET 3 N I E I0 L14 1 ,. Igo 5 89'39'52- W MHrl+ri��) J pm I G~W Otn ��FR J ANN pp + �t�o� o W +y�. L15 N 89'39'52- E 131.55' L4 � &� �- �Aa ff . oCDs CDsII I~� os� l`11 f i If:1 +„N � 0 SEE SHEET 3 d C> � ^ W ACACIA WAY pp cV +C4 th Fri Cq co CMD tD Lnt'O + o l SEE SHEET 8 FOR CONSTRUCTION NOTES Q1 CONST. T AC OVER 4.5 CAB PER CITY STD. PLAN NO. 195, CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) 02 CONST. 6- CURB AND GUTTER PER CITY STD. PUN NO. 201 Q CONST. 6- MEDIAN CURB PER CITY STD. PLAN NO. 210 ® CONST. CONCRETE DRIVEWAY APPROACH PER CITY STD. PLAN NO. 221 CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 225 MODIFIED PER DETAIL ON SHEET 2. © CONST. CROSS GUTTER PER CITY STD. PUN NO. 230 AND 231 (W=6') © CONST. CROSS GUTTER PER CITY STD. PUN NO. 230 AND 231 (W=4') Q7 CONST. 5' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 ® CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE B AND DETAIL ON SHEET 2 ® CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE E AND DETAIL ON SHEET 2 Q9 INSTALL TRUNCATED DOMES PER SHEET 7 OF CITY STD. DWG. NO. 250 10 CONST. GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. PUN NO. 330 40 20 0 40 80 120 ALLEY IMPROVEMENTS GRAPHIC SCALE WDID # 7 33C392041 PREPAR UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Q�OFESS/ pN DATE: 3O 2 . M 0 R S E Suite 218 ONSITE STREET IMPROVEMENT PLANS 6 J � q�F Palm Desert, CA 92211 TRACT N0. 37359 - The Centre at La Quinta SHT. Qy�@ Fye EDWARD J. 1 2 EXP. DATE 12 32 S C H U L T Z Voice: 760-674-5776 No. 052496 p�pp�/ C W Z R.C.E. 52496 cberghOmdsconsulting.nPOPPY et LANG m Exp. 12-31-22 � m APPROVED BY: CITY OF LA QUINTA STA 10+00.00 TO STA. 14+48.05 and OF SHTS. PLANNERS ENRINEERS SURVEYORS Aft 4% STA 10+00.00 TO STA. 14+1358 9p cmV - �P i B E N C H M A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) F pp CA0 BRYANMCKINNEY DATE SCALE: PER PLAN 3' NGS BRASS DISK IN LARGE ROCK, STAMPED "Y146T, 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: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP-06 3/30/21 M LO M ti M O z H W z J IL CURVE COURSE DATA # DELTA RADIUS COURSE DATA 9900'00" 10.00' 1 15.71' BEARING 9900'0(- DISTANCE # C3 BEARING 25.00' DISTANCE L1 N 00'20'08" W 285.51' L13 N 00'20'08' W 29.00' L2 N 8939'5t E 162,55' L14 N 89'39'52- E 97.55' L3 N 0920'08" W 449.08' L15 N 89'39'52- E 131.55' L4 N 0920'08" W 35.50' L16 N 0920'08- W 7.50' L5 N 0920'08" W 413.58' L17 N 0920'08" W 3.90' L6 N 00'20'08' W 30.50' 1 L18 N 8939'52' E 10.00' L7 N 0920'08' W 73.00' L19 N 0920'08" W 69.00' L8 N 0920'08' W 48.51' L20 N 0920'080 W 55.58' L9 N 0920'08- W 242.01' L21 N 0920'08' W 128.00' L10 N 0920'08" W 23.00' L22 N 0920'08' W 69.00' L11 N 89'39'52° E 15.00' L23 N 0920'08- W 54.35' L12 I N 0920'08- W 1 26.00' L24 I N 0920'08- W 1 24.82' 40 20 0 40 80 120 ALLEY IMPROVEMENTS GRAPHIC SCALE WDID # 7 33C392041 PREPAR UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Q�OFESS/ pN DATE: 3O 2 . M 0 R S E Suite 218 ONSITE STREET IMPROVEMENT PLANS 6 J � q�F Palm Desert, CA 92211 TRACT N0. 