The URL can be used to link to this page

946kk_spp1. 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 BY 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 UTILJTIES 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, STRIPING AND MARKINGS. 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 UCENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE OF HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE 11ME PERIOD AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00AAM TO 5:30PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00AM 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 ONLY 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. P REQUITED TO: A FILE A NOTICE OF INTENT (NO[) WITH THE OQNERS/DEVELO ERS ARE EO ) { ) STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE STORM WATER POLLUTION PREVENTION PLAN (SW • TO HAVE MONITORING PLAN FOR THE SITE. PPP ), AND 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. LEGEND A PAVING NOTES i. 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 (LOWERS COURSES): IIIB-B3-PG70-10 THE WEARING COURSE SHALL BE 0.1 FT OR 1.2 INCHES THICK (MINIMUM) INCLUDING MONUMENT GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE N0, 1 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 S 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 1 TRAFFIC H DR ON IT TACK COAT SHALL BE THE A.C. BASE COURSE F iRA AS NE . THE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE SS -1H" CONFORMING TO SECTION 203-1 OF THE STANDARD GREEN BOOK SPECIFICATIONS. THE LI UID ASPHALT SHALL AR UQ UID 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 4 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, SIGNING AND STRIPING NOTES SEE SHEET B. MONMENT NOTES 7 1. NORTHWEST CORNER SECTION 35 FD. 2" x T & TACK, ON. 0.1', SET OVER Y BRASS DISK, DN. 1.0' STMPD 'B.O.R.", PER COUNTY OF RIVERSIDE - INDIO SURVEY TIES PER SURVEY #D-6071 F.B. D-17 PAGE 53 AND R.S. 18/56; R.S. 84/4-6; R.S. 111/95; AND C.R. 89-312 2. WEST 1/4 CORNER SECTION 35 FD. RR SPIKE ON. 0.3', SET OVER 1 i/4" I.P. WITH COUNTY SURVEYOR TAG PER COUNTY OF RIVERSIDE -INDIO SURVEY TIES PER SURVEY #D-8071 F.B. D-17 PAGE 51 AND R.S. 51/62; P.M. 79/43; R.S. 84/4-6; R.S. 111/95.; AND RIV. CO. T.B. 69/126 3. CENTER 1/4 SECTION 35 FD. 2" x 2" & TAG "RIV. COUNTY SURVEYOR", ON. 0.1' PER R.S. 84/4-6. In the City of La Ckdnta, County of I�iverside, State of California Offsite Street Improvement Plans Amended Tract No. 31733 - BELLASENO 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. b._ 5 �-- 2 Q 4 CB M1-1 410=5.0 cfs Q100=9.0 Ci s 5 ..- - 6; 6 J �j i R L li� t0 49 37 38 39 1 40 , 41 42 43 i I 51 44 45 46 47 � 48 50 DEL©RES CIRCLE LOT N 52 PENTERIA CiRCLE.x._.. -- - CAR Q f LOT BB 67 61 1 53 I % iCB #- 1-2 66 f o 7 t75.", 76.. !77 __; Q10=3. cfs ___ 78 d s 5 ` 65 CB 01-1 Q1 �_..__._ \ - RQ100=2J `A cfs Q10-3.2 Cfs w ETEvnoN AREAIIA 7 69 .- 54 59 i Q100=5.7 dsy LOT 0 I %-� .., 55 0 f ?0 N 58 RETENTION AREA O 4 LOT M �� i CB N2 84 833 82 Cg 57 Q10=0.9 cfs I.V o cb 6 Q10 Q �Ss �� S� ds 2 __56 _ 561.5 cfs L i I p Q � C x 72 ` biENDECINO W Y 10=1.6 s 1 y o WELL SITE 7331 100=2.8 cfs CB 02- i q1 cis RECREATION AREA j 85 86 1 87 � 88 f 009=4.0 C# LOT I- f� 91c a i CBM4 1 ?q,� 109 108 ( 1 f tas -_..2�_ Q10= .5 cfs 1 Q100 0.9 cfs f LCB M4-2 i21 120/1 119 LOT IIQ10=2.0 cfs �Q100=3.6 cfs �� r -► /' 118 NVO 1k. i !L2 (�„ \ \ M °°M _ 17 �• 112 f m o ai �__._ 123 U Pd 15 r 6 l 13 j fo 124 c., d f ; F A I i6 xc� 11 ii 25 1 LOT L,- 17 _ 0 HUNTINGTON WAY i it 18 9 20 1 21 I 22 j 23 24 25 26 CAB FL FLOWLINE CB #L2 4 j TC TOP OF CURB BEGIN OF CURVE TP TOP OF PAVEMENT EC FS FINISHED SURFACE Q10=1.6 PI POINT OF INTERSECTION BEGIN OF CURB RETURN N'LY. NORTHERLY ECR S'LYI SOUTHERLY O E'LY. EASTERLY POINT REVERSE CURVE WILY. WESTERLY PCC CB CATCH BASIN CUBIC FEET PER SE00-YEAR COND W WATER EDGE OF PAVEMENT S SEWER rk SD STORM DRAIN - VC VERTICAL CURVE INTERSECTION PRVC POINT REVERSE VERTICAL CURVE A PAVING NOTES i. 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 (LOWERS COURSES): IIIB-B3-PG70-10 THE WEARING COURSE SHALL BE 0.1 FT OR 1.2 INCHES THICK (MINIMUM) INCLUDING MONUMENT GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE N0, 1 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 S 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 1 TRAFFIC H DR ON IT TACK COAT SHALL BE THE A.C. BASE COURSE F iRA AS NE . THE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE SS -1H" CONFORMING TO SECTION 203-1 OF THE STANDARD GREEN BOOK SPECIFICATIONS. THE LI UID ASPHALT SHALL AR UQ UID 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 4 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, SIGNING AND STRIPING NOTES SEE SHEET B. MONMENT NOTES 7 1. NORTHWEST CORNER SECTION 35 FD. 2" x T & TACK, ON. 0.1', SET OVER Y BRASS DISK, DN. 1.0' STMPD 'B.O.R.", PER COUNTY OF RIVERSIDE - INDIO SURVEY TIES PER SURVEY #D-6071 F.B. D-17 PAGE 53 AND R.S. 18/56; R.S. 84/4-6; R.S. 111/95; AND C.R. 89-312 2. WEST 1/4 CORNER SECTION 35 FD. RR SPIKE ON. 0.3', SET OVER 1 i/4" I.P. WITH COUNTY SURVEYOR TAG PER COUNTY OF RIVERSIDE -INDIO SURVEY TIES PER SURVEY #D-8071 F.B. D-17 PAGE 51 AND R.S. 51/62; P.M. 79/43; R.S. 84/4-6; R.S. 111/95.; AND RIV. CO. T.B. 69/126 3. CENTER 1/4 SECTION 35 FD. 2" x 2" & TAG "RIV. COUNTY SURVEYOR", ON. 0.1' PER R.S. 84/4-6. In the City of La Ckdnta, County of I�iverside, State of California Offsite Street Improvement Plans Amended Tract No. 31733 - BELLASENO 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. b._ 5 �-- 2 Q 4 CB M1-1 410=5.0 cfs Q100=9.0 Ci s 5 ..- - 6; 6 J �j i R L li� t0 49 37 38 39 1 40 , 41 42 43 i I 51 44 45 46 47 � 48 50 DEL©RES CIRCLE LOT N 52 PENTERIA CiRCLE.x._.. -- - CAR Q f LOT BB 67 61 1 53 I % iCB #- 1-2 66 f o 7 t75.", 76.. !77 __; Q10=3. cfs ___ 78 d s 5 ` 65 CB 01-1 Q1 �_..__._ \ - RQ100=2J `A cfs Q10-3.2 Cfs w ETEvnoN AREAIIA 7 69 .- 54 59 i Q100=5.7 dsy LOT 0 I %-� .., 55 0 f ?0 N 58 RETENTION AREA O 4 LOT M �� i CB N2 84 833 82 Cg 57 Q10=0.9 cfs I.V o cb 6 Q10 Q �Ss �� S� ds 2 __56 _ 561.5 cfs L i I p Q � C x 72 ` biENDECINO W Y 10=1.6 s 1 y o WELL SITE 7331 100=2.8 cfs CB 02- i q1 cis RECREATION AREA j 85 86 1 87 � 88 f 009=4.0 C# LOT I- f� 91c a i CBM4 1 ?q,� 109 108 ( 1 f tas -_..2�_ Q10= .5 cfs 1 Q100 0.9 cfs f LCB M4-2 i21 120/1 119 LOT IIQ10=2.0 cfs �Q100=3.6 cfs �� r -► /' 118 NVO 1k. i !L2 (�„ \ \ M °°M _ 17 �• 112 f m o ai �__._ 123 U Pd 15 r 6 l 13 j fo 124 c., d f ; F A I i6 xc� 11 ii 25 1 LOT L,- 17 _ 0 HUNTINGTON WAY i it 18 9 20 1 21 I 22 j 23 24 25 26 CAB CRUSHED AGGRAGATE BASE CB #L2 4 j BC BEGIN OF CURVE GB EC END OF CURVE Q10=1.6 BCR BEGIN OF CURB RETURN Q100=2.6 ECR END OF CURB RETURN O PRC POINT REVERSE CURVE V PCC POINT OF COMPOUND CURVE CUBIC FEET PER SE00-YEAR COND EP EDGE OF PAVEMENT Exp. 9-30-17 rk CENTERLINE - INT. INTERSECTION * RP RADIAL POINT a R RADIUS CIVIL a`t T�` L LENGTH 2 ON, P.E. A T TANGENT GALtf OC ON CURB AC OVER CAB ds r 0 Q10 10 -YEAR PEAK FLOW (CFS) GB GRADE BREAK BE LESS THAN 50, 41°00 PEAK (CFS) TYR TYPICAL O EXP_ DAE-9 30 �7 V V) R.C.E. 20596 CUBIC FEET PER SE00-YEAR COND 4 0 00 EXISTING ELEVATION Exp. 9-30-17 CK as - RETENTION BASIN OVERFLOW ROUTE ((420.00)1 * a + DIRECTION OF FLOW ON STREET CIVIL a`t T�` 3i:<1 O 2 ON, P.E. A I 811 8 E N C H M A R K: PD -109-70 ELS' iD9-7o CHISELS GALtf LLJ KS IRECTOR/CITY ENGINEER AC OVER CAB AT LEAST TWO WORKING DAYS i 45843 STREET IMPROVEMENT PLAN DATE: JUNE, 2016 NEST &M AVENUE 50, 45 FT, WEST OF R< 11SHEET BEFORE YOU DIG INDEX NUMBER 103 AC GRIND/OVERLAY UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA %i 104 HIGHEST LOT NUMBER> x SAWCUT AND REMOVE EXISTING PAVEMENT NOTE: p =)COMMENCE WORK CONTAINED WITHIN THESE PLANS SHALL NOT w © v LLJ UJ SIGNING AND STRIPING SHEET INDEX NUMBER IMPROVEMENT PLAN _ DAYLIGHT LINE ds r � OF 50 OR GREATER. THE PAVEMENT SECTIONS MAY INCREASE SHOULD ACTUAL R -VALUES BE LESS THAN 50, i MORSE C. Q�. rti t b!fi2�, Com.) O EXP_ DAE-9 30 �7 sCHu1Tz V) R.C.E. 20596 Exp. 9-30-17 OVED as CITY OF LA QUINTA * p o ` DIAL TOLL FREE CIVIL a`t T�` 3i:<1 O 2 ON, P.E. A I 811 8 E N C H M A R K: PD -109-70 ELS' iD9-7o CHISELS GALtf LLJ KS IRECTOR/CITY ENGINEER AT LEAST TWO WORKING DAYS R.C.E. NO. 45843 CL DATE: JUNE, 2016 NEST &M AVENUE 50, 45 FT, WEST OF BEFORE YOU DIG 103 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 8 io 133 NOTE: p =)COMMENCE WORK CONTAINED WITHIN THESE PLANS SHALL NOT w UNTIL AN ENCROACHMENT PERMIT AND/OR LLJ A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE a to COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY R/W. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN C Li LTJ HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNT! DURINGSHALL UANNSGFORPPRO BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND AL BY dC Iw= SIINNO €HE THE COUNTY.TE ALL CONCRETE MIX SHALL BE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT MONUMENT NOTE N[. 2 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, -7wifirilizelArTV M, LAN, REVISE PLAN & PLAN STREET SECTIO] of 5 INDEX MAP �C SCALE 1"=120' LO 'i L ,C.1 t7 105 ; 100 tin r 1041 �- � i 99 9 v 103'1 N `C ' L1-2 � t 10=2.1 cfs m It 11 � 100=us.. 102 cyc> 97 u 1 010= .3 cfs 29 3O A i31 32 0 7 CB L2 2 CB 1_2-1 Q10=0.6 cfs Q10 0.2 c 27 i 28 iQ100=1. cfs ! Qi =0.3_ cfs cfs C 92 V 93 33 1 34 1 35 1 36 CB#L2-5 Q10=0.8 cfs Q100=1.3 cf LEi PER ROUGH 2ADING PLAN Q10=0.2 cfs 0100=0.4 cfs / 010=0.02 cfs 0100=0.1 cfs CB X02-2 1.7 cfs _ET PER ROUGH ADING PLAN 0=0.9 cfs 70=1.6 cfs C, tea 4� Q CB #L3-2 10=1.3 cfs 100=2.15 cfs MONUMENT NO. 3 !CB #L2-6 Q10=0.6 Q100=1.0 FA FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR AP OVED BY THE CITY ENGINEER ON 6 7 07 EXCEPT FOR THE REVISIONS NOTED HEREON R�yt1f ESS/I <vq?� C. 0y xa " No. 20596 STANLEY C. 4AORSF Exp. 9-30-17 R.C.E. 20596 61ViL DATE: 0` cAL1F VICTY MAP \\- NOT TO SCALE /✓' 7-a S1 R 7C SHEET INDEX 1. TITLE SHEET 2. SECTIONS CONSTRUCTION NOTES & ESTIMATED QUANTITIES 3. STREET IMPROVEMENT PLAN MONROE STREET.. STA. 36+15.05 TO 41+00.00 4. STREET IMPROVEMENT PLAN MONROE STREET -STA. 41+00.00 TO 48+72.06 5. STREET IMPROVEMENT PLAN AVENUE 61 STA. 10+00.00 TO 18+00.00 6. STREET IMPROVEMENT PLAN AVENUE 61 STA, 18+00.00 TO 25+57.91 7. SIGNING & STRIPING IMPROVEMENT PLAN - MONROE STREET 8. SIGNING & STRIPING IMPROVEMENT PLAN - AVENUE 61 9-11 MONROE STREET CROSS SECTIONS 12-15 AVENUE 61 CROSS SECTIONS 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 HILLTOP GEOTECHNICAL, INC., REPORT NO. 1, PROJECT NO. 1009-A15 DATED AUGUST 17, 2015. ��trEsstal+ dry �' OuR F FYy `?