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OFST2018-0002GENERAL 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 PUBUC 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 7:00AAM 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 REQUITED TO: A) FILE A NOTICE OF INTENT (N01) 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 IS 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 UTIUZED 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 BLACKOUT/REMOVAL 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 SWEEPING 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.SA.) 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. LEGEND FL FLOWLINE BC TC TOP OF CURB EC FS FINISHED SURFACE BCR PI POINT OF INTERSECTION ECR N'LY. NORTHERLY PRC S'LY' SOUTHERLY PCC E'LY. EASTERLY EP W'LY. WESTERLY T CB CATCH BASIN INT. W WATER R S SEWER L SD STORM DRAIN OC VC VERTICAL CURVE GB Q10 10 -YEAR PEAK FLOW (CFS) TYP. Q100 100 -YEAR PEAK FLOW (CFS) CFS CUBIC FEET PER SECOND RETENTION BASIN OVERFLOW ROUTE DIRECTION OF DRAINAGE FLOW ON STREET BEGIN OF CURVE END OF CURVE BEGIN OF CURB RETURN END OF CURB RETURN POINT REVERSE CURVE POINT OF COMPOUND CURVE EDGE OF PAVEMENT CENTERLINE INTERSECTION RADIUS LENGHT ON CURB GRADE BREAK TYPICAL In the City of La Quints, County of Riverside, State of California Offsite Street Improvement Plans Tract No. 37359, The Centre at La Quints BEING A PORTION OF THE SW 1/4 OF SECTION 29, T.5S, R.7E, S.B.M. I 1 I I � 1 11 I1 INDEX MAP 11 SCALE 1"=120' CONCRETE SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS [:AS SHOWN ON CITY STANDARD PLAN NO. 200. In the City of La Quints, County of Riverside, State of California Offsite Street Improvement Plans Tract No. 37359, The Centre at La Quints BEING A PORTION OF THE SW 1/4 OF SECTION 29, T.5S, R.7E, S.B.M. I 1 I I � 1 11 I1 INDEX MAP 11 SCALE 1"=120' I II - _j V VIA GMZIANNA P.M. 28525-1 P.M'S. 193/83-87 PARCEL I i2 i5 P.M. 28525-2 P.M.B. 194/72-75 FA(?CEL 1 _j y WxIIxH w'O00) { 0 >- E)ji CB NO. 12 Q10=0.9 CFS 0100=2.0 CFS I r pF M m *<4�c 33 P.M. 26525-1 I 11 P.M.B. 193/65-67 CONST. 4 AC. OVER 6" CAB PER CITY STD. PLAN NO. 195, (CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) PARCEL 2 O2 OOH I z 193/65-67 U Q' � A Q � 1 FA PARCEL 1 l I II - _j V VIA GMZIANNA P.M. 28525-1 P.M'S. 193/83-87 PARCEL I i2 i5 P.M. 28525-2 P.M.B. 194/72-75 FA(?CEL 1 _j y WxIIxH w'O00) { 0 >- E)ji CB NO. 12 Q10=0.9 CFS 0100=2.0 CFS I r pF M m *<4�c 33 P.M. 26525-1 I 11 P.M.B. 193/65-67 CONST. 4 AC. OVER 6" CAB PER CITY STD. PLAN NO. 195, (CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) PARCEL 2 O2 P.M.26�25-1 I I P.M.B. 193/65-67 I PARCEL 3 ' 1 � A P.M. 37193 P.M.B. 243/38-39 1 FA PARCEL 1 l 2,380 SF © CONST. W WIDE CONCRETE SIDEWALK PER CITY SID. PLAN NO. 240 AND 241 5,900 SF O7 CONST. ACCESS RAMP PER CITY STD. PLAN NO. 250, CASE A 4 EA ® CONST. GUTTER DEPRESSION PER CITY STD. PLAN NO. 330. O //W I II I SIJ 10. 13 =2.8 CFS 0100=4.9 CFS �II d co� ag Q10=.3 CFS Q10059.7 CFS L P.M.28525-2 1I IM.B.194/72-7 d®4 ® --_ -_ AN/[E41N[E I I I I I APH600-020-015 CONSTRUCTION NOTES & QUANTITY ESTIMATES 11 Oj CONST. 4 AC. OVER 6" CAB PER CITY STD. PLAN NO. 195, (CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) 15,736 SF O2 I CONST. 6" CURB AND GUTTER PER CITY STD. PLAN NO. 201 690 LF Q3 CONST. 6' MEDIAN CURB PER CITY STD. PLAN NO. 210 275 LF ® CONST. 24" WIDE CONCRETE DRIVEWAY APPROACH PER CITY STD. PLAN NO. 221 1 FA Q5 CONST. CROSS GUTTER & SPANDREL PER CITY STD. PLAN NO. 230 AND 231, (W=6') 2,380 SF © CONST. W WIDE CONCRETE SIDEWALK PER CITY SID. PLAN NO. 240 AND 241 5,900 SF O7 CONST. ACCESS RAMP PER CITY STD. PLAN NO. 250, CASE A 4 EA ® CONST. GUTTER DEPRESSION PER CITY STD. PLAN NO. 330. 3 EA Q9 CONST. 17' WIDE TRUCK APRON CONCRETE CURB W/#4 REBAR PER DETAIL SHOWN WITHIN SECTION A -A ON SHEET 3 308 LF 10 CONST. 7n PCC OVER (i' CLASS 2 A.B. W/#4 REBAR PER DETAIL SHOWN WITHIN SECTION A -A ON SHEET 3 3,606 SF SEE SHEET 5 FOR SIGNING AND STRIPING CONSTRUCTION NOTES AND QUANTITY ESTIMATES REMOVAL NOTES & QUANTITY ESTIMATES 11 SAWCUT AND REMOVE EXISTING AC PAVEMENT 9,033 SF 20 SAWCUT AND REMOVE EXISTING CURB AND GUTTER 519 LF 3❑ SAWCUT AND REMOVE EXISTING MEDIAN CURB 296 LF ® REMOVE EXISTING MEDIAN LANDSCAPE 2,980 SF 5❑ REMOVE EXISTING CONCRETE SIDEWALK 2,284 SF © REMOVE EXISTING CONCRETE DRIVEWAY APPROACH 1 EA 7❑ REMOVE EXISTING 24 CONCRETE PAVEMENT BORDER 452 SF ® REMOVE EXISTING CONCRETE PAVERS 3,168 SF PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN. ACCORDANCE WITH GENERALLY BEEDWARD REQUIRED TOACCEPTED N STSUMEIOSO ERANDICCOMPLL TETRUCTRESPIONS BIILITYAFORRJOB 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 FROMC 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. _ 4�IR Ess/ WWILL � 7Fy �� No. 052496 z c� m d Exp. 12-31-22 IVIL `cpFCAL F� PREPARUNDER THE DIRECTION OF: DATE: .7 Z BY SLADDEN ENGINEERING, PROJECT NO. 544-17122, REPORT NO. 17-05-220, DATED JUNE 9, 2017, AND UPDATE LETTER DATED J. L EXP. DATE 12/31/22 R.C.E. 52496 APPROVED BY: CITY OF LA QUINTA \'7 Ai/ BRYAN MCKINNEY DATE RIC.ETY E NO. 49418 EXP, DATE: 9/30/2022 SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, SUITE F MARK REVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: HWY 111 VICINITY MAP NTS SHEET INDEX 1. TITLE SHEET 2. ADAMS STREET - STA. 25+69.91 TO STA. 31+57.92 3. AUTO CENTRE WAY SOUTH - STA. 10+00.00 TO 12+76.50 4. LA QUINTA DRIVE - STA. 20+02.74 TO STA. 24+12.00 5. ADAMS STREET - SIGNING AND STRIPING 6. AUTO CENTRE WAY SOUTH - SIGNING AND