37359 - The Centre at La Quinta SHT. Qy�@ Fye EDWARD J. 1 2 EXP. DATE 12 32 S C H U L T Z Voice: 760-674-5776 No. 052496 p�pp�/ C W Z R.C.E. 52496 cberghOmdsconsulting.nPOPPY et LANG m Exp. 12-31-22 � m APPROVED BY: CITY OF LA QUINTA STA 10+00.00 TO STA. 14+48.05 and OF SHTS. PLANNERS ENRINEERS SURVEYORS Aft 4% STA 10+00.00 TO STA. 14+1358 9p cmV - �P i B E N C H M A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) F pp CA0 BRYANMCKINNEY DATE SCALE: PER PLAN 3' NGS BRASS DISK IN LARGE ROCK, STAMPED "Y146T, 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: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP-06 3/30/21 M LO M ti M O z H W z J IL CURVE DATA # DELTA RADIUS LENGTH Cl 9900'00" 10.00' 1 15.71' C2 9900'0(- 1OW-1 4.71' C3 9900'00- 25.00' 1 39.27' 40 20 0 40 80 120 ALLEY IMPROVEMENTS GRAPHIC SCALE WDID # 7 33C392041 PREPAR UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Q�OFESS/ pN DATE: 3O 2 . M 0 R S E Suite 218 ONSITE STREET IMPROVEMENT PLANS 6 J � q�F Palm Desert, CA 92211 TRACT N0. 37359 - The Centre at La Quinta SHT. Qy�@ Fye EDWARD J. 1 2 EXP. DATE 12 32 S C H U L T Z Voice: 760-674-5776 No. 052496 p�pp�/ C W Z R.C.E. 52496 cberghOmdsconsulting.nPOPPY et LANG m Exp. 12-31-22 � m APPROVED BY: CITY OF LA QUINTA STA 10+00.00 TO STA. 14+48.05 and OF SHTS. PLANNERS ENRINEERS SURVEYORS Aft 4% STA 10+00.00 TO STA. 14+1358 9p cmV - �P i B E N C H M A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) F pp CA0 BRYANMCKINNEY DATE SCALE: PER PLAN 3' NGS BRASS DISK IN LARGE ROCK, STAMPED "Y146T, 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: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP-06 3/30/21 M LO M ti M O z H W z J IL 12/9/21 11+14.00 ALLEY 0 63.40 TC 63.52 TC 63.07 FS 63..52_ TC » 4 CF ,., .,, r.. -� �, ,,, « 4 CF P.M. 20525-2 P, n� .B. 194/72-75 i LOT DOf DLU 0 z } VWD WELL &TE m C J � 1 � 10+34.00 J 62.49 FL 4"CF 63.22 TC Q I� %r 63.12 TC CF H- 62.89FS 62.79 FS 62.61 TC 62.49 TC O"CF62.61 FS -_ 62.49 FS�CF 10+27.80 ECR 10+72.80 BCR 62.46 TC 62.24 TC TRACT BOUNDARY 61.96 FL j 61.74 FL WELL SITE ACCESS TO BE CONSTRUCTED PER CVWD WATER IMPROVEMENT PLANS 10+50.30 IRIS WAY= 1 1 B DR IR A WAY 0+00.00 a X71 00 E E SHEET 4 ---- 62.58 TC \ o 10+69.44 BCR \ 62.50 FS - 8+72.50 ALLEY Q o 0 0 62.26 TC, 61.76 FL 63.65 TC + co 63.32 FS CD ;a 8+84.75 ALLEY P >- » 63.77 TC ___ 377 TC . 11+43.44 ECR Of 4 CF 4 CF 63.00 TC 63.44 FS 63.44 FS 61.78 TC 62.67 FS o 63.12 TC 63.12 TC 61.28 FL o 4 CF 62.79 FS 62.79 FS 4'CF 00 9+94.00 IRIS WAY= 63.67 TC 63.67 TC » 4"CF 63.04 TC1+73.44 IRIS WAY 4"CF 4 CF 62.71 FS FS=61.56 1 63.34 FS 63.34 FS GB 63.04 TC » _ 9+02.00 9+00.75 62.71 FS 4 CF aOB 63.07 FL 62.53 FL 1 -8 t 10+00.00 IRIS WAY= 13+26.95 IRIS WAY W FS=61.60 J ' 9+66.00 W 9+66.00 J 62.67 FL J 62.08 FL 63.30 TC Q Z 4. 63.30 TC » » 62.71 TC < 2XI 62.71 TC 4 CF 4 CF 62.97 FS 62.97 FS 4 CF 4 CF 62.38 FS Q i 62.38 FS 62.67 TC 62.67 TC 62 20 TC 62.08 TC TCF 62.67 FS i 62.67 FS 0" CF o" CF 62.20 FS 62.08 FS CF 10+02.00 ECR li 10+39.00 BCR 11+14.00 ECR 11+57.00 BCR 62.61 TC I 62.42 TC 62.05 TC 61.83 TC 62.11 FL 61.92 FL 61.55 FL 61.33 FL sl: .261 1 ._._. 6 03 FL �R 11+37.50 IRIS WAY= 10+17.50 IRIS WA - 62.51 FS SEE 10+00.00 ALLEY P 10+00.00 ALLEY Q 62.43 FS I- 10+02.00 ECR 11+14.00 ECR I 11+57.00 BCR 10+39.00 BCR 62.61 TC� 62.42 TC 62.05 TC �e� >� 61.83 TC 62.11 FL 61.92 FL 61.55 FL a 61.33 FL - 62.20 TC OrCF62.67 TC 62.67 TC O"CF TCF 62.20 FS 'B 62.08 C (f CF 62.67 FS 62.67 FS 63.30 TC 62.71 TC 62.71 TC 6330 TC CF 4 CF 4 CF 4" CF ' 62.97 FS 62.38 FS LI iX X 62.38 FS 62.97 FS I w 62.67 FL IJ 10+34.00 >- 1 10+34.00 P 62.08 FL J �� J Q 10+98.00 Q 10+98.00 FL 62.99 FL » 63.62 TC �'= 63.62 TC » 63.03 TC G9 63.03 TC . 