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946ll_sppGENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED 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 UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS, 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 LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE OF HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIOD AS FOLLOWS: OCTOBER IST 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 DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OQNERS/DI_'VELOPERS ARE REQUITED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND TO HAVE MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. o z Q y N z U Ld m PAVING NOTES 1. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO THE LATEST EDITIONS OF SECTION 400 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPXC) GREEN BOOK NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWERE COURSES): IIIB-B3-PG70-10 THE WEARING COURSE SHALL BE 0.1 FT OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. A SINGLE 3 INCH LIFT OF WEARING COURSE IS ALLOWABLE IN PARKING STALL LOCATIONS CONDITIONAL OF A PRE -APPROVED CITY EQUIVALENT WEARING/BASE SECTION. CLASS 2 BASE OR CRUSHED AGGREGATE BASE 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 THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVE ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -1W CONFORMING TO SECTION 203-1 OF THE STANDARD GREEN BOOK SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLON/YARD. PAVEMENT SHALL BE RETACKED OF THE WEARING COURSE HAS RECEIVED TRAFFIC LOADS, HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 HOURS FOLLOWING THE BASE COURSE PAVING OR EQUAL. 4. ALL REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 FT IN WIDTH OR LESS SHALL BE REMOVED AND REPLACED, FLOATERS IN EXCESS OF 2 FT IN WIDTH MAY REQUIRED TO BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENGINEER. SIGNING AND STRIPING NOTES SEE SHEET 8. MONUMENT NOTES 1. NORTHWEST CORNER SECTION 35 FD. 2" x 2" & TACK, ON. 0.1', SET OVER 3" BRASS DISK, ON, 1.0' STMPD "B.O.R.", PER COUNTY OF RIVERSIDE - INDIO SURVEY TIES PER SURVEY #D-8071 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. NORTH 1/4 CORNER SECTION 35 FD. 2" x 2" & TAG R.C.E. 32182, ON. 0.1', OVER BRASS CAP PER COUNTY OF RIVERSIDE -INDIO SURVEY TIES PER SURVEY # D-8071 F.B. D-17 PAGE 53 In the City of La Quinta, County of Riverside, State of California OffsolteStreetImprovementPlans Tract No. 31732, Amendment No. 2 - BELLASENO BEING A PORTION OF THE W 1/2o OF THE NW 1/4 OF SECTION 35, T 6 S, R 7 E, S.B.B.&M. MONUMENT NOTE NO. 1 U TRACT NO. 32806-1 SPLIT R( PER TRACT LEGEND TITLE SHEET QROF ESS/pv9 tiR$ ��( C, v No. 20596 �' m u} rn Exp. 9-30-17 * * CIVIL �Q grFpF CAU4o`' 2. FL FLOWLINE CAB CRUSHED AGGRAGATE BASE 3 c TOP OF CURB BC d . TOP OF PAVEMENT EC Z ®? 0 f.\ DIAL TOLL FREE FINISHED SURFACE O 811 LLJ 1- , ECR U I:' a I AT LEAST TWO WORKING DAYS PRC `4 w1 U- BEFORE YOU DIG SOUTHERLY PCC POINT OF COMPOUND CURVE 0z. W: � UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EDGE OF PAVEMENT C - NOTE: C CENTERLINE CB CATCH BASIN Z) 0 WORK CONTAINED WITHIN THESE PLANS SHALL NOT D 06 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR RADIAL POINT w A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE 0 RADIUS COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY STORM DRAIN L OF LA QUINTA FOR WORK WITHIN CITY R/W. VC VERTICAL CURVE T THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR PRVC �^ OC ON CURB ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN 10 -YEAR PEAK FLOW (CFS) LL.! a HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 0- nh- Cl- LL3 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL LL Z C3 (- = BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND < ' < I- REVISING THE PLANS FOR APPROVAL BY THE COUNTY. PAVING NOTES 1. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO THE LATEST EDITIONS OF SECTION 400 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPXC) GREEN BOOK NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWERE COURSES): IIIB-B3-PG70-10 THE WEARING COURSE SHALL BE 0.1 FT OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. A SINGLE 3 INCH LIFT OF WEARING COURSE IS ALLOWABLE IN PARKING STALL LOCATIONS CONDITIONAL OF A PRE -APPROVED CITY EQUIVALENT WEARING/BASE SECTION. CLASS 2 BASE OR CRUSHED AGGREGATE BASE 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 THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVE ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -1W CONFORMING TO SECTION 203-1 OF THE STANDARD GREEN BOOK SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLON/YARD. PAVEMENT SHALL BE RETACKED OF THE WEARING COURSE HAS RECEIVED TRAFFIC LOADS, HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 HOURS FOLLOWING THE BASE COURSE PAVING OR EQUAL. 4. ALL REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 FT IN WIDTH OR LESS SHALL BE REMOVED AND REPLACED, FLOATERS IN EXCESS OF 2 FT IN WIDTH MAY REQUIRED TO BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENGINEER. SIGNING AND STRIPING NOTES SEE SHEET 8. MONUMENT NOTES 1. NORTHWEST CORNER SECTION 35 FD. 2" x 2" & TACK, ON. 0.1', SET OVER 3" BRASS DISK, ON, 1.0' STMPD "B.O.R.", PER COUNTY OF RIVERSIDE - INDIO SURVEY TIES PER SURVEY #D-8071 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. NORTH 1/4 CORNER SECTION 35 FD. 2" x 2" & TAG R.C.E. 32182, ON. 0.1', OVER BRASS CAP PER COUNTY OF RIVERSIDE -INDIO SURVEY TIES PER SURVEY # D-8071 F.B. D-17 PAGE 53 In the City of La Quinta, County of Riverside, State of California OffsolteStreetImprovementPlans Tract No. 31732, Amendment No. 2 - BELLASENO BEING A PORTION OF THE W 1/2o OF THE NW 1/4 OF SECTION 35, T 6 S, R 7 E, S.B.B.&M. MONUMENT NOTE NO. 1 U TRACT NO. 32806-1 SPLIT R( PER TRACT LEGEND TITLE SHEET QROF ESS/pv9 tiR$ ��( C, v No. 20596 �' m u} rn Exp. 9-30-17 * * CIVIL �Q grFpF CAU4o`' 2. FL FLOWLINE CAB CRUSHED AGGRAGATE BASE 3 TC TOP OF CURB BC BEGIN OF CURVE TP TOP OF PAVEMENT EC END OF CURVE FS FINISHED SURFACE BCR BEGIN OF CURB RETURN PI POINT OF INTERSECTION ECR END OF CURB RETURN N'LY. NORTHERLY PRC POINT REVERSE CURVE S'LYI SOUTHERLY PCC POINT OF COMPOUND CURVE E'LY. EASTERLY EP EDGE OF PAVEMENT WILY. WESTERLY C CENTERLINE CB CATCH BASIN INT. INTERSECTION W WATER RP RADIAL POINT S SEWER R RADIUS SD STORM DRAIN L LENGTH VC VERTICAL CURVE T TANGENT PRVC POINT REVERSE VERTICAL CURVE OC ON CURB Q10 10 -YEAR PEAK FLOW (CFS) GB GRADE BREAK Q100 100 -YEAR PEAK FLOW (CFS) TYP. TYPICAL CFS CUBIC FEET PER SECOND(420.00) EXISTING ELEVATION �-_ -- RETENTION BASIN OVERFLOW ROUTE [[420.00 FUTURE ELEVATION PER SEPARATE PLAN DIRECTION OF DRAINAGE FLOW ON STREET _._.__.