STRIPING LA QUINTA DRIVE - SIGNING AND STRIPING SOIL'S ENGINEER CERTIFICATE THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECEIVED _ WITH THE RECOMMENDATIONS CONTAINED IN THE jE BY SLADDEN ENGINEERING, PROJECT NO. 544-17122, REPORT NO. 17-05-220, DATED JUNE 9, 2017, AND UPDATE LETTER DATED AUGUST 8, 2020. SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, SUITE F CA 92203 QROVESS/pN q�Fy (760) ���� /� BIR L. ti ANDERSON cx Z 3 3DATEI VICINITY MAP NTS SHEET INDEX 1. TITLE SHEET 2. ADAMS STREET - STA. 25+69.91 TO STA. 31+57.92 3. AUTO CENTRE WAY SOUTH - STA. 10+00.00 TO 12+76.50 4. LA QUINTA DRIVE - STA. 20+02.74 TO STA. 24+12.00 5. ADAMS STREET - SIGNING AND STRIPING 6. AUTO CENTRE WAY SOUTH - SIGNING AND STRIPING LA QUINTA DRIVE - SIGNING AND STRIPING SOIL'S ENGINEER CERTIFICATE THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECEIVED THIS STREET PLAN AND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT BY SLADDEN ENGINEERING, PROJECT NO. 544-17122, REPORT NO. 17-05-220, DATED JUNE 9, 2017, AND UPDATE LETTER DATED AUGUST 8, 2020. SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, SUITE F CA 92203 QROVESS/pN q�Fy (760) ���� /� BIR L. ti ANDERSON cx Z 3 3DATEI No. C45389 12 Exp. 9/30/20 n IL DERN BR L.- SO *� ENGNIEERING \* CE 45389 TF OF CAL F OWNER / DEVELOPER SLF- ADAMS STREET, LLC 2 PARK PLAZA, SUITE 700 IRVINE, CA 92614 (949) 417-1396, CONTACT: CARTER MCLARAND o41865 Boardwalk M ORSE Suite 218 Palm Desert, CA 92211 S C H U L T Z Voice: 760-674-5776 cher h8mdmonsultin .net 9 9 PLANNERS ENGINEERS SURVEYORS SCALE: PER PLAN B E N C H M A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) Y NGS BRASS DISK IN LARGE ROCK, STAMPED "77467', 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. NOTE: ALL ON-SITE STREETS ARE PRIVATE BASIS OF BEARING BEARING HEREON ARE BASE ON THE CENTERLINE OF ADAMS STREET AS SHOWN ON PARCEL MAP NO. 37193, ON FILE IN BOOK 243, PAGES 38 AND 39, OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, BEING NORTH 0'20'08" WEST. ASSESSOR'S PARCEL NO.'S 600-340-048-1 an UNDERGROUND UTILITIES M 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. Z V F N Z J a H Z W 2 W O WDID # 7 33C392041 a IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA OFFSITE STREET IMPROVEMENT PLANS 1 w TRACT N0.37359 -The Centre at La Quints sHT. OF 6 SHTS. TITLE SHEET w A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M.LL LL FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. 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NM NN■M■m .MMM■M■MMMM■MMM■■M■■■M■■■MMNNNM���■N�■N■MM■N■ - _-._ _No0__���� 0 0; o� gm M Coco ADAMST - ET ' _1 _ ..LI I �r 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 10+00 11+00 PLAN SCALE m m M = U U W m w m W J CONSTRUCTION NOTES REMOVAL NOTES li U N � H LNi_ B J H E2 ONi H L� tD W J op p ~ L to t0 1 p^p - ro N c 4 _ COt0 t i W J t^o Ot CONST. 4" AC OVER 6" CAB PER CITY STD. PLAN NO. 195, ci�Co Co O t0� WM �� ZO + z o N cV + o "'• - 1 0 M r�i Z. oto �-i ri 2 ±'� rri rri + o o (CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) 1❑ SAWCUT AND REMOVE AND ASPHALT PAVEMENT EXISTING MEDIAN CURB, N o rn � 42 NLO 1:0 �+ M n co �o ro <o <o M U0 � � cy' �IXISTING MEDIAN CURB, 01 ❑2 SAWCUT AND REMOVE EXISTING CURB AND GUTTER PROTECT IN PLACE - I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _----------------- PROTECT IN PLACE Q CONST. 6" CURB AND GUTTER PER CITY STD. PLAN N0. 2 Ir-----------------------------------------------__________ ___ _ __ __-- _ --- ___- C8 _ _ _ 3 CONST. 6" MEDIAN CURB PER CITY STD. PLAN N0. 210 ❑3 SAWCUT AND REMOVE EXISTING MEDIAN CURB _ C6 3 -_ = Q5 CONST. CROSS GUTTER PER CITY STD. PLAN N0. 230 AND 231 (W=6 ) ® REMOVE EXISTING MEDIAN LANDSCAPE 29 50 4 30+00 30+50 4 31 i4 _FSo= EXISTING MEDIAN CURB, © CONST. 6' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 ❑5 REMOVE EXISTING CONCRETE SIDEWALK L3 ' PROTECT IN PLACE rn C4 3 C6 C7 _. � � Q7 CONST. ACCESS RAMP PER CITY STD. DWG. N0. 250, CASE A -_ _ --�- - - - _ - = _ _ _ - _ _ - ® CONST. GUTTER DEPRESSION PER CITY STD. DWG. NO. 330, CASE 8 EXISTING MEDIAN CURB, PROTECT IN PLACE EXISTING MEDIAN CURB � - LEGEND PROTECT IN PLACE _ L� 1 - `� - L� I 16 ADAMS STREET - MEDIAN DETAIL Q :2 w M" II I I I I PROPOSED ASPHALT PAVEMENT Z ( (� �W �� �r oW �� Q U II I �x n N ' Mx 33+56.87 ADAMS STREET= II I w I I PROPOSED CONCRETE SIDEWALK N I I II N C14 C14 N c6¢ 10+00.00 AUTO CENTER DR. CID ��a�� �o/�, rn�37183 N� ^ � �" rn F_ U_ 64.89 Fs I ' W I I EXISTING ASPHALT PAVEMENT TO BE REMOVED II M.S. 217/1 9-82 29+01.66 ADAMS STREET= � to m � �� � LO Ia J Q I I I I 10+00.00 ACACIA WAY +� + o u + 4 ri Q I \ - �� 62.36 FS - Nw 0) r) - - - - --- - ---- - - - - - - - - - - - - -� j EXISTING OVERHEAD ELECTRIC, PROTECT IN PLACE ==1 EXISTING CURB & GUTTER = ADAMS STREET 1 3� tFes- - - �l -�15G W - ---- -I---W--------------------- ---5.� -- -- 6-----6N, F°s- --- EXISTING MEDIAN CURB EXISTING SEWER MAIN, PROTECT IN PLACE l 6L `" �`6tia5 SEE MEDIAN DETAIL ABOVE Qri ` �gLl EXISTING MEDIAN CURB ` gl TT --- -- -- -- --- --------- - - - - - - --- I _- _�----_-_- -_ _._ ____ _�.� �___ _. ._ _-_ -___- - - 30+00 31 _ --32 00= - - I 34+00 +DO 25+00 26DO 27DO 2800 29 # EXISTING MEDIAN CURB 6815 S ` C 8 23+31.90 �6 FS �-EXISTING MEDIAN CURB S �S G _ o� _ ��Tc- I SG 8615GS - - - - - GTE MH k8 5 ky5 SG 2 8�l 9� gF 6� 21' CB23+38.90 ADAMS ST.=SG 02�_L-- - -� - 551 - - - - ool -_ -GTEEONDUFf 551 - -lvl 6tio1 F - -- X8 - 516gL -�63 - X51 F �N`t1 .F�. 