4CF 4CF 4CF 4CF 63.29 FS 63.29 FS 62.70 FS aril- 62.70 FS 63.70 TC 63.70 TC » » 63.11 TC ( 63.11 TC » 4! CF 63.37 FS 63.37 FS 4 CF 4 CF 62.78 FS 62.78 FS 4 CF 11+14.00 ALLEY Q 11+14.00 ALLEY P 63.58 TC 62.99 TC 63.25 FS 62.66 FS SEE SHEET 8 CURB DATA LINE - ROAD WIDTH BACK OF CURB TO THIS POINT s" 2" R=3/B R=1" ° U ASPHALT PAVEMENT 4" CLASS II BASE n 3" THICK ASPHALT PER SOIL'S ENGINEER REPORT PAVEMENT (95% COMPACTION) 10" 21 ASPHALT PAVEMENT 22 6" CURB ONLY DETAIL SEE RECOMMENDATONS IN GEOTECHNICAL REPORT PREPARED BY SLADDEN ENGINEERING CONCRETE PER CITY STD. NTS NTS 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. ALLEY A= 10+00.00 ALLEY Al 63.41 TC 62.99 T 62.36 FL 63.08 FS 62.66 63.41 TIC 62.55 I C » � � 6310 ITC 62.55 FS 4 CF 3 1 62.77 FS Cr F 63.10 TC 5"CF 62.68 FS 63.10 TC 6"CF cli 62.63 BW ui o In 63.10 TC 07CF 63.10 BW IRIS 63.08 FS 1 9+12.50 }` - -•Y 63.31 TC 62.98 FS -' -- _ 63.41 TC 63,10 TC 4" CF 63.08 FS 62.77 FS 63.41 TC6 CF63.10 TC 63.08 FS 62.63 BW 63.10 TC ANGLE PT. DO CF 63.10 BWQ 61.98 TC 65.60 TC 61.48 FL }, 64.60 FS J w 65.19 FS � W orl _ R9 79 Tr. J IRIS WAY 65.60 TC 13+60.Ud 11113 WAI I ALLEY D S WAY 62 'FS � 65.27 FS ALLEY C 11 14 00 6 13 00 TC 65.107 FS 65.25 TC 4 CF 63.021 FS 64.92 FS 65.60 TC 64.62 TC TCF SHEET 4 64.60 FS 65.52 TC 11+72.50 BCR 65.19 FS 64.35 TC 63.85 FL 0.5% -.1.2+9.0.58_BCR 113+35.58 ECR 13+91.83 62.72 TC 5` CF 62.54 TC � 62.22 FS 62.76 TC 63.04 TC 62.04 TC 0"CF 04 62.04 FL ems; 62.04 FS 0"CF61.92 TC 11+62.58 E 61.92 FS 4- _ 61.89 TC It 0' 11+17.58 ECR _ 61.39 FL tO (0 61.67 TC, 61.17 FL � 4 1111+40.08 IRIS WAY= l 11+18.58 BCR 1-114-61,58 _ECR - 61.67 TC �� ` �� 61.89 TC FL 61.39 FL 61.1761.92 TC o N 61.92 TC TCF 61.92 FS 61.92 FS Cr CF 62.55 TC62.55 TC 4 »CF 4"CF 62.22 FS a 1 62.22 FS u- I 10+40.00 C) LU '�� 61.92 FL J o� t QIZZ 62 84 TC 4! CF 62.84 TC I II�`� _ 6251 F5 4 C 62.51 FS . 62.84 TC 62.84 TC » 4 CF �,; �. ,n. o„ a, m 4 CF 62.41 FS CURB DATA LINE ROAD WIDTH BACK OF CURB TO THIS POINT 1'-0" 1 112- R=5" TOP OF CURB AS`hALT o PA VEA R=1 2" - CONCRETE 23 4" WEDGE CURB ONLY DETAIL CONCRETE PER CITY STD. NTS 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 MARK REVISIONS FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: DRAWN BY: CHECKED BY: 64.63 TC 11+28.00 ALLEY C= 64.30 FS 63.41 TC 64.63 TC10+00.00 ALLEY C1 63.08 FS 64.30 FS 64.21 TC 64.63 TC 1 63.58 FL 63.88 FS 64.30 FS } / 63.41 TC 64.63 TC 63.08 FS 64.30FS �- t 10+87.50 -* 64.53 TC 10+87.50 9+12.50 `"� L I -� -� 64.20 FS r 63.31 TC 64.53 TC _- 62.98 FS 64.20 FS -I----- 63.41 � ' 7 63.77 TC 64.63 TC I I 6 3.41 TC 64.63 TC 64.32 TC 64.32 TC 4" CF b I I 4"CF a 63.77 FS 63.99 FS 64.30 FS I l 63.08 FS 64.30 FS 63.99 FS 63.41 TC 64.63 TC » 64.32 TC O CF 64.32 TC 5CF 64.63 TC I 63.08 F5 64.30 FS 4 CF63.85 BW 63.90 FS 64.30 FS I 64.32 TC 4"CF 64.32 TC �' L 63.85 BW 64.32 BW � I n 64.32 TC 64.32 BWO"CF m J63.9444 TC 6"CF 'v' ~� 63.FS w63.94 TC J M� 6"CF63.44 FS Q 63.26 TC 0"CF tO ~` - to� 63.15 TC *� 63.26 FS a ^N TCF63.15 FS 14+07.08 PCC 13+63.08 ECR - - 63.12 TC 62.90 TC, 62.40 FL 62.62 FL 13+13.08 IRIS WAY 65.60 TC 13+60.Ud 11113 WAI I ALLEY D S