__ .... AC OVER CAB STREET IMPROVEMENT PLAN W 3 SHEET INDEX NUMBER �-------- AC GRIND/OVERLAY 104 HIGHEST LOT NUMBER i24w v, s d vs29 4: �,,, CB C-5 - SAWCUT AND REMOVE EXISTING PAVEMENT SIGNING AND STRIPING IMPROVEMENT PLAN ern Q.T80 2 9 ED SHEET INDEX NUMBER DAYLIGHT LINE ALL CONCRETE MIX SHALL BE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT NOTE: ALL PAVEMENT SECTIONS ARE MINIMUM AND ARE BASED ON R -VALUES OF 50 OR GREATER. THE PAVEMENT SECTIONS MAY INCREASE SHOULD ACTUAL R -VALUES BE LESS THAN 50. 0 O f� U 4 f 0 3 CB # . i _f Q100 =2.2 Q10-'=1.0 �s1 u 3.4 CB E-3.� Q10 Lo21, a 0100 =2.5 19 20; 010 =1.2 r_.__._.-.. TITLE SHEET QROF ESS/pv9 tiR$ ��( C, v No. 20596 �' m u} rn Exp. 9-30-17 * * CIVIL �Q grFpF CAU4o`' 2. SECTIONS, CONSTRUCTION NOTES & ESTIMATED QUANTITIES --- ----- _.-. _.-_-_ .._._. STREET IMPROVEMENT PLAN MONROE STREET -STA. 48+72.06 TO 56#00,00 4. STREET IMPROVEMENT PLAN MONROE STREET- STA. 56+00.00 TO 63+09.59 5. STREET IMPROVEMENT PLAN AVENUE 60 STA, 62+6161 TO 71+00,00 6. LL STA, 71+00.00 TO 80+77.70 7. SIGNING & STRIPING IMPROVEMENT PLAN - AVENUE 60 --- -CB �,•r _.., E-! -- - - - 31NEER r- �. Q10 =0:6 tui I _9 u,1�2 c„ _._.__.__ .... W .- S9 I U01 i24w v, s d vs29 4: �,,, CB C-5 - _ n. ern Q.T80 2 9 ., CB C-6 »s42 Q10 1.5 -- Q10 =2.5 51 rt53 L CB #C-3 " _ _.._.. 100 =3.8. ?3 '6 Ivo 33 CR_ u Q100 =2.6 AMENDED TRACT 31730 11 1 rAKR l,IUU =d.0 � I 42 4:3 NOTE: THE EMERGENCY OVERFLOW IS DIRECTED TO RETENTION BASIN ON AMENDED TRACT 31733 AND OVERFLOW FROM AMENDED TRACT 31733 BASIN TO AVENUE 61 VIA THE STREET WITHIN AMENDED TRACT _ AMENDED 45 31733 4;5 46 :i7 48 INDEX MAP SCALE 1e=120' 4 _ 1320.15' MONUMENT NOTE N0. 2 i O 765, A 7E 1. TITLE SHEET QROF ESS/pv9 tiR$ ��( C, v No. 20596 �' m u} rn Exp. 9-30-17 * * CIVIL �Q grFpF CAU4o`' 2. SECTIONS, CONSTRUCTION NOTES & ESTIMATED QUANTITIES 3. STREET IMPROVEMENT PLAN MONROE STREET -STA. 48+72.06 TO 56#00,00 4. STREET IMPROVEMENT PLAN MONROE STREET- STA. 56+00.00 TO 63+09.59 5. STREET IMPROVEMENT PLAN AVENUE 60 STA, 62+6161 TO 71+00,00 6. STREET IMPROVEMENT PLAN AVENUE 60 STA, 71+00.00 TO 80+77.70 7. SIGNING & STRIPING IMPROVEMENT PLAN - AVENUE 60 8. SIGNING & STRIPING IMPROVEMENT PLAN - MONROE STREET REVISIONS 9-12. MONROE STREET CROSS SECTIONS SOUS 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. - e ESStO4, HILLTOP GEOTECHNICAL A/ 786 S, GIFFORD AVENUE SAN BERNARDINO, CA 93408 zs71 (909) 890-9079 1 _41AOII1zlT OWNER / DEVELOPER VTL PAL.IADA, LLC 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 949-629-2480 NOTE: ALL ON-SITE STREETS ARE PRIVATE STORM DRAINS PER "PRECISE GRADING & DRAINAGE PLAN" BASIS OF BEARING BEARING HEREON ARE BASE ON THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, T6S, R7E, SBM, BEING ALSO THE CENTERLINE OF AVENUE 62 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEGIN NORTH 89'26'58" EAST AS SHOWN ON A MAP FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY OF SAID COUNTY. ASSESSOR'S PARCEL NO.'S 764-750-001 THROUGH 764-750-070 764-760-001 THROUGH 764-760-077 AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT E NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO P EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATI DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPO NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GI PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICAITOF EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSON! EXCAVATION SHOULD MEET THE UTILFTY COMPANIES AT THE MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGION CENTER. UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SUITE 200 BREA, CA 92621 PHONE 811 SHALL BE SHI A QROF ESS/pv9 tiR$ ��( C, v No. 20596 �' m u} rn Exp. 9-30-17 * * CIVIL �Q grFpF CAU4o`' PREPA D UNDER THE DIRECTION OF: 41865 Boardwalk DATE: � t�I�o 10MORSESuite 218 Palm Desert, GA 92211 STANLEY C. MORSE EXP. DATE 9/30/17 S C H U L T Z Voice: 760-674-5776 R.C.E. 20596 cbergh9mAaconsulGng.net OVED BY: CITY OF LA QUINTA 6 Z4 /�+ � PLANNERS ENGINEERS SURVEYORS ;TITHYR J N ON, P.E. DAT SCALE: PER PLAN B E N c w MARK: PD -109-7D ELEV. ELEV. 27. gat 109-70 CHISt�LED SQUARE ON CANAL BRIDGE SOUTHEAST IC WO S ECTOR/CITY ENGINEER WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY.111, THEN 2,0 MILES R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 WEST ALONG AVENUE 50, 45 FT. WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. AMENDMENT NO. 2, TRACT NO. 3173" - BEL IN THE CITY OF U QUINTA, STATE OF CALII - � �ET a it wkf TITLE SHEET A PORTION OF THE SW1/4, OF THE NWI/4, SEC. 35, T6S, FOR: IT(„ (BALI ADA, LLC COUNTYBY 1:\87502\317321MPLANS\OFFSITE\SIP- 6/16/16 FILE NO. DATE REVISIONS APPROVED DATE 31NEER COUNTY SHALL BE SHI A EX ULTIMATE V'fW FLY R/W PLT N'LY R/W TRACT BOUNDARY S'LY R/W 21 P! 146' TRACT BOUNDARY 8' �3 40' 108' ;; EX R/W 51' VAR. 0 EXISTING RTW LOT 54' 54' VAR. __ . ......__. 23 36' 15'23 ®EXISTING 10' CVWD IRRIGATION EASEMENT TO REMAIN PER Pi.A1d 15. 39' 39' 15' �� �" EX. 2' , VAR. EXISTING EDGE OF PAVEMENT { t 30 EXh R W # VAR. N a.. _ f __ ____ ',SAW CUT UNE' -11'x' 10 Q RAISED Nli CURB ONLY PER R, N0,-1 v 3 22 pi 42'-50'# 22' t4'4' 35 10' 0'-1 ' P10, o s z .€ t I 24 I UE I '�, 9' 6' i i i i EXISTING 14 CVWD CONCRETE IRRIGATION Llt TO BE REM01+Eti PER SEPARATE PLAJI5 { I 22 I 8;; 1 I I* VAR,I I i 1 i 2% Q PROPOSED 12 COD PVC IRRIGATION LINE _3% i,5A IES i 2 I I �} 1 M, PROPOSED 1$° CVWD WATER LINE -2% 1 i T t `z 15% 39, I i MIPi, 1 " Y" 1 VARIES MIN, { 2 I T T 7N' " ✓ 3 3 �' i . 1 PROPOSED 12" CVWD WATER LINE -- EX. CURB FLIT. CURB & 10 9 EXISTING TILE DRAIN TO BE REMOVED WITH ROUGH GRADING . „� .. r ;a<y:.ry ( 17 &GUTTER '� ., 1, , GUTTER PER ( :u 11, 3' �.- 10 PROPOSED 10 MEANDERING MUL11-PURPOSE TRAIL PER SEPARATE PLAN AND PERMIT TR. N(1. 32398 ( 1"_ _ ...__ .. 1 3 __ - ✓ L_--- ------_- , ., . - JIR `� ROUGH GRADE 11 PROPOSED 18° STORM DRAIN PER SEPARATE PLAN ROUGH GRADE UNE 1.5' DOWN I----- ------ - '- �---._------_.�-J LINE 1.5' DOWN EX AC �' 18" FROM TC 13 EXISTING CVWD IRRIGATION METER AND VALVES TO REMOVED PER SEPARATE PLAN 27.25' 13 12' 18' FROM TC OVER AB WATER 1 32 4 14 EXISTING UTILITY POLE TO REMOVED PER DRY UTILITY CONSULTANTS RECOMMENDATIONS 16' PROP, 11Fj -51 EXISTING 18" CVWD PVC IRRIGATION LINE TO BE PROTECTED IN PLACE IRRIGATION PER TR. NO. 31732 *-EX. IT IRRIGATION, 16 PROPOSED 24" CVWD WATER LINE FUT. IT PROP. 18" STORM 15' 15' TO BE RELOCATED WATER PER DRAIN PER TR. NO, 31732 PROP. 18" 17 PROPOSED 8' MEANDERING SIDEWALK PER SEPARATE PLAN TR. NO, 32398 PROP. 18" EX. 33" EX. ABANDONED IRRIGATION 18 PROPOSED 40' CVWD SEWER EASEMENT FUT. 12" WATER PER TR. NO, 31732 SEWER 17' SEWER FORCE MAIN 19 RELOCATE EXISTING WATER SERVICE PER SEPARATE PLAN SEWER TR. N0, 32398 AVENLJE 60 MONROE STREET 20 EXISTING IRRIGATION STAND PIPES AND VALVES PROTECT IN PLACE LOOKING EAST, STA. 63+86.02 TO STA 65+45.53 LOOKING NORTH, STA. 48+72.06 TO STA. 50+00.00 21 PROPOSED ENTRANCE STREET LIGHTS PER ON SITE STREET IMPROVEMENT PLAN LOOKING EAST, STA. 70+45.60 TO STA. 71+56.62 LOOKING NORTH, STA 57+50.00 TO STA, 58+68.56 22 PROPOSED PUBLIC UTILITY EASEMENT • PARKWAY PER OFF SITE PRECISE GRADING PLAN * PARKWAY PER OFF SITE PRECISE GRADING PLAN AND SEE TYPICAL PARKWAY DETAIL AND SEE TYPICAL PARKWAY DETAIL 23 PROPOSED SIDEWALK EASEMENT PRELIMINARY R-VALUE=50 PRELIMINARY R-VALUE=50 T.I. 7.0, AC=4.5", AB=8.0" T.I.