< HILLTOP GEOTECHNICAL �14yy 786 S. GIFFORD AVENUE 15 A i SAN BERNARDINO, CA 92408 (9079) 890-9079 EXP+��' BUND RAMO' RTHY SRIRAJAN, UATE ca11F© GE NO. 2871 41863 Boardwalk SuBo 218 Patm Resod, CA 92211 Votm 760.674.5776 OWNER / DEVELOPER VTL. PALIZADA, LLC 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 ) 949-629-2480 NOTE: ALL ON-SITE STREETS ARE PRIVATE STORM DRAINS PER AMENDED TRACT NO. 31733 STORM DRAIN PLANS BASIS OF BEARING BEARING HEREON ARE BASE ON THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, TIBS, RX, SBM, BEING ALSO THE CENTERUNE OF AVENUE 62 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEGIN NORTH 8726'58" 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 764-750-001 THROUGH 764-750-070 764-760-001 THROUGH 764-760-077 AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO 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 PHONE - 811 SURVEYORS T. 941 ON CANAL BROM SOUTHEAST MM HWY.i i 1, THAI 2.0 MILES ST. NO 18' SOUTH OF RANUE TRACT NO. 31733 ' SELLA ENO OF LA CLIINTA, STATE OF CALIFORNIA 1Atu + & S'TFI SHT.� U1 TITLE SST OFA.. SHTS tu 4 THE 4 T6 R7 SW7/ , OF £ NW1 ,SEC. 35. S, £, SBM �A. LLC - OFFSIT SI- 6116/16 ILL FILE NO. WKK PREPA D UNDER THE DIRECTION OF: �g0> DATE: i MORSE C. Q�. rti t b!fi2�, � MO� EXP_ DAE-9 30 �7 sCHu1Tz J No. 20596 `^ R.C.E. 20596 Exp. 9-30-17 OVED BY: CITY OF LA QUINTA * PLANNERS ENGINEERS CIVIL a`t T�` i' THY O 2 ON, P.E. A _ SCALE. PER PLAN 8 E N C H M A R K: PD -109-70 ELS' iD9-7o CHISELS GALtf UBLIC W KS IRECTOR/CITY ENGINEER MNG %ALL. 2.0 MILES SCUM ALGND JACK R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 NEST &M AVENUE 50, 45 FT, WEST OF VICTY MAP \\- NOT TO SCALE /✓' 7-a S1 R 7C SHEET INDEX 1. TITLE SHEET 2. SECTIONS CONSTRUCTION NOTES & ESTIMATED QUANTITIES 3. STREET IMPROVEMENT PLAN MONROE STREET.. STA. 36+15.05 TO 41+00.00 4. STREET IMPROVEMENT PLAN MONROE STREET -STA. 41+00.00 TO 48+72.06 5. STREET IMPROVEMENT PLAN AVENUE 61 STA. 10+00.00 TO 18+00.00 6. STREET IMPROVEMENT PLAN AVENUE 61 STA, 18+00.00 TO 25+57.91 7. SIGNING & STRIPING IMPROVEMENT PLAN - MONROE STREET 8. SIGNING & STRIPING IMPROVEMENT PLAN - AVENUE 61 9-11 MONROE STREET CROSS SECTIONS 12-15 AVENUE 61 CROSS SECTIONS 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 HILLTOP GEOTECHNICAL, INC., REPORT NO. 1, PROJECT NO. 1009-A15 DATED AUGUST 17, 2015. ��trEsstal+ dry �' OuR F FYy `?< HILLTOP GEOTECHNICAL �14yy 786 S. GIFFORD AVENUE 15 A i SAN BERNARDINO, CA 92408 (9079) 890-9079 EXP+��' BUND RAMO' RTHY SRIRAJAN, UATE ca11F© GE NO. 2871 41863 Boardwalk SuBo 218 Patm Resod, CA 92211 Votm 760.674.5776 OWNER / DEVELOPER VTL. PALIZADA, LLC 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 ) 949-629-2480 NOTE: ALL ON-SITE STREETS ARE PRIVATE STORM DRAINS PER AMENDED TRACT NO. 31733 STORM DRAIN PLANS BASIS OF BEARING BEARING HEREON ARE BASE ON THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, TIBS, RX, SBM, BEING ALSO THE CENTERUNE OF AVENUE 62 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEGIN NORTH 8726'58" 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 764-750-001 THROUGH 764-750-070 764-760-001 THROUGH 764-760-077 AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO 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 PHONE - 811 SURVEYORS T. 941 ON CANAL BROM SOUTHEAST MM HWY.i i 1, THAI 2.0 MILES ST. NO 18' SOUTH OF RANUE TRACT NO. 31733 ' SELLA ENO OF LA CLIINTA, STATE OF CALIFORNIA 1Atu + & S'TFI SHT.� U1 TITLE SST OFA.. SHTS tu 4 THE 4 T6 R7 SW7/ , OF £ NW1 ,SEC. 35. S, £, SBM �A. LLC - OFFSIT SI- 6116/16 ILL FILE NO. WKK FUTURE J'LY R,./VV N'LY R/W PL FUTURE 74' TRACT BOUNDARY T OPEN Ai 40' CITY SPACE LOT X30 OUP:TY - ^1E-- -...._. 25' _ 15' o 21 30'- " 16 22' M O VAR. ' -3't 3 3 MIN. spy. 211 VA1?1ES 2% -�-- i 2 MIN. DAYLIGHT UNE- EX. NE EX. FC _ _ _ ._l , FG . tt Urn 5 ,.. I- i 4 ...' y i 4:1 MAX. SLOPE :),EX. EP � ' .:. I _ l ROUGH GRADE -- �$------ EX. AC UNE 1.5' DOWN 7, OVER AB FROM TC PROP. EP -"I 6' 1 IY\- �_ PROP. 18" SD PROP. IT WATER AVENUE 61 LOOKING WEST, STA. 10+00.00 TO STA. 23+20.93 s PARKWAY PER DETAIL THIS SHT. ** 8' SHOULDER 11=7 NTS AVENUE 61 25' 15' R/W 7' PL QUANTITY i2' MIN. 8' SIDEWALK 8' MIN. SF 87,678 14 3 2M1N� 2% MAX. 3. 2%MIN. LF 51,778 4. 1 ADJUST WATER VALVE TO GRADE EA 10 PROPOSED CURB 3:1 MAX. = 0 RETAINING GUTTER 2YoMIN- C1� 3 2f MAX, INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. DWG. NO. 330 EA 4 9. INSTALL CURB RAMP CASE "A" PER CITY STD. DWG. NO. 250 CL. 2:1 MAX. 12. 1" DEEP, Li Lf)BEFORE SLOPE 1.5" DEEP, 24 WIDE FLAT 3" WIDE FLAT BOTTOM TRENCH 3" WIDE FLAT PAD BOTTOM TRENCH 1T :..re.:: MIN. BOTTOM TRENCH .:. r n.: MIN. ADJUST IRRIGATION VALVE TO GRADE Ch tY 3 TY PARKWAY [STAN.. - AVENUE 61 C1 -MAL NTS ADJUST IRRIGATION STAND PIPE VALVE TO GRADE EA 14 M MONROE STREET .3fi' 15' 4' MIN. ROUNDED TOP OF MOUNDING V-2' ABOVE TG (2' tel) 10' MEANDERING MULTI-PURPOSE TRAIL (PER SEPARATE PLAN AND PERMIT) PIL I 5' MIN. 4.J PROPOSED CURB1 V 3' 1 ' yq y QUANTITY 1. 3:1 MAX. SF 87,678 & GUTTER 3 2M1N� 2% MAX. 3. 2%MIN. LF 51,778 4. 1 ADJUST WATER VALVE TO GRADE EA 10 r ADJUST STORM DRAIN MANHOLE TO GRADE = 0 ORAL TOLL FREE 6. ADJUST SEWER MANHOLE TO GRADE C1� 3 7. INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. DWG. NO. 330 EA 4 9. INSTALL CURB RAMP CASE "A" PER CITY STD. DWG. NO. 250 CL. AT LEAST TWO WORKING DAYS 12. 1" DEEP, Li Lf)BEFORE YOU DIG 1.5" DEEP, 3" WIDE FLAT 5' 14. 1T WIDE FLAT 1 DEEP BOTTOM TRENCH .:. r n.: MIN. BOTTOM TRENCH3" WIDE FLAT m BOTTOM TRENCH TYPICAL PARKWAY [)ETA#- - MOMM ST. SEE OFF SITE PRECISE GRADING PLAN FOR MONROE STREET MEANDERING MULTI-PURPOSE TRAIL NTS I) c3 cn z Z 0 J STRET M'RC vse4T PLM UW QUANTITY 1. INSTALL 4.5" AC OVER 8" CAB SF 87,678 2. INSTALL If CURB AND GUTTER PER CITY STD. DWG. NO. 202 LF 2,397 3. 1 SAW CUT AND REMOVE AC AND AB (2' MIN'. FROM EX. EDGE WHERE APPLICABLE) LF 51,778 4. 1 ADJUST WATER VALVE TO GRADE EA 10 r ADJUST STORM DRAIN MANHOLE TO GRADE = 0 ORAL TOLL FREE 6. ADJUST SEWER MANHOLE TO GRADE C1� 3 7. INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. DWG. NO. 330 EA 4 9. INSTALL CURB RAMP CASE "A" PER CITY STD. DWG. NO. 250 CL. AT LEAST TWO WORKING DAYS 12. CONSTRUCT CURB AND GUTTER TRANSITION FROM 8" TO 6" CURB FACE Li Lf)BEFORE YOU DIG 13. CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY LF 7,530 14. ADJUST AIR -VAC TO GRADE EA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 15. ADJUST IRRIGATION VALVE TO GRADE Ch tY 3 NOTE: ADJUST SEWER FORCE MAIN VALVE TO GRADE EA C1 WORK CONTAINED WITHIN THESE PLANS SHALL NOT ADJUST IRRIGATION STAND PIPE VALVE TO GRADE EA 14 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR CI' ij EA 1 A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY ADJUST EXISTING IRRIGATION TANK TO GRADE EA 1 OF LA QUINTA FOR WORK WITHIN CITY R/W. 00 W9 T > 0 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR INSTALL SANDBAGS PER DETAIL THIS SHT. LF 0 tab ASSURING THE ACCURACY AND ACCEPtABILIT'Y OF THE DESIGN HEREON. IN THE OF DISCREPANCIES ARISING AFTER COUNTY SKY" & STFVMG M RtOVdulW PLAN t- omte EVENT APPROVAL OR DURING CONSTRUCTION, THE SHALL 0 EA ,' U, Led PRIVATE ENGINEER FOR AN SOLUTION AND BEVi INSTALL R7-9A(CA) (NO PARKING) SIGN PER CA MUTCD 2014 EA +dtL i=-- F�PINING S NH£ P� NYACC SAB 2' MAX. RETAINING 2:1 MAX. EX. WILY R,/W E'LY R/W PL 106' TRACT BOUNDARY 8' OPEN 5 51' SPACE ;2' ; a ... 36' 15' M G 'VAR. ,0 23'* z M SAW CUT LINE --.�� 0'-4±M16 20 0'-28't 1 15 VARIESpX• 27. Yn.. VPRhE3°`r 2 2%Mho 3:1 MAX. 1.5%- y %i s} `, z r.T , 2XMIN. J xt t i 4110 EX. CURB & GUTTER 3' ROUGH GRADE L_ --- ------------J UNE 15 DOWN EX. AC X. 18" FROM TC OVER AB WATER 32' 4' EX, 18" IRRIGATION, TO BE RELOCATED 15' PROP. 18" 15' IRRIGATION EX. 33" EX. ABANDONED SEWER MOMOE IT SEWER FORCE MAIN STREET LOOKING NORTH, STA. 45+50.00 TO STA. 48+72.06 * PARKWAY PER OFF SITE PRECISE GRADING PLAN AND SEE TYPICAL PARKWAY DETAIL 1f=7 NTS EX. WILY R/',V rL ETY R/W PL 106' TRACT BOUNDARY 8' OPEN ti 51' SPACE _._-. . 43' 36' 15' M - J0 23'* o M w o U ( 16 1.5' 20 a z p " VAR. a 0'-14'1 2 3:1 2% ® VARIES 2N 1.5%- 3:1 MAX. 3% i 2%MIN. G EX. CURB & GUTTER L.} ROUGH GRADE L- 3' ---- ----- J� LINE 1.5' DOWN EX. AC 15 FROM TC OVER AB EX. 18" WATER ' 32' 4' EX. 18" IRRIGATION, TO BE RELOCATED 15' 15' PROP. 18" IRRIGATION EX. 33" EX. ABANDONED SEWER MOMOE STREET 12" SEWER FORCE MAIN LOOKING NORTH, STA, 43+10.00 TO STA. 45+50.00 * PARKWAY PER OFF SITE PRECISE GRADING PLAN AND SEE TYPICAL PARKWAY DETAIL TI=7 NTS AUTURE V L Y R /W ETY R/IN PL TRACT BOUNDARY FUTURE 102' 8' OPEN 51' SPACE --- 16 - __- 4' 71' 36' 15' 30' 16 23'* Q M DAYLIGHT -1 21 8 SAW CUT LIME 0' 34't 15 L5' 20 �a *** 1 1 VARIES O VARIES 2 2 N. 2:1 MAX. SLOPE 1.5%-37. 1 S9;- 2%VIN 3:1 MAX. PROP. FG 2%�- `r �3% 1 2%MIN. r� �t rax n �c 13n EX. FG PROP. EP y EX. EP-"- 3 ---- . ` ' �- ROUGH GRADE U..�IL---- - - - - -LI LINE 1.5' DOWN EX. AC VAR--- WATER 32 4 FROM TC OVER AB 3 18' EX. IT IRRIGATION, TO BE RELOCATED 15' PROP. 16' PROP. 18" 15' STORM DRAIN IRRIGATION (STA. 37+00 TO 37+60) EX. 33" EX. ABANDONED SEWER MC 2M STRMT 12" SEWER FORCE MAIN LOOKING NORTH, STA. 35+27,25 TO STA. 37+05.60 LOOKING NORTH, STA. 42+50.00 TO STA. 39+50.00 + PARKWAY PER OFF SITE PRECISE GRADING PLAN AND SEE TYPICAL PARKWAY DETAIL as 8' SHOULDER 11=7 NTS 1119 DIM M EXISTING 10' CVWD IRRIGATION EASEMENT TO REMAIN [�2 EXISTING UTILITY POLE TO REMOVED PER DRY UTILITY CONSULTANT'S RECOMMENDATIONS ❑3 EXISTING TILE DRAIN TO BE REMOVED WITH ROUGH GRADING M4 PROPOSED 10' MEANDERING MULTI-PURPOSE TRAIL PER SEPARATE PLAN Q5 EXISTING 18" CVWD PVC IRRIGATION LINE TO BE PROTECTED IN PLACE ® EXISTING 14" CVWD RCP IRRIGATION LINE TO BE PROTECTED IN PLACE M EXISTING 12" CVWD RCP IRRIGATION LINE TO BE REMOVED PER SEPARATE PLAN M8 EXISTING IRRIGATION STAND PIPE TO PROTECTED IN PLACE ® EXISTING IRRIGATION STAND PIPE TO BE REMOVED PER SEPARATE PLAN iD EXISTING IRRIGATION VALVES TO BE PROTECTED IN PLACE 11 PROPOSED CVWD SEWER EASEMENT 12 EXISTING 12" CVWD DRAIN LINE TO BE REMOVED PER SEPARATE PLAN 13 EXISTING 50' CVWD DRAIN LINE EASEMENT 14 PROPOSED 8' SIDEWALK PER SEPARATE PLAN 15 EXISTING EDGE OF PAVEMENT 16 EXISTING RIGHT-OF-WAY 17 SAWCUT LINE 18 PROPOSED CURB RAMP CASE 'A" PER CITY STD. DWG. NO. 250 WITH 10' APRON AND WASHED EXPOSED AGGREGATE FINISH PER OFFSITE MULTIPURPOSE TRAIL PLAN 19 PROPOSED R1-1 (24) SIGN PER TRAIL PLAN 2O PROPOSED SIDEWALK EASEMENT 21 EXISTING IRRIGATION STAND PIPE WITH VALVE TO BE PROTECTED IN PLACE 22 EXISTING IRRIGATION VENT PIPE TO BE PROTECTED IN PLACE 23 EXISTING IRRIGATION TANK TO BE PROTECTED IN PLACE 24 PROTECT EXISTING FENCE IN PLACE 25 EXISTING MAIL BOX PROTECT IN PLACE 27 EXISTING GATE PROTECT IN PLACE 28 EXISTING HOSE CONNECTION PROTECT IN PLACE 29 EXISTING IRRIGATION MANHOLE PROTECT IN PLACE 30 EXISTING FENCE WITH SHRUBS PROTECT IN PLACE (REMOVE/TRIM SHRUBS AS NEEDED TO ACCOMMODATE PROPOSED SHOULDER) 32 EXISTING GARDEN WALL PROTECT IN PLACE -} AC OVER CAB f AC GRIND/OVERLAY MM SAWCUT AND REMOVE EXISTING PAVEMENT L„ LIRE WILY R/W ETY R/W PL FUTURE 102' TRACT BOUNDARY 8' OPEN 51' SPACE �_ w 3u F1 61 36, 15' v- - IF --f 16 23'* z M SAW CUT LINE 0'-14't 1 20 3:1 2% hE5VARIES VAR 3% 155; 39, 1 2 2%N 3:1 MAX. 15✓ EX. FG 2%MIN. EX. EP--�� . - H; 3ROUGH GRADE _ UNE 1.5' DOWN EX. 18 FROM TC EX. AC WATER 32 4 OVER AB 18, EX. I T IRRIGATION, TO BE RELOCATED PROP. IT PROP. 18" 15' VAR. 9'-15' STORM DRAIN IRRIGATION (STA. 37+00 TO 37+60) EX. 33" EX. ABANDONED SEWER MOMIDE STREET 12" SEWER FORCE MAIN LOOKING NORTH, STA. 37+05,60 TO STA. 39+50.00 LOOKING NORTH, STA. 42+50.00 TO STA. 43+10.00 * PARKWAY PER OFF SITE PRECISE GRADING PLAN I AND SEE TYPICAL PARKWAY DETAIL TI=7 NTS A • 4 14 # STRET M'RC vse4T PLM UW QUANTITY 1. INSTALL 4.5" AC OVER 8" CAB SF 87,678 2. INSTALL If CURB AND GUTTER PER CITY STD. DWG. NO. 202 LF 2,397 3. 