WAY 62 'FS � 65.27 FS ALLEY C 11 14 00 6 13 00 TC 65.107 FS 65.25 TC 4 CF 63.021 FS 64.92 FS 65.60 TC 64.62 TC TCF SHEET 4 64.60 FS 65.52 TC 11+72.50 BCR 65.19 FS 64.35 TC 63.85 FL 0.5% -.1.2+9.0.58_BCR 113+35.58 ECR 13+91.83 62.54 TC � 62.76 TC 63.04 TC 04 62.04 FL w 62.26 FL 62.54 FL 0"CF62.79 TC GB 62.91 TC 0"CF 62.79 FS 62.91 FS 63.42 TICm 4"CF I 63.42 TC 4"CF W 63.09 FS 1 63.09 FS r Q o F- } 10+40.00 3 a oo noo W 62.79 FL 3 o CD (O J Mi o' t it J OR o a M + 63.71 TC 4» CF ( j 63.71 TC 4» CF o to 63.38 FS 63.38 FS 63 71 TC 4"CF �� 63.71 TC » ez zo rc 4 CF ASPHALT PAVEMENT 2.09 IyP. 80a (�N 3.0' FS 11+51.00 ACACIA WAY= 10+00.00 ALLEY D 64.42 FS +ASPHALT PAVEMENT 2.0%nP_- 63.53 TC 63.03 FL 10+49.00 BCR 63.51 TC 63.01 FL if H W W W LLJ N TCF 64.60 FS ...,..,_ ,_ 65.19 FS 65.25 TC 4 CF 65.60 TC 64.92 FS 65.27 FS ALLEY D 65'60 TG � 65.27 FS 8 11 DO 64.56 FS I TC 65.107 FS 65.25 TC 4 CF 65.60 TC 65.27 FS 64.92 FS 65.60 TC 64.62 TC TCF 65.27 FS 64.60 FS 65.52 TC 11+72.50 BCR 65.19 FS 64.35 TC 63.85 FL SEE SHEET 8 2+67.47 EC 4.44 TC 3.94 FL 12+83.31 PRC 25.66' LEFT 64.35 TC 63.85 FL 15+47.61 ANGLE POINT= 13+07.39 CONSTRUCTION NOTES 21 CONSTRUCT 3" THICK ASPHALT PAVEMENT, OVER 4 AGGREGATE BASE, PER DETAIL ON SHEET 7 © CONSTRUCT 6" CONCRETE CURB ONLY, PER DETAIL ON SHEET 7 © CONSTRUCT 4" CONCRETE WEDGE CURB ONLY, PER DETAIL ON SHEET 7 ® CONSTRUCT 3' WIDE CONCRETE ALLEY V-DTICH, PER DETAIL ON SHEET 7 ©5 CONSTRUCT 4' CONCRETE SIDEWALK PER CITY STD. 240 AND 241 © CONSTRUCT ACCESS RAMP PER CITY STD. 250, CASE E 24 3' CONRETE ALLEY V- DITCH DETAIL CONCRETE PER CITY STD. 30 15 0 30 60 90 NTS GRAPHIC SCALE WDID # 7 33C392041 PREPAR UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA QROFESS/ pN DATE: 3/ ZI . M 0 R S E Suite 218 ONSITE STREET IMPROVEMENT PLANS 7 �O 0 J. q! Palm Desert, CA 92211 TRACT N 7 - Th entre at La uinta SHT. EDWARD J. L EXP. DATE 12/31/22 S C H U L TZ Voice: 760-674-5776 C 0 3 359 e C Q W Z - R.C.E. 52496 cbergh®mdsconsulting.net ALLEY FY �TA�S M No. 052496 m APPROVED BY: CITY OF LA UINTA OF V SHTS. * Exp. 12-31-22 * ALLEYS A, A1, B, C, C1, D PLANNERS ENRINEERS SURVEYORS s P Z ALLEYS 0 P r c1v1L � .��I�l�r1 � �/� Q 9p � BEN C H MARK: CITY OF LA QUINTA N0. 080 ELEV. 94.381 (NAVD83) Of CALF BRY MCKINNEY DATE SCALE: PER PLAN N NGS BRASS DISK IN LARGE ROCK, STAMPED "Y7462, 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: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP- 07 3/30/21 :L LO M ti M 12/9/21 4" CF 63.59 TC 4CF 63.26 FS O"CF63.09 TC 63.09 FS 10+32.00 EC 62.94 TC 0"CF- 62.44 FL FS ALLEY S 11+14.00 ALLEY S 63.80 TC 63.47 FS 64.00 TC 4CF 63.67 FS EI s{ 63.92 TC „ 63.59 FSOB 4 CI 10+98.00 63.29 FL 4"CF 4" CF 62.96 FL 1ui 63.59 TC 4" CF 62_98 63.26 FS 4CF 62.65 62.96 TC62.47 0"CF 0"CF- 62.96 FS 62.47 0+75.00 BCR 11+50.00 12.71 TC 62.32 TC 12.21 FL 61.82 FL 0.52 62.80 FS SEE SHEET 6 ALLEY R 11+14.00 ALLEY R 63.18 TC 62.85 FS 11 63.38 TC . �I r, 63.05 FS 4CF SII "�11 f 63.31 TFn no m 4"CF 'E1J I T62.67 FL 1 10+34.00 62.35 FL 62.98 TC 4"CF 62.65 FS _ rr 11.35 \ \E= 10+53.50 POPPY LANE= 11+71.50 POPPY LAN \ 10+00.00 ALLEY S 10+00.00 ALLEY R \ 62.72 FS 62.11 FS _ - - - - - - - - i I I I I I I CONSTRUCTION NOTES I 21 CONSTRUCT S ASPHALT PAVEMENT, OVER 4 AGGREGATE BASE, PER DETAIL ON SHEET 7 © CONSTRUCT 6" CONCRETE CURB ONLY, PER DETAIL ON SHEET 7 I © CONSTRUCT 4" CONCRETE WEDGE CURB ONLY, PER DETAIL ON SHEET 7 I 0" ® CONSTRUCT 3' WIDE CONCRETE V -DITCH, PER DETAIL ON SHEET 7 I 4" 0 CONSTRUCT 4' CONCRETE SIDEWALK PER CITY STD. 240 AND 241 © CONSTRUCT ACCESS RAMP PER CITY STD. 250, CASE E I i I i 40 20 0 40 80 120 GRAPHIC SCALE 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 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. 