68 F� ` ONO F� l°SIF� Cl `° 0 F 2 1 1 X61 F `6� 051E 1 `6ti. 6�yL 56�R9 6ti55 ,rj� �.6' 6' l 9 �) r� 1 2 12+92.79 LINED 69' 6 6 51 0l - _ �" 051 6 1.551 6ti9 - - - 2 59 EXISTING CURB & GUTTER `5g' _ -- _�60 _=L1�6�-=_ �_ - -_ X61-- `tee- 5 16ti= c = s l` = = l`= Z_ _ _ = 16�� - p? i 7 29+55.07 ECR - EXISTING IID CONDUIT 5 6 - - - - 43.00' RT. EXIST. IID VAULT N i 11 N I 6 I I -4 1:.1! 2 R (R9 ARl TC (Ri A51 A 1\ I I \ I MATCH LINE I CURVE DATA DATA DELTA RADIUS LENGTH 705'53• 320.00' CURB.. C2 10915'28" - - 28+42.75 BCR 1 10+72.83 BCR 35.00' STORM DRAIN LINED m v , v w m w 53.00' RT. 43'56'44• 61.96 TC, 61.46 FL 30.68' SEE STORM DRAIN PLANS a, N F ��, a, ■®MM■■ 170.00' 10+90.64 MATCH LINE U � J U U co CID+ W O rn ` ` ^ ^ Mo b M M NNMN 62.35 TC, 61.85 FL M o m N� �w ■ co C) o CD N X)10 t0 o M o o N u7 t0 Co 62.50 TC, 62 00 FL SEE ONSITE STLIMP. PLANS riW �O� i. z o rn o: I �W O^ 1, +? O c rn IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ONONE �// // I ! / /1\1 It 10+93.75 MATCH LINE ■ )O MLL7 Lo N� P"" . = M■■N MN OFFSITE STREET IMPROVEMENT PLANS � ACACIA WAY 62.48 FS M .. ■NOS■NM■ LOT 'C' PER P.M.B. 227/92-93 LOT "B' PER P.M.B. 227/92-93 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE 0 `F� �� ■M Palm Desert, CA 92211 TRACT N0. 37359 - The Centre at La Quinta SHT. MMnMN■■ME THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER-, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �� �� EDWARD J. L EXP. DATE 12 31 22 S C H U L T Z Voice: 760-674-5776 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. W =.�' R.C.E. 52496 ■■ _ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT No. 052496 m ■ ebergh®mdwomuning.net ■■ONmom 6 N RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL d Exp. 12-31-22 AP ROVED BY: CITY OF LA QUINTA OF SHTS. REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * * PLANNERS ENGINEERS SURVEYORS 'A ACACIA WAY STA 10+00.00 TO STA. 10+93.75 Lu - - . : - : - `r�yGIVIL �Q' -- Z Iii - MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER MEASURES ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE OF OALTE ME SCALE: PER PLAN B E N C H M A R K: CITY OF LA QUINTA NO. N■SS■SOON LL UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE BRY MCKINNEY DATE - N■1®NMNMOCENTERLINE - 1 � CITY ENGINEER ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS � CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY:. R.C.E. NO. 49418 EXP: DATE: 9/30/2022 DATE: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W-0. NO: O FNM i■■�■�Nr�■■N■■■ �M �■■MOON■■ NM■MMNM■■ ■■■■■NN ■■MOOS M■N■■M MO■M■t■MEMO ■OO■O■MMNmom M■■■O■MMMNNMMIi ■■■NMMNN■■NMN■■■NN ■ ■MMI ■ ■N ISPROHLE SCALES I CURVE DATA DATA DELTA RADIUS LENGTH 705'53• 320.00' co C2 10915'28" - - 28+42.75 BCR 1 10+72.83 BCR 35.00' STORM DRAIN LINED m v , v w m w 53.00' RT. 43'56'44• 61.96 TC, 61.46 FL 30.68' SEE STORM DRAIN PLANS a, N F ��, a, 61.61 TC, 61.11 FL 170.00' 10+90.64 MATCH LINE U � J U U co CID+ W O rn ` ` ^ ^ Mo b M M 62.35 TC, 61.85 FL M o m N� �w CD to CO o N oto to co C) o CD N X)10 t0 o M o o N u7 t0 Co 62.50 TC, 62 00 FL SEE ONSITE STLIMP. PLANS riW �O� i. z o rn o: I �W O^ 1, +? O c rn IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA �// // I ! / /1\1 It 10+93.75 MATCH LINE N� ��� 0 --i )O MLL7 Lo N� P"" . M 0 R S E Suite 218 OFFSITE STREET IMPROVEMENT PLANS n 2 ACACIA WAY 62.48 FS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY oQROFESS/pN9l J• LOT 'C' PER P.M.B. 227/92-93 LOT "B' PER P.M.B. 227/92-93 II- III =Q 40 20 0 40 80 120 P.M. 21525-2 P.M.E. 194/72-75 GRAPHIC SCALE CURVE DATA DATA DELTA RADIUS LENGTH C1 705'53• 320.00' 39.64' C2 10915'28" 35.00' 61.24' C3 84'33'51" 35.00' 51.66' C4 43.56'44" 10.00' 7.67' C5 43'56'44• 40.00' 30.68' C6 180'00'00" 2.00' 6.28' C7 1 11'24'14" 1 170.00' 1 33.84' C81 11'24'14" 1 177.00' 1 35.23' II- III =Q 40 20 0 40 80 120 P.M. 21525-2 P.M.E. 194/72-75 GRAPHIC SCALE COURSE DATA # BEARING DISTANCE L1 N 645'45* E 41.23' L2 N 0'20'08" W 152.84' L3 N 0'20'08" W 118.80' L4 N 11'44'22" W 36.16' II- III =Q 40 20 0 40 80 120 P.M. 21525-2 P.M.E. 194/72-75 GRAPHIC SCALE I:\9UUUU\IMPLANS\NF- U2 )/n, PARCEL 1 p WDID # 7 33C392041 a UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PREPAR UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA DATE: 3 3. . M 0 R S E Suite 218 OFFSITE STREET IMPROVEMENT PLANS n 2 w ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY oQROFESS/pN9l J• OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE 0 `F� �� Palm Desert, CA 92211 TRACT N0. 37359 - The Centre at La Quinta SHT. LU THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER-, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �� �� EDWARD J. L EXP. DATE 12 31 22 S C H U L T Z Voice: 760-674-5776 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. W =.�' R.C.E. 52496 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT No. 052496 m ebergh®mdwomuning.net ADAM STREET STA 25+69.91 TO STA. 31(57.92 6 N RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL d Exp. 12-31-22 AP ROVED BY: CITY OF LA QUINTA OF SHTS. REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * * PLANNERS ENGINEERS SURVEYORS 'A ACACIA WAY STA 10+00.00 TO STA. 10+93.75 Lu EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM `r�yGIVIL �Q' -- Z Iii - MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER MEASURES ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE OF OALTE SCALE: PER PLAN B E N C H M A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) LL UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE BRY MCKINNEY DATE 3° NGS BRASS DISK IN LARGE ROCK, STAMPED °Y146Y, DOWN 0.1', LOCATED A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CITY ENGINEER ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS � CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY:. R.C.E. NO. 49418 EXP: DATE: 9/30/2022 DATE: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W-0. NO: O I:\9UUUU\IMPLANS\NF- U2 )/n, PROFILE SCALES HOFdZ.1'-40' VERT. T-4 PLAN SCALE r -4o' I DOSTING „;TOP OF , `_ UO Un dZ0�0 OO 0_ S=Oi0064 -- -- M.O.C.