1 SAW CUT AND REMOVE AC AND AB (2' MIN'. FROM EX. EDGE WHERE APPLICABLE) LF 51,778 4. 1 ADJUST WATER VALVE TO GRADE EA 10 & ADJUST STORM DRAIN MANHOLE TO GRADE EA 5 6. ADJUST SEWER MANHOLE TO GRADE EA 3 7. INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. DWG. NO. 330 EA 4 9. INSTALL CURB RAMP CASE "A" PER CITY STD. DWG. NO. 250 EA 2 12. CONSTRUCT CURB AND GUTTER TRANSITION FROM 8" TO 6" CURB FACE LF 79 13. CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY LF 7,530 14. ADJUST AIR -VAC TO GRADE EA 1 15. ADJUST IRRIGATION VALVE TO GRADE EA 3 16. ADJUST SEWER FORCE MAIN VALVE TO GRADE EA 1 17. ADJUST IRRIGATION STAND PIPE VALVE TO GRADE EA 14 18. REMOVE EXISTING SIGN AND POST ("STOP AHEAD") EA 1 19, ADJUST EXISTING IRRIGATION TANK TO GRADE EA 1 20. ADJUST EXISTING IRRIGATION TANK TO GRADE EA 1 21. INSTALL SANDBAGS PER DETAIL THIS SHT. LF 2,554 # SKY" & STFVMG M RtOVdulW PLAN U#"t QUANTITY 52. INSTALL TELESPAR SQUARE TUBULAR POST PER CITY STD. EA 9 53. INSTALL R7-9A(CA) (NO PARKING) SIGN PER CA MUTCD 2014 EA 6 54 INSTALL IT WHITE SOLID BIKE LANE LINE PER CA MUTCD 2014, A20D DEI. 39 LF 1072 55 INSTALL 6' WHITE DASHED BIKE LANE LINE PER CA MUTCD 2014, A20D DET, 39A LF 100 56 STENCIL "BIKE LANE" PER CA MUTCD 2014 STID EA 2 58. INSTALL 4" WHITE LANE UNE SOUD/TYPE 'G' RPM PER CA MUTCD 2014 STD. LF 100 59. INSTALL R26 SIGN PER CA MUTCD 2014 AND DETAIL ON SHEET 8 EA 3 60, INSTALL DOUBLE YELLOW MEDIAN ISLAND PER CA MUTCD 2014 DET. 28 (NO RPM) LF 1,487 61. INSTALL 4" WHITE DASHED LANE LINE PER CA MUTCD DEI, 12 (WITH ALTERNATING TYPE 'G' RPM LF 1,066 63. INSTALL EDGE LANE LINE PER CA MUTCD 2014 STD, DWG. A20B DET. 27B LF 2,191 70, INSTALL 12" UMTT LINE PER CA MUTCD 2014 STD. PLAN A24E LF 17 72. INSTALL R1-1 SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT, EA 1 73. INSTALL D3-1(CA) STREET NAME SIGN WITH 6" UPPER CASE AND 4.5" LOWER CASE WHITE LETTERS ON A GREEN BACKGROUND PER CA MUTCD 2014 EA 1 75, INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 500 EA 2 81. INSTALL TYPE N-1 (CA) (OM1 -3) OBJECT MARKER EA 1 83. INSTALL W1-8 (TRIPLE CHEVRON) SIGN PER CA MUTCD 2014 & DEI. ON SHT. 8 EA 2 84. INSTALL R60B(CA) SIGN PER CA MUTCD 2014 EA 1 87. INSTALL COMBINATION TYPE IV ARROW MARKING (L AND R) PER CA MUTCD 2014 STD. A24A EA 1 88. INSTALL BLUE HYDRANT MARKER PER CITY STD. EA 2 89. STENCIL "STOP" PER CA MUTCD 2014 STD. DWG. NO. A24D EA 1 90. INSTALL W4 -4P SIGN PER CA MUTCD 2014 EA 1 91. INSTALL W3-1 SIGN PER CA MUTCD 2014 EA 1 92. STENCIL "STOP" "AHEAD" PER CA MUTCD 2014 STD. DWG. NO. A24D EA 1 93 1 INSTALL 4" DOUBLE YELLOW STRIPE NO PASSING CA MUTCD 2014 DETAIL 22 (WITH RPM) 7TIF1 2,166 FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 617107 EXCEPT FOR THE REVISIONS NOTED HEREON.n FESS F , • QRS ItJ No. 20596 STANLEY C. ORSE Exp. 9-30-17 R.C.E. 24596 CIVIL \�* DATE:- / 0�r CALNF GB SHOULDER STREET SANDBAGS (2 HIGH) EDGE OF SHOULDER 1 PAVEMENT ..-- - 2% 2:1 MAX. SLOPE �- 2 BAGS MIN. 2 BAGS MIN. EROSION CONTROL TYPICAL SECTION AND, ELEVATION N.T.S. 2' MIN. GRIND AND OVERLAY SAWCUT AND REMOVE O 0.10' MIN, THICKNESS OR EX. EDGE PAVING AS DIRECTED 2' MIN. EXIST. PAVEMENT--\ I /_ NEW PAVEMENT PREP D UNDER THE DIRECTION OF: 41865Boarawetk Qt+4F ESS7p DATE: -Ag40/ MORSE $ui% 218 Palm Msort, CA 9241 E C ` STANLEY C. M SE EXP. DAT 9�0 17 4 S C H U L s z Vex ra -674.5"6 ' No. 20596^ R.C.E. 2059 mm*ftewm$A* *. APPRCA/ED BY: CITY OF LA QUINTA Exp.9-3L1-97 © P6ANNERS ENGINEERS SURVEYORS r �1VIL 6 E N C H to A R K: PD -109-70 R.EV. ELEV. 27. 9#1 For CA4h i HY R, O N, P. . ATE SCALE: PER PLAN 109-7D CHI5FdED SQUAtR ON GAfiWi BRKIGE Sai1iG PUBLIC W0 S IRECTOR/CITY ENGINEER DATE: JUNE. 2016 NTNG MTU.. 2.0 MILES same ALONG JACKSON ST. FM RkYA11, t1 2:0 M R.C.E. NO. 45843 EXP. DATE 12-31-16 WEST UK AVOUE 50, 45 Ft. WEST OF IADISDN ST. AND IS' SOM OF M JON DETAL N,T.S. SHT, O' 3 QUANTITIES OFIR IS 35. T6S, R7E. SBM COUNTY Cl�1ly FILE NO. R 8 M m 88 8 9 18 6199 8 0 'v 94 8 vo zss 9 ;Q gig 9* A 95 04 9* gQ WLY PROP EP 0. -0.19% -0.42X 1 +0.05X 1tl+0.14X +0.42X + _ rLy EX. EPWLY PROP. EP--`� WLY EX. Ww'Ly Ep PR )POSED FS 0 ST. C PROP. 0 ST. C 0 m m 76 r"'V 8 89 dqg 8 8 3 CD 9 0 80 0 980 8 P + 8 81 0 8 zs rut 9 82 8 D; + c Got + 0 +6 fn + 0 0 X) �N_�L+O.50X .L -2L j K -O. I gx +0.�5% Z ��-O_2�OX +2..16X +0. 1 6 —LO'2-05— 6 —L+2%M-)— —L+2'1-6 - - - - - - - - — - —ST.—,— OVA 6,1111110 EX. FS 0 Si. C EN. FS 0 ST. =c FS w ui A 55.18' D.C. 178' VC j UJ 8 100. VCPI-421.90 CO PI=4 9.96 8g 89 dRo 80 6 cq cl, ,N^cs 0 + 0 CNI g 8.1 + LIDNM,n8 8 ++V sn 8' C4 + t0*4 0 + + 0 4 9 + + 0 M.. . . .. 4 -0--OI.X -0.51 -0.27X +0.5074 ;;. EP E'EXIV rp ELY PROP. EP PROP. E'LY ccw TAN --0.50X TOP OF CURB C4 C* 8 8 C4 4N I 99 54.77' PROFLE SCALES HORIZ. 1"=40' VERT. 1'=4' 35 36 37 38 39 40 41 PLAN SCALE 1"=40' K �SAND S AT F2_1 EXISTING UTILITY POLE TO REMOVED PER DRY UTILITY CONSULTANT'S RECOMMEN TIONS BAG A i L :" t� DA ------ -7 4-27-0-0 RT ROAD ENTRY -2-8",14 -X N.'\, APR. 764 1x_ NOT USED m E3 0' PROPOSED 10' MEANDERING MULTI-PURPOSE TRAIL PER SEPARATE PLAN INT. 36+,44;21 NO TREES EXIST. WITHIN MONROE STREET EXISTING 1T CVWD PVC IRRIGATION LINE TO BE PROTECTED N PLACE EX. lit -PLACE now 6* GAS 4ROTi8M F5 I LAC CONSTRUCTION/WROVEMIE AREA .00 Av 1 X Ex, Fx, SEE SHT, NO. 1-1 F6_1 EXISTING 14m CVWD RCP IRRIGATION UNE TO BE PROTECTED IN PLACE 0 m , tA -4, K, S'U� R/W 1 MAX�� SLORfEcl:' DAYUGfg LINE 1� �, FOR CROSS SECTIONS' MOMOE 4' 2 c EX. CROWN N' v R/W cli (n M EXISTING 11T CVWD RCP IRRIGATION LINE TO BE REMOVED PER SEPARATE PLAN 24 z 21 'j[]24 0 60' EX. R/W 21 121 9 - CD *30' EX. R/W EXISTING IRRIGATION STAND PIPE TO BE REMOVED PER SEPARATE PLAN Y A + fl EXISTING IRRIGATION STAND PIPE TO PROTECT IN PLACE F8 EX. R/W x 30' EX. R/W F9 VIED :m CITY OF LA QUINTA PROP. 187 Sb,�SEE TR. 31733,SD PLAN) 3 F1 01 EXISTING IRRIGATION VALVES TO BE PROTECTED IN PLACE 3 5'± TYP 15 7- -7- M11 PROPOSED CVWD SEWER EASEMENT 4 PROP. NTT EP cl: 1 CL: Fl 5� EXISTING EDGE OF PAVEMENT EX. EP 35 381 VAR.*** 0 VAR.:. VAR. VAR.*** VAR. DIVISION LINE V) PROP, S' EfP PROPOSED CURB RAMP CASE 'fir PER CITY SID. DWG. NO. 250 WITH 10' APRON uj uj NRVES I VARIEs AND WASHED EXPOSED AGGREGATE FINISH PER OFFSITE MULTIPURPOSE TRAIL PLAN (6 -3k 1 2��l 1, PROPOSED SIDEWALK EASEMENT 47.-2.5 f 241 PROTECT EXISTING FENCE IN PLACE 27. 23 F 7 ------- lu de- EXISTIN( COUNW GROUND 44 OF RIVMSIDE EX. R/W M77_-� ---- --- EXISTING RIGHT-OF-WAY R� 11 4 L - - - - - - - - - - PER PARCEL MAP NO. 1� CA ffi uaj W 10+46.80 ECR C> IL I ROUGH GRADE EXISTING GROUND INSTALL 45 AC OVER ir CAB Z88 L MB 79/42-43 a: 420.24 EP UND rr --r C+4 + EX. VENT PIPE 4-- P __4 -1 LINE 1.1' DOWN PROPOSED GROUND (D INSTALL T CURB AND GUTTER PER CITY STD. DWG. N0.202 4:1 MA*.--,,- IF tL 18 17 16 15 14 13 FROM EP m p 11; 1 uj U) SLOPE cl AC GRIND AND AC OVERLAY F_ 11 SAWCUT AND REMOVE EXISTING AC AND AB (2- MIN. FROM EX. EDGE 11 1 WHERE APPLICABLE) 0 <�,42 1 �,2 1 11 81 WITHIN THIS AREA PER DIRECTION 0 AVENUE V) OF RIVERSIDE COUNTY i 1 _j EX. R/W I ADJUST WATER VALVE TO GRADE TRANSPORTATION DEPARTMENT. 9 m LOOKING WEST, STA. 23+20.93 TO STA. 25+57.91 JOIN EX. PAVEMENT PER 7 61; 24 9 IL RIVERSIDE COUNTY ADJUST SEWER MANHOLE TO GRADE COUNTY GUIDELINES oat HUNTINGTON AMENDED TR. NO. 31733 NO EXISTING TREES IN THIS AREA SEC. IV, G-6 NE 0 1 INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH WIN DIVISION (COUNTY MAINTAINED GENERAL PLAN ROAD PER CITY STIO DWG. NO. 330 w :D SEE JOIN DETAIL SHT. NO. 2 WAY VAR., 8' Vp SHOULDER z m 0 AVERE 61 NTS @ CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY 0 w SEE SHT. NO. 5 (a ADJUST AIR -VAC TO GRADE z foz 6 M FIRST SUBSTITUTE MYLAR @ ADJUST IRRIGATION VALVE TO GRADE 0 -1 L2 THIS MYLAR IS IDENTICAL TO THE MYLAR INSTALL SANDBAGS PER DETAIL SHT. NO. 2 CLP OVED BY THE CITY ENGINEER ON z CIL, �617 LO7 EXCEPT FOR THE REVISIONS Z BASIS OF BEARINGS NOTED HEREONA GRAPHIC SCALE 9L DIAL TOLL FREE THE BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF S/ THE NORTHWEST QUARTER (NW1/4) OF SECTION 35, TOWNSHIP 6 lu 811 40 0 20 40 80 160 SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 0-28'48- WEST cr ZD No. '.0596 rn LAJ 0 z AT LEAST TWO WORKING DAYS PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 Exp. -30-17 z STANLEY 417 Ut OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. w BEFORE YOU DIG R.C.E. 20596 CIVIL- > qTF(IN FEET) UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE:.. LF CAL\� I Inch= 40 ft. z 0 1 RIVER40E COUNTY MS 4113t IP 060119 NOTE: MDS 5/11/16 UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN, RUSE PLAN & PROFILE TO REFLECT 8 ...... ..... PREPARED UNDER THE DIRECTION OF: WORK CONTAINED WITHIN THESE PLANS SHALL NOT CURRENT CITY OF LA QUINTA GENERAL PLAN STREET SECTION. MORSE 418" B"rd%"Ik AMEND O TRACT' NO. 31733 - BELLASENO 0 ESS/1 E: CALIFORNIA COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR R Sufte 218 A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE �v �'l L PAdm D"ed, CA 92211 IN THE CITY OF LA WNTA: STATE OF V)LJ � 3-77 SCHULTZ VeiW 760-674-5)76 W-�wm SIRE! Samf ST SH T. �3A 91 >-I COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY EXP. DTfff 9730 17 m fe Nc OF LA QUINTA FOR WORK WITHIN CITY R/W. oft 0 0j ZD No. 20596 R.C.E. 20596 cbn ghamdsconeulF ng net y 9 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Exp. 9-30-17 AP D BY. CITY OF LA QUI [A MONROE STREET 0 SHTS. t% 0 0- ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN PLANNERS ENGINEERS SURVEYORS SK 36+15.05 TO STA. 41+00,00 lu HMOM IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CIVIL PORTION OF 'ME SW1L4, OF THE NWI/4, SEC. 35, T6% R7E, Sem ILL -j uj APPROM OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL 4 a E N 0 H M A R K: Pr -109-70 EM. M. 27. 