63.15 TC 4"CF"` 62.53 0" CF 62_23 62.2.. 10+00.00 62.00 TC 61.50 FL 10+00.00 62.00 TC 61.50 FL 62.23 TC d' CF FS 62.86 TC 4CF �„ C, n 63.15 TC 64.07 TC 63.74 FS 63.78 TC 4 CF 63.45 FS O.CF63.13 TC 63.13 FS 99.58 ECR SEE SHEET 6 LANE= 10+94.90 ;0+0aeo 62.87 FS .79 FL 62.98 TC 62.43 TC O"CF dCF62.98 FS 62.43 FS 63.64 TC 62.94 TC 47 CF 4CF 63.31 FS 62.61 FS 10+40.00 LL jl 63.37 TC 1 63.04 FS 11+26.25 ALLEY N 63.27 TC 62.94 FS DESIGNED BY: DRAWN BY: 8+98.50 ALLEY H 63.05 TC 62.72 FS 63.15 TC 62.82 FS -I 63.15 TC 4 r- 62.82 FS - 9+18.50 ?nl 62.44 FL !.53 FS 4CF !.34 FS 0"CF -43.00 BCR 19 TC 10+21.50 CARNATION WAY= 10+00.00 ALLEY H 62.11 FS 62.19 TC 61.69 FL 62.34 TC O"CF 62.34 FS 62.86 TC 4"CF 10+81.50 62.44 FL 15 TC 62.72 FS 11+01.50 ALLEY L 63.97 TC 63.64 FS 10+40.00 63.15 FL 63.78 TC 4" CF 63.45 FS 63.27 TC 0* CF 63.27 FS 11+42.58 BCR 63.13 TC 11+21.08 POPPY LANE 10+00:00-AEL-EY-L 63.03 FS 11+16.40 ECR 11+87.40 ECR ` 62.98 TC 63.40 TC, 62.90 62.48 FL 63.66 TC 63.12 TC TCF �CF63.66 FS 63.12 FS4"CF 64.30 TC \ 63.62 TC 4"Cf 63.97 FS 63.29 FS 10+40.00 63.35 FL -c 111+27.2 63.96 TC 63.63 FS CHECKED BY: W Q 64.74 TC M 4" CF Cr CF 8+98.50 ALLEY G 63.91 TC 63.58 FS 64.01 TC 63.68 FS 64.01 TC FL 4" CF 0" CF ALTION WAY 162.45 FL 62.93 FS ��- 11+95.50 CARNATION WAY= 9+12.50 ALLEY E14"CF E SHEET 5 65.94 TC _ 10+00.00 ALLEY G 62.97 FS 65.61 FS 66.04 TC 66.04 TC _11+74.00-_.`__ I 11+17.00 ECR " 65.71 F5 65.71 FS 62.85 TC, 65.04 TC 65.04 TC 0"CF63095TCL N�` �I 62.56 FL 4CF 65.71 FS Ill 65.71 F5 4! CF 63.09 FS GB 63.21 TC 0"CF 65.96 1 9+32.50 63.72 TC 63.21 FS �+ 4! CF- 65.33 FL 4CF Q 63.72 TC 4"CF C-4 65.63 FS 158- .39 63FS I 4 63.39 FS 10+40.00 w `� U- 1 63.09 FL r ( � to p - W � .. r 10+81.50UD J 63.30 FL 0coCN J u0� utO� `r0i o0o co c`no roi 9+78.00 2� �� 65.09 FL 64.01 TC 64.01 TC ~[ 63.68 FS 63.68 FS on C 11+21.50 ALLEY E= 64.01 TC 64.01 TCCC, CO I___ALLEY__ E 10+00.00 ALLEY E1 63.68 FS 63.68 FS 64.98 FL 11 +01.50 ALLEY G II I .56 $4.87 (JC.D 63.91 TC63.58 FS aLLco Lq 0 00 11+01.50 ALLEY J �n 1 4� Lam'Go 00 000�65.00 TC co C64.67 FS M �� U 65.10 TC 65.10 TCco �' 'b 9n 64.77 FS 64.77 FS 'b 65.10 TC65.10 TC c°4 10+67.50 64.77 FS 64.77 FS 4 65.33 FL 1 .7 `o 4"CF 65.96 TC -- 65.63 FS GB F 9+18.50 64.39 FL 66.04 TIC __ I�L66 C 4"CF 6�7 5.71 FS S W c> 10+40.00 66.04 TC Jl - 1__ , 64.18 FL 65.71 FS 65.71 FS J 64.81 Tc " 64.81 TC Q 4CF 10+87.50 ALLEY E1 64.48 FS 65.94 TC 4" CF 64.48 FS 64.33 TC 0" CF 65.61 FS 0"CF 64.18 TC B _ 64.33 FS 64.18 FS �•I 13+16.58 BCR 12+73.58 ECR I c`'i 64.22 TC 63:92 -TC; -63.42 -FE 63.72 FL 9+12.50 ALLEY El 66.98 TC LANE= 63.62 TCI 64.12 FS 13+22.90 POPPY E= 66.65 FS 642 FS-1O+00=sA-� 67.08 TC 67.08 TC 63.54 FL 66.7 64.06 5 FS 66.75 FS - 4"CF 67.08 TC 67.08 TC 4"CF 12+95.08 POPPY LANE= 66.75 FS ( 66.75 FS 0#00:00 --ALLEY 64.06 FS I 9+32.50 / � 4"CF 66 607 FS re 66.37 FL 112+30.40 ECR 13+01.40 ECR 3+44.40 ECR o 4 aae !)) 