=7.0, AC=4.5", AB=8.0" 24 EXISTING CVWD IRRIGATION EASEMENT (WIDTH PER PIAN) NTS NTS ULTIMATE L 'MM N'LY R/W TRACT BOUNDARY STY R/W PL eX9 <t E'LY R/W PL am 21' N`L i,1'1 AC OVER CAB 40' 108' TYR LOT 54' 54' LAR. 106' TRACT BOUNDARY 8' TYR, PER PLAN 15' 39' 39' 15' " - - - 55 w /i'T - - -- - 28 23 51' AC GRIND/OVERLAY 7 30�' EX, R/W * VAR. N � � � 3fi' I 15' M V - _.__ +f• y SAWCUT AND REMOVE EXISTING PAVEMENT 42'-50'* 22' 35' 10'-I v 1 2� I 22 I z oz VAR. 14' 8' 8' I Q i 24 5 I I 1 22 SAW CUT LINE 3 9' ( 6' VAR. I _ �� 1 I 27 EX. X VARIES 12 I I MIN. I WLY Rlh' ctLr, MVV 2�e2 MI ( N. 1 Z%_. 1 VARIES 1 1 MIN. N G -N. K i 1j 15% 3% I 60'� EX. R/W EX. CURB 10 *30' EX. R *30' EX. R W FUT. CURB & .1 3 3 "' 3 3 e.:, I 17 & GUTTER '. _ 124 a %W / a GUTTER PER I _� � � �: ,.: 11, TR. N4. 32398 1 __ 3 3 N VAR, 8' VAR. VAR. 8' VAR. ` 3 �` ROUGH GRADE ( -J�__ ROUGH GRADE I-- - ------------J LINE 1.5' DOWN h ** VAR. VAR. ** I-------------- ------- - LINE 1.5' DOWN a a EX. AC " FROM TC z , 27.25' 13' 30 FROM TC EX. 18 a > I•-{�5 �5 I OVER AB WATER 32' 4' ¢ Z I I I a 16' PROP, 12" 1, VARIES I1 `- 33 3�- �f 1 VARIES 1, IRRIGATION PER TR. NO. 31732 SANDBAGS PER- FUT.1 10% 2 `'% 18" PROP. 18" EX. 18" IRRIGATION, TR. NO. 32398-1 lyp WATER PER WATER PER TR. NO, 31732 15' 15 r LR. NO, 32398 TO BE RELOCATED Wiz: FUT. 12" EX. 33" ABANDONED IRRIGATION SEWER EX. / L--------------I-----------� -J TR. NO. 32398 ffif 60 SEWER WNROE STREET 12" SEWER FORCE MAIN EXISTING GROUND � ROUGH GRADE � EXISTING GROUND LOOKING EAST, STA 72+46.77 TO STA 76+23.76 LOOKING NORTH, STA. 50+00.00 TO STA. 57+50.00I LINE 1.1' DOWN * PARKWAY PER OFF SITE PRECISE GRADING PLAN *PARKWAY PER OFF SITE PRECISE GRADING PLAN PROPOSED GROUND FROM S'LY EP PROPOSED GROUND AND SEE TYPICAL PARKWAY DETAIL AND SEE TYPICAL PARKWAY DETAIL PER TR. N0. 32398-i AVENIN 60 PRELIMINARY R-VALUE=50 PRELIMINARY R-VALUE=50 LOOKING EAST, STA. 76+23.76 TO STA, 80+50.00 T.I. 7.0, AC=4.5", AB=8.0" T.I.=7.0, AC=4.5", AB=8.0" RIVERSIDE COUNTY NTS NTS * NO EXISTING TREES IN THIS AREA X. (COUNTY MAINTAINED) GENERAL PLAN ROAD ** SHOULDER - 8' TYP., VARIES RIA' ETY R/W PL PRELIMINARY R-VALUE=50 ULTIMATE 106' -f- TRACT BOUNDARY 8' lYP T.I.=7.0, AC=45, AB=8.0" WLY R/W TRACT BOUNDARY STY R/W PL NTS h (,t+ 51' VAR. I{j' 116' TYP. - 36' 15 23 10' MEANDERING MULTI-PURPOSE TRAIL MONROE PER PV+N 54' 62' VAR. M R/W 8' MEANDERING SIDEWALK (AVE. 60) 15' 39 47' 15' 23 0'-17'i SAW CUT LINE ---- ►- -{3) a X Rj2; *YAR.CD 9 6 0 I i 22 z MONROE ST.JAVENUE 60 15' IL 42'--22 -- 35, 10' -12' 1fl' M a 0 VARIES VAR g i I i # . VAR. 1 ( 4' MIN. 5' MIN, 14' 8' 8' I Q I 24 PILE 1 { oz 1 I 5 I I f 22 I VPRIES VARIES 1 2 1 1 i j 2 I 3 3 159°- Mr ROUNDED TOP - V �M�t�. EX. CURB 3q i I OF MOUNDING -2 r. I .._ ._ _._ L_ i _ x 1 6 i MIM i i T - �1, -- y V-2' ABOVE TC - 1 1 r- ,� 1 ARIES f 2 I 1� , 24 10 2 MAX. `t • 1. & GUTTER I (' ) FUT. CURB &P A 5-`�� a t _ - Jt GU'TT'ER PER 1 �° vR11, 17 - 3 -- J ROUGH GRADE PROPOSED CURB 3:I:1 MAX. 2' MAX. 1R. N0. 32398 1 3 3 r- EX. 18' ------ LINE 1.5' DOWN &GUTTER 3:1 29, MAXk2% MAX. 2%MIN RETAINING w < I EX. AC FROM TC ._- - r - ___----��__ ROUGH GRADE OVER AB WATER 32' 4' L-------------- -------- LINE 1.5' DOWN 27.25' 13 30' FROM TC 1" DEEP, SLOPE rr 1.5" DEEP, Y WIDE FLAT 5. w EX. 18" IRRIGATION, ';, :'",' 18" WIDE FLAT " BOTTOM TRENCH , c.. MIN. P b 16' PROP' 12" 15' 15' TO BE RELOCATED BOTTOM TRENCH 1 DEEP, IRRIGATION PER TR. N0. 31732 Y WIDE FLAT FUT. I8' PROP. 18" BOTTOM TRENCH z PROP. 16' EX. 33" IRRIGATION WATER PER EX. ABANDONED tp,tr TR NO 32398 WATER PER TR. NO. 31732 SEWER 12" SEWER FORCE MAIN !� 0 d TYPICAL PARKWAY DETAIL FUT. 12" MONROE STREET SEWER SEE OFF SITE PRECISE GRADING PLAN FOR MONROE ST./AVENUE 60 > TR. NO. 32398 AVEI 60 LOOKING NORTH, STA, 58+68.56 TO STA. 62+32.07 NTS 0 z * PARKWAY PER OFF SITE PRECISE GRADING PLAN w 0 LOOKING EAST, STA 66+95.50 TO STA. 69+47.54 AND SEE TYPICAL PARKWAY DETAIL ¢ s PARKWAY PER OFF SITE PRECISE GRADING PLAN PRELIMINARY R-VALUE=50 AND SEE TYPICAL PARKWAY DETAIL T.I. 7.0, AC=4.5", AB=8.0" w 01 Lu a. E PRELIMINARY R-VALUE=50 NTS 0 Z T.L.=7.0, ACNI4S.5 . A6=8.tl Z' -,� ;.` R e D NIT QV% W 1 W123 H3.�, INSi I CURB mo OVER PER COY M, DO % 202 INSTALL Ir CURB ONLY PER CITY STD. DWG, NO. 210 LF 5,024 4. 1 INSTALL CURB RAMP,CASE A PER} CITY STD, DWG. NO. 250 EA 5 5. SAW CUT AND REMOVE AC AND AS (2' MIN. FROM EX. EDGE WICK ArruumLtj SF 53,681 6, ADJUST WATER VALVE TO GRADE EA 13 7. ADJUST IRRIGATION VALVE TO GRADE EA 2 8, CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY SF 18,788 10.1 ADJUST SEWER MANHOLE TO GRADE EA 1 11. ADJUST SEWER VALVE TO GRADE EA 1 12. INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY STD. DWG. NO. 33030 EA 1 13. CONSTRUCT CURB & GUTTER TRANSITION FROM 8" TO 6" CURB FACE LF 220 14. ADJUST STORM DRAIN MANHOLE TO GRADE EA 1 16.1 INSTALL SANDBAGS PER DETAIL SHT. NO. 12 LF 852 20. INSTALL STREET LIGHT PER RIVERSIDE COUNTY STD. DWG. NO. 1001 EA I 89" & STFWM UMVEAENT PLAN tmT QWANTTrY 52.1 INSTALL TELESPAR SQUARE TUBULAR POST PER COIY STD, EA 23 53.1 INSTALL R7 -9A SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. EA 12 54.1 INSTALL 4" SOLID WHITE EDGE OF PAVEMENT LINE PER CA MUTCD 2014 STD. 278 LF 2,692 55. INSTALL 4" SOLID YELLOW CHANNELIZING LINE PER CA MUTCD 2014 STD. 25B LF 4,731 56. REMOVE EXISTING DOUBLE YELLOW LANE UNE LF 660 57. INSTALL TYPE N(L/R) ARROW PER CA MUTCD 2014 SID. DWG. NO. A24A EA 19 58. INSTALL 4" WHITE LANE LINE SOLID/TYPE 'G' RPM PER CA MUTCD 2014 LF 390 59. INSTALL 8" CHANNELIZING LINE PER CA MUTCD 2014 DET. 38 (W/RPM) LF 1,178 60. INSTALL DOUBLE YELLOW MEDIAN ISLAND PER CA MUTCD 2014 DET. 28 (NO RPM) LF 3,225 61. INSTALL 4" WHITE DASHED LANE UNE PER CA MUTCD DET. 12 (WITH ALTERNATING TYPE 'G' RPM LF 2,413 62. INSTALL TYPE A ARROW PER CA MUTCD 2014 STD. DWG. NO. A24 EA 6 63. INSTALL 6" WHITE SOLID BIKE LANE UNE PER CA MUTCD 2014 STD. DWG, A20D DET. 39 LF 3,115 64. INSTALL 6" WHITE SKIP BIKE LANE UNE PER CA MUTCD 2014 STD. DWG. A20D DET. 39A LF 400 66. STENCIL "BIKE" "LANE' PER CITY STD. EA 6 70. INSTAL. 