941 2 .U�MRTANAP.E.CALE: BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK I BY DAT CF CA0 OWN P� APPROVED D I CjOR 61 TE PER PLAN 10�-70 CKMB SWW 014 C9A &UGE SOMWAST FOR- VMPAUZAI)k LLC < REVISING 114E PLANS FOR APPROVAL BY THE COUNTY. REVISIONS PUBLIC WO TY ENGINEER WING WALL 2.0 MILES S" UN ACKSON St FM HNYA 11. M 2.0 MRa z COUNTY ti ENGINEER COUNT" R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 7!j\jWpLANS\0FpqE�\Sp_ lipy 94*wKK WMT ALM MeWEI 50. 45 Ft. MIST OF MADISON -St. AND 10' SWTH OF AVOW W I'\875IV1\31. FILE NO. ML, AC GRIND/OVERLAY SAWCUT AND REMOVE EXISTING PAVEMENT t EX ___Ax DIRT ROAD -7)C v 0�'�' I a X CURVE TABLE Fil EXISTING 10' CVWD IRRIGATION EASEMENT TO REMAIN # R T A m 1 55.18'1 35.20' kB 89 '40'16' 1 35, 00' 1 54.77' 1 q4 80' K �SAND S AT F2_1 EXISTING UTILITY POLE TO REMOVED PER DRY UTILITY CONSULTANT'S RECOMMEN TIONS BAG A i L :" t� DA ------ -7 4-27-0-0 RT ROAD ENTRY -2-8",14 -X N.'\, APR. 764 1x_ NOT USED m E3 0' PROPOSED 10' MEANDERING MULTI-PURPOSE TRAIL PER SEPARATE PLAN INT. 36+,44;21 NO TREES EXIST. WITHIN MONROE STREET EXISTING 1T CVWD PVC IRRIGATION LINE TO BE PROTECTED N PLACE EX. lit -PLACE now 6* GAS 4ROTi8M F5 I LAC CONSTRUCTION/WROVEMIE AREA .00 Av 1 X Ex, Fx, SEE SHT, NO. 1-1 F6_1 EXISTING 14m CVWD RCP IRRIGATION UNE TO BE PROTECTED IN PLACE 0 m , tA -4, K, S'U� R/W 1 MAX�� SLORfEcl:' DAYUGfg LINE 1� �, FOR CROSS SECTIONS' MOMOE 4' 2 c EX. CROWN N' v R/W cli (n M EXISTING 11T CVWD RCP IRRIGATION LINE TO BE REMOVED PER SEPARATE PLAN 24 z 21 'j[]24 0 60' EX. R/W 21 121 9 - CD *30' EX. R/W EXISTING IRRIGATION STAND PIPE TO BE REMOVED PER SEPARATE PLAN Y A + fl EXISTING IRRIGATION STAND PIPE TO PROTECT IN PLACE F8 EX. R/W x 30' EX. R/W F9 VIED :m CITY OF LA QUINTA PROP. 187 Sb,�SEE TR. 31733,SD PLAN) 3 F1 01 EXISTING IRRIGATION VALVES TO BE PROTECTED IN PLACE 3 5'± TYP 15 7- -7- M11 PROPOSED CVWD SEWER EASEMENT 4 PROP. NTT EP cl: 1 CL: Fl 5� EXISTING EDGE OF PAVEMENT EX. EP 35 381 VAR.*** 0 VAR.:. VAR. VAR.*** VAR. DIVISION LINE V) PROP, S' EfP PROPOSED CURB RAMP CASE 'fir PER CITY SID. DWG. NO. 250 WITH 10' APRON uj uj NRVES I VARIEs AND WASHED EXPOSED AGGREGATE FINISH PER OFFSITE MULTIPURPOSE TRAIL PLAN (6 -3k 1 2��l 1, PROPOSED SIDEWALK EASEMENT 47.-2.5 f 241 PROTECT EXISTING FENCE IN PLACE 27. 23 F 7 ------- lu de- EXISTIN( COUNW GROUND 44 OF RIVMSIDE EX. R/W M77_-� ---- --- EXISTING RIGHT-OF-WAY R� 11 4 L - - - - - - - - - - PER PARCEL MAP NO. 1� CA ffi uaj W 10+46.80 ECR C> IL I ROUGH GRADE EXISTING GROUND INSTALL 45 AC OVER ir CAB Z88 L MB 79/42-43 a: 420.24 EP UND rr --r C+4 + EX. VENT PIPE 4-- P __4 -1 LINE 1.1' DOWN PROPOSED GROUND (D INSTALL T CURB AND GUTTER PER CITY STD. DWG. N0.202 4:1 MA*.--,,- IF tL 18 17 16 15 14 13 FROM EP m p 11; 1 uj U) SLOPE cl AC GRIND AND AC OVERLAY F_ 11 SAWCUT AND REMOVE EXISTING AC AND AB (2- MIN. FROM EX. EDGE 11 1 WHERE APPLICABLE) 0 <�,42 1 �,2 1 11 81 WITHIN THIS AREA PER DIRECTION 0 AVENUE V) OF RIVERSIDE COUNTY i 1 _j EX. R/W I ADJUST WATER VALVE TO GRADE TRANSPORTATION DEPARTMENT. 9 m LOOKING WEST, STA. 23+20.93 TO STA. 25+57.91 JOIN EX. PAVEMENT PER 7 61; 24 9 IL RIVERSIDE COUNTY ADJUST SEWER MANHOLE TO GRADE COUNTY GUIDELINES oat HUNTINGTON AMENDED TR. NO. 31733 NO EXISTING TREES IN THIS AREA SEC. IV, G-6 NE 0 1 INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH WIN DIVISION (COUNTY MAINTAINED GENERAL PLAN ROAD PER CITY STIO DWG. NO. 330 w :D SEE JOIN DETAIL SHT. NO. 2 WAY VAR., 8' Vp SHOULDER z m 0 AVERE 61 NTS @ CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY 0 w SEE SHT. NO. 5 (a ADJUST AIR -VAC TO GRADE z foz 6 M FIRST SUBSTITUTE MYLAR @ ADJUST IRRIGATION VALVE TO GRADE 0 -1 L2 THIS MYLAR IS IDENTICAL TO THE MYLAR INSTALL SANDBAGS PER DETAIL SHT. NO. 2 CLP OVED BY THE CITY ENGINEER ON z CIL, �617 LO7 EXCEPT FOR THE REVISIONS Z BASIS OF BEARINGS NOTED HEREONA GRAPHIC SCALE 9L DIAL TOLL FREE THE BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF S/ THE NORTHWEST QUARTER (NW1/4) OF SECTION 35, TOWNSHIP 6 lu 811 40 0 20 40 80 160 SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 0-28'48- WEST cr ZD No. '.0596 rn LAJ 0 z AT LEAST TWO WORKING DAYS PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 Exp. -30-17 z STANLEY 417 Ut OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. w BEFORE YOU DIG R.C.E. 20596 CIVIL- > qTF(IN FEET) UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE:.. LF CAL\� I Inch= 40 ft. z 0 1 RIVER40E COUNTY MS 4113t IP 060119 NOTE: MDS 5/11/16 UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN, RUSE PLAN & PROFILE TO REFLECT 8 ...... ..... PREPARED UNDER THE DIRECTION OF: WORK CONTAINED WITHIN THESE PLANS SHALL NOT CURRENT CITY OF LA QUINTA GENERAL PLAN STREET SECTION. MORSE 418" B"rd%"Ik AMEND O TRACT' NO. 31733 - BELLASENO 0 ESS/1 E: CALIFORNIA COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR R Sufte 218 A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE �v �'l L PAdm D"ed, CA 92211 IN THE CITY OF LA WNTA: STATE OF V)LJ � 3-77 SCHULTZ VeiW 760-674-5)76 W-�wm SIRE! Samf ST SH T. �3A 91 >-I COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY EXP. DTfff 9730 17 m fe Nc OF LA QUINTA FOR WORK WITHIN CITY R/W. oft 0 0j ZD No. 20596 R.C.E. 20596 cbn ghamdsconeulF ng net y 9 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Exp. 9-30-17 AP D BY. CITY OF LA QUI [A MONROE STREET 0 SHTS. t% 0 0- ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN PLANNERS ENGINEERS SURVEYORS SK 36+15.05 TO STA. 41+00,00 lu HMOM IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CIVIL PORTION OF 'ME SW1L4, OF THE NWI/4, SEC. 35, T6% R7E, Sem ILL -j uj APPROM OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL 4 a E N 0 H M A R K: Pr -109-70 EM. M. 27. 941 2 .U�MRTANAP.E.CALE: BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK I BY DAT CF CA0 OWN P� APPROVED D I CjOR 61 TE PER PLAN 10�-70 CKMB SWW 014 C9A &UGE SOMWAST FOR- VMPAUZAI)k LLC < REVISING 114E PLANS FOR APPROVAL BY THE COUNTY. REVISIONS PUBLIC WO TY ENGINEER WING WALL 2.0 MILES S" UN ACKSON St FM HNYA 11. M 2.0 MRa z COUNTY ti ENGINEER COUNT" R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 7!j\jWpLANS\0FpqE�\Sp_ lipy 94*wKK WMT ALM MeWEI 50. 45 Ft. MIST OF MADISON -St. AND 10' SWTH OF AVOW W I'\875IV1\31. FILE NO. EX. FS O EDGE OVERLAY N SW + dN 1 _ -0.64_ _40.j s) _So 2s% - -(-0.24X -o_3s% _ A OV89 8 80 -- �, (-D-0s%) 4 0 "� � � 8 °' $ S r 9- WILY 4 O n `d`' t !0 DC FS A EDGE OVERLAY t t PER AMENDED PROP. W' Y FS O SAWCUT I � TR. NO. 317'32 i noo $° $$ $c@, °° Ig80 $� +,t SIL+' + $N 91 N $ Z N + ~ �1 d PROP. FS O SAWCUT -04 � N WILY c © a PER AMENDED TR. N0. 317 2 (L PROP. EP'* t ' [ IN I +0.05% _ O X _ -0,34% -0.54% 048% N Q -0.58X - F- i? POINT I - 0.5 _�..__ ! +0.18% (-0.10% +0.04% _ +0.4{376 _ ! o -0.22% N-t3.38��M ��-0.30% . 4 {? M W'L EX. EP a c c� c $ $ I( -0.34X) 4 CI'3 � I I INDENW4AL WILY WILY O €40 � g i POINT I LEX. FS SAWCUT EX. A O SAWCUT R. O I y� PER AMENDED TR. N0. 31732 � o �, o I$ $8 h� $8i 18 g 0 HI-- ©©' $$ pp ., po� pp^ $0 8©0 $p"p pcpr$8v�� p$M ;'oNi N '�' i"�' $o 80 11- q8 `` 0 0 co wO,. 0 C • NIXON $ C 0 O � � t Sin $ 1 8L) V• } 2 + • + d � � nth + t. P + N � $ � + +. a +�+ ,+�� MN 4t wd 'r +0.26%� - vN a t v d + t 0.00;6 -o.24X -0.50% -0.51;% u� uj +0 5s% i,±0.2aX�_ _L+0.46E_ (_0.10 _ +0.40% - - +0.58% - - -o.46X _ uj Z +0.20% -flAoX -0.18% +0.30% +0.40 _�_ I (� (-_--�- -(- - r7 r' m PROP. FS @ ST. Pr. _ _ N N $ PROP. @ ST. PER AMENDED i--------- EX. FS O ST. 1r/sAWCUT C4 c� N c3 0 [-0.78%] 420 � E�C. FS @ ST. t � -- - --- � PROP. Fs A . Pe � N r N 1'R. N0. 31733 (+0.34%) 4p EX. FS O ST. 200' VIC i PI -423.32 IL 4 178' VC 1 100 VIC { c W PI -421.90 I PI -4 1.20 $ o $ N $ M 8 © 8 �' $ "' pp Q © p p, p•n .cico g22 nNi $� c'��r.� u�.� n� $� g� n©'1�� u d g 8'. ^ u? c4 o..:.. N $. $ rD $ $ r0 0 o n $ N + N Nj. N + "F' h 'V h 'W ^ +Nd. + + .} + N $ N © 06 M W _ n r= $ r N r• _ + -�. "`� �h -0.54X +0.50% I i [-0.50%j I PROP. E'LY PROP. E'LY I PROP. E'LY TAN --0.5076 ' TOP OF CURB i TOP OF CURS 4 0 PER TR. 31732 4 20 TOP OF CURS I I AMENDMENT NO. 2 t 1 �� 1�40A LES VERT. 1"=4' 41 42 43 44 45 46 47 48 49 PLAN1" 0' 1"=40' 'r p p c� p /� pup M'(/�77 /�� p EX. , GAS TO BE PROTECTED IN PLACE LZ AvPvU Vv b V4-27\4/®09CYr'rM0,NOE STREET ��v IIV�.%v®®6� �a O © Q O} /� y; "t��n �4"r i:�"' Ab Q�GY� CA EX Ft OVERLA o ©ta N`, °moi upse % f, AC TND/ Y EXISTING CURB AND + ¢ + + ao+, Z 4', 2:1 MAX. SLOPE 24 __ _._ GUTTER PER DWG. 02103 `ca EX. RJW `" SAWCUT AND REMOVE EXISTING PAVEMENT _ __:. 8' SHOULDER - _ .- > __ _ _ _._ _. _ \ _,.' = - Q _ - --. -- - --- _ -- _. ._ w. __ .. _-...--- - - _ I3AYLIGHT LINE r _ E., - 4 21 _tom -�-� • =:7 n W_ _.. r.. ....- .. _. - ...-� .. .-, i..�.� �<�.,,.t...�>�.�.�.,-,.�,ea:-�6.M.,� ,.aw,..,,.�.,_.,......,_.__._. _.,...-_....._._ ___....____._...._..._..... _..,,.,. _._..__..� � .m-: � ...---:=-:. __...�.::. ....,.� _. .�......., rte+ W EX Rfl+ - t - -._.n v- M \ ys o- n _. ��NO r _ _ -._ _ _ i3'50' E EX. 33" SEWER �' EX. 33" SEWER / ; ' / '�Ot�%+RS % I i T/ 1 EXISTING 10' CVWD IRRIGATION EASEMENT TO REMAIN L_� !_ G L L !�T % - T j/ _ _. _ .. -- -- � _ _- _ -. -._ .._... _.. -.- -- .__ _. -- _ _. _ _ .-- -- -_ ._- .- -- -_ . ._... , .� � � � � / __ ,�- ¢ � _ "! �' �''--rv' � - ,r�% , a ,. ..- �� ` y .�`�,i- _ - - - - - - - Q EXISTING UTILITY POLE TO REMOVED PER DRY UTILITY CONSULTANT'S RECOMMENDATIONS 3 11 t% j ! / ,' i ; `� / i // f� \ / n� a -- _ _ _ ._ _ __ .._ - EXISTING TILE DRAIN TO 8E REMOVED WITH ROUGH GRADING ;., 43 N 026'48" W 45 i 46� / / / .. _ _= e E- 0 2 (jj) aU , - n ,......_..._. ..-__r_ ._.. W PROPOSED 10MEANDERING TRAIL PER SEPARATE PIAN 4 EXISTING t8" CVWD PVC IRRIGATION UNE TO PROTECTED IN PLACE 5 R E t .. .. .ti ,::-. �, ,,, [ <. ,. _ ._at�rr., d, ., , t fs , . ,.. >•r~:.x•� .tnr a 31732 x Lu - J t_ f .. .t, - > > .. f - . .. >..U`r ,_ x i ..z) / ,.. ,5_ .2s ., <. :. i., .. L`.E ,. ,. .,.: .,. ... .. : .a .. .i1.. 5 :. i... _... ,. 4... S, f , , ..,. J Y i. \., ,. 1. x. .F. '1 A i ... � .. , ... .. .. ,. T ?, > k.. „ 5f. r , ,. .➢. .. ,.. i .t +. !"' ., .-.. ._r. .. I , ,.. .:i n �. s , M1 \. ,.. ., Y'. `3.' .+ .. .h...v n; -i. n, r r:. ,. s. ,, f... { >,. is .x r � \ { 1 ,.. ,. t. z z ., t3 a 7 � u �f ., ,. n n s. � t. , s .. � t a t > 1 ..:., 2 ., , � , .. w. a, r . � � � ;. ..>., : _:. r. tn=.. t � .. � ...,. F . , ..,. � E ., GURp & GUTTER �..- ,. >1 1 f -,.. '., .r..: ,. h. r.. t ..... y t. ... - _ , .... n. -. t3 _c+'i t,l e .,, u� .. B U .:,,: ::,.. c . f.. IT ....,: t v rv.., .. ,. , „ l.. , s .. ^,... r ,. .J. .... f'e . V> � 7 & r +. i t . �r ,r r - . 2c z f:. 7 v.. t. \ a..: ...... -,. t, .c. r a ;� ,. ,o.. .., ., � 7,2 - 4 .. .