63.66 TC 64.09 TC, 63.59 FL K} x 64.46 TC c 63.16 FL N irk 0 64.37 TC I 63.96 FL - 63.80 TC O"CF 0"CF64.37 FS -`g 64.58 TC O -CF Dorn r v G9 _ 63.80 FS 65.04 TC 64.58 FS o b 10 r �' v 4CF 0 + vv c��n ��r� r 'COS 64.30 TC " 64.71 FS 65.04 TC r r r 0 il- 4CF I 4CF 0 �� No 63.97 FS p 64.71 FS rn 1 I 10+40.00 �� 1 10+40.00 r ui Lo co ri co co co 9+78.00 3 0 0 0 0 to 0 0 66.14 FL 63.67 FL 64.41 FLLL Eo 4 l0 ¢ 11+2,""®F= LU --� nx5 I _ ALLEY F._ a 10+00.00 ALLEY Ft 66.03 FL o0 62 §j 2 +-. -FC ++ I , li LO _ uito �� 11+10.25 Q 1 11+13.75 � 0 r r € 64.02 FL oflj ` 64.78 FL t0 coo rn r �' N N N rn (i 10+22.00 66.14 FL - 1 I n t�0 t�0 c(0 COCO) 0) N N 1, N ' ej �°D t� co 64.74 c0oc�0.. 64.74 TC 65.50 TC 65.50 TC m � �' U 0 0 � LL I y 1 64.41 FS 'b 10 U- c> U 11+27.25 ALLEY K 65.17 FS 65.17 FS 0o F 5 ",n }� 64.64 TC 11+31.25 ALLEY I ,r r, 64.31 FS 65.40 TC Lr) PO I 10+67.50 65.07 FS 4"CF 67.00 TCB % 66.37 FL 66.33 FS 67.08 TC 4CF - _ - 67.08 TC _ 66.75 FS - - - 66.75 FS -------_ _ 67.08 TC 67.08 TC 66.78 FS 66.75 FS 10+87.50 ALLEY E1 66.98 TC 66.65 FS WDID # 7 33C392041 PRE PAR UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA QROVESS/pN DATE: 3/ Z/ . M 0 R S E suite 218 ONSITE STREET WROVEMENT PLANS O9! _ Palm Desert, CA 92211 J �Fy� �� EDWARD J. L EXP. DATE 12 31 22 S C H U L T Z Voice: 760-674-5776 TRACT N0. 37359 -The Centre at La Quinta SHT. W = R.C.E. 52496 � No. 052496 rZ,i cbergh0mdsconsulting.net a* Exp. 12-31-22 - APP OVED BY: CITY OF LA QUINTA ALLEY EY MTAL,S OF SHTS. PLANNERS ENRINEERS SURVEYORS ALLEYS E, F, G, H, 1, JK, L, M, N, R AND S CIVI1. \P ��1�� BENCH MARK: CITY OF LA QUINTA N0. 080 ELEV. 94.361 (NAV083) OF LSF BRY MCKINNEY DATE SCALE: PER PLAN 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. CA 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: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.0- No: I:\90000\IMPLANS\SIP-08 3/30/21 .} LO M M 1ui 0 1C J } Q � 64.06 TC 1. 8+98.50 ALLEY H 63.05 TC 62.72 FS 63.15 TC 62.82 FS -I 63.15 TC 4 r- 62.82 FS - 9+18.50 ?nl 62.44 FL !.53 FS 4CF !.34 FS 0"CF -43.00 BCR 19 TC 10+21.50 CARNATION WAY= 10+00.00 ALLEY H 62.11 FS 62.19 TC 61.69 FL 62.34 TC O"CF 62.34 FS 62.86 TC 4"CF 10+81.50 62.44 FL 15 TC 62.72 FS 11+01.50 ALLEY L 63.97 TC 63.64 FS 10+40.00 63.15 FL 63.78 TC 4" CF 63.45 FS 63.27 TC 0* CF 63.27 FS 11+42.58 BCR 63.13 TC 11+21.08 POPPY LANE 10+00:00-AEL-EY-L 63.03 FS 11+16.40 ECR 11+87.40 ECR ` 62.98 TC 63.40 TC, 62.90 62.48 FL 63.66 TC 63.12 TC TCF �CF63.66 FS 63.12 FS4"CF 64.30 TC \ 63.62 TC 4"Cf 63.97 FS 63.29 FS 10+40.00 63.35 FL -c 111+27.2 63.96 TC 63.63 FS CHECKED BY: W Q 64.74 TC M 4" CF Cr CF 8+98.50 ALLEY G 63.91 TC 63.58 FS 64.01 TC 63.68 FS 64.01 TC FL 4" CF 0" CF ALTION WAY 162.45 FL 62.93 FS ��- 11+95.50 CARNATION WAY= 9+12.50 ALLEY E14"CF E SHEET 5 65.94 TC _ 10+00.00 ALLEY G 62.97 FS 65.61 FS 66.04 TC 66.04 TC _11+74.00-_.