12" LIMIT UNE PER CA MUTCD 2014 STD. PLAN A24E LF 114 71. REMOVE EXISTING SIGN AND POST (TYPE PER PLAN) EA 2 72. INSTALL R1-1 SIGN PER CA MUTCD 2014 EA 3 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 2 74.1 INSTALL W9-1 SIGN PER CA MUTCD 2014 EA 2 75, INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 500 EA 2 76. INSTALL R4-7 SIGN PER CA MUTCD 2014 EA 7 78. INSTALL OM1 -1 OBJECT MARKER PER CA MUTCD 2014 EA 7 79. INSTALL R6-1 SIGN PER CA MUTCD 2014 EA 1 81. INSTALL R81 (BIKE LANE) SIGN PER CA MUTCD 2014 EA 9 82. INSTALL R81 (END) SIGN PER CA MUTCD 2014 EA 2 83. INSTALL R26(CA) SIGN PER CA MUTCD 2014 EA 3 85. INSTALL CLASS 1, TYPE F DEUNEATORS PER CA MUTCD 2014 WITH BELOW SURFACE ANCHOR AND 25' SPACING D.C. EA 6 86. INSTALL CLASS 1, TYPE F DELINEATORS PER CA MUTCD 2014 WITH RIGID BASE AND 25' SPACING D.C. EA 25 87.1 INSTALL W4-2 SIGN PER CA MUTCD 2014 EA 2 88. INSTALL BLUE HYDRANT MARKER PER CITY STD. EA 2 89. STENCIL "STOP" PER CA MUTCD 2014 STD. DWG. N0, A24D EA 8 90. INSTALL R1-3 SIGN PER CA MUTCD 2014 EA 3 91. INSTAL. W3-1 SIGN PER CA MUTCD 2014 EA 2 92. STENCIL "STOP" "AHEAD" PER CA MUTCD 2014 STD. DWG. NO. A24D EA 5 94.1 INSTALL R3 -7R SIGN PER CA MUTCD 2014 EA 1 95. INSTALL RED RPM PER CITY STD. (WHITE W/ REFLECTIVE RED, ZUMAR MODEL 953 OR EQUAL WITH RED Q REFLECTIVE SURFACE FACING SIDE STREET APPROACH EA 5 96, INSTALL R3-2 SIGN PER CA MUTCD 2014 fA 1 RIVERSIDE COUNTY MS 4112 IP' 066118 0 c NOTE: PREPARED UNDER THE DIRECTION OF: I � c WORK CONTAINED WITHIN THESE PLANS SHALL NOT 41865 Boo dwaRt AMENDMENT NO. 2y TUCT 140.31732 e $ :E,LASE O 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR Qr ESS/0, DATE: 1?1 MORSE Sux. 218 Ci "' n ' � LN WE TTY OF LA cUUINTA, §TATE OI: C LII:OI�NIA w t A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE k Lyf C. fi PoIm DesM, GA 424i OR -W" $TfaT So" & 7m" SHT. in COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITYTA NL C. SE EXP. DATE 9 30 17 s t x v t s z voice 764874 5776 OF LA QUINTA FOR WORK WITHIN CITY R/W. '° to �� � R.C.E. 20596 Smppavem � � � Na. 2596 '""' � t THE PRIVATE ENGINEER SIGNING THESE PLANS i3 RESPONSISLE FOR Exp. 9-30-17 ROVED BY: CITY OF LA OUINTA NOTE ANIS E WA"t� QUW TIES/ ,OF� SHTt C} Gi .. 8 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN * * PLAN H E R S E N G I N E E R S S U R V E Y C! R S ++ ONS tt! HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ` ' CIVIL tib' �•" b 7, t16 A PORTION 4F THE _SWI/4, OF THE NWT. $, SEC. 35, T6S, R7E, SBM z G5 F�.- Lt w APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL ��F 8 E N C H MAR K: PD -109-70 ELiV. ELEV. 27. 941 jE BE RESPONSIBLE FOR OETERMLNING AN ACCEPTABLE SOLUTION AND MARK BY DATE ! 0F I THY R.: ON, AT SCALE: PER PLAN 1+9-70 CHISELED SQUARE ON CANAL BE SOUTHEAST FOR: COUNTY REVISIONS APPROVED DATE BLIC WO KS RECTOR/CITY ENGINEER YANG WALL. 2.0 MILES SOUTW ALONG MSON ST. FROM FWt.111, 1NFJ1 2.0 MILES ' REVISING THE PLANS FOR APPROVAL. �` THE COUNTY. cr.,n,a3ccra __.......,. R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 WEST ALONG AVENUE RI, 45 FT, WEST OF MADISON Sr. AND IF SOUTH OF AVENUE 50. k\87502\31732IMPIMS\OFFSITE\SIP- 6/16/16 FILE NO. PROP. FS I I SAWCUT PER AMEND ED TR. NO. 31733 1 89 PROP. FS O SAWCUT m �. 8 ui 14 3 8 v 8� 80 m °•a' q}�N� $00 Nr $o+O,• 8M 8 $, 8 gQ0 8o0 g$ `g" ,? g© $c� 88 m ON +N Or #N +r V Of t�Of On r^ 8A Oh +p -0.43ir d Ofd in � ��.+ LO � � N u�+ 0 it+a. * N r -0.407 d O d -0 - d d I d -0.46X - -0.3076 D.40Xi - t 0 x 0. 'r'-o.aa�--�----�- -L ' � _�__�_ _�o. �- _(-0.12x)- _(-0.28x_ _ +0.36X _ EXIST. FS O SAWCUT, 11.0' W/0 III - EX. FS O d d d EXIST. FS O SAWCUT. 11.0' W/0 Pc PER AMENDEDD�� NO. 31733 1 6 � nasi,! gn 8, 8�a 8d 0fo- �U w � I w� m �M ��yy N�.i p ��jj p �~pp pp p pp pp pp a+D m dt +N +C4 �jC4 Oati (A �� O� M) O� n}N O� I -0.4076 d t d GOr t #A N Of N '- + r X13 v + Z� 'ted �d 'fit '�' 8d±d PROP. TC O WESTERLY SIDE F MEDIAN 1 IS . l PROP. TC O WESTERL SIDE OF MEDIAN I 400 V.C. PI=420.66 z� 8 m m I t n o �08Y.0rQQQ a 8 O r � o pr p 9 p p- pV 0 i idW } pO o O w fN p ©(tN Od �� 8 SiOTdS2r�$$Nr z 2 58 $ I yr _.508 i ~ j a. € -0.507L -0.36X17d dj d (l3 1 PROP. @ O ST. t PER AME 4DED TR. NO. 31733PROP. ` FS O ST. ti [ �` m PROP. FS O ST. C? TAN=0.287f ca N� 8w SF- �~ w SF W IV- O W 4 TN ONM (G tG O: �O�f• O!D �+Q�p OOf tOO IO- Q ©g. pg (O 8 V✓ ':(i` m d d # N + N # N " r O tD g (n O v (p 9 O -0.50X Sd Sd + ±d +d O#N + } N r 8th 'FN dN• s -0.38X 'fid (Nn d 2 # v to ('�'rf d s I (Ti I PROP. TC O EASTERLY SIDE 0� MEDlAN I ' Li t 1j ' �..a-_ d . d • pf o bCD.. PROP. _TC O EA.. STERdSIDE OF MED ILLl �S /4 �/43 8 8�/4 td 8 $ iA/4/4 r;�w + g b4 w' i8v � in :-- 8 // 1 8U # p +t r © +a N µOp Oi rr PRC .E SCALi : ES S q m w u1i +0.06 HORtZ. 1'=40' -0.506 +° °PROP. E'lY VERT. 1,=4' TOP OF CURB no. 31733- iPLAN SCALE PP OF CURB :PROP• EASTERLY 8 Fl" [ TOP OF CURB 1„ =40' E I 2 I Oi N i>i^ Oi Of 1 48 49 50 51 52 * 55 56 SPLIT ROCK DRIVE J 111 56' LEGEI? z 28' 20 27.5' 2715' , rt AC OVER CAB 20.5' 14' , AC GRIND/OVERLAY � 5 TI NO. 30023®I � -EXIST. SEWER TR. NO. 30023-2 I" 0' o EXISTING CURB AND EX. 12' WATER -� -i + ? $ SANCUT AND REMOVE EXISTING PAVEMENT e IX 6' GAS GUTTER PER DWG. 02103 ST. INT. 53+62.66 MONROE STREET EX. 6' GAS ' EX. R/W �',�'5+ m _ rn o = 10+00.00 ORTEGA HILLS AVE. J; v. 56+02.48 EC ((m Z z __-.__ _ _.__�_._ „ / a, ----. _._ .___ _ .------. ---- --- - - (SSE SHEET 4 LLI --" - _ _._..- - N -__ - - -- >,` Z :; C NOTES ___. zz - -- - _.-. .. _.._._ _ _._..... ___ .___ ._...__ _..._.._ _._-._ ____.. __ -_-- ___-- -... ___ _ .___...- -�, z� j-..... _ . �_ 53+66.66-MONROE STRfEF- - - � � -- _ __-- _..._.._. ..--- - � MONROE STREET EXIST. 33" SEWER rn ©uju 3 5 ' ❑1 PROPOSED 10' MEANDERING MULTI-PURPOSE TRAIL PER SEPARATE PLAN orf tO+OO.00 SPLIT ROCK DR 55+72.55 8C Z 5 3 3 5 ' 4 B 51+46.78 BC N �m 5 54+23.91 BG EC 5 3 (3 E/fl) - 0 3 EXISTING EDGE OF PAVEMENT t, - _ .-. -- _<,- _. __ __ _ -- _ _._ _ .._ _ _.- _ _ _ _ _ _ _ . _ _ _ _ _ _ __. _ _ _ -. _ . a I _ ®PROPOSED 12' CVWD WATER LINE tT O �. �' 3 _ /�■y/� _ tD ._ - ,:: .;, , „ ,..r .. .. :: '1v-. ' �,': tbe.},.,c��v "1 „ { .... ,v,,� Vi DIY T ..l.. 2._Yt:-s J. r. o.. �) ,.,'a-. ., H %'tn .'vb:. ,. 43a%li',`y. - } ,. 48 TR. BDRY. n rn o N ,,,'. , a z, - - - to ;> .� ,,. .., .. _ ,. . F-' EXISTING 12' SEWER FORCfMNN (ABANDONED) TO BE REMOVED BY SEPARATE PLAN { ) .. _... _..._ _ __ _ -__ __ __ -' "'-- ,_ :. __ _.... , : 3, '`* i3 is t a ,,.n. ;h,,�.i �3�, . t�Y?, 3,.,n . :Lia,. ,, rn cv'. '.kx , ✓_. ,. .._ i.. .. ,.. ,c E:, „,., � ., r�3°-`r, u u <. t < v'n,. r= `�:, .:. ?, ,:..2r .., far%^":, a _ � : u,. u ., . z: r ( xx.. . h.�a, ,,, . .... �.,a . r .wr.�1 . .. ,:. .. ,: o „ ... ., 5 . ;5' .z s, ,. 1au4 r :,1:.vs E .; >.' '< 'x'. �" , r:.:. 3a, .:7 .. , t .., %. � .�> . . uh.. rs1", a w . +e ,:v ., ,,. r. T) ,r r N> � ,, �. �. . � � t ��.. r., _ , . �Yr ,,r. , � ,, J� .... •, =Y <<. F ... �. �, r :, ,. , . � r, , t . 