-C. C8 67.25 TC PROPOSE N' H 66.42 FL SURFACE EXISTING FINISH -- SURFACE ®ILI -' d - DATA # I -- LENGTH :� - -4a oCq N mIi cp o�3 38.00' 0 oirn ^lco.xiao 00 Lf _ Q ,+?li 4 M� O OOI �3 O O! u + U 1nH Gil MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER �� UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING rtoN RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. _. +N �0: Lf) + Nr- �.a,. N EXISTING uI _.+two . M 1� tC tG 1` I- M.O.0 = S=0.01 to to Co .N- m RIGHT OF WAY PER STREET It CB NO. 12 S=O. 2 -- VACATION LAD 2018-0004, 67.25 TIC ` I 5=0.0138 tEXISTING REC. MARCH 17, 2021 AS 66.42 FL DOC. NO. 2021-0169965. MEDIAN ISLAND 1 PROTECT IN PLACE FLOWLINE FOR TRACT NO. 37359. BACK OF CURB L=18 22' L=81.89' O.C. D.C. > PROPOSED TOP OF EASTERLCURB48I PROPOSEDEDGE OF PAVEMENT TO BE INSTALLED PER PRECISE GRADING PLANS. ti 62.31 TC m c� z r- M F PRC O I o - ori OT LO UN I reA �F aD n'.� C3 O # CO W :O EMMEM ■■N 1- '0 cvo E56 LO 00 EXIST. LANOSCAP__ PROTECT IN PLACE' -TRUCK APRON SEE DETAIL HERON PING ENHANCED PAVEMENT 'ROTECT IN PLACE NE ■ ■■■■■■4 �7■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ � ■■■■■■■■■■- ��■■■■■■■■■■■■■■■■ ■■■■ _ MMM■■■■■■■■ 11IFT3111M IFIRIMa long ® LOCAL DEPRESSION DETAIL CATCH BASIN NO. 12 TRUCK APRON REMOVAL NOTES P.M. 28525-2 W P.M. 2��2��I DETAIL W Ef] SAWCUT AND REMOVE AND ASPHALT PAVEMENT P.M.D. V4/72-75 UQ� P.M.B. 193/95-87 U / © REMOVE EXISTING CONCRETE DRIVEWAY APPROACH PARCEL I U J / / PARCEL / �// // ❑7 REMOVE EXISTING 24 CONCRETE PAVEMENT BORDER, X .3 EXISTING ENHANCED PAVEMENT PROTECT EXISTING TYPE D CURB IN PLACE. o%� J Q / PROTECT IN PLACE J Q / ® REMOVE EXISTING CONCRETE PAVERS 4} Cn w o r-- m EXISTING CONCRETE RIBBON z rn �- "- v v + i� _ \ GUTTER, PROTECT IN PLACE i� \ c� '�' °i ---� ¢ / / i �/ \ \ \ 10+00.00 AUTO CENTER WAY SOUTH= / \ \ \ \ 10+00.00 AUTO CENTER WAY SOUTH= ao o r, r, N o � c^o + 0606 W a- / X \ \ \ 15+28.75 AUTO CENTER DRIVE / C z ` \ \ 15+28.75 AUTO CENTER DRIVE a o 0' �` / ° (71.8) FS / ® g ° 70.52 TC (71.8) FS N `" a \ \\ 7 10 (69..\99) FSCONSTRUCTION NOTES \ \\ 6 \ - - - - C1 - - - 154.55' 10+99.12 , •: i.: \ - h''""' .. i.< \ . \ 1 1 Ot CONST. 4 AC OVER 6" CAB PER CITY STD. PLAN NO. 195, 2 69.53 TC LANDSCAPE - 1 i `\� CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION AUTO; CENTRE WAY SOUTH N x9.122, s 8 MEDA\N `" t>.r' ) 10 -❑1 12 OO N 0'20'06 W 276.1 CONST. 6' CURB AND GUTTER PER CITY STD. PLAN N0. 201 J C1 L"'i _ _ 12tOO _ _ _ _ _-N1= 70.00 ' ® CONST. 24' WIDE CONCRETE DRIVEWAY APPROACH PER CITY / 12+76.50 12+31.68 BC `'__ _. 1 0.51 TC' `::; AUTO STD. PLAN NO. 221 RAD..50 ,O e el (s ss) Fs �° CENTRE �' P 6 AUTp CENTRE / PT.C3 115 63 17.52 �C$`1 e•.� h//4Y� -' , 7 VI/AY © CONST. 6 CONCRETE SIDEWALK PER CITY STD. PLAN N0. 4; NORTH �:` NORTH 24o AND 241 Lam' � ��j/ +, CONST. GUTTER DEPRESSION PER CITY STD. PLAN N0. 330. g EX. R/W (L Ly\ \ 69.85) TC :.< 4.._ ter:_ , •• �r� % % �- �r� Q9 CONST. 12" WIDE TRUCK APRON CONCRETE CURB PER '� 68.9) FLP •...,.:•• .. j \\ ''."...K_:� `'� 9 / 17 :.: �u_ v qa a a DETAIL SHOWN WITHIN SECTION A -A HEREON. 00 `a• (69.92) C / / �� / / \Y \ 70 49 TC �� / / 10 CONST. T PCC OVER 6' CLASS 2 AB PER DETAIL SHOWN �� ^ �� ���� `® 6 .4 FL69.96 WITHIN SECTION A -A HEREON. IGHT OF WAY M'0� aowion ��qN\ IICATION ON �+, �� +z oco ¢ o+ C) m \\ �// AP NO. 37359. to to o X o co co 3 i SEE TRUCK APRON DETAIL \ / MOAT AT RIGHT HEREON L� �� LEGEND / �6 .04� FL/1 _1�-'�� l �j l /1 _1L ul° 3�9g3 TRACT BOUNDARY % PROPOSED ASPHALT PAVEMENT P°l�� p°til° �� � 'i I/ M P°(tu .B. 243/36-39 PRC P.M.B. 193/85-67 � PROPOSED CONCRETE PAVEMENT C5 69.2 z PARCEL 1 68.67; FL PARCELI 2 12" 14.00' 34.00' TO RAD PT JOIN EXISTING, EXISTING LANDSCAPE, PROPOSED CONCRETE SIDEWALK V CONC. PAVERS 70.50 TC PROTECT IN PLACE EXISTING ASPHALT PAVEMENT TO BE REMOVED L_ � VARIES 1.0%-2.0% , VARIES (�)-- i qc to -- -T i i - Q ------ ----- -- J _ _ _ _ EX. 6" TYPE D CURB, d 2- 4 #4 BARS®18"O.C. TRUCK APRON 10 PROTECT IN PLACE Z EX. CONCRETE PAVERS Bq S (BOTH WAYS) 7" PPC OVER W PROTECT IN PLACE 9 6' CLASS 2A.B. SECTION A- A > (NTS) 0 WDID # 7 33C392041 a PRE PAR D UNDER THE DIRECTION OF:41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ROFESS/Oy9� DATE: 3 3� . M 0 R S E Suite 2,8 OFFSITE STREET IuIPROVEMENT PLANS 3 w 0 �• Palm Desert, CA 92211LU _ EDWARD J. TH 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. No. 052496m R.C.E. 52496 cberghOmdsconsulting.net �j .p. 12-31-22 r APP OVED BY: CITY OF - QUINTA AUTO CENT WAY SOUTH OF `6 SHTS. W �J©� PLANNERS ENGINEERS SURVEYORS P 7 c STA 10+00.00 TO STA. 12+76.50 1 � \ VI r c - R CITY OF LA UINTA N0. 060 ELEV. 94.361 NAVD83 CALIF 16- BRYANMCKINNEY DATE SCALE: PER PLAN BENCH M A K. Q ( ) 3" NGS BRASS DISK IN LARGE ROCK, STAMPED "Y746TLL, DOWN 0.1', LOCATED A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. LL CITY ENGINEER ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS IL R.C.E. NO. 49418 EXP. DATE: 9/30/2022 DATE: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP-03 3/25/21 CURVE DATA # DELTA RADIUS LENGTH CI P.M. 37193 Z 25.00' 11.00' C2 246'57'39" 38.00' P.M.B. 243/30-39 m C3 41'45'08" 25.00' 18.22' C4 54!25'06" 35.00' 33.24' C5 60'1417 35.00' PARCEL 2 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK I REVISIONS APPR. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONCERNED BEFORE STARTING WORK. I DESIGNED BY: DRAWN BY: CHECKED BY: EXISTING R/W---,, 1 1 �� M.O.0 = RIGHT OF WAY PER STREET It CB NO. 12 VACATION LAD 2018-0004, 67.25 TIC ` REC. MARCH 17, 2021 AS 66.42 FL DOC. NO. 2021-0169965. PROP. 18" RCP PER STORM DRAIN PLANS FLOWLINE FOR TRACT NO. 37359. BACK OF CURB > PROPOSEDEDGE OF PAVEMENT TO BE INSTALLED PER PRECISE GRADING PLANS. 62.31 TC 62.81 FL PRC PROPOSED PERIMETER WALL & PEDESTRIAN GATE TO BE INSTALLED PER ROUGH GRADING Tom, ~ 1 PLANS. SEE LANDSCAPE ARCHITECT PLANS 62.27 TC C FOR MATERIALS AND ADDITIONAL DETAILS. 61.44 M.O.C. _ C CB NO. 12 67.25 TC, 66.42 FL 3 P.M. 37193 62.27 TC P.M.D. 243/39-39 61.44 FL PARCEL 2 62.31 TC 11.5' ® LOCAL DEPRESSION DETAIL CATCH BASIN NO. 12 TRUCK APRON REMOVAL NOTES P.M. 28525-2 W P.M. 2��2��I DETAIL W Ef] SAWCUT AND REMOVE AND ASPHALT PAVEMENT P.M.D. V4/72-75 UQ� P.M.B. 193/95-87 U / © REMOVE EXISTING CONCRETE DRIVEWAY APPROACH PARCEL I U J / / PARCEL / �// // ❑7 REMOVE EXISTING 24 CONCRETE PAVEMENT BORDER, X .3 EXISTING ENHANCED PAVEMENT PROTECT EXISTING TYPE D CURB IN PLACE. o%� J Q / PROTECT IN PLACE J Q / ® REMOVE EXISTING CONCRETE PAVERS 4} Cn w o r-- m EXISTING CONCRETE RIBBON z rn �- "- v v + i� _ \ GUTTER, PROTECT IN PLACE i� \ c� '�' °i ---� ¢ / / i �/ \ \ \ 10+00.00 AUTO CENTER WAY SOUTH= / \ \ \ \ 10+00.00 AUTO CENTER WAY SOUTH= ao o r, r, N o � c^o + 0606 W a- / X \ \ \ 15+28.75 AUTO CENTER DRIVE / C z ` \ \ 15+28.75 AUTO CENTER DRIVE a o 0' �` / ° (71.8) FS / ® g ° 70.52 TC (71.8) FS N `" a \ \\ 7 10 (69..\99) FSCONSTRUCTION NOTES \ \\ 6 \ - - - - C1 - - - 154.55' 10+99.12 , •: i.: \ - h''""' .. i.< \ . \ 1 1 Ot CONST. 4 AC OVER 6" CAB PER CITY STD. PLAN NO. 195, 2 69.53 TC LANDSCAPE - 1 i `\� CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION AUTO; CENTRE WAY SOUTH N x9.122, s 8 MEDA\N `" t>.r' ) 10 -❑1 12 OO N 0'20'06 W 276.1 CONST. 6' CURB AND GUTTER PER CITY STD. PLAN N0. 201 J C1 L"'i _ _ 12tOO _ _ _ _ _-N1= 70.00 ' ® CONST. 24' WIDE CONCRETE DRIVEWAY APPROACH PER CITY / 12+76.50 12+31.68 BC `'__ _. 1 0.51 TC' `::; AUTO STD. PLAN NO. 221 RAD..50 ,O e el (s ss) Fs �° CENTRE �' P 6 AUTp CENTRE / PT.C3 115 63 17.52 �C$`1 e•.� h//4Y� -' , 7 VI/AY © CONST. 6 CONCRETE SIDEWALK PER CITY STD. PLAN N0. 4; NORTH �:` NORTH 24o AND 241 Lam' � ��j/ +, CONST. GUTTER DEPRESSION PER CITY STD. PLAN N0. 330. g EX. R/W (L Ly\ \ 69.85) TC :.< 4.._ ter:_ , •• �r� % % �- �r� Q9 CONST. 12" WIDE TRUCK APRON CONCRETE CURB PER '� 68.9) FLP •...,.:•• .. j \\ ''."...K_:� `'� 9 / 17 :.: �u_ v qa a a DETAIL SHOWN WITHIN SECTION A -A HEREON. 00 `a• (69.92) C / / �� / / \Y \ 70 49 TC �� / / 10 CONST. T PCC OVER 6' CLASS 2 AB PER DETAIL SHOWN �� ^ �� ���� `® 6 .4 FL69.96 WITHIN SECTION A -A HEREON. IGHT OF WAY M'0� aowion ��qN\ IICATION ON �+, �� +z oco ¢ o+ C) m \\ �// AP NO. 37359. to to o X o co co 3 i SEE TRUCK APRON DETAIL \ / MOAT AT RIGHT HEREON L� �� LEGEND / �6 .04� FL/1 _1�-'�� l �j l /1 _1L ul° 3�9g3 TRACT BOUNDARY % PROPOSED ASPHALT PAVEMENT P°l�� p°til° �� � 'i I/ M P°(tu .B. 243/36-39 PRC P.M.B. 193/85-67 � PROPOSED CONCRETE PAVEMENT C5 69.2 z PARCEL 1 68.67; FL PARCELI 2 12" 14.00' 34.00' TO RAD PT JOIN EXISTING, EXISTING LANDSCAPE, PROPOSED CONCRETE SIDEWALK V CONC. PAVERS 70.50 TC PROTECT IN PLACE EXISTING ASPHALT PAVEMENT TO BE REMOVED L_ � VARIES 1.0%-2.0% , VARIES (�)-- i qc to -- -T i i - Q ------ ----- -- J _ _ _ _ EX. 6" TYPE D CURB, d 2- 4 #4 BARS®18"O.C. TRUCK APRON 10 PROTECT IN PLACE Z EX. CONCRETE PAVERS Bq S (BOTH WAYS) 7" PPC OVER W PROTECT IN PLACE 9 6' CLASS 2A.B. SECTION A- A > (NTS) 0 WDID # 7 33C392041 a PRE PAR D UNDER THE DIRECTION OF:41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ROFESS/Oy9� DATE: 3 3� . M 0 R S E Suite 2,8 OFFSITE STREET IuIPROVEMENT PLANS 3 w 0 �• Palm Desert, CA 92211LU _ EDWARD J. TH 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. No. 052496m R.C.E. 52496 cberghOmdsconsulting.net �j .p. 12-31-22 r APP OVED BY: CITY OF - QUINTA AUTO CENT WAY SOUTH OF `6 SHTS. W �J©� PLANNERS ENGINEERS SURVEYORS P 7 c STA 10+00.00 TO STA. 12+76.50 1 � \ VI r c - R CITY OF LA UINTA N0. 060 ELEV. 94.361 NAVD83 CALIF 16- BRYANMCKINNEY DATE SCALE: PER PLAN BENCH M A K. Q ( ) 3" NGS BRASS DISK IN LARGE ROCK, STAMPED "Y746TLL, DOWN 0.1', LOCATED A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. LL CITY ENGINEER ABOUT 22.5' SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS IL R.C.E. NO. 49418 EXP. DATE: 9/30/2022 DATE: MARCH, 2021 FROM THE CUFF HOUSE ENTRANCE. FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP-03 3/25/21 40 20 0 40 80 120 GRAPHIC SCALE UNDERGROUND UTILITIES CURVE DATA # DELTA RADIUS LENGTH CI 25'12'32' 25.00' 11.00' C2 246'57'39" 38.00' 163.79' C3 41'45'08" 25.00' 18.22' C4 54!25'06" 35.00' 33.24' C5 60'1417 35.00' 36.80' 40 20 0 40 80 120 GRAPHIC SCALE UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK I REVISIONS APPR. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONCERNED BEFORE STARTING WORK. I DESIGNED BY: DRAWN BY: CHECKED BY: COURSE DATA # BEARING DISTANCE L1 I N 76'33'30" W 40.38' UNDERGROUND UTILITIES CURVE DATA � ; # DELTA RADIUS LENGTH C1 85'05141" 35.00' 51.98' C2 0'55'30" 318.00' 5.13' C3 90'19'35" 35.00' 55.18' C4 3'05'39" 300.00' 16.20' COURSE DATA # BEARING DISTANCE L1 I N 76'33'30" W 40.38' UNDERGROUND UTILITIES 26+00 25+00 24+00 I � ; PI=61.95 1 I iJ EDWARD J. L H EXP. DATE 12/31/22 R.C.E. 52496 APPROVED BY: CITY OF LA QUINTA -IA ` /"1 Z . BRYAAMCKINNEY DATE CITY ENGINEER R.C.E. NO. 49418 EXP. DATE: 9/30/2022 CNI G I + i M DI DESIGNED BY: DRAWN BY: CHECKED BY: p�U.