`__ I 11+17.00 ECR " 65.71 F5 65.71 FS 62.85 TC, 65.04 TC 65.04 TC 0"CF63095TCL N�` �I 62.56 FL 4CF 65.71 FS Ill 65.71 F5 4! CF 63.09 FS GB 63.21 TC 0"CF 65.96 1 9+32.50 63.72 TC 63.21 FS �+ 4! CF- 65.33 FL 4CF Q 63.72 TC 4"CF C-4 65.63 FS 158- .39 63FS I 4 63.39 FS 10+40.00 w `� U- 1 63.09 FL r ( � to p - W � .. r 10+81.50UD J 63.30 FL 0coCN J u0� utO� `r0i o0o co c`no roi 9+78.00 2� �� 65.09 FL 64.01 TC 64.01 TC ~[ 63.68 FS 63.68 FS on C 11+21.50 ALLEY E= 64.01 TC 64.01 TCCC, CO I___ALLEY__ E 10+00.00 ALLEY E1 63.68 FS 63.68 FS 64.98 FL 11 +01.50 ALLEY G II I .56 $4.87 (JC.D 63.91 TC63.58 FS aLLco Lq 0 00 11+01.50 ALLEY J �n 1 4� Lam'Go 00 000�65.00 TC co C64.67 FS M �� U 65.10 TC 65.10 TCco �' 'b 9n 64.77 FS 64.77 FS 'b 65.10 TC65.10 TC c°4 10+67.50 64.77 FS 64.77 FS 4 65.33 FL 1 .7 `o 4"CF 65.96 TC -- 65.63 FS GB F 9+18.50 64.39 FL 66.04 TIC __ I�L66 C 4"CF 6�7 5.71 FS S W c> 10+40.00 66.04 TC Jl - 1__ , 64.18 FL 65.71 FS 65.71 FS J 64.81 Tc " 64.81 TC Q 4CF 10+87.50 ALLEY E1 64.48 FS 65.94 TC 4" CF 64.48 FS 64.33 TC 0" CF 65.61 FS 0"CF 64.18 TC B _ 64.33 FS 64.18 FS �•I 13+16.58 BCR 12+73.58 ECR I c`'i 64.22 TC 63:92 -TC; -63.42 -FE 63.72 FL 9+12.50 ALLEY El 66.98 TC LANE= 63.62 TCI 64.12 FS 13+22.90 POPPY E= 66.65 FS 642 FS-1O+00=sA-� 67.08 TC 67.08 TC 63.54 FL 66.7 64.06 5 FS 66.75 FS - 4"CF 67.08 TC 67.08 TC 4"CF 12+95.08 POPPY LANE= 66.75 FS ( 66.75 FS 0#00:00 --ALLEY 64.06 FS I 9+32.50 / � 4"CF 66 607 FS re 66.37 FL 112+30.40 ECR 13+01.40 ECR 3+44.40 ECR o 4 aae !)) 63.66 TC 64.09 TC, 63.59 FL K} x 64.46 TC c 63.16 FL N irk 0 64.37 TC I 63.96 FL - 63.80 TC O"CF 0"CF64.37 FS -`g 64.58 TC O -CF Dorn r v G9 _ 63.80 FS 65.04 TC 64.58 FS o b 10 r �' v 4CF 0 + vv c��n ��r� r 'COS 64.30 TC " 64.71 FS 65.04 TC r r r 0 il- 4CF I 4CF 0 �� No 63.97 FS p 64.71 FS rn 1 I 10+40.00 �� 1 10+40.00 r ui Lo co ri co co co 9+78.00 3 0 0 0 0 to 0 0 66.14 FL 63.67 FL 64.41 FLLL Eo 4 l0 ¢ 11+2,""®F= LU --� nx5 I _ ALLEY F._ a 10+00.00 ALLEY Ft 66.03 FL o0 62 §j 2 +-. -FC ++ I , li LO _ uito �� 11+10.25 Q 1 11+13.75 � 0 r r € 64.02 FL oflj ` 64.78 FL t0 coo rn r �' N N N rn (i 10+22.00 66.14 FL - 1 I n t�0 t�0 c(0 COCO) 0) N N 1, N ' ej �°D t� co 64.74 c0oc�0.. 64.74 TC 65.50 TC 65.50 TC m � �' U 0 0 � LL I y 1 64.41 FS 'b 10 U- c> U 11+27.25 ALLEY K 65.17 FS 65.17 FS 0o F 5 ",n }� 64.64 TC 11+31.25 ALLEY I ,r r, 64.31 FS 65.40 TC Lr) PO I 10+67.50 65.07 FS 4"CF 67.00 TCB % 66.37 FL 66.33 FS 67.08 TC 4CF - _ - 67.08 TC _ 66.75 FS - - - 66.75 FS -------_ _ 67.08 TC 67.08 TC 66.78 FS 66.75 FS 10+87.50 ALLEY E1 66.98 TC 66.65 FS WDID # 7 33C392041 PRE PAR UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA QROVESS/pN DATE: 3/ Z/ . M 0 R S E suite 218 ONSITE STREET WROVEMENT PLANS O9! _ Palm Desert, CA 92211 J �Fy� �� EDWARD J. L EXP. DATE 12 31 22 S C H U L T Z Voice: 760-674-5776 TRACT N0. 37359 -The Centre at La Quinta SHT. W = R.C.E. 52496 � No. 052496 rZ,i cbergh0mdsconsulting.net a* Exp. 12-31-22 - APP OVED BY: CITY OF LA QUINTA ALLEY EY MTAL,S OF SHTS. PLANNERS ENRINEERS SURVEYORS ALLEYS E, F, G, H, 1, JK, L, M, N, R AND S CIVI1. \P ��1�� BENCH MARK: CITY OF LA QUINTA N0. 080 ELEV. 94.361 (NAV083) OF LSF BRY MCKINNEY DATE SCALE: PER PLAN 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. CA 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: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.0- No: I:\90000\IMPLANS\SIP-08 3/30/21 .