14 IXISTING UTILITY POLE TO REMOVED PER DRY tii1LTTY CONSULTANT'S RECOMMENDATIONS � �Ywu:� i,�,,r',)G s� A>a1 . {f , � �,.s. .h .. :. ., ,.^r �es r✓, ani .. ..�. , : t �.. i� , , .z. . r,K:. `a s<c, . �:,.:.. z ., �z :h .:.^„.. .' , :iy �. ._)x,.2..'x+ •.1:.�a ..:.',�, 15 EXISTING 18" CVWD PVC IRRIGATION LE O BE RELOCATED TO r ECONCURRENT IMPROVEMENTS LLJ pg' PER TRACT NO. 31733 r s r Sr LL! ❑ EXISTING 18' CVWD WATER LINE �) 16 FlBI a .,: �.. .. `z ��, -,.'.. � <, a, .. n _ ca ^.`�> . , t . .�'r ,.. !, h. „ , �, 1 ' _ ... Y „a ✓ , a, ._ „v ._ tii - }�., s � .. 5"�: , .-.,_-._._ ..__._.._..-__ _ ._.-_... .-,._. _.._. s-. �..�... 0 PROPOSED 3fl CVWD SEWER EASEMENT Ti V 19 ADJUSTMENT OF IRRIGATION AIR AC. PER .SEPARATE PLAN jD ` ^ 18 R W 21U. 21 ,- ._ 11 .. ,.i __ tir - _ _ .- _ _I - 4 cF _ __ , y 419 1 TC] FL 73 LOT N 75 41.71 A 417.4 U. 0 rt, 19 ' i 23 0°28'48" W END 10+79, TRANS. 11.5' 1' 2 0'28'48" W 423.87' PROP. T SEWER-=17EC N 0'28'48" W 148.64' 6 N 6' C W 176.09' 6 67 -' 6� 679 70 71 [ 72 19.09 C] t I 0 00 420.5 420.6 O 420.4 420.8 420.5 419.9 419.5 i 1J i L;TI I 1 i; jD ` ^ -t 7 23 LOT 0 +79 BCR/6� 4 cF 1 35.00' 1 54.98' 419 1 TC] FL 73 74 75 41.71 t� �T y 417.4 417.2 417.5 - =111 ,Q LLU PROPOSED ENTRANCE STREET LIGHTS PER ON SPIE STREET IMPROVEMENT PLAN IL ' 23 PROPOSED SIDEWALK EASEMENT ' CONSTRlT1 Nt?7�S Ot INSTALL 4.5' AC OVER 8' CAB ' Q INSTALL 8' CURB AND GUTTER PER CITY STD. DWG. NO. 2022 h J AMENDED ORTEGA 3 INSTALL 6' CURB ONLY PER CITY STD. DWG. NO. 210 HILLS WAY ® INSTALL CURB RAMP, CASE A PER CITY STD. DWG. NO. 250 4 TR. NO. 31733 SAWCUT AND REMOVE EXISTING AC AND AB {2' MIN. FROM EX. EDGE AMENDMENT N0. 2, TRACT N0. 31732 SEE ON SITE STREET IMPROVEMENT PLAN F MONROE STREET WIN DIAL TOLL FREE BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF 811 THE NORTHWEST QUARTER (NW1/4) OF SECTION 35, TOWNSHIP 6 AT LEAST TWO WORKING DAYS SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 0'28'48" WEST BEFORE YOU DIG PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. CURVE DATA LINE DATA R I L A 90.00'00" 1 35.00' 1 54.98' B 11'18'36" 1 152.62' 1 30.13' C 180.00'00" 1 1.50' 1 4.71' GRAPHIC SCALE 40 0 20 40 80 160 WHERE APPLICABLE) i ® ADJUST WATER VALVE TO GRADE QCONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY @ CONSTRUCT CURB (& GUTTER TRANSITION FROM 13' TO 6" CURB FACE ( IN FEET) Ir" UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 inch = 40 ft. RIV'ERISIDE �'rOUN I T NIS 4112, Ir 060-1 -18 NOTE: PREPAR' -D UNDER THE DIRECTION OF: 41$65 Boardwalk AMENDMENT NO. 2, TRACT NO. 31M - BELLASE O WORK CONTAINED WITHIN THESE PLANS SHALL NOT ROFESS/ DATE: M0ItSE 4i8 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR Oe pyV IN THE CITY OF LA QUIN�sA, STA OF MLIF'ORNiA A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE k ��( C, �� PaMnDecafl.CAF92Ti -Sm ts� on" & STRM SHT. Ii 12 COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY - ,Q � OF LA OUINTA FOR WORK WITHIN CITY R/W. � No. 20596 r" m ST" LEY C. MORSE EXP. DATE 9 30 17 & c N U t T Z Vaicae sao.s�4-sasb v J R.C.E. 20596�!'" Exp. 9-30-17 AP ROVED BY: CITY dF LA 4UINTA MONROE ��T OF !! SHTS. THE PRIVATE ENGINEER SKx`PtiNG THESE PUNS IS RESPONSIBLE FOR � p P L A N Pi E R 5 ENGINEERS S Ii R Y E Y O R S STA. '"1'72. TO STA. 56+00,00`""�` �My' ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN J CIVIL \P b Z i 16 A PORTION OF THE SW1 4, OF THE NW1 4, .SEC. 35, T6Se R7E, $BM Y HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 9J 8 E N C H M A R K: PD -t09-70 EiEv. ELEV. 27. 941 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL F OF CALF TI OTHY R. ON ON P.E. DATE SCALE: PER PIAN 109-70 CHISELED SQUARE ON QVK 1�R U SOUTHEAST FOR: BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPROVED DATE PUBLIC W S ECTOR/CITY ENGINEER WING WALL 2.0 MILES SOUTH ALONG JACKSON ST. FROM M.111, THEN 2.0 M PALL LLC )UNITY 1 ! Lt REVISING THE PUNS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY R.C.E. N0. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 WEST ALONG AVENUE 50, 45 Ft, WEST OF MOM St. AND If SDUTH OF WRIE 50. I.- 6/16/16 FILE NO. �(r{„ LINE DATA BEARING LENGTH 1 N 928'48° W 184.66' 2 N 11.47'24" W 30.96' 3 N 0°28'48" W 148.89' 4 N 0'28'48" W 423.87' 5 N 0'28'48" W 148.64' 6 N 0'28'48" W 176.09' WHERE APPLICABLE) i ® ADJUST WATER VALVE TO GRADE QCONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY @ CONSTRUCT CURB (& GUTTER TRANSITION FROM 13' TO 6" CURB FACE ( IN FEET) Ir" UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 inch = 40 ft. RIV'ERISIDE �'rOUN I T NIS 4112, Ir 060-1 -18 NOTE: PREPAR' -D UNDER THE DIRECTION OF: 41$65 Boardwalk AMENDMENT NO. 2, TRACT NO. 31M - BELLASE O WORK CONTAINED WITHIN THESE PLANS SHALL NOT ROFESS/ DATE: M0ItSE 4i8 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR Oe pyV IN THE CITY OF LA QUIN�sA, STA OF MLIF'ORNiA A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE k ��( C, �� PaMnDecafl.CAF92Ti -Sm ts� on" & STRM SHT. Ii 12 COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY - ,Q � OF LA OUINTA FOR WORK WITHIN CITY R/W. � No. 20596 r" m ST" LEY C. MORSE EXP. DATE 9 30 17 & c N U t T Z Vaicae sao.s�4-sasb v J R.C.E. 20596�!'" Exp. 9-30-17 AP ROVED BY: CITY dF LA 4UINTA MONROE ��T OF !! SHTS. THE PRIVATE ENGINEER SKx`PtiNG THESE PUNS IS RESPONSIBLE FOR � p P L A N Pi E R 5 ENGINEERS S Ii R Y E Y O R S STA. '"1'72. TO STA. 56+00,00`""�` �My' ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN J CIVIL \P b Z i 16 A PORTION OF THE SW1 4, OF THE NW1 4, .SEC. 35, T6Se R7E, $BM Y HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 9J 8 E N C H M A R K: PD -t09-70 EiEv. ELEV. 27. 941 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL F OF CALF TI OTHY R. ON ON P.E. DATE SCALE: PER PIAN 109-70 CHISELED SQUARE ON QVK 1�R U SOUTHEAST FOR: BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPROVED DATE PUBLIC W S ECTOR/CITY ENGINEER WING WALL 2.0 MILES SOUTH ALONG JACKSON ST. FROM M.111, THEN 2.0 M PALL LLC )UNITY 1 ! Lt REVISING THE PUNS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY R.C.E. N0. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 WEST ALONG AVENUE 50, 45 Ft, WEST OF MOM St. AND If SDUTH OF WRIE 50. I.- 6/16/16 FILE NO. �(r{„ PROP. FS O CUT LINE, 11.0' W/O Pc g I �+_N^• nmani Nd ^In6 Nd �*'' �, N �.,.. gg g gNDSgtD ggt6 ^ pQ 1M + +p^pSNifl co LG iiN pM+ ���--^ o---- ------------ 3g¢E N^ ^ C^G1 t� ^O • yNch EXIST. FS SAwCUTa 11.0' W/0 6C N tV 4 v dv + v v _ v gO CDryvlQ C4 N gp gi. g�9T8u89 pN 8OD pN 9VC +D + 8 pd 8 D J 0N+t++OV +0.40X CNgh ^ ++ N i i 2 v A +0.57% -------- +v+ € tp3 +0.36% � I TC O WESTERLY SIDE OF 11) +0.67% MED d r +0.15%R�+ I PROP. TC O WM*LY SIDE OF MEDIAN •C1 444 {i 19- I CD 88 g8 I. +a "��' ' gage 8g N N 0 8M g^ gM g +'' Nd `° +9 +tit gN n t +0.17X�gS $a t $ 50% .