`Y .k .r .. ..,/. ...... �1 . , .. ,.3 <\ � .,, r r "s,. � ,x'- r`r r .. Sz .. r s .. � } ) ,n : } { d' 2 .,.. , �;. t � s C >c ,- ,. \. a ..r r , vl v ...a t t . . � e v .. . '>, '.i u. ..< S, S<"r. ,.,. ,. . a,< ..... ... 6 E ..., ..3 y. .,..,. a. f rF:.. �,� Fc'..:1 , a ,c _ _ � ,, ..., f . > � ,.. - , ,. � s., { , . .. rc. n. <„ � . 4 � , xT�„_ PROPOS SIDEWALK EASEMENT co 1 � � � �_ G, L � � � 4 �. L:s � t_ a t _ r" >' . a � � � 2.. O ED ALK EME ,. , , a ...:, 7 .. .� , r .. � ., .... - i.. Z. _ rv.. r ... _ {., r 1 t . ,x . ., .. . } 1, ., x . Y ,,. 2 >, {J r ,.. .h. .-. -l. .t. �:i.. -t 'Y. F r 2d ry ,, i ,v v„ .. r.a-. F .\. .� < ,. z i3. _ t ' f,. �k5er`>, , . ,S '� f ..: ._, 3 . s.l .. . < .. .., , -.. ,E2 z ''i. s ..-; t... ,+ 4 a t. r, ,.. `e .x .^. v ,. .- , .. �, s. .. 2, ... ..., m. „z ., r. --x. c,.._ :: �.. >(. <>. of V$ . 2,„. ,: t : .. :� wx . «-.Y 1 .: :,< > t ., .: �: ,� `,. f.: \ t 5 _, s.. n. 1 >. #.: ) ._ r i .,. W .� .. a _..L ev. ., ,Y .. ., ,. ,.. 1 _. ., .. ., s t i:: � .z ,_ J .ry _,. .. 3 J. :� A .... , .r": _7- ..., i. .b „)) , ,2. e ., ",. ... 3 .- , .., } o- . ... ..,, a:. ... .., , w. t C : .,...< -, ., , , t .x. ,r .v.'u, e r r ,,, - `. 3 T . 1 + ter' .. �.. 3 x. J ,. 4.. ry rv. arc „ . . 1 .. r i, � " . 3 �`i ,tr" .) „.,. e. t � w. > 2'Y :, v '.w- :.;..::.. ,. 1- . , i , :.a,. I .>.. . r4- .1. , .-.. , ... ,. '., r W .r Y_ x zS n ,: .t .1C 7 �c v 1 t � �(, < c,., .. ,<. .,., ..: "',16> .. a.`i � >„- ..Y `'?tl L. u.. ..f .,.. .,. _ .,, ...E e,. .. ... .,w,..., v.. Y,'+'+2'v'v...<- ,.t,.. ., .,.. ,b , c+ i£r. -,. P'... ~zl �,.-,. a .i 5 ,_ .3. k".,.,. ns .,�... .. R,, ,.. �,-, <r< -s.... -v ., ,... .. :\ .,'L `,. `,'',,-� C. t,., o. �',.'xv% z,$, .;af'::"-_`-s. vc.-_.,xr, r"%:^(,: :> t -ate., „�: ..: .n. ... 7„.. _ ,' r. _ ... _. -_:. � �� _ _ .-. ; : - _ - -- - 24 PROTECT EXISTING FENCE IN PLACE x ^IMPROVEMENTS T - - - - - - - - - - M N r' ;e �- �. ----- - - --- l r'__.._._ _ _._ __ _ 5 _ � _ - -- - - � 1 U. w C4NSTRt.�TK�1 RTES PROP. If SD -- 4 o a ' 4 + 4 ' 66 z 67 0 INSTALL 4.5" AC OVER 8" CAB 1 2 1 1 3 1-- 13t1 0 9 8 7 6 5 4 3 2 1 � W 420 5 420.6 2Q INSTALL 8" CURB AND GUTTER PER CITY STD. DWG, NO. 202 N 3 SAWCUT AND REMOVE EXISTING AC AND AB (2' MIN. FROM EX. EDGE ' 419.9 420.0 420.7 420.3 419.9 419.6 419.2 418.8 419.0 419.4 419.9 420.5 AMENDED � � WHERE APPLICABLE) ' I M TR. NO.! 31732 4 ADJUST WATER VALVE TO GRADE A�7 AMENDED TRACT NO. 31733 ®JUST EWER MANHOLE TO GRADE uj O7 INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD, DWG. NO. 330 W 13 CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY FIRST SUBSTITUTE MYLAR �16 ADJUST SEWER FORCE MAIN VALVE TO GRADE THIS MYLAR IS IDENTICAL TO THE MYLAR IPJ RELOCATE EXISTING AIR -VAC BEHIND PROPOSED CURB AND GUTTER AND AP OVED BY THE CITY ENGINEER ON ADJUST TO GRADE PER CVWD STD. 6 7 07 EXCEPT FOR THE REVISIONS 21 INSTALL SANDBAGS PER DETAIL SHT. NO. 2 _ NOTED HEREONO GRAPHIC SCALE DIAL TOLL FREE BASIS OF BEARINGS t o4v,Oy ssi.. 40 0 20 40 80 160 81 1 THE BEARINGS SHOWN HERON ARE BASED ON THE WEST LINE OF � THE NORTHWEST QUARTER NW1 4 OF SECTION 35, TOWNSHIP 6 - +I SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH O°28 48" WEST STANLEY C. ORSE a Ex . 9-30-t7 AT LEAST TWO WORKING DAYS w No. 20596 mLu -- PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 yt p 1t (IN FEET) rj BEFORE YOU DIG OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. R.C.E. 20596 ay9 Cly1l �P 1 inch = 40 f#. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE: -0-1/-x RIVERSIDE COUNTY MS 41131 IP 064119CL NOTE: DS 5/11/16 UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN, REVISE PLAN AND PROFILE TO i. PREPARED UNDER THE DIRECTION OF: aleassomdwalk 2 WORK CONTAINED WITHIN THESE PLANS SHALL NOT REFLECT CURRENT CITY OF LA QUINTA GENERAL PLAN STREET SECTION. ;� ��i// AMENDED 'RACT NO. 317'3 RELLAS NO COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR �gOFESS /� DATE: _, r MORSE Pahn DsuftlS M TMT: CITY OF LA WNTA, STATE OF CALJFORMIA W A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE 4© �! C• f� PnImR3.sen,GA921tt '„�'��W & 5 SHT.., w.....•,A COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY ti hq p T ' L C. MO SE EXP. DATE 9/30717 S C H U L s z Vein: 76!4674.57/5 OF LA QUINTA FOR WORK WITHIN CITY R/W. No. 20596, �� R.. E. 20596 ret w m AP ROVED BY: CITY OF LA QUINTA ��i�� 7q �+ OF��-:SMTS. � got INE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR d Exp. 9-30-17 `` PLANNERS ENGINEERS SURVEYORS STA. 41 +(Ib.t'i(� TO STA. 48+72.036 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN * CIVIL \�* 6 Z l � A PORTION OF THE 5W1 4, OF THE NW1 4, SEC, 35, T6S, R7E, SBM HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 9T BENCH MARK: PD -109-70 E1iV. EIEV. 27, 949 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL F OF CAL\4 TI O ON ON, P. , ATE SCALE: PER PLAN 109-70 CHISEID SQUARE ON r. SD11TW" FOR: 1/Ti. PALIMA, ILC COUNTY 1L. K RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPROVED DATE ELIC W KS - ECTOR/CITY ENGINEER 1wNG 11EILL 2.0 MILES WM ALONG ACM St. PROM hVY.111, 'THEN 2;O MILES REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS DATE: JUNE, 2015ILE NO. ENGINEER COUNTY R.C.E. NO. 45843 EXP. DATE 12-31-16 WEST AVENUE s0, 45 FI. WEST OF Sr.sT�9 18' OF AVENUE 50,; i.�87SI32 317 I�N'LJWS\OPTS �- 6 f6f16 I 55.18' O.C. ; I ©ci ©E4 pCmc $ d p ,y. ,�7• p d r N + G § T + t + S Of g C:7 pp 8: PROP. N'LY � � TOP OF CURB _0% 8@ PROP. N'LY + a g ig 8@ n g TOP Of CURB i +2.00X v + t EX. FS O g °f g cin S ,� m N t + ei, o 0 p PROP. FS O ST. g B -.1.% ' �� 9 6 SC i _0.6296 '� g r p EX. FS o ST. -1.Oox m '� tl PROP. FS O ST. It - _ LW i = -0.5096 J L $ I c EX. FS O C I g PEOIL.IE SCALDS HORIZ. 1"=40' i s I VEIN. 1"=4' --a 10 11 12 13 14 15 16 17 18 '`" SALE 1"=40' CURVE TABLE # 6 R L T A 90°19'44' 35,00' 55,18' 35.20' 89039'55, 35,00' 54.77' 34.80' AMENDED TR. NO. 31733 `aNX j'Qd"' AC OVER CAB MONROE STREET SEE SHT. N0. 3 ' SAWCUT AND Y£ EXISTING PAVEMENT T;` ! (S i rf 1!V Ip lx 1$ ` 19 20 21 22 23 24 25 26 27 2$ 0 NOTES 1 I 421.2 420.7 420.4 420.1 419.6 419,3 419.0 418.6 418.3 418.0 417.8 ' ( Q EXISTING UTILITY POLE TO REMOVED PER DRY UTILITY CONSULTANTS RECOMMENDATIONS F S� 1 °� 6'"� '� i� i " EX. 4° TO BE RELOCATED 3 EXISTING TILE DRAIN TO BE REMOVED WITH ROUGH GRADING PROP. 18° SD} a EXISTING 12" CVWD DRAIN LINE TO BE MOVED PER SEPARATE PLAN IiEI (LOC. ON D q PIPE) co t LOT $ 2 2 13 EXISTING 50' CVWD DRAIN LINE EASEMENT ��G I ` 10+71.35 BCR 2 18 14 2 ' I a 14 2 2 - - - - ED W SIDEWALK _ PER SEPARATE PIAN Q - PROPOS ALK P — N 16 EXISTING RIGHT-OF-WAY D'+OO.00 AVENUi` 61 >. .. __ - - _ ...._ _. _ ._.:_ . -- - ..T. ,. I ,. � ,.�- . - _ ,.. �...��^. PR IN PLACE i , _ _ .-_.., . _ r 1 ... , . � , ....,. 21 EXISTING IRRIGATION STAND PIPE WITH VALVE TO BE PROTECTED r o 94.21 MONROE 3 <.� . _ � -. ". , . EXISTING IRRIGATION VENT PIPE TO 8E PROTECTED IN PLACE 4 I "� . - t. ZG .... <. ; I L .. ...: ,.. - .,r. .. _ , a EXISTING IRRIGATION TANK TO BE PROTECTED IN PLACE 4 I , �.ti 23 EXIST. PL 1 ,. I t _ I , 0 „ W UJ ply B -- --�-- ----- --- -- ----- EP - 2 1 CONSTmcTm Nt)TES i h - PROP. EP TRACT @OUNDARY , ? E _._ p ( - I , t EXIST. EP 21 p { � PRO �+6° SD 18" WlR „ A3 _ .� Y INSTALL 4.5 AC OVER 8" CAB ._ �_ t > t._ _ 16 , _ I ; 1 -- G ; i ;cCiiof Rnr�t 13 ., EXIST, 14° IRR cti INSTALL 8° CURB AND GUTTER PER CITY STD. DWG. NO. 202 1 M 9 EXIST. 14, 100-TEX. 2° TELEPHONE TO BE R€LOCATED EXISTING -'R tGHT iTF WAY , # 3 SAWCUT AND REMOVE EXISTING AC AND AB (2` MIN. FROM EX. EDGE -•n ' DAYLIGHT LINE © ;'8' SHO E€ I�, I o in PfR PARCEL MAP NO. 143 x I - -�, WHERE APPLICABLE) N 8' SHOULDER MB 79/42-43 t/s - I d i a w EXISTING RIGHT-OF-WAY I %°�y° " S ADJUST STORM DRAIN MANHOLE TO GRADE i { I ('s =0=0 i , I aoo PER PARCEL MAP N0. a _ CONSTRUCT TRANSITION FROM c ; e t o eA4-280-014 I 1- Il! I Lou -NOTE: 14388 MB 79/42-43 A.P.N. 764-300-001 64 EDGE OF SHOULDER TO '�` r �:, �� _ ®� `" © ADJUST SEWER MANHOLE TO GRADE a i' I ' m f w + DEVELOPER TO COORDINATE WITH EX. DIRT ROAD 15 MdX to t C"l N , EXIST. PL ' I o {.' 1 ADJUST IRRIGATION STAND PIPE VALVE TO GRADE 1 r'f_ 1 I 'i, lids.; I f Wim' `ro N ADJACENT PROPERTY OWNER TO NO SANDBAGS AT ENTRY. V) S, io �© ,.. :., _ -- '(VOTE: 16 REMOVE EXISTING SIGN AND POST {"STOP AHEAD") G ' I I II' i ;.,.; . a HAVE ALL EXISTING TREES WITHIN , ' , AVENUE� r, ��I 4 - EX DIRT ' ADJUST EXISTING IRRIGATION TANK TO GRADE �� COUNTY RIGHT OF WAY TRIMMED. a I, n ROAD 19 I DEVELOPER TO COORDINATE WITH .�' N . r I I ` i I i 4�y I ADJPENT PROPERTY OWNER TO STALL SANDBAGS PER DETAIL SHT. N0. 2 w I - I I1f ' 21 IN HAVE ALL EXISTING TREES WITHIN 13J O I Tw COUNTY RIGHT OF WAY TRIMMED, Z N FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 4D 0 2O GRAPHIC SCALE 16fl W 6/7/07 EXCEPT FOR THE REVISIONS40 O) >-- �NOTED HEREON 0 o I DIAL TOLL FREE BASIS OF BEARINGS 1 �oe�a�EC root THE BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF vti F Q f 819 THE NORTHWEST QUARTER (NWi /4) OF SECTION 35, TOWNSHIP 6 i�N { IN FEET) ?y . No. 20596 m C.S SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 0'28'48 WEST 1 inch= 40 R. AT LEAST TWO WORKING DAYS STANLEY C. ORSE a Exp. 9-30-17 z U) i -- PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 BEFORE YOU DIG OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. R.C.E. 20596 siyT CIVIL \P# Cj I DATE: l0 f OF CAL\E LL F UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ERSIDE COUNTY S 4113! IP 060119 0 LL NOTE: DS 5/11/16 UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN, REVISE PLAN & PROFILE PREPAR UNDER THE DIRECTION OF: 4'865 Boardwalk TRACT = BELLASENO T R T CURB NT CITY OF LA UINTA GENERAL PLAN STREET SECTION.�� `) f WORK CONTAINED WITHIN THESE PLANS SHALL NOT O EFLEC E Q MORSE Suile, 218 a C� COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR oIR LSS/0' _dpDATE: 4!?& Pa o...n,cayss/i iN E CITY OF LA QUINTA, STATE Or CALIFORNIA A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE 4 �� C. F OR-Sm� �("�' �' SHT.. , W 0 �' 4'0 TA EY C. MOPSE EXP. DATE 9 30 17 S C N U L T Z Vaisa:760.674.5776 ? COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY J R.C.E. 20596 14 OF LA QUINTA FOR WORK WITHIN CITY R/W. No. 20596 " tJ Gt a m AP ROVED 'Y: CiTY OF LA Q NTA AVENUE OF 5WIT5: LsN Exp. 9-30-17 SHE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPON9IEN.E FOR * * PLANNERS N N� R 5 E N 6 1 N E E R 5 SURVEYORS B Y E Y 8 R S STA. 10 +ati+� � STA. �I 8'�"�+� ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN CIVIL �� 6 1 b A PORTION OF THE SW1 4, OF 111E NW1 4, SEC, 35, T6S, R7E, SBM ' LTJ -e HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY "9�F SCALE: PER PLAN B E N C H M A R K: PD -tog -70 EM. ELEV. 27. 