} LO M M 12/9/21 IN 10 CM V o Cm 00 CM o0 Q VIAGRAZIANNA p"Mi " 26525-2 P.M.S.194/72-15 LOT D I � 8R1 1-1 103 OR26 (CA) G 1 V IS�V u ���115 30" X 30" 12"W X 18"H APH 600-020-0M n Il /a1 51 519 nn 5l @R1-1 6"x24!' UtIAIL --A- NTS 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 QROFESS/O^ ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �0 P�0 J. (F, REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. "21 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT _ No. 052496 SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL w WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO d Exp. 12-31-: DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM sT CMI ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE '9T PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE FOF CAUFC FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: DRAWN BY: CHECKED BY: PREPAR UNDER THE SIGNING & STRIPING CONSTRUCTION 41865 Boardwalk NOTES & QUANTITIES 100 INSTALL STREET NAME SIGN & POST PER CITY STD. 500 5 EA 101 INSTALL R1 (STOP) SIGN (30") PER CA MUTCD 2014 5 EA 102 PAINT 12" STOP BAR & "STOP" LEGEND PER CA MUTCD 2014 5 EA 103 INSTALL R26(CA) (NO PARKING ANY TIME) SIGN PER CA MUTCD 2014 7 EA 104 INSTALL BLUE RETROFLECTIVE MARKERS 13 EA 105 INSTALL R4-7 (KEEP RIGHT) SIGN W/OM1-1 PER CA MUTCD 2014 5 EA 106 PAINT MEDIAN CURB YELLOW 154 LF 107 PAINT 4" SOLID WHITE PARKING STRIPE 108 LF 108 PAINT 4" SOLID BLUE ADA PARKING STRIPE 156 LF 109 PAINT "NO PARKING" PER CBC CHAPTER 11A 4 EA 110 PAINT ACCESSIBLE PARKING SYMBOL PER CBC CHAPTER 11A 4 EA 111 INSTALL R99 ACCESSIBLE PARKING ONLY SIGN PER CA MUTCD 2014 4 EA 112 INSTALL R7 -8P "VAN ACCESSIBLE' SIGN PER CA MUTCD 2014 2 EA 113 INSTALL CONCRETE WHEEL STOP 4 EA 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 QROFESS/O^ ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �0 P�0 J. (F, REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. "21 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT _ No. 052496 SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL w WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO d Exp. 12-31-: DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM sT CMI ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE '9T PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE FOF CAUFC FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: DRAWN BY: CHECKED BY: PREPAR UNDER THE DIRECTION OF: 41865 Boardwalk DATE: EDWARD J. L EXP. DATE 12/31/22 R.C.E. 52496 APPROVED BY: CITY OF LA QUINTA S C H U L T Z ' 13RYAN MCKINNEY DATE CITY ENGINEER cbergh@mdsconsulting.net R.C.E. NO. 49418 EXP. DATE 9/30/22 if 105 R4-7 24 W x 30"H DETAIL "B" NTS @016111-11 WDID # 7 330392041 PARKING ONLY 0 111 R99 12"W x 18"H 112 R7 -8P 12W X 6"H 0) LO M O z F- a U) z J EL I— z LU W 0 IY F— W W IY N W FF -- 55z 0 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA M O R S E Suite 218 ONSITE STREET IMPROVEMENT PLANS 9 Palm Desert, CA 92211 TRACT N0. 37359 - The Centre at La Quinta SHT. S C H U L T Z Voice: 760-674-5776 cbergh@mdsconsulting.net PLANNERS ENRINEERS SURVEYORS SIGNING & STRIPING OF SHTS A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. SCALE: PER PLAN CITY OF LA QUINTA NO. 080 ELEV. 94.361 NAVD83 BEN C H MARK. Q ( ) 3" NGS BRASS DISK IN LARGE ROCK, STAMPED "Y14627, DOWN 0.1', LOCATED ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS FROM THE CUFF HOUSE ENTRANCE. DATE: MARCH, 2021 FOR: SLF—ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP-09 3/30/21 0) LO M O z F- a U) z J EL I— z LU W 0 IY F— W W IY N W FF -- 55z 0