©+r + chi Q Z ' +0.5076 I DESIGN ELEVATION OR FS 41 c or DESIGN Et EV ON OR FS O Pc� GO ui v 'dD'� 8r grv- 2� rV . O +�+ '- 6. g8N �� N 8 + g T +0.17X 82 +C4 N p p++0.46X+m 50% i a d +0.5OX PROP. TC O JASTERLY SIDE OF MEDIAN I s ' � I 1 I PROP. TC O EASTERL SIDE OF MEDIAN � ¢ � E 136.10' VC 54.73' O.C. 1 4 PI=423.99 I m + lE I d �l1 2 00 OD 8 .§d d Nd p p�Ng S g + N SCco pO O 8 �+0.$ 040.5X MNd I� 1 +0.507LPROPEASTERLY-, ASTERLY E g� I PROP. EASTERLY TOP OF CURB 4 l I i HVVERT. 1"=4' 56 57 58 59 60 61 62 63 64 PLAN SCALE 1"=40' TR. NO. 30023-2 ' w T[. NO. LEGEND EX. CROSS GUTTER 31681 b� AC OVER GAB m< r k goo o� oo� cl� OC -4 goy Y ' a g °`� + °a + °a + w a + EXISTING CURB AND / ;p / f AC GRIND/OVERLAY LO C7 00 0 0 o o rn_ o '� GUTTER PER DWG. 02103 I n n h o EX. E3 GAS \ EX. R/W m `" "' z ` SAWCUf AND REMOVE Q(iSiING PAVEMENT -- _- EX. 6" GAS " _ _ - _ - - _.c..- - ,_.:=.-f + i STREET f � - NOTES co --- _ _ EC " W 5. ! , i ! ' % �/ 1 _ ` �I \ 01 PROPOSED 10 MEANDERING MULTI-PURPOSE TRAIL PER SEPARATE PLAN +02.48 EC 56+62.78 4 � .- r -` / r / ; i � � / � / / z�\- \ � `, ` � , +1147 2 _ i i ,/ S + 5 k ' ,�`1/ ,r ��,�` �/ i /✓3 �/ / `. < . \.�. \ 56+32.85 EG (9 WTO ) W �/ y/nv \ _ AVENUE 60 EAS TO REMAIN /rl� rr / / / r / /. r x \ \ N 5112 / r Y"/ _ , ! i i, i / 'f/ , _ _ -a, \� �� 1 INT EXISTING 10' W 0 ' . ' - - EXISTING EDGE OF PAVEMENTN EASEMENT L - �.bN .. , = _ ' . . , . .. ... .. .51 UY. i ;l: t;.: : + 9 EXISTING 12" SEWER FORGE MNN RBANDONED TO BE REMOVED BY SEPARATE PLAfiI ! : v. 1'S , of S R N� h* 4 D C 4 J �4 EXISTING UTILITY POLE TO REMOVED DPER DRY UTILITY CONSULTANT'S RECOMMENDATIONS .. , ., , 4 , .. .?< .+ ;L .,. '�. ..l. J.z ., ->3,., �T?. ,.,....?.. .,r... cu x.+.r. ._,. ,. ,q �-'`u.� h,v-., ) �.'x�. 5 ..� ,• ,:_:K:h.. .. �_.s,..,... � ,.,v....:,. a .v .�' us £ .n�ar,u-. ..^R ,,: ., .. , 'a . .. ra ,x _-+f,�,i nn u u.. >>: ... `h e -, ..... c-"3.' jr..',� < ,,; .. .. sti,. �. � .n � .,. ,>. vvs .a ,f+' :.,, "+ .y?,... c a�`-.. t A r 3 - a..y . . ... ,. , , F � ' r.. F,:. � .,.�,,z,¢ . a . .: r , ,,., t4. � _. s ..„. �'� ui .. ,. W <°�< s , au t s. dS-. ;, fir. r t ti'SzN ft: ,+. ,. :. ,< _ �, ry -�. „ .,. as , , .,. 'i% ',,,, , ..-, �. S' 1 � �': `Li ) Q r i I T' z -.�. <N Y � , , a. <, .. . >, .� . :,a • r r`" EXISTING 18" CVWD PVC IRRIGATION LINE TO BE RELOCATED 0 32 E O k - ^n" Y -k ��• �i- i '.�) , ..Y a. e _ ,. Y^ .0 , ?Y u, :,_ , '.,4 ,c tia r., ...A,} y :<., fi'•tYY.. Y Lt:.11:. :�.,f r ,! :,a# r - C -,s -:. �;. Y?n } .rw., �a1 . \ v . >P N:T . s. . ,,�..: 'Gf✓,rrri''.. �s Z: _ _ 16 EXISTING 18GVWD WATER LINE EX. 36WATER : 23 PROPOSED SIDEWALK EASEMENT y 'R/W - LOT 0 P ,>.�.:,�w dt�ya.:.,s''..:w.`.u,a,ym,k3:'w�u,..sr93S,z+,x.,ir.,m..•.v;-.,uai"�FKsv' } R/W La.wasa.iwc t+ 23 1 2 15 ; 23 © ; CONSTRUCTION I�iOTE_ S TR. NO. 176 77 78 79 80 81 82 83 84 85 r 32398-1 �t INSTALL 4.5" AC OVER 8" CAB I INSTALL 8" CURB AND GUTTER PER CITY STD. DWG, N0. 202 419.6 419.9 420.2 420.5 420.9 421.2 421.5 421.8 422.1 422.7 __ I I ®INSTALL CURB RAMP, CASE A PER CITY STD. DWG. NO. 250 SAWCUT AND REMOVE EXISTING AC AND AB (2' MIN. FROM EX. EDGE AMENDED TR. NO. 31732 VICTORIA HILLS AVENUE 60 WHERE APPLICABLE) WAY SEE SHT• NO. 5 ® CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY MONROE STREET GRAPHIC SCALE 40 0 20 40 80 160 CURVE BASIS OF BEARINGS DATA 1 DIAL TOLL FREE THE BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF R ( j THE NORTHWEST QUARTER (NW1/4) OF SECTION 35, TOWNSHIP 6 89°35'26" 811 SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 0728'48" WEST B 11°18'36" PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 30.13' AT LEAST TWO WORKING DAYS OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. 1.00' BEFORE YOU DIG D GRAPHIC SCALE 40 0 20 40 80 160 CURVE DATA DATA 4 R L A 89°35'26" 35.00' 54.73' B 11°18'36" 152.62' 30.13' C 168°24'17" 1.00' 2.94' D 11'35'43" 50.00' 10.12' GRAPHIC SCALE 40 0 20 40 80 160 0 CONSTRUCT MEDIAN CURB (6") PER CITY STD. NO. 210 1O ADJUST SEWER MANHOLE TO GRADE 11 ADJUST SEWER VALVE TO GRADE (IN FEET) `�tyyp UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 Inch= 40 ft. RIVERSIDE COUNTY M$ 41123 II' 060118 NOTE: PREPA UNDER THE DIRECTION OF: 41065SomdwWk MENDMENTNO. 2, TRACTNO. $1M,SELLA8ENO WORK CONTAINED WITHIN THESE PLANS SHALL NOT pF ESS/ DATE. e MORSE Subs 218 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR 4R Qkq IN THE CITY OF LA QUINTA, STATE OF CAL.IFO IA 4 A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE SFO y�Y C" !� PoNCDusa4,C1492211 OFF-WES+'�'f' " & g7W SHT. STANLEY C. COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY ,Q MORSE EXP. IWv&M to �' 400 � DATE 9 30 17 s c y v t t' z vola t4.sria OF LA QUINTA FOR WORK WITHIN CITY R/W. *. R.C.E. 20596 WtbVmst IWONR SMMr �. APPRO�LED BY: CITY OF LA QUINT� OFSHT& THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Exp. 9-30-17 PLANNERS ENGINEERS SURVEYORS STA. 5 e}+00 TO SM. 63+36.10 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN `' CIVIL \Q'� �� A PORTION OF THE SWI 4, OF THE NWI 4, SEC. 35, T6S. RiE, SBM HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 9T 8 E N C H M A R K: PD -10-70 SLAV. ELEV. 27. 941 - APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL F` CAl1F T) THY R. flN flN, P.E.4SCALE: PER PLAN 909-70 CHISELED SQUIB ON CANAL BRIDGE SOUTHEAST FOR: �% PI1I COUNTY BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPROVED DATE BLIC S £CTOR/CRY ENGINEER WING WALL. 2.0 MILM SM ALONG JACKSON ST. FROM MY.111, THEN 2.0 MILES REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS ENGINEER COUNTY R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 WEST AVENUE EI, 45 FT, WEST OF Sr. AND IV SOM OF AVOM 5D. 1:1$7502�3i732 OFFSITE�SIP- 6/16/16 FILE NO. LINE DATA BEARINGLENGTH 1 N 0°28'48"W 255.72' 2 N 11°47'24" W 30.96' 3 N 0.28'48" W 304.05' 4 N 11'47'24" W 30.96' 5 N 928'48" W 577.37' 0 CONSTRUCT MEDIAN CURB (6") PER CITY STD. NO. 210 1O ADJUST SEWER MANHOLE TO GRADE 11 ADJUST SEWER VALVE TO GRADE (IN FEET) `�tyyp UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 Inch= 40 ft. RIVERSIDE COUNTY M$ 41123 II' 060118 NOTE: PREPA UNDER THE DIRECTION OF: 41065SomdwWk MENDMENTNO. 2, TRACTNO. $1M,SELLA8ENO WORK CONTAINED WITHIN THESE PLANS SHALL NOT pF ESS/ DATE. e MORSE Subs 218 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR 4R Qkq IN THE CITY OF LA QUINTA, STATE OF CAL.IFO IA 4 A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE SFO y�Y C" !