�H cli [V N �NMMMM '7'INN N NI , N t0 N C11 ttD 26+00 25+00 24+00 O 0 (S=0.0063))_- � ; E i iJ EDWARD J. L H EXP. DATE 12/31/22 R.C.E. 52496 APPROVED BY: CITY OF LA QUINTA -IA ` /"1 Z . BRYAAMCKINNEY DATE CITY ENGINEER R.C.E. NO. 49418 EXP. DATE: 9/30/2022 CNI G I + i M DI 26+00 25+00 24+00 R O 0 (S=0.0063))_- � ; E i EDWARD J. L H EXP. DATE 12/31/22 R.C.E. 52496 APPROVED BY: CITY OF LA QUINTA -IA ` /"1 Z . BRYAAMCKINNEY DATE CITY ENGINEER R.C.E. NO. 49418 EXP. DATE: 9/30/2022 CNI G I + i M DI DESIGNED BY: DRAWN BY: CHECKED BY: R 23+00 22+00 O■■ IMENEMEMEM ONO■■■■■ NO IN MESON SOME NOOSE looms SMOM■MN■MM IMM■■MMEN ■®■M■■■■■MOMM■MEMO MEM �■M ■M■MNMMNMMMMNMN■MMM■MM EXISTING WATER MAINS TO BE REMOVED PER TRACT NO. 37359 WATER i i i i i i I IMPROVEMENT PLANS. SEE ONSITE STREET IMPROVEMENT rn PLANS FOR TRACT NO. 37359 i I I I I i I UCDP.M. 37193 ------- P.M.B. 243/30-39 W W g - " / I z s PARCEL 3LL' co — F- U- U ¢1Z I Q PROP. SO PER TR. 37359 0 "A r z "' c�i N o N OO aO �� n L O Mn U �C.1 STORM DRAIN PLANS + N ci \\' + v ',' + U +� m PROP. `o ~ w rnl oo W 2 1 / to , nc M ci �\ N r-� N .�� PERIMETER WALL o r� �' rn ,: ^ ,��-`�i cpm P.M. 3/%193 --� / EXISTING R/W & c� �••�. ; A`, NcP m EXISTING 6' + 'o i a o 0 -- ---- ------ CT BOUNDARY „'�r 20 �`: PROTECT IN SID "' `� r^ ^ P.M.B. 243/36-39° N 0 20'08" W 1443.79' — — —— _ _ il� 2 7 (D `�� PARCEL 2 IF J — 1 ---- _e +34.7 I N 1 I 1 A=13'46'38 z2+oo N �3 g tJ LI 3+00 " 5 7 0 I 1 I zs+oo 2a+oo N (T20'08" W 210.22' k 8 23+05.336 ECL=252.48 _ z �— Ww _ 21+00 2 d�24' 5 ' 52. 5� i= -- — — EXISTING 18" STQRM DRAIN = o — ~' 0) 1 20+ \ \ EXISTING BURIED 1 1 PER COLQ PLAN SET 02097, I ( �_ _— _ — r; R=105p 00' Oo IID CONDUIT, PROTECT IN PLACE ; ( r — — — — — — — —I EXISTING BURIED — SSS \ I 1 I IID CONDUIT �� 36' \ \ 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. 17+00 13' F 1F REMOVAL NOTES ❑1 SAWCUT AND REMOVE AND ASPHALT PAVEMENT ❑2 SAWCUT AND REMOVE EXISTING CURB AND GUTTER ❑5 REMOVE EXISTING CONCRETE SIDEWALK EST CURB PROFILE SCALES HORIZ.1'-40' VERT.1'-4 PLAN SCALE r -4o' CONSTRUCTION NOTES Q1 CONST. 4" AC OVER 6" CAB PER CITY STD. PLAN NO. 195, CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) Q2 CONST. 6" CURB AND GUTTER PER CITY STD. PLAN NO. 201 O CONST. CROSS GUTTER PER CITY STD. PLAN NO. 230 AND 231 (W=6') © CONST. 6' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 Q7 CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE A ® CONST. GUTTER DEPRESSION PER CITY STD. DWG. NO. 330 U I LEGEND PROTECT IN PLACE �\ ,9+0o fo3 3 ti ��-------------------------------------- ���\\ \ �\ �j D PROPOSED ASPHALT PAVEMENT ----- =-------------------------=---- \ \ \ M EXISTING 6(" STORM DRAIN � o� ���� \�O PER COLQ PLAN SET 03034, � IP. M . 28525-2 ? 3 \ �\\ \ \� � PROPOSED CONCRETE SIDEWALK Z 11 P.M.B. 194/72-75 v� ��� v I 3 v \�� EXISTING ASPHALT PAVEMENT TO BE REMOVED I ! PARCEL 7 CO o NC-rn CO) 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. O 0 (S=0.0063))_- F CS CV v — — — PREPAR UNDER THE DIRECTION OF: DATE: 23+00 22+00 O■■ IMENEMEMEM ONO■■■■■ NO IN MESON SOME NOOSE looms SMOM■MN■MM IMM■■MMEN ■®■M■■■■■MOMM■MEMO MEM �■M ■M■MNMMNMMMMNMN■MMM■MM EXISTING WATER MAINS TO BE REMOVED PER TRACT NO. 37359 WATER i i i i i i I IMPROVEMENT PLANS. SEE ONSITE STREET IMPROVEMENT rn PLANS FOR TRACT NO. 37359 i I I I I i I UCDP.M. 37193 ------- P.M.B. 243/30-39 W W g - " / I z s PARCEL 3LL' co — F- U- U ¢1Z I Q PROP. SO PER TR. 37359 0 "A r z "' c�i N o N OO aO �� n L O Mn U �C.1 STORM DRAIN PLANS + N ci \\' + v ',' + U +� m PROP. `o ~ w rnl oo W 2 1 / to , nc M ci �\ N r-� N .�� PERIMETER WALL o r� �' rn ,: ^ ,��-`�i cpm P.M. 3/%193 --� / EXISTING R/W & c� �••�. ; A`, NcP m EXISTING 6' + 'o i a o 0 -- ---- ------ CT BOUNDARY „'�r 20 �`: PROTECT IN SID "' `� r^ ^ P.M.B. 243/36-39° N 0 20'08" W 1443.79' — — —— _ _ il� 2 7 (D `�� PARCEL 2 IF J — 1 ---- _e +34.7 I N 1 I 1 A=13'46'38 z2+oo N �3 g tJ LI 3+00 " 5 7 0 I 1 I zs+oo 2a+oo N (T20'08" W 210.22' k 8 23+05.336 ECL=252.48 _ z �— Ww _ 21+00 2 d�24' 5 ' 52. 5� i= -- — — EXISTING 18" STQRM DRAIN = o — ~' 0) 1 20+ \ \ EXISTING BURIED 1 1 PER COLQ PLAN SET 02097, I ( �_ _— _ — r; R=105p 00' Oo IID CONDUIT, PROTECT IN PLACE ; ( r — — — — — — — —I EXISTING BURIED — SSS \ I 1 I IID CONDUIT �� 36' \ \ 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. 17+00 13' F 1F REMOVAL NOTES ❑1 SAWCUT AND REMOVE AND ASPHALT PAVEMENT ❑2 SAWCUT AND REMOVE EXISTING CURB AND GUTTER ❑5 REMOVE EXISTING CONCRETE SIDEWALK EST CURB PROFILE SCALES HORIZ.1'-40' VERT.1'-4 PLAN SCALE r -4o' CONSTRUCTION NOTES Q1 CONST. 4" AC OVER 6" CAB PER CITY STD. PLAN NO. 195, CONTRACTOR TO VERIFY SECTION PRIOR TO CONSTRUCTION) Q2 CONST. 6" CURB AND GUTTER PER CITY STD. PLAN NO. 201 O CONST. CROSS GUTTER PER CITY STD. PLAN NO. 230 AND 231 (W=6') © CONST. 6' CONCRETE SIDEWALK PER CITY STD. PLAN NO. 240 AND 241 Q7 CONST. ACCESS RAMP PER CITY STD. DWG. NO. 250, CASE A ® CONST. GUTTER DEPRESSION PER CITY STD. DWG. NO. 330 U I LEGEND PROTECT IN PLACE �\ ,9+0o fo3 3 ti ��-------------------------------------- ���\\ \ �\ �j D PROPOSED ASPHALT PAVEMENT ----- =-------------------------=---- \ \ \ M EXISTING 6(" STORM DRAIN � o� ���� \�O PER COLQ PLAN SET 03034, � IP. M . 28525-2 ? 