943 t1 GS t- p APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL (� CAL\E THY R. JO ON, P.E. DAT 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST FOR; � PAL1�A, LLG COUNTY Vif Ott;, WiTPONSIBLLE FOR DETE R41NG AN ACCEPTABLE SOLUTION AND MARK BY DATE APPROVED DATE PUBLIC WORKS RECTOR/CITY ENGINEER WMIC WALL 2.0 MILES SOUTH ALONG ,IAgCSON ST. FROk! NWY.i11, THEN 2.0 ; s REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY R.C,E, NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 T ALONG AVENUE 50, 45 FT, WEST OF MADISON ST. AND 18' SOUTH OF AMENUE 5I. I: $75LI2\31733\1kfL4NS\2 'Smp•- 6f 16/16 FILE NO. Rit GRAPHIC SCALE 40 0 20 40 80 (INFEST) I Inch = 40 t 8 c; + ip to rn DL FS 0 ST. C FS0ST.Pc 1 I 100, VC PI -414.9 IA 100, VC L --4N-- 7 &-GUT-4 C4 N ui 95.42' 25.00' 39.27-10 19*27 0 CO a? c� .27' O.C. :w PART. 1W VC + DIRECTION OF: ch • 9 REVISIONS rkj^M,rrn DATE: b + C4 PI=414.42 suit#219 6 C4 2 C4 N L I m 0- OWD MASE EXP. DATE 9 30 17 S Vofm 760674-5776 fir) No. 20596 r� -=m R.C.E. 20596 ul m 0 z , z go DIAL TOLL FREE 19 Exp. 9-30-17 2sTHE pp BY: f.- >-� cr- is BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE NORTHWEST QUARTER (NW1/4) OF SECTION 35, TOWNSHIP 6 4 q 8 a: 0 AT LEAST TWO WORKING DAYS SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 928'49' WEST N, P.E.P. , AT + GO co 8 E N C H M A R K: PD -109-70 E&ELEV. 27. 941 109-70 CHISELED MARE ON QQK WOM SOUTW JFL 4 :;: APPROVED DATE 2 4 9 S UP_ ENGINEER 9 _* M+ + c R. OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 + 0 + C-1 + 0 FL FL FIL :w DL FS 0 ST. C FS0ST.Pc MOONSTONE WAY SEE ON SITE STREET IMPROVEMENT PLAN 20 �� BEGIN TRA co uj 0) LIJ q uj15 P> A (L7) Aft M-1 T TRACT BOUNDARY LIGH1 1 I 100, VC PI -414.9 2 9 0") 100, VC L --4N-- 7 &-GUT-4 C4 N ui 1* I A4 25.00' rz 006 0) 00? CO a? c� + 00 9+ :w + + DIRECTION OF: ch • 9 REVISIONS rkj^M,rrn DATE: b + C4 + C4 suit#219 6 C4 MOONSTONE WAY SEE ON SITE STREET IMPROVEMENT PLAN 20 �� BEGIN TRA co uj 0) LIJ q uj15 P> A (L7) Aft M-1 T TRACT BOUNDARY LIGH1 N'LY OF CURB 1 I 100, VC PI -414.9 2 9 0") co CD NghU �14 C4 N ui 1* I A4 25.00' TBT 0+) + 764 63-39'17' eq N'LY OF CURB X A41 PROP. N'tY EP 50.00, AK 0 < AP 0 08 I= >_ < > L;j 'W;�' 2 * 100, VC PI=414.42 A NghU �14 C4 N 0 1* I A4 25.00' TBT 1 O-O.00T- APAR 764 63-39'17' 0) 24. 55' to s U DIRECTION OF: • 9 REVISIONS rkj^M,rrn DATE: b + C4 + C4 suit#219 6 C4 2 C4 N X A41 PROP. N'tY EP 50.00, PROP. N'LY EP Z _1t 4OX -1 100, VC i 100, VC 50.00' PI=414.93 PI=414.43 -PART. low VC RW— PIM 25.00' 25.01Y 54.00' ON EP g ON F.P. ON E.P. 6.92' o CR 'R 9 C14 4 V 9 Etd N Nd + + + + + C4 NC4 I :t 'W + + + N + C4 — — — - — — — — — — — — — — — — — -- — — — - - - - - - - - ------ - 7& FS * EP PROP. FS 0 n S# PROP. FS 0 EP 21 22 23 24 AMENDED TR. NO. 31733 ra PROP.1,SD_7 OP. EP < V) PR Lu CJ ULRE SHO 'R us DEVELOPER 4'COORDINATE: p Lu < ADJACENT PROPER 6 ER! TO q i'm ALI- HAVE,ALt,-E T WITHIN COU"Hf F M : T fING RIGI1,ff__ IN X EXITING dear ) AK 0 < AP 0 08 I= >_ < > L;j 'W;�' 2 * (#) A NghU �14 C4 N 0 1* I A4 25.00' TBT 1 O-O.00T- APAR PROP. N'LY EP Z _1t 4OX -1 100, VC i 100, VC 50.00' PI=414.93 PI=414.43 -PART. low VC RW— PIM 25.00' 25.01Y 54.00' ON EP g ON F.P. ON E.P. 6.92' o CR 'R 9 C14 4 V 9 Etd N Nd + + + + + C4 NC4 I :t 'W + + + N + C4 — — — - — — — — — — — — — — — — — -- — — — - - - - - - - - ------ - 7& FS * EP PROP. FS 0 n S# PROP. FS 0 EP 21 22 23 24 AMENDED TR. NO. 31733 ra PROP.1,SD_7 OP. EP < V) PR Lu CJ ULRE SHO 'R us DEVELOPER 4'COORDINATE: p Lu < ADJACENT PROPER 6 ER! TO q i'm ALI- HAVE,ALt,-E T WITHIN COU"Hf F M : T fING RIGI1,ff__ IN X EXITING dear ) 33 415.7 FEI* 47 GAS TO I RELOCATED (LOC. ON SO t PIPE) C> + 35 14* z 25 EX. N'LY EP DL FS 9 CROWN w in C14 voftv, 9 6 w aw :z i 0! amw � ffi �0_ n t� (9 Ll. Z58 Uzi 0 uj + 0 mc ,, �1 G§ - 8 gco=�<L'IC5 I = C24 V uj 0 >� w El 36 0 uv)w 0 N 764 A.P.M. -290-003 1 N 415.7 NO TREES EXIST. WITHIN u=j aw uj C,,�� RUCTIp§�-,IMPRQVEV 91 91 ST K, Q T AREA mg a. UTI 0= tF ;7, TRACT BOUNDARY PROTECTED IN PLACE ui 0 - Lo x c DAYLIGHT LINE ci E UWZ Ll 21 15 EX15 21 15 R/W 2' N 487T W V HORiZ. 1"=40' VERT. 1"=4' PLAN SCALE CONSTRWTION NOTES 1"=40' INSTALL 4.5' AC OVER fr CAB INSTALL T CURB AND GUTTER PER CITY STD. DING. NO. 202 SAWCUT AND REMOVE EXISTING AC AND AB (2' MIN. FROM EX. EDGE WHERE APPLICABLE) ADJUST WATER VALVE TO GRADE (�) ADJUST STORM DRAIN MANHOLE TO GRADE 0 INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. DWG. NO. 330 CONSTRUCT CURB RAMP PER CITY STD. 250 (CASE 'X) @ CONSTRUCT CURB GUTTER TRANSITION FROM 87 TO T CURB FACE @ CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY 17 ADJUST IRRIGATION STAND PIPE VALVE To GRADE 21 INSTALL SANDBAGS PER DETAIL SHT. NO. 2 fl EXISTING UTILITY POLE TO REMOVED PER DRY UTILITY CONSULTANTS F2 EXISTING TILE DRAIN TO BE REMOVED WITH ROUGH GRADING F81 EXISTING IRRIGATION STAND PIPE PROTECT IN PLACE F13� EXISTING 50' CVWD DRAIN LINE EASEMENT 'ROP '�i` _a. rn Fl 4� PROPOSED 8' SIDEWALK PER SEPARATE PLAN EXISTING EDGE OF PAVEMENT Rt NAT6K, _y F15 L 20 DAYLIGHT LINE -OF-WAY y ��EXIST. T ONE LINE EXI 6 PER PARCEL MAP NO. ELAR/W PROPOSED SIDEWALK EASEMENT PROP. N EXISTING RIGHT W —VAR. 2:1 SLOPE 14388 MB 79/42-43 RtLOCAAD 8 2D , - ,, i _6 - DAYLIGHT -VAR. SHOULDER (8' TYPICAL) PROTECT EXISTING FENCE IN PLACE S "V K K kg i� \�t E EE CROSS SECTIONS i q F251 EXISTING MAIL BOX PROTECT IN PLACE -15 4S yj 01, R/WZ�� _§HT. NO. 12 E OF EXISTING_bIRT-PARKING LOT E EXISTING GATE PROTECT IN PLACE DE EXIST. D 1 RE -GRADE 1 - DIRT R !ROAD ENTRY, NO A.P.N. 764-300-003 F2_81 EXISTING HOSE CONNECTION PROTECT IN PLACE T EX. UTILITY PQL�,,_ SANDBAGS AT ENTRY I I e \X1 x I I A TO BE PROTECTED 29 EXISTING IRRIGATION MANHOLE PROTECT IN PLACE A � �, IK�',45 '' EX. HOUSE !UMIT OF WORK EDGE OF EXIST. 147 IRR IN PLACE 30 EXISTING FENCE WITH SHRUBS PROTECT IN PLACE DIRT ROAD PROTECT EXISTING TREES BEHIND FENCE IN PLACE EX. CRATES (REMOVE/TRIM SHRUBS AS NEEDED TO ACCOMMODATE PROPOSED SHOULDER) EX WAREHOUSE 24 I LOCATED APPROX. 6± FROM FENCE EXIST. PL EXIST. DIRT ROAD F3_21 EXISTING GARDEN WALL PROTECT IN PLACE FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR ED BY THE CITY ENGINEER ON �6PI17007V EXCEPT FOR THE REVISIONS NOTED HEREON, AK 0 < AP 0 08 I= >_ < > L;j 'W;�' 2 * (#) A JNT.LrJ 140,18 MB� 7V 2 0 0 25.00' TBT 61-03'25' O-O.00T- APAR 764 63-39'17' 39.5 5' 1 43,94' 1 24. 55' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE MR DETERMINING AN ACCEPTABLE SOLUTION AND fakENSING THE PLANS FOR APPROVAL BY THE COUNTY U DIRECTION OF: MARK BY DATE REVISIONS rkj^M,rrn DATE: b z 0 suit#219 6 2 AVEN L I m 0- -STANLEY C. MASE EXP. DATE 9 30 17 ), Vofm 760674-5776 fir) No. 20596 r� -=m R.C.E. 20596 m 0 z , z go DIAL TOLL FREE BASIS OF BEARINGS Exp. 9-30-17 2sTHE AP OVED BY: f.- >-� cr- I 811 BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE NORTHWEST QUARTER (NW1/4) OF SECTION 35, TOWNSHIP 6 PLANNERS a: 0 AT LEAST TWO WORKING DAYS SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 928'49' WEST N, P.E.P. , AT SCALE: PER PLAN 8 E N C H M A R K: PD -109-70 E&ELEV. 27. 941 109-70 CHISELED MARE ON QQK WOM SOUTW HY R CL t+3 u- APPROVED DATE PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 PUBLIC WR6WNA S UP_ ENGINEER WING WALL 2.0 MILES SOUTH ALONG AaSDN ST. FROM NW.111, THEN 2.0 M BEFORE YOU DIG R. OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 WEST ALONG AVENUE 50, 45 FT. WEST OF WISON ST. AND IV SOUTH OF AVI 33 415.7 FEI* 47 GAS TO I RELOCATED (LOC. ON SO t PIPE) C> + 35 14* z 25 EX. N'LY EP DL FS 9 CROWN w in C14 voftv, 9 6 w aw :z i 0! amw � ffi �0_ n t� (9 Ll. Z58 Uzi 0 uj + 0 mc ,, �1 G§ - 8 gco=�<L'IC5 I = C24 V uj 0 >� w El 36 0 uv)w 0 N 764 A.P.M. -290-003 1 N 415.7 NO TREES EXIST. WITHIN u=j aw uj C,,�� RUCTIp§�-,IMPRQVEV 91 91 ST K, Q T AREA mg a. UTI 0= tF ;7, TRACT BOUNDARY PROTECTED IN PLACE ui 0 - Lo x c DAYLIGHT LINE ci E UWZ Ll 21 15 EX15 21 15 R/W 2' N 487T W V HORiZ. 1"=40' VERT. 1"=4' PLAN SCALE CONSTRWTION NOTES 1"=40' INSTALL 4.5' AC OVER fr CAB INSTALL T CURB AND GUTTER PER CITY STD. DING. NO. 202 SAWCUT AND REMOVE EXISTING AC AND AB (2' MIN. FROM EX. EDGE WHERE APPLICABLE) ADJUST WATER VALVE TO GRADE (�) ADJUST STORM DRAIN MANHOLE TO GRADE 0 INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. DWG. NO. 330 CONSTRUCT CURB RAMP PER CITY STD. 250 (CASE 'X) @ CONSTRUCT CURB GUTTER TRANSITION FROM 87 TO T CURB FACE @ CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY 17 ADJUST IRRIGATION STAND PIPE VALVE To GRADE 21 INSTALL SANDBAGS PER DETAIL SHT. NO. 2 fl EXISTING UTILITY POLE TO REMOVED PER DRY UTILITY CONSULTANTS F2 EXISTING TILE DRAIN TO BE REMOVED WITH ROUGH GRADING F81 EXISTING IRRIGATION STAND PIPE PROTECT IN PLACE F13� EXISTING 50' CVWD DRAIN LINE EASEMENT 'ROP '�i` _a. rn Fl 4� PROPOSED 8' SIDEWALK PER SEPARATE PLAN EXISTING EDGE OF PAVEMENT Rt NAT6K, _y F15 L 20 DAYLIGHT LINE -OF-WAY y ��EXIST. T ONE LINE EXI 6 PER PARCEL MAP NO. ELAR/W PROPOSED SIDEWALK EASEMENT PROP. N EXISTING RIGHT W —VAR. 2:1 SLOPE 14388 MB 79/42-43 RtLOCAAD 8 2D , - ,, i _6 - DAYLIGHT -VAR. SHOULDER (8' TYPICAL) PROTECT EXISTING FENCE IN PLACE S "V K K kg i� \�t E EE CROSS SECTIONS i q F251 EXISTING MAIL BOX PROTECT IN PLACE -15 4S yj 01, R/WZ�� _§HT. NO. 12 E OF EXISTING_bIRT-PARKING LOT E EXISTING GATE PROTECT IN PLACE DE EXIST. D 1 RE -GRADE 1 - DIRT R !ROAD ENTRY, NO A.P.N. 764-300-003 F2_81 EXISTING HOSE CONNECTION PROTECT IN PLACE T EX. UTILITY PQL�,,_ SANDBAGS AT ENTRY I I e \X1 x I I A TO BE PROTECTED 29 EXISTING IRRIGATION MANHOLE PROTECT IN PLACE A � �, IK�',45 '' EX. HOUSE !UMIT OF WORK EDGE OF EXIST. 147 IRR IN PLACE 30 EXISTING FENCE WITH SHRUBS PROTECT IN PLACE DIRT ROAD PROTECT EXISTING TREES BEHIND FENCE IN PLACE EX. CRATES (REMOVE/TRIM SHRUBS AS NEEDED TO ACCOMMODATE PROPOSED SHOULDER) EX WAREHOUSE 24 I LOCATED APPROX. 6± FROM FENCE EXIST. PL EXIST. DIRT ROAD F3_21 EXISTING GARDEN WALL PROTECT IN PLACE FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR ED BY THE CITY ENGINEER ON �6PI17007V EXCEPT FOR THE REVISIONS NOTED HEREON, Lu —0 (1) 5 z CURVE TABLE < AP 0 08 I= >_ < > L;j 'W;�' 2 * (#) A R L T <A-) 90.00,00, 01 1 25.00' 39,27' 25.00' TBT 61-03'25' 1 42.63' 1 45 43' 1 25.14' 63-39'17' 39.5 5' 1 43,94' 1 24. 