� PoNCDusa4,C1492211 OFF-WES+'�'f' " & g7W SHT. STANLEY C. COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY ,Q MORSE EXP. IWv&M to �' 400 � DATE 9 30 17 s c y v t t' z vola t4.sria OF LA QUINTA FOR WORK WITHIN CITY R/W. *. R.C.E. 20596 WtbVmst IWONR SMMr �. APPRO�LED BY: CITY OF LA QUINT� OFSHT& THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Exp. 9-30-17 PLANNERS ENGINEERS SURVEYORS STA. 5 e}+00 TO SM. 63+36.10 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN `' CIVIL \Q'� �� A PORTION OF THE SWI 4, OF THE NWI 4, SEC. 35, T6S. RiE, SBM HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 9T 8 E N C H M A R K: PD -10-70 SLAV. ELEV. 27. 941 - APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL F` CAl1F T) THY R. flN flN, P.E.4SCALE: PER PLAN 909-70 CHISELED SQUIB ON CANAL BRIDGE SOUTHEAST FOR: �% PI1I COUNTY BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPROVED DATE BLIC S £CTOR/CRY ENGINEER WING WALL. 2.0 MILM SM ALONG JACKSON ST. FROM MY.111, THEN 2.0 MILES REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS ENGINEER COUNTY R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 WEST AVENUE EI, 45 FT, WEST OF Sr. AND IV SOM OF AVOM 5D. 1:1$7502�3i732 OFFSITE�SIP- 6/16/16 FILE NO. W I N M -0.50X PR. EDGE + 8 N OF PAVEMtoENT Tc .in 8+t (22.00' N/0 p) g 9 g to g 8 PROP. EDGE $ to9+ gc OF PAVEMENT - t gm 8 + (22.00' N/0 6 � � -0.5076 � � d• I I Ff- . 29 O.C. NO.CW. O.C.p W mp$t Q yam C4 Wo t0 , M} . 't iMl pp g �pg EIqIE 8 C-1 Umo tC wi(m} n N; 0V N o -0.50x 9 EX. GROUND $ W 4.85' N N CROWN UNE -0.508 d I + TOP OF 3 -D,50X C7 I 0 of m i (4 00' / MEDIAN TOP OF MEDIAN -0.5010 (L? -- _ o g . IPROPI N �0 8 Mo N to g11 8 g p O�hS � + oO pp gk_ -0.476 -0.506 PROPGRADE $ $� FS0 E-6-4NE - - V g $rNW#--------------- 0 ST. �. � ui EXISTING CROSS W -0,50x - - - - - - - - - - N S _ GUTTER cc r. +0 M8 V N O N O Ep pp �• p pp 8 C+ � O M © 9_ C 8 W - -0,5076 + �+ N gj "*r' r' * M AID V h N €in PROP. S -LY 101 I cti 54.73' O.C. iO + t + `r TOP OF MEDIAN Sc 0 j PROP. S'LY �'� m (8.00' S/O TOP OF MEDIAN A/4 e/4 I ani (8.00 S/0 �C)_ 0 „I D/4 3/4 W 75.14' 75.14' Mu n I Cy M S M m O.C. O.C. U m i I L=55.180 L=54.73' tcWo N N eMv + 'r g M o n "� g ( O.C. O.C. " 8 Na. $ t g �� d/4 e/4 e/4 e/4 I e/4 e/4 e/4 e/4 I sio -0, } ' N c Ca `$ M`�° M �e PROALE SCALES +a + a 8on- HORIZ. 1"=40' -0,8� VERT. 1"=4' 'Y + cd +Oi __ t A 0% «- PLAN SCALE 62 63 64 65 66 67 1" =40' 68 69 6� t� 8 r 71 W J J J � IY FUTURE COMMERCIAL z w g gg g FUT. STREET IMPROVEMENTS ����� ®. ����oo� gN � R w'6 06aB w,-; c PER TRACT N0. 32398-1 LL 4 - o to m y i aha 'y , wt) C:, Sao Wto �� � u i ( ( fi3+67.38 EC o o CID c ST. INT. 67+70.00 AVENUE 60 °i Na dry m o torn o M tR o 423.69 FS/EP FUT. 12" SEWER g = f0+00.00 FUTURE ENTRANCE + + c ri o vi ' 31681 I t) tom' o 3 E ( MATCH EXIST. PER TR. N0. 32398-1 m - N+ C) o+ cScS © IU o rte- �' �' C° _. T� m �' ern r� r r o ` .0 ear N _I _= If i z -i t \ 63+62.27 B C dao \. _ N N OST. INT. 63+03.61 AVENUE 60 +woowrnrn "d�Nw 423.34 FS tI t63+09.59 MONROE STREET rNd' y ^o ' O1cNUNN 63+86.02 BC -MED. + W d• + .t _ ..___-._-. 23 424.10 S TR N0. 32398-1 -4?4.?4 FS \ \_�"-' TC ULTIMATE R PER o 0PROP. STREET IMPROVEMENTS 423.60 F 0 PER TRACT NO. 31681 Fri m -- - = - PERR32398- (0 NOTES- EXISTING R 1 (/�y'y� �.t ,• r .. .. n T N EXISTING 10 CVWD IRRIGATION EASEMENT O RE ry� { � , v. �• :. 'iii _. "1- . ,,, _//:, _.. ::: '. >. } r :.t � Yt r ) : y ,. 31;;:q .J. S4 .. �. ,,,1 r /ia`<,� «,.- �, : ,r..zln+ r ,.. ;.:- � ,,\.4 sly ,,.�c...., ,, ,,., :-:, . r„ r , ,. > v �' •X�r �' : 5 . " . " 4 r, EXISTING EiXs'E OF PAVEMENT x. .. is N 89'2246" E � .,, , „ ,,.. <,.;i ., «.•, �l<,. '> , . .: O EXISTING 14 CVWD CONCRETE IRRIGATION LINE 70 BE REMOVED PER SEPARATE PLAN ❑ E)(. 30" WATER Q J PROPOSED CVWD PVC IRRIGATION LINE EX. CURB GUTTER UTTER_. - __. __ c..,J . .......... .,,t } %'aV_., ,• .� , 1. .._,.... ., s.,-. . , .... , ...:< .; : , . '... . ...., ,. ¢ C �. fr . .., r"..'...,.e .& c 3..<.3 ,. PROPOSED lir CVWD WATER UNE <. _.,.x_,r 2 .. �. :v ..:n_t,- n 't'..'..v.. ... ., _... ,:� r,,,._ `L•. .,- .. ,;: ., ... .. ., 4. ._. « .. ,.. F a. .. �, ., 'w___ .,_a ., ,. .r. V 8 PROPOSED 12" CVWD WATER UNE ... i i ii Fi r� �j�{` H?'c�:. ,: , .. .. «. - ,x ,,.:,., �r+.,.a5.z ;� t"s`gy.""'•.n_, .: z,..t. .,. nom, _ ,L, r. ,, Jr. .. wk: z�i. ... , `fir,.. Wil" : -... .- .. _ '. 'a,. ,., '"'' �r � ❑ ....._.__ �..- -__.-_,._._ i : f .: ..::. L ;'ss ) �t 1. '«"'. .,.,. ,. ,...sc, ,✓.aa�.,,�.e.. ;\�:u�,,'L. ..v,v= s;»';y''4:3�h, n ,, .. \.ya. ., ...,v � ,�"-.J s .k. / t. -' . i :,. �. .,rf).x.._, i .,n,•.;..L. � � '. ... ..\�'. *Yt�s�;a,.='�5"a�.m..:�s'> abs:` t >h ��)^:;' / n .;, _ }. r:2I� ,z1� � � w- � 10 PROPOSED 8 MEANDERING' SIDEWALK PER SEPARATE PLAN AND PERMITS d Tem ... .,..... ._ 11 PROPOSED le STORM DRAIN PER SEPARATE AN :..w i i EX. R jW i t ; - - - -- - _ _ _ ._ _-- - - VALVES TO REMOVED PER SEPARATE PLAN �, ---.. M Q 13 EXISTING CVWD IRRIGATION METER AND r _ � OT Q' EX. 18• IRRIGATION 22 LOT P N F2-21 PROPOSED PUBLIC UTILITY EASEMENT PL �, U w 2 10 PL 69+47.54 BCR 11+55 85 ECR ii 1 ! �� c' ' J I 23 m . v . v r rU 23 23 23 420.33 TC w G� 23 PROPOSED SIDEWALK EASEMENT I 63+76 08 23 M r 10 a r o 23 418.92 n < �w� 20 In _ N 'n _ tam' 41T6CF) 418.42 FL CONSTRUCTION, N©TES o C14 m..419.7 TR. NO. E .. 63+74.08 E R S N Np N +r- N ( ) (6f C 1 +.r.r + _� " I �t € 423.36 TC +4 dN �.r i ' 1' € 422.69 FL 2 3 6 7 8 9 10 1 1 1 2 (�i INSTALL 4.5" AC OVER 87 CAB �` 1j' 62+36,10 BCR 423.7 423.5 4 S 421.4 421.0 420.5 419.8 1 3 Q2 INSTALL 8" CURB AND GUTTER PER CITY STD. DWG. NO. 202 i d e 423.65 TC 422.6 422.2 421.8 WYNEQEMERE MONROE STREET 422.98 FL 423.2 422.9 WAY 419.4 INSTALL 6" CURB ONLY PER CITY STD, DING. NO. 210 SEE SHT. NO. 4 1 423.9 SEE ON SITE STREET IMPROVEMENT PLAN ® INSTALL CURB RAMP, CASE A PER CITY STD. DWG. NO. 250 AVENUE 60 SAWCUT WHERE A AND REMOVE EXISTING AC AND AB (2' MIN, FROM EX. EDGE AMENDED TRACT NO. 31732 l.E © ADJUST WATER VALVE TO GRADE OF BEARINGS `, r? tizk 5 (D AC IRRIGATION VALVE TO GRADE BASIS AC OVER CLASS CAB 80 CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY CURVE TABLE int OLHRIIVVJJnvVYIN HEREON WE BASED ON Int YYGJI LIINL yr i4KA11"Miti StiALt THE NORTHWEST QUARTER (NW1/4) OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 0'28'48" WEST 40 0 20 40 80 160H1 PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. r IN CGGT \ COURSE TABLE A R L A 89.35'26" 35.00' 54.73' B 6'06123" 705.00' 75.14' C 6'06'23" 705.001 75.14' 0 9919'56" 35.00' 55.18' E 89'35'26" 35.00' 54.73' (F-> 180'0000" 2.00' 6.28' G 12'40'40" 168.65' 37.32' H 12'40'45" 164.65' 36.43' 1 4927'30" 3.00' 2.59' J 49'27'30" 37.00' 31.94' 180'00'00" 1.00' 3.14' L 17918'36" PER TRACT NO. 31681 Fri m -- - = - PERR32398- (0 NOTES- EXISTING R 1 (/�y'y� �.t ,• r .. .. n T N EXISTING 10 CVWD IRRIGATION EASEMENT O RE ry� { � , v. �• :. 'iii _. "1- . ,,, _//:, _.. ::: '. >. } r :.t � Yt r ) : y ,. 31;;:q .J. S4 .. �. ,,,1 r /ia`<,� «,.- �, : ,r..zln+ r ,.. ;.:- � ,,\.4 sly ,,.�c...., ,, ,,., :-:, . r„ r , ,. > v �' •X�r �' : 5 . " . " 4 r, EXISTING EiXs'E OF PAVEMENT x. .. is N 89'2246" E � .,, , „ ,,.. <,.;i ., «.