3 \ �\\ \ \� � PROPOSED CONCRETE SIDEWALK Z 11 P.M.B. 194/72-75 v� ��� v I 3 v \�� EXISTING ASPHALT PAVEMENT TO BE REMOVED I ! PARCEL 7 CO o NC-rn CO) 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. ��QRO EJ S/�Nfe n��p�P� l�nyiF� No. 052496 m a Exp. 12-31-22 P �9rF C1VIL\E � CAL PREPAR UNDER THE DIRECTION OF: DATE: EDWARD J. L H EXP. DATE 12/31/22 R.C.E. 52496 APPROVED BY: CITY OF LA QUINTA -IA ` /"1 Z . BRYAAMCKINNEY DATE CITY ENGINEER R.C.E. NO. 49418 EXP. DATE: 9/30/2022 MARK REVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: Z 1 J a r- 40 20 0 40 80 120 Z W 2 LU GRAPHIC SCALE > O WDID # 7 33C392041 a 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA M 0 R S E Suite 218 OFFSITE STREET IMPROVEMENT PLANS 4 w Palm Desert, CA 92211 TRACT N0. 37359 - The Centre at La Quinta SHT. W S C H U L T Z Voice: 760-674-5776 W cberghOmdsconsuffing.net ' L e ` �A DIM STA 20+02.74 TO STA. 24+12.00 OF—6 SHTS. Lu PLANNERS ENGINEERS SURVEYORS ACACIA WAY STA 17+18.50 TO STA. 17+75.08 F SCALE: PER PLAN BEN C H M ARK: CIN OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) N 3" 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. ILL ABOUT 22.5SOUTHERLY OF THE SOUTH CURB FACE OF HIGHWAY 111, ACROSS LCL DATE: MARCH, 2021 FROM THE CLIFF HOUSE ENTRANCE. FOR: SLF—ADAMS STREET LA QUINTA, LLC W.o.No: O I:\90000\IMPLANS\SIP-04 3/25/21 I 29+01.66 ADAMS STREET= n II I U I 10+00.00 ACACIA WAY II I I II I I I I II 10 Jco rn +N L N ADAMS STREET — —EXISTING MEDIAN CURB — — — — — — — — — 23 24+00 2500 — 26+00 2700 — �' 28+00 29 . — — — — _'-` EXISTING MEDIAN CURB_ EXISTING CURB & GUTTER 58- -- — EXISTING R — c o r EXISTING R/W 4� Z 2 C) m p Q < p Q +p + A T ro n ZO) co W N3M dN-n + C7 I N m 00 M a0 Z 5 5 6 N I N W s 1 1. 7 8 1 ACACIA WAY LOT "C` PER P.M.B. 227/92-93 LOT "B" PER P.M.B. 227/92-93 SEE ONSITE STREET IMPROVEMENT PLANS FOR TRACT NO. 37359 FOR ONSITE SIGNING AND STRIPING. HEIGHT AND LATERAL LOCATION OF SIGNS FOR TYPICAL INSTALLATION PER MUTCD 2003, CA SUP. - INCLUDES REGULATORY, WARNING & GUIDE SIGNS - DOES NOT INCLUDE COMBINATION SETS OF SIGNS ON ONE POLE 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. S 'LAN (9 BIKE LANE © R7 -9A 18"Wx12"H 1O R3-2 24" x24" 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. •; Q Y' •{ •i r qaffi' 4 ( W73A 30 x30` ONE WAY 1t W1-6 24" x 24" DESIGNED BY: DRAWN BY; RIGHT LANE MUST TURN RIGHT ® R3-7(RT.) 30" x30" 1Q R4-7 24"Wx30'H CHECKED BY: STOP Q R1-1 36"x36" @ TYPE N OBJECT MARKER 18"x18" 'v' 1 30+00 31 „a _ _ S v \�v ❑i M PR va 00 �-EXISTING R/W EXISTING MEDIAN CURB -EXISTING MED CURB EXIST. INTERS PLACE. 77) FIE z O Q SIGNING & STRIPING CONSTRUCTION NOTES & WANTITIES Q1 PAINT 8" SOLID WHITE CHANNEUZING LINE PER CALTRANS STD. A20D, DETAIL 38 293 LF Q2 PAINT TYPE N (L/R) ARROW PER CALTRANS STD. DWG. NO. A24A 6 EA Q3 PAINT "BIKE LANE" LEGEND PER CALTRANS STD. DWG. A24D 3 EA ® PAINT 12" STOP BAR & "STOP* LEGEND PER CA MUTCD 2014 2 EA 05 SAND BLAST AND REMOVE EXISTING AND/OR CONFLICTING STRIPING 180 LF © INSTALL R26(CA) (NO PARKING ANY TIME) SIGN PER CA MUTCD 2014 3 EA Q7 INSTALL W73A (RIGHT LANE TURNS RIGHT AHEAD) SIGN PER CA MUTCD 2014 10 ® INSTALL R3-7 (RIGHT LANE MUST TURN RIGHT) SIGN PER CA MUTCD 2014 33+56.87 ADAMS STREET= I I W 2 EA 10 INSTALL R3-2 (NO LEFT TURN) SIGN PER CA MUTCD 2014 1 EA 11 INSTALL R6 -1(R) (ONE WAY) SIGN PER CA MUTCD 2014 1 EA 1© INSTALL R4-7 (KEEP RIGHT) SIGN PER CA MUTCD 2014 1 EA INT. AVENUE 47 AND INSTALL TYPE N OBJECT MARKER PER CA MUTCD 2014 � 14 PAINT MEDIAN NOSE REFLECTIVE YELLOW 2 EA 15 EXTEND EXISTING WHITE YIELD LINE PER CALTRANS DETAIL A24E, 1 11 14 1 N H � AUTO CENTRE DRIVE PAINT 12 WHITE CROSSWALK PER CALTRANS DETAIL A24F, BASIC iZ y SAND BLAST AND REMOVE EXISTING SOLID YELLOW LANE EDGE LINE 352 LF 19 SAND BLAST AND REMOVE EXISTING DOUBLE YELLOW LINE W/RPM 336 LF ©0 PAINT DOUBLE YELLOW EDGE LINE, W/RPM PER CALTRANS DETAIL A20B, DETAIL 27 220 LF > I _ I M Z MN_ + + SIR / Q \ W W M Q O+i p N m N CO M0_ M W ��A \—- 0v EXISTING CURB & GUTTER t I — —EXISTING MEDIAN CURB — — — — — — — — — 23 24+00 2500 — 26+00 2700 — �' 28+00 29 . — — — — _'-` EXISTING MEDIAN CURB_ EXISTING CURB & GUTTER 58- -- — EXISTING R — c o r EXISTING R/W 4� Z 2 C) m p Q < p Q +p + A T ro n ZO) co W N3M dN-n + C7 I N m 00 M a0 Z 5 5 6 N I N W s 1 1. 7 8 1 ACACIA WAY LOT "C` PER P.M.B. 227/92-93 LOT "B" PER P.M.B. 227/92-93 SEE ONSITE STREET IMPROVEMENT PLANS FOR TRACT NO. 37359 FOR ONSITE SIGNING AND STRIPING. HEIGHT AND LATERAL LOCATION OF SIGNS FOR TYPICAL INSTALLATION PER MUTCD 2003, CA SUP. - INCLUDES REGULATORY, WARNING & GUIDE SIGNS - DOES NOT INCLUDE COMBINATION SETS OF SIGNS ON ONE POLE 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. S 'LAN (9 BIKE LANE © R7 -9A 18"Wx12"H 1O R3-2 24" x24" 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. •; Q Y' •{ •i r qaffi' 4 ( W73A 30 x30` ONE WAY 1t W1-6 24" x 24" DESIGNED BY: DRAWN BY; RIGHT LANE MUST TURN RIGHT ® R3-7(RT.) 30" x30" 1Q R4-7 24"Wx30'H CHECKED BY: STOP Q R1-1 36"x36" @ TYPE N OBJECT MARKER 18"x18" 'v' 1 30+00 31 „a _ _ S v \�v ❑i M PR va 00 �-EXISTING R/W EXISTING MEDIAN CURB -EXISTING MED CURB EXIST. INTERS PLACE. 