55' Lu —0 (1) 5 z UO 8 fin U < AP 0 08 I= >_ < > L;j 'W;�' 2 * UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CIVIL NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY R/W. Al UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN, REVISE PLAN PROFILE TO MATCH CURRENT CITY DATE: In VMA OF LA QUINTA GENERAL PLAN STREET SECTION. qT A'CALI THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE MR DETERMINING AN ACCEPTABLE SOLUTION AND fakENSING THE PLANS FOR APPROVAL BY THE COUNTY UNDER DIRECTION OF: MARK BY DATE REVISIONS rkj^M,rrn ESS/ AC OVER CAB AC GRIND/OVERLAY NO. 2059 STANLEY C. MORSE Exp. 9-30-17 SAWCUT AND REMOVE EXISTING PAVEMENT I OF15 SHTS 15+57.91 D. 35, TPS, R7E, SBM I COUNTY ra, R.C.E. 20596 CIVIL DATE: In VMA qT A'CALI PREPATHE gD UNDER DIRECTION OF: 41865 Bawdwalk pROfEss/ DATE: b MORSE suit#219 C. Palm 0"ad, CA 92211 -STANLEY C. MASE EXP. DATE 9 30 17 S C H U L T Z Vofm 760674-5776 No. 20596 r� -=m R.C.E. 20596 defoombmwung-flet Exp. 9-30-17 m AP OVED BY: CITY OF LA QUINTA PLANNERS ENGINEERS SURVEYORS qT CIVIL OF N, P.E.P. , AT SCALE: PER PLAN 8 E N C H M A R K: PD -109-70 E&ELEV. 27. 941 109-70 CHISELED MARE ON QQK WOM SOUTW HY R APPROVED DATE 0� CAL\� PUBLIC WR6WNA S UP_ ENGINEER WING WALL 2.0 MILES SOUTH ALONG AaSDN ST. FROM NW.111, THEN 2.0 M rr)l INITY R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 WEST ALONG AVENUE 50, 45 FT. WEST OF WISON ST. AND IV SOUTH OF AVI I OF15 SHTS 15+57.91 D. 35, TPS, R7E, SBM I COUNTY ra, A.P.N. 764-280-014 CITY OF LA QUINTA EX. EDGE STRIPE a 14 c 1 531 �-EX. EP COU NTY OF RNERSIDE EX. R/W - , A.P.N. 764 ��200 -C�� •Ol EX. R/W la PROP. EP mw r. EXISTING ROADWAY � 4 INSTALL TELESPAR SQUARE TUBULAR POST PER CITY STD. INSTALL R7 -9A SIGN PER CA MUTCD 2014 5�4 INSTALL 6" WHITE SOLID BIKE LANE LINE PER CA MUTCD 2014, A20D DEI. 39 INSTALL 6" WHITE DASHED BIKE LANE LINE PER CA MUTCH 2014, A20D DET. 39A STENCIL "BIKE", "LANE' PER CA MUTCD 2014 STD 58 INSTALL C WHITE LANE LINE SOUD/TYPE 'G' RPM PER CA MUTCD 2014 STD. 60 INSTALL DOUBLE YELLOW MEDIAN ISLAND PER CA MUTCD 2014 t+. fit' INSTALL 4" WHITE DASHED LANE LINE PER CA MUTCD 2014 DET. 12 (WITH O - INSTALL EDGE LANE LINE PER CA MUTCD 2014 STD. DWG. A208 DET. 278 Q INSTALL D3-1(CA) STREET NAME SIGN WITH 6" UPPER CASE AND 4.5" O LOWER CASE WHITE LETTERS ON A GREEN BACKGROUND PER CA MUTCD 2014 AVENUE 61 SEE SHT. NO. 8 `- LOT -1 SIGN IV* d CONSTRUCTION NOTES Q INSTALL TELESPAR SQUARE TUBULAR POST PER CITY STD. INSTALL R7 -9A SIGN PER CA MUTCD 2014 5�4 INSTALL 6" WHITE SOLID BIKE LANE LINE PER CA MUTCD 2014, A20D DEI. 39 INSTALL 6" WHITE DASHED BIKE LANE LINE PER CA MUTCH 2014, A20D DET. 39A STENCIL "BIKE", "LANE' PER CA MUTCD 2014 STD 58 INSTALL C WHITE LANE LINE SOUD/TYPE 'G' RPM PER CA MUTCD 2014 STD. 60 INSTALL DOUBLE YELLOW MEDIAN ISLAND PER CA MUTCD 2014 DET. 29 (WITH RPM) fit' INSTALL 4" WHITE DASHED LANE LINE PER CA MUTCD 2014 DET. 12 (WITH ALTERNATING TYPE 'G' RPM) @ INSTALL EDGE LANE LINE PER CA MUTCD 2014 STD. DWG. A208 DET. 278 Q INSTALL D3-1(CA) STREET NAME SIGN WITH 6" UPPER CASE AND 4.5" LOWER CASE WHITE LETTERS ON A GREEN BACKGROUND PER CA MUTCD 2014 INSTALL STREET NAME SIGN PER CITY STD. DWG NO. 500 INSTALL BLUE HYDRANT MARKER PER CITY STD. 0 INSTALL 4" DOUBLE YELLOW STRIPE NO PASSING CA MUTCD 2014 DETAIL 22 (WITH RPM) NOTES 19 PROPOSED R1-1 (24") SIGN PER TRAIL PLAN t� T oz 0 [ tL C1"'3 0 ii 0y.. L10 Z ( DIAL TOLL FREE 1 811 SAT LEAST TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY R/W. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSSI.E FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSITILE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL Bl` THE COUNTY. X71', M GRAPHIC SCALE 40 BO ( IN FEET) I inch= 40 ft. FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 6/7107 EXCEPT FOR THE REVISIONS NOTED HEREONQ OF ESS/ �N4 160 QR ��%=BEV C. No. 20596 r" S ANLEY C. MORSE a Exp. 9-30-17 R.C.E. 2005996�� * CIVIL b/ Z�I/1 �Q DATE: qTF CF Cpt1F ' XPIRED PIAN, REVISE PLAN TO REFLECTPREPA D UNDER THE DIRECTION OF: PLAN STREET SECTION. flFESS/� DATE: to No. 20596 m w m API D BY: CCT`/ OF LA QUINTA c>;* Exp. 9-30-17 *� • �Iv1L�i b �'T£� CALIF O HY R. J SnN, P.E. T REVISIONS APPROVED DATE PUBLIC W KS IREGTOR/CITY ENGINEER rnithiTy R.C.E. NO. 45843 EXP. DATE 12-•31-16 RAISED DED TR. BIKE LANE 15@ R'7 -9A 1S"W x 12"H Li PER MUTCD 2003, CA SUP. - INCLUDES REGULATORY, WARNING & GUIDE SIGNS - DOES NOT INCLUDE COMBINATION SETS OF SIGNS ON ONE POLE NTS 41665 Boardwalk MORSE SWR►218 Patin Oscan, CA 42211 S C H U 6 T Z Vohw.760.6741 margh6 PLANNERS ENGINEERS SURVEYORS SCALE: PER PLAN 0 E N C H M A R K: PD -109-70 ELEV. E EV. 27.941 10.4-70 CHISELED SQUARE ON CANAL EIRIDIX Stk1THFAST GATE: JUNE. 2016 WING WALL. 2.0 MILES SOUTH AUQNG JATAtSON ST. RSY.111, M HWTHEN 2.0 MISS WEST AIM AVETJUE 50. 45 FT. WEST OF MAI ST. AND I& SOUTH OF AVEHUI �1 COUNTY FILE NO. (2) ()JUTW C2 2 \\ EXIST. PL - IX DIRT ROAD I t INT. 10+00.00 AVENUE 61 =36+44.21 MONROE STREET A.I.N. 764-280-014 5 0 i GRAPHIC SCALE 40 0 20 40 80 =J (IN FEET) 1 inch= 40 R. 11rJ' LOT B 10+57.76 20 1 21 MOONSTONE WAY SEE ON SITE SIGNING AND STRIPING IMPROVEMENT PLAN Q R7 -9A Q Ri-1 $@3 W1-8 (TRIPLE) ®R6OB(CA) 18"W x ,2"H 413" x 48" 48"W x 247H (EACH) 54"W x 48"H DIAL TOLL FREE # 811 AT LEAST TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY R/W. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROV& OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE REsPONrAkE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FDR APPROVAL BY THE COUNT'. AMENDED TRACT NO. 31733 wj NN 24 25 26 Lo N LOT C CIM _ 9 __ __ _ _ 9: EXIST. EP� PROP. EP TRACT BOUNDARY COUNTY Of RINERSiDE A.P.N. 764-3200 -OOO 1 A Aft � AMENDED TRACT NO. 31733 9O W4 -4P 24W x 12"H 91 W3-1 30" x 30" 59 R26(CA) i2"W X 1TH L�1•�I:Ta�i�HIT[KT:i:Ta`il��TiE 1, R � : a. dC±:��►:1iFeii:I�Ii>F�X�71lI�i �� 1;3aT11*3LrT a b LA 9 TRACT Gy BOUNDARY fa {FSE A P.N. 764 2�rJ 00 Q3, A.P.N. I'lC�Q `G© 0000 PROTECT IN PLACE A.P.N. 764-3200-©C�3 FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR BY THE CITY ENGINEER ON LOVED 07 EXCEPT FOR 71 89 8 i i 6 9 12 _..._ _ __ _ _ _ ..- -.- - -- _.. - _ _-- -- - -- - -- PROP. EP ` EXIST. EP /r y � s No. 20596 ^ STANLEY C. MORSE I' EXIST. R/W t� W clvtL DATE: LAc �Ir CP CAL\\ I I� 2 Ir O V MOONSTONE WAY SEE ON SITE SIGNING AND STRIPING IMPROVEMENT PLAN Q R7 -9A Q Ri-1 $@3 W1-8 (TRIPLE) ®R6OB(CA) 18"W x ,2"H 413" x 48" 48"W x 247H (EACH) 54"W x 48"H DIAL TOLL FREE # 811 AT LEAST TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY R/W. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROV& OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE REsPONrAkE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FDR APPROVAL BY THE COUNT'. AMENDED TRACT NO. 31733 wj NN 24 25 26 Lo N LOT C CIM _ 9 __ __ _ _ 9: EXIST. EP� PROP. EP TRACT BOUNDARY COUNTY Of RINERSiDE A.P.N. 764-3200 -OOO 1 A Aft � AMENDED TRACT NO. 31733 9O W4 -4P 24W x 12"H 91 W3-1 30" x 30" 59 R26(CA) i2"W X 1TH L�1•�I:Ta�i�HIT[KT:i:Ta`il��TiE 1, R � : a. dC±:��►:1iFeii:I�Ii>F�X�71lI�i �� 1;3aT11*3LrT a b LA 9 TRACT Gy BOUNDARY fa {FSE A P.N. 764 2�rJ 00 Q3, A.P.N. I'lC�Q `G© 0000 PROTECT IN PLACE A.P.N. 764-3200-©C�3 FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR BY THE CITY ENGINEER ON LOVED 07 EXCEPT FOR THE REVISIONS NOTED HEREONQ pTESsi 0' c.i� y � s No. 20596 ^ STANLEY C. MORSE Exp. 9-30-17 R.C.E. 2/0559966 clvtL DATE: LAc �Ir CP CAL\\ SIGHNG AND STRFINIG NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PIANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHW& 3. ALL WORK SHALL BE DONE iN ACCORDANCE WITH THE STANDARD SPECIFICATIONS STANDARD SPECiFTCATKONS AND STANDARD PLANS, UNLESS OTHERWISE STATED. FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA 4. USED PAVEMENT MARKERS SHAD. 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 CENTERUNE CONTROL POINTS (ON 5O 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 SHALT. 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 COMPLEIIxLY 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 1800-422-4133) 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. CONSTRUCTION NOTES INSTALL TELESPAR SQUARE TUBULAR POST PER CITY STD. Q INSTALL R7 -9A SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. 59 INSTALL R26 SIGN PER CA MUTCD 2014 AND DETAIL THiS SHT. 6@3 INSTALL EDGE LANE LINE PER CALTRANS STD. DWG. A208 DET. 27B INSTALL 12" LIMIT LINE PER CA MUTCD 2014 STD. PLAN A24E /? INSTALL R1 -i PER CA MUTCD AND DETAIL THIS SHT. INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 500 $1 INSTALL TYPE N-1 (CA) (OM1 -3) OBJECT MARKER INSTALL W1-7 SIGN (TWO WAY ARROW) PER CA MUTCD 2014 AND DETAIL THIS SHT. INSTALL W1-8 (TRIPLE) CHEVRON SIGN (LEFT & RIGHT) PER CA MUTCD 2014 AND DETAIL THIS SHT. 84 INSTALL R60B(CA) SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. INSTALL COMBINATION TYPE IV ARROW MARKING (L AND R) PER CA MUTCD 2014 STD. PLAN A24A Q INSTALL BLUE HYDRANT MARKER PER CITY SIO. 89 STENCIL "STOP" PER CA MUTCD 2014 STD. DWG. NO. A24D 90 INSTALL W4 -4P SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. Ji INSTALL W3-1 SIGN PER CA MUTCD 2034 AND DETAIL THIS SHT. 0 STENCIL "STOP AHEAD" PER CA MUTCD 2014 STD. DWG. NO. A24D INSTALL 4" DOUBLE YELLOW STRIPE NO PASSING CA MUTCD 2014 DETAIL 22 (WITH RPM) Y PREP D UNDER THE DIRECTION OF: 414" "ardwalk AMENDED TRACT NO. 31733 IBELLA ENO pf E$$ j DATE: 1 M 0 R 5 E Sai» 218 e¢ QN IN THy E CITY O .L,A' QUIN�7 S�T�AhTE@e 3P CALIFORNIA E� C. X 4f Palm desert, CA 92211 Lill - WE VFW SOM R. SIMPM SHT. 8A AANLEYC. MORSE EXP. DATE 9 30 17 5 C H d t F Z Yaia r6@fi74+5?ib�" R.C.E. 20596 I No. 24596 r.r Exp. 9-30-17 * 7=)L�f� CITY OF LA QUI A ANENUE 61 OF SHTS.FDATE. ANNERS ENGINEERS SURVEYORS STA. 10+00.00 TO STA. 25+57.91 V{L ��'1A �� A PORTION OF THE SW1 4 OF THE NWi 4 SEC. 35 T6S R7f SBM T 8 E N C H M A R K: PO -109-70 1V. ELEV. 27. 93i F qr �,4 HY R. CNA N, P.E. TE PER PLAN 109-70 CNiS M SOI W ON CN& BRIUt,i SUUTIIW FOR: NTL P Lei A LLC COUNTY ti" PUBLIC WO (S D CTOR/CITY ENGINEER wn� VAL 2A MILES SOUMM KONG A SON ST. FROI WY.111, TM 2.O WES R.C.E. N0. 45843 EXP. DATE 12-31-16 NE. 2015 BEST Iy,O�, AVENUE 50, 45 FT: HEST OF MADISON ST. Aivi is' SOUTH OF AVENUE 50. I:�67562`3,733j ,5- 6Jt6 16 FILE NCI. CONCURRENT IMPROVEMENTS PER TRACT NO. 31732, AMENDMENTNO. 2 0 10 LEGEN Lo 0 ca , Jc°6 OD _ 422 424 3 ® +qt LUc� 4 PROPOSED AC OVER CAB C4 s z o Mi ®� �- ®N SAWCUT AND REMOVE EXISTING IX. PAVEMENT -1.62X PAVEMENT (2° MINIMUM) by d C4 C4 ® +�1i AC GRIND (0.1° MIN. DEEP) _ c I� 1.71%`1®® - 421 423 pj�, _.. C4 eYiiiJU AND AC OVERLAY PROPOSED IMPROVEMENTS + C-4 1 ® T9- PCC CONCRETE - - - - - - EXISTING IMPROVEMENTS ___ a .•. CURB & GUTTER ® INSTALL SANDBAGS PER DETAIL SHT. N0. 2 `� ^ a PROP. 40 AC -1420 OVER T3`° CAB EG EXISTING GROUND 422 FG FINISH GRADE 4 9 + Q 0.0 0 NOTE: (PROP. 4.5° AC '�--:• 48+72.06 -TRACT BOUNDARY If CURB AND GUTTER IX. PAVEMENT 46+0.00 OVER Er CAB AMENDED TRACT NO. 31733 s. igo sq R�gln 5ta" So NN 0 * + N "®' `f ®Ctq A.41.Z A9 Z _ r31 _ _ � � v EX. PAVEMENT I UVtK O cants i UNDER THE DIRECTION OF: TE: -.. C 41865 Boardwalk M O RSe S,,;r.218 Palm Desert, CA 92211 AMENDED TRACT NO, 31733 - BELL ASENO SI.. T. 9 EOR SIGNATURE TO REFRESH EXPIRED PLAN, REVISE CROSS SECTIONS -v! • b Q�OFESS/p� c. 9CF cr- wiff v Gots W5� 0) � _� i� _ 1® 424 423 _*04 cut �:d Cid eD o "' � 0 0�N o o�c N FOR. V`I'•L PAUZADA, LLC COUNTY .. m APPROVED DATE REVISIONS CaUNTY R.C.E. N0. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 + I:\87502\31733\IMPLANS\OFFSITE\SIP- 6/16/16: FILE NO. 423 _ 422 A2 Z A01 EX. PAVEMENT I UVtK O cants PREPARE _ UNDER THE DIRECTION OF: TE: -.. 47+80.00 41865 Boardwalk M O RSe S,,;r.218 Palm Desert, CA 92211 AMENDED TRACT NO, 31733 - BELL ASENO SI.. T. 9 EOR SIGNATURE TO REFRESH EXPIRED PLAN, REVISE CROSS SECTIONS -v! • b Q�OFESS/p� c. 9CF ECT CURRENT CITY OF LA QUINTA GENERAL PLAN STREET SECTION. IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ITL` STRE ' M" O ST ldfr I G til W - IV�iar7 0) � _� i� _ 1® EXP. DATE 9/30/17 CITY OF LA QUINTA (O Lg 14 ON, P.E. DATE ECTOR/CITY ENGINEER 424 _ 423 _ 5 E ® � 0 0�N o o�c N FOR. V`I'•L PAUZADA, LLC COUNTY .. m APPROVED DATE REVISIONS CaUNTY R.C.E. N0. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 wESr ALONG AVENUE 50, 45 Fr. WEST OF MADISON ST. AND 1W SOUTH OF AVENUE 50. I:\87502\31733\IMPLANS\OFFSITE\SIP- 6/16/16: FILE NO. 423 _ 422 NOTE: MUS 15/11/1 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY R/W. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISING THE PLANS FOR APPROVAL. BY THE COUNTY.. r��ninix-rn STANLEY C/MORSE R.C.E. 20596 DATE: Z /l 74 50 40 30 20 10 0 10 20 30 40 50 PROF" 80ALm O e i._.. ®._.. , COUNTY MS .' a113. .. . Of T r 0 PREPARE _ UNDER THE DIRECTION OF: TE: -.. .; 41865 Boardwalk M O RSe S,,;r.218 Palm Desert, CA 92211 AMENDED TRACT NO, 31733 - BELL ASENO SI.. T. 9 EOR SIGNATURE TO REFRESH EXPIRED PLAN, REVISE CROSS SECTIONS -v! • b Q�OFESS/p� c. 9CF ECT CURRENT CITY OF LA QUINTA GENERAL PLAN STREET SECTION. IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ITL` STRE ' M" O ST ldfr I G til W - IV�iar7 ✓ w No. 20596 ''" m Exp. 9-30--17 * Y* �TgTF CIVIL\P \'i STAN C. MOR R.C.E. 20596 AP ROVED BY: TI TI THY R. ON ELIC WO KS EXP. DATE 9/30/17 CITY OF LA QUINTA (O Lg 14 ON, P.E. DATE ECTOR/CITY ENGINEER PLANNERS SCALE: PER PLAN S C M U L T 2 Voice: 760-674.5776 cbergh®mdscansalGnq.net ENGINEERS SURVEYORS 8 E N C H M A R K: PD -109-70 ELEV. ELEV. 27, 941 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY.111, THEN 2.0 MILES W PLA Noffin �j MOI�� STREET CROSS sE�N6 A PORTION OF THE SW1 4, Of THE NWt 4, SEG. 35, T6S, R7E, SBM QF�'. SHT FOR. V`I'•L PAUZADA, LLC COUNTY .. m APPROVED DATE REVISIONS CaUNTY R.C.E. N0. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 wESr ALONG AVENUE 50, 45 Fr. WEST OF MADISON ST. AND 1W SOUTH OF AVENUE 50. I:\87502\31733\IMPLANS\OFFSITE\SIP- 6/16/16: FILE NO. 0 FA COUNTY LEGEND PROPOSED AC OVER CAB a- SAWCUIT AND REMOVE EXISTING 10 PAVEMENT (2- MINIMUM) 8 AC GRIND (0.1' MIN. DEEP) + AND AC OVERLAY to PROPOSED IMPROVEMENTS - - - - - - EXISTING IMPROVEMENTS (p INSTALL SANDBAGS PER DETAIL SHT. NO. 2 EG EXISTING GROUND FG FINISH GRADE MA RK BY DATE NOTE. 0 ->J-06 Ir CURB AND GUTTER COUNTY (-36.63X) 02*q Ek WALL cn EX. GROUND 04 N+C4 z 0+ o. [.&.n Aml I I 30' COUNTY R/W K1111,211 - COUNTY R/W Pilo) C4 � + + 25 228 '7t4 , 0 40 AC C4 TCN C) COUNTY 0< a- �t + C4 I OVER Er CAB m 10 8 W zo IR + Cq to a: Xa AR W CO LO, + CL __R >j + Z MA RK BY DATE tC�Om 0 ->J-06 a S C H U L T Z Voice; 760-674-5776 UO 0 m R.C.E.,,. 20596 CL ST. + 59 C*4 Q C4 C4 Exp. -30-17 LL. BY: CL PLANNERS (10 >7 SURVEYORS + TF �B C NF CL to P.E. ATE SCALE: PER PLAN LLI 0 27. 941 ON CANAL BRIDGE SOUTHEAST APPROVED DATE z I PUBLIC IN R.C.E. NO. CL z 0 ENGINEER EXP. DATE 12-31-16 DATE: JUNE, 2016 WING WALL 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY.111, THEN 2.0 MILES 1 WEST ALONG AVENUE 50, 45 FT. WEST OF MADISON ST. AND 18' SCUM OF AVENUE 50, COUNTY O O M Al � NOTE: MDS 5/11/16 UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN, REVISE C -17.43X Pilo) C4 � + + 25 228 '7t4 , 0 40 AC C4 TCN C) COUNTY EX.FENCE - - - - - - -7 - -- EX. GROUND - COUNTY EN. PAVfMENT 1 24+44.87 EX. 23+15,27 COUNTY 2:1 —PROP. 4.6' ; OVER Ir 0 MX951 23+20,93 - EX. PA 40' CITY —2:1 U. GROUND 412- 414 Ln C4 00 in PAVEMENT PROP. 4.5e AC, MLa V) 0< a- �t + C4 I OVER Er CAB m 10 Uj W zo IR + Cq + C4 a: Xa AR A it z < > 0 0ASSURING W re- fL U-1 Cl.. = < I.— ads' + CL eI Palm Desert, CA 92211 MA RK BY DATE REVISIONS —--- EX.FENCE - - - - - - -7 - -- EX. GROUND - COUNTY EN. PAVfMENT 1 24+44.87 EX. 23+15,27 COUNTY 2:1 —PROP. 4.6' ; OVER Ir 0 MX951 23+20,93 - EX. PA 40' CITY —2:1 U. GROUND 412- 414 Ln C4 00 in PAVEMENT PROP. 4.5e AC, MLa V) 0< COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY R/W. �t + C4 I OVER Er CAB m DIRECTION OF: DATE: 1 411 41865 Boardwalk Suite 218 z 24+ 3,70 C4 A it z < > 0 0ASSURING W re- fL U-1 Cl.. = < I.— + Palm Desert, CA 92211 MA RK BY DATE REVISIONS —--- a S C H U L T Z Voice; 760-674-5776 50 40 30 20 10 0 10 20 30 m R.C.E.,,. 20596 CL ST. Exp. -30-17 LL. BY: CL PLANNERS (10 >7 SURVEYORS z OZ 0 TF �B C NF \TWOTHY to P.E. ATE SCALE: PER PLAN LLI 0 27. 941 ON CANAL BRIDGE SOUTHEAST APPROVED DATE z I PUBLIC IN R.C.E. NO. CL z 0 ENGINEER EXP. DATE 12-31-16 DATE: JUNE, 2016 WING WALL 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY.111, THEN 2.0 MILES 1 WEST ALONG AVENUE 50, 45 FT. WEST OF MADISON ST. AND 18' SCUM OF AVENUE 50, COUNTY O O M Al � NOTE: MDS 5/11/16 UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN, REVISE C FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR AP LOVED BY THE CITY ENGINEER ON 6 07 EXCEPT FOR THE REVISIONS NOTED HEREONZLQ�OVESS/ pbq 'i C. No 20596 STANLEY C -60RSE Exp. 9-30-17 R.C.E. 20596 CIVIL DATE: OF CALF =4 in WORK CONTAINED WITHIN THESE PLANS SHALL NOT TO REFLECT CURRENT CITY OF LA QUINTA GENERAL PLAN STREET SECTION. PROP. FG EX. /4"-(+21410) 20.93 TRACT 0 20 30 40 50 PROFu mAu HORZ 1"=10' VERT. 1"=1' 0< COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY R/W. UNDER THE DIRECTION OF: DATE: 1 MORSE 41865 Boardwalk Suite 218 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. A it z < > 0 0ASSURING W re- fL U-1 Cl.. = < I.— Palm Desert, CA 92211 MA RK BY DATE REVISIONS —--- PROP. FG EX. /4"-(+21410) 20.93 TRACT 0 20 30 40 50 PROFu mAu HORZ 1"=10' VERT. 1"=1' AME14DEOTI IN THE CITY 0 OR -am AV ME 61 CROSS SECTKW I OF'*J ;TION OF THE SW1/4, OF THE NW1/4, SEC. 35, T6S, R7E, SBM I VTL PALIZADA, LLC COUNTY61jeW 9\,1173,1\IMPIA14.q\OFF.qITF\.�IP- 6/16/161 FILE NO. 94.MIN QgpFESS /o PREPAREQ UNDER THE DIRECTION OF: DATE: 1 MORSE 41865 Boardwalk Suite 218 C. Palm Desert, CA 92211 I S ANrEY C. MORHE EXP. DATE 9/30/17 a S C H U L T Z Voice; 760-674-5776 co OrAergh@md�onsulting.net No. 20596 R.C.E.,,. 20596 Exp. -30-17 APPROVED BY: CITY OF LA QUI TA PLANNERS ENGINEERS SURVEYORS TF �B C NF \TWOTHY VONqSON, P.E. ATE SCALE: PER PLAN E N C H M A R K: PD -109-70 ELEv. ELEV. 109 —70 CHISELED SQUARE 27. 941 ON CANAL BRIDGE SOUTHEAST APPROVED DATE I PUBLIC IN R.C.E. NO. if KS IRECTOR/CITY 45843 ENGINEER EXP. DATE 12-31-16 DATE: JUNE, 2016 WING WALL 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY.111, THEN 2.0 MILES 1 WEST ALONG AVENUE 50, 45 FT. WEST OF MADISON ST. AND 18' SCUM OF AVENUE 50, COUNTY AME14DEOTI IN THE CITY 0 OR -am AV ME 61 CROSS SECTKW I OF'*J ;TION OF THE SW1/4, OF THE NW1/4, SEC. 35, T6S, R7E, SBM I VTL PALIZADA, LLC COUNTY61jeW 9\,1173,1\IMPIA14.q\OFF.qITF\.�IP- 6/16/161 FILE NO. 94.MIN l ILI um gig arta (+O.72%) 40' CITY 51, �ak: 8 PROPOSED AC OVER CAB 0 z SAWCUT AND REMOVE EXISTING rn >j - a Lof 8 8 AC GRIND (0.1' MIN. DEEP) 0 OVER Ills C* 40' CITY 51, �ak: 8 PROPOSED AC OVER CAB SAWCUT AND REMOVE EXISTING rn >j - a Lof 8 8 AC GRIND (0.1' MIN. DEEP) 0 OVER Ills C* ad a + EX. - - - - - - EXISTING IMPROVEMENTS @ INSTALL SANDBAGS PER DETAIL. SHT. NO. 2 EG EXISTING GROUND FG FINISH GRADE 40' CITY R/W NOTE: If CURB AND GUTTER + cbergh9mciscomuffing.not AP (+0.24%) - EX. Gf�OUNO 0+18.00 (417.23 EG) 13 OVER Or PROP. 40 A +50000 OVCAB MATCH EX. ,GRD.' 30' COUNTY R 40' CITY R/W 8 8 EX. CD 08 Le 80 Q. a et 8 8 g Ot CS cd Tiln ft 06 cd t/1+ PAVEMENT Ir PCC Ir PCC CONCRE CURB & GUTM 8In[= PROPOSED AC OVER CAB SAWCUT AND REMOVE EXISTING rn MORSE PAVEMENT (2- MINIMUM) L PROP. 41 -AC AC GRIND (0.1' MIN. DEEP) 0 OVER Ills C* PAZE0 0; Z Ir PCC CURB & LEGEN PROPOSED AC OVER CAB SAWCUT AND REMOVE EXISTING D b MORSE PAVEMENT (2- MINIMUM) L PROP. 41 -AC AC GRIND (0.1' MIN. DEEP) 0 OVER Ills C* AND AC OVERLAY -1 - ' - - PROPOSED IMPROVEMENTS - - - - - - EXISTING IMPROVEMENTS @ INSTALL SANDBAGS PER DETAIL. SHT. NO. 2 EG EXISTING GROUND FG FINISH GRADE 40' CITY R/W NOTE: If CURB AND GUTTER .0 11 141 r 0 FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR A6PJ7 L,07VED BY THE CITY ENGINEER ON - EXCEPT FOR THE REVISIONS NOTED HEREON ESS/ Ohq No. 20596 rn STANLEY C. fAORSEMy Exp. 9-30-17 m R.C.E. 20596,/ 0596 CIVIL DATE: 041z gTFOF CALIF rV) A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE C. v) LIJ <COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY 00 OF LA QUINTA FOR WORK WITHIN CITY R/W. I= -4 L� No. 20596 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR — Exp. 9-30-17 0 CL 0 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN Lyj ' HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CIVIL it M i- a. Lu APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL — OF CAL\ Ll z 0 CL -r BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE� APPROVED DATE < z < I.— REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I-- --- REVISIONS — 11 ,-' 4111' Qc- >1 En FA 1b, EX. GR N 12+90,00 CL !ST. M 5:1 40' CITY 7 A "ef I DATE:II� D b MORSE Suite 218 L PROP. 41 -AC + 11 25,00 0 OVER Ills C* 18.00'1�-Gli '-'- -1 - ' - - ..... ...... &42 !EG) t MORSE CH EX. GRD. EXP. DATE -T/-3-07-17 Y R/W 1 40' CITY R/W 18 1d EX. PAVEMENT rW;sq r07. W Ak 40 30 20 10 0 10 20 PREP q;pD UNDER THE DIRECTION OF- 41865 Boardwalk AMENDED PROFILE SCALES HORIZ. 1`10' VERT. 1"=1' SHT COUNTY Wit 46 FILE NO, 94%1% DATE:II� D b MORSE Suite 218 -', 4�� — ZZ I Palm Desert, CA 92211 ST NLEY C. MORSE EXP. DATE -T/-3-07-17 SCHULTZ Voice: 760-674-5776 R.C.E. 20596 cbergh9mciscomuffing.not AP ROVED BY: CITY OF LA QUINTA IDATE' PLANNERS PJLUANE,12OE1R6 ENGINEERS SURVEYORS APC SCALE: PER PLAN 8 E N C H M A R K: PD -109-70 ELEV. ELEV. 27. 941 OTHY R.JO AfXN, P.E. VI1 BLIC WORKS D CTOR/CITY ENGINEER 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST FOR: R.C.E. NO. 45843 EXP. DATE 12-31-16 WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY.111, THEN 2.0 MILES W:E:STNWACLONG AVENUE 50, 45 FT. WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50, 1*,\875 PROFILE SCALES HORIZ. 1`10' VERT. 1"=1' SHT COUNTY Wit 46 FILE NO, 94%1%