•, �l<,. '> , . .: O EXISTING 14 CVWD CONCRETE IRRIGATION LINE 70 BE REMOVED PER SEPARATE PLAN ❑ E)(. 30" WATER Q J PROPOSED CVWD PVC IRRIGATION LINE EX. CURB GUTTER UTTER_. - __. __ c..,J . .......... .,,t } %'aV_., ,• .� , 1. .._,.... ., s.,-. . , .... , ...:< .; : , . '... . ...., ,. ¢ C �. fr . .., r"..'...,.e .& c 3..<.3 ,. PROPOSED lir CVWD WATER UNE <. _.,.x_,r 2 .. �. :v ..:n_t,- n 't'..'..v.. ... ., _... ,:� r,,,._ `L•. .,- .. ,;: ., ... .. ., 4. ._. « .. ,.. F a. .. �, ., 'w___ .,_a ., ,. .r. V 8 PROPOSED 12" CVWD WATER UNE ... i i ii Fi r� �j�{` H?'c�:. ,: , .. .. «. - ,x ,,.:,., �r+.,.a5.z ;� t"s`gy.""'•.n_, .: z,..t. .,. nom, _ ,L, r. ,, Jr. .. wk: z�i. ... , `fir,.. Wil" : -... .- .. _ '. 'a,. ,., '"'' �r � ❑ ....._.__ �..- -__.-_,._._ i : f .: ..::. L ;'ss ) �t 1. '«"'. .,.,. ,. ,...sc, ,✓.aa�.,,�.e.. ;\�:u�,,'L. ..v,v= s;»';y''4:3�h, n ,, .. \.ya. ., ...,v � ,�"-.J s .k. / t. -' . i :,. �. .,rf).x.._, i .,n,•.;..L. � � '. ... ..\�'. *Yt�s�;a,.='�5"a�.m..:�s'> abs:` t >h ��)^:;' / n .;, _ }. r:2I� ,z1� � � w- � 10 PROPOSED 8 MEANDERING' SIDEWALK PER SEPARATE PLAN AND PERMITS d Tem ... .,..... ._ 11 PROPOSED le STORM DRAIN PER SEPARATE AN :..w i i EX. R jW i t ; - - - -- - _ _ _ ._ _-- - - VALVES TO REMOVED PER SEPARATE PLAN �, ---.. M Q 13 EXISTING CVWD IRRIGATION METER AND r _ � OT Q' EX. 18• IRRIGATION 22 LOT P N F2-21 PROPOSED PUBLIC UTILITY EASEMENT PL �, U w 2 10 PL 69+47.54 BCR 11+55 85 ECR ii 1 ! �� c' ' J I 23 m . v . v r rU 23 23 23 420.33 TC w G� 23 PROPOSED SIDEWALK EASEMENT I 63+76 08 23 M r 10 a r o 23 418.92 n < �w� 20 In _ N 'n _ tam' 41T6CF) 418.42 FL CONSTRUCTION, N©TES o C14 m..419.7 TR. NO. E .. 63+74.08 E R S N Np N +r- N ( ) (6f C 1 +.r.r + _� " I �t € 423.36 TC +4 dN �.r i ' 1' € 422.69 FL 2 3 6 7 8 9 10 1 1 1 2 (�i INSTALL 4.5" AC OVER 87 CAB �` 1j' 62+36,10 BCR 423.7 423.5 4 S 421.4 421.0 420.5 419.8 1 3 Q2 INSTALL 8" CURB AND GUTTER PER CITY STD. DWG. NO. 202 i d e 423.65 TC 422.6 422.2 421.8 WYNEQEMERE MONROE STREET 422.98 FL 423.2 422.9 WAY 419.4 INSTALL 6" CURB ONLY PER CITY STD, DING. NO. 210 SEE SHT. NO. 4 1 423.9 SEE ON SITE STREET IMPROVEMENT PLAN ® INSTALL CURB RAMP, CASE A PER CITY STD. DWG. NO. 250 AVENUE 60 SAWCUT WHERE A AND REMOVE EXISTING AC AND AB (2' MIN, FROM EX. EDGE AMENDED TRACT NO. 31732 l.E © ADJUST WATER VALVE TO GRADE OF BEARINGS `, r? tizk 5 (D AC IRRIGATION VALVE TO GRADE BASIS AC OVER CLASS CAB 80 CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY DIAL TOLL FREE W.J,-//AT LEAST TWO WORKING DAYS RFFORF YOU DIG int OLHRIIVVJJnvVYIN HEREON WE BASED ON Int YYGJI LIINL yr i4KA11"Miti StiALt THE NORTHWEST QUARTER (NW1/4) OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 0'28'48" WEST 40 0 20 40 80 160H1 PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. r IN CGGT \ COURSE TABLE i/ AC GRIND/OVERLAY 13 CONSTRUCT CURS & GUTTER TRANSITION FROM 8" TO 6• CURB FACE SAWCUT AND REMOVE EXISTING PAVEMENT 14 ADJUST STORM DRAIN MANHOLE TO GRADE 0 INSTALL STREET LIGHT PER RIVERSIDE COUNTY STD, DWG. NO. M8D3 BEARING DISTANCE M N 84°08'43'E 11.97' N N 84!08'43"E 6.00' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 inch= 40 ft. ILITV ■ S 4112, IP 060118 RIVERSIDE CON WT11�1C�T1NO. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR R BY RIVERSIDE A GRADING PERMIT HAS BEEN ISSUED COUNTY COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY R/W. pFESS/ Q OyY �� Y C. l �`r �~� �p � ,,`t' � � �, `" No. 20596 r" m Exp. 9-30-17 �, * .�. J'i` CIV{L \Q' 9 rFOF CALIF PREPA D UNDER THE DIRECTION OF: 41065 Boardwalk ` DATE: MORSE �py10ago . �� ' r - _ Paas n. te, CA 9xsi a g STANLEY C. MORSE EXP. DATE 9/30/17 4 S C H U L t z Vehm 760-674.5776 R.C.E. 20596 eDerghOmdseansulBng.att AP ROVED BY: CITY OF LA QUINTA PLANNERS ENGINEERS SURVEYORS 7r9 1 b 9 E N C H MARK; PD -105-70 ELEV. M. 27. $#t T OTHY R, O SON, P.E. ATE SCALE: PER PLAN 109-70 CHISELED SQUARE ON CANN. BRIDGE SOUitEiAST UBLIC W KS IRECTOR/CITY ENGINEER WING WALL 2.0 MILES SOUTH ALONG JACKSON ST. FROM NWY.111, THEN 2.0 MILES R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 AVENUE 50, a5 FT. WEST OF MADISON ST. AND IV SOUTH OF RIM 50. EI�NIYDTMENT NO. 2, 31132 • ELLA ER0 SHT. OF 1 SHTS, IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA � SM S� :moi & STW t� y� .Sf, TA, 6+Gi`�"`62.01 TO STA. 73+00,00 A PORTION OF THE SW1 4, OF THE NW1 4, SEC. 35 76S, RTE, .SBM _�,�.,,(,,` THE PRIVATE ENGINEER SIGNING THESE PLANS 45 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 SHAD. BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REwSING THE PLANS FOR APPROVAL. BY THE COUNTY. FOR: ' I�AU I:\87502`317321MNANS�OFFSIT1\SIP- 6/16/16 COUNTY 9AILLL FILE NO. MARK BY DATE APPROVED DATE REVISIONS COUNTY ENGINEER 100, VC PI=418.43 10; 9 go + g g cd 9 P + ui + + V ui + :w + + + --:045OX 0.5ox -------- .......... ell ............... ......... ....... Tf PROP. Ill PROP. N'LY EDGE OF 01 jY MOE OF 100, VC PAVEMENT PAVEMENT plal 19.21 8 � p 9 8 86 + g 4 82 8 + + 0*; g 0 C4 ------ -0.5ox + h + PROP. N -LY 0 WMYDIAN *+- to PROP. N -LY TOP 06F ME f4l a TOP F MEDIAN 100, VC CURB 8' N/O TL 441! 2CURB PI=418.87 less 8 8 8d 8 7 2 2 8 iq !w EX GROUND + 8 0; 1 - 8 0; 8 ul 0; 8 0; -GRAD& - - - - - - - - - - -----Ra - - - - L CENTERLINE 4 -A Lu W Z is I + w 100, VIC 8 PI=419.21 ci 8 8 8 9 9 80; D, 8 Ta. . 86 + + p + + + -O.SOX n n P PROP. S'LY TOP OF MEDIAN NAN 100, YCCURB 8- S/O PC PI -418.60 �p 80; 8 ra 8 00 8 co 8 . q $$$^$n gir-t 8 g 8 PROP. S*LY 8 Im 8 9- + !2 !R + TOP OF CUR + C-4 P + 42+ ­------- HORIZ. 1"=40' ------------ 0 - VERT. 1"=4' I T - --------- PLANSCALE 1"=40' 71 72 73 74 75 I ZCCC;h1:4;�:a8;0 6 06 C6i6di 06 FUR403z �, C.> d eh C> %0 to 0 ATE PRIVATE 0 R 4' l #E-4 C5 0 Go NTS 166.65' 30.171 ti DWE N00'29'38"W 0 LU NO92916N 21,00, I C6 -j 00 Lu cq .3 wo 6 77 11 -se, LL d G7 00 :�i C14 E ATE PRIVATE 00a- R �zz Go 192219" 1 166.65' 30.171 => DWE N00'29'38"W 0 LU NO92916N 21,00, I C6 -j m cq 6 77 LL d G7 L0 + 811 ui cc 09 CL AT LEAST TWO WORKING DAYS C-4 (,f) BEFORE YOU DIG z UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA z 0 0 E NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT — e�- COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE tD COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY — D3 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 LL4100 cc ---------- W APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK CL < I.- REVISING THE PLANS FOR APPROVAL BY THE COUNTY, 15 e 16 17 QLO 3 QLO 6 ERR +036% PI=421.16 89 8 9 a 8 tl� " = ;+ --------------- PROP. FS 0 CENTERLINE EX. X- GROUND 'OR. OF 50, VC plP,— act 421.43 M, EDGE OF SHOULDER SHOULDER STREET SANDBAGS (2 HIGH) PAVEMENT 2:1 MAX. SLOPE 0 2 BAGS MIN. 2 BAGS MIN. CON @TYPICAL SECTION AND MEVA N.T.S. 76 77 78