77) FIE z O Q SIGNING & STRIPING CONSTRUCTION NOTES & WANTITIES Q1 PAINT 8" SOLID WHITE CHANNEUZING LINE PER CALTRANS STD. A20D, DETAIL 38 293 LF Q2 PAINT TYPE N (L/R) ARROW PER CALTRANS STD. DWG. NO. A24A 6 EA Q3 PAINT "BIKE LANE" LEGEND PER CALTRANS STD. DWG. A24D 3 EA ® PAINT 12" STOP BAR & "STOP* LEGEND PER CA MUTCD 2014 2 EA 05 SAND BLAST AND REMOVE EXISTING AND/OR CONFLICTING STRIPING 180 LF © INSTALL R26(CA) (NO PARKING ANY TIME) SIGN PER CA MUTCD 2014 3 EA Q7 INSTALL W73A (RIGHT LANE TURNS RIGHT AHEAD) SIGN PER CA MUTCD 2014 1 EA ® INSTALL R3-7 (RIGHT LANE MUST TURN RIGHT) SIGN PER CA MUTCD 2014 1 EA Q9 INSTALL R1 (STOP) SIGN (30") PER CA MUTCD 2014 2 EA 10 INSTALL R3-2 (NO LEFT TURN) SIGN PER CA MUTCD 2014 1 EA 11 INSTALL R6 -1(R) (ONE WAY) SIGN PER CA MUTCD 2014 1 EA 1© INSTALL R4-7 (KEEP RIGHT) SIGN PER CA MUTCD 2014 1 EA 13 INSTALL TYPE N OBJECT MARKER PER CA MUTCD 2014 1 EA 14 PAINT MEDIAN NOSE REFLECTIVE YELLOW 2 EA 15 EXTEND EXISTING WHITE YIELD LINE PER CALTRANS DETAIL A24E, 10 LF i 6 EXTEND EXISTING CROSSWALK PER CALTRANS DETAIL A24F, CONTINENTAL 10 LF 17 PAINT 12 WHITE CROSSWALK PER CALTRANS DETAIL A24F, BASIC 220 LF 18 SAND BLAST AND REMOVE EXISTING SOLID YELLOW LANE EDGE LINE 352 LF 19 SAND BLAST AND REMOVE EXISTING DOUBLE YELLOW LINE W/RPM 336 LF ©0 PAINT DOUBLE YELLOW EDGE LINE, W/RPM PER CALTRANS DETAIL A20B, DETAIL 27 220 LF NOTES: 1❑ - EXISTING SIGNING AND/OR STRIPING, PROTECT IN PLACE SEE SHEET 6 FOR DETAILED EXISTING SIGNING AND STRIPING NOTES. QROVESS/pN9 J. ! (� N Fyi PREPARE UNDER THE DIRECTION OF: DATE: .3 3l ZI EDWARD J. L EXP. DATE 12/31/Y2 No. 052496 m R.C.E. 52496 a* Exp. 12-31-22 * AP OVED BY: CITY OF LrA/ fT9 CIVIL T � /UINTA 7 /fv Z F CP CALV NNEY DATE CITY ENGINEER R.C.E. NO. 49418 EXP. DATE: 9/30/2022 mus41865 Boardwalk M 0RSE Suite 218 Palm Desert, CA 92211 C H U L T Z Voice: 760-674-5776 cberghOmdsccmulting.net PLANNERS ENGINEERS SURVEYORS SCALE: PER PLAN B E N C H M A R K: CIN OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) T NGS BRASS DISK IN LARGE ROCK,.STAMPED 'Y1462, 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. 34+0 r SIGNALIZED — PROTECT IN 17 GRAPHIC SCALE WDID # 7 33C392041 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA OFFSITE STREET IMPROVEMENT PLANS TRACT N0.37359 - The Centre at La Quinta SHT. ADAM$ STREET OF 6 SHTS. SIGNING AND STRIPING A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. FOR: SLF—ADAMS STREET LA QUINTA, LLC W.O. NO: I:\90000\IMPLANS\SIP- 05 3/25/21 M Ln M r M O z U a F_ N z J a t— z W 2 W O IX H W W H U) W I -- Cf) N LL LL O SIGNING & STRIPING CONSTRUCTION NOTES ® PAINT 12" STOP BAR & "STOP' LEGEND PER CA MUTCD 2014 Q5 SAND BLAST AND REMOVE EXISTING AND/OR CONFLICTING STRIPING Q9 INSTALL R1 (STOP) SIGN (30") PER CA MUTCD 2014 15 EXTEND EXISTING WHITE YIELD LINE PER CALTRANS DETAIL A24E, 16 EXTEND EXISTING SIDEWALK PER CALTRANS DETAIL A24F, CONTINENTAL 17 PAINT 12" WHITE CROSSWALK PER CALTRANS DETAIL A24F, BASIC SAND BLAST AND REMOVE EXISTING SOLID YELLOW LANE EDGE LINE r18 19 SAND BLAST AND REMOVE EXISTING DOUBLE YELLOW LINE W/RPM ©0 PAINT DOUBLE YELLOW EDGE LINE, W/RPM PER CALTRANS DETAIL A20B, DETAIL 27 UNDERGROUND UTILITIES TRACT BOUNDARY lu W 2a /� U 11 NOTES:p// r // / ❑1 - EXISTING SIGNING, PROTECT IN PLACE o / 51 1 a - EXISTING R4-7 (KEEP RIGHT) W/OBJECT MARKER 1b -EXISTING R1-2 (YIELD) 1c - EXISTING R6-4 (DOUBLE RIGHT CHEVRON) �i I id - EXISTING W11-2 W/W16-7P (PEDESTRIAN CROSSING) 1e - EXISTING W2-6 W/W13-1P 15 (CIRCULAR INTERSECTION, 15 MPH) F1 fl - EXISTING R2-1 25 (SPEED LIMIT, 25 MPH) / p 18 \\ \ \ 19 - EXISTING R7-1 (NO PARKING ANY TIME) — — — — / 9/ T 2e \ \ T \ \ 1h -EXISTING R1 (STOP) - 1i -EXISTING STREET NAME SIGN / ; ` 1c 19 \ \ AUTO CENTRE WAY SOUTH 2i 2d 2b ri >l 2f 1b If ' ; F1 C 0 - EXISTING STRIPING, PROTECT IN PLACE, UNLESS OTHERWISE NOTED la —. 2b - I ��' 1 c ' , ` ^f /2c19 2d 2a - EXISTING YELLOW TWO WAY LEFT TURN LANE (DETAIL 31)-� 2b - EXISTING YELLOW LANE EDGE LINE (DETAIL 24) _ \�\ ° \ 2f 2c - EXISTING WHITE YIELD LINE PAVEMENT MARKER (DETAIL A24E) \18 T TRACT BOUNDARY 1d i6 1b \ 2e _` 2d -EXISTING CROSSWALK (DETAIL A24F, CONTINENTAL) 2e - EXISTING YELLOW LANE EDGE LINE (DETAIL 25A), TO BE REMOVED 2f - EXISTING DOUBLE YELLOW LINE W/RPM, TO BE REMOVED \ \� 1 -bl 2c / Q -EXISTING WHITE LIMIT UNE (DETAIL A24E) 2b � 2h - EXISTING "STOP' LEGEND (DETAIL A24D) .000, 00, -b 2i - EXISTING DOUBLE YELLOW CENTERLINE (DETAIL A20B) / //, / 0 - EXISTING WHITE LANE LINE (DETAIL A20B) / 2d/ 2k - EXISTING TYPE N(L/R) ARROW (DETAIL A20D) 1d 21 - EXISTING CROSSWALK (DETAIL A24F, BASIC) l I r 11 l 2a to 2a LA QUINTA DRIVE — 2a U 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. ACACIA WAY I::I I =i �\ \ \ \ 2 k \ �\ 2 k \ \ 2 1h PRE PAR UNDER THE DIRECTION OF: QROVESS/O V9 DATE: L3 tZ z ti��O�P�o J (�n��E� o Z _ EDWARD J. M011711 EXP. DATE 12/317-22 No. 052496 m R.C.E. 52496 a Exp. 12-31-22 APP OVED BY: CITY OF LA QUINTA *fT9T� CIVIL OF CALIF BRYA MCK NNEY DATE MARK REVISIONS APPR. DATE CITY ENGINEER DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. NO. 49418 EXP. DATE: 9/30/2022 J. Aj4 ti 2 U / j rr tf �Lk 2 /! ❑/ ' F5 Z 2k -t Rh r79 -hi r2hi / lh �r M O R S E S C H U L T Z 41865 Boardwalk Suite 218 Palm Desert, CA 92211 Voice: 760-674-5776 cberghOmdsconsuR{ng.net PLANNERS ENGINEERS SURVEYORS SCALE: PER PLAN I B E N C H M A R K: CITY OF LA QUINTA NO. 080 ELEV. 94.361 (NAVD83) S NGS BRASS DISK IN LARGE ROCK, STAMPED "Y14627, 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. rn Ln M ti M d ( a 40 20 0 40 80 120 Z W W GRAPHIC SCALE WDID # 7 33C392041 a IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA OFFSITE STREET IMPROVEMENT PLANS 6 w TRACT N0.37359 - The Centre at La Quinta SHT. LLJ AUTO CENTER WAY SOUTHI' LA QUINTA DR01`6 sHTs. w SIGNING AND STRIPING ~ A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. LL FOR: SLF-ADAMS STREET LA QUINTA, LLC W.O. NO: LL 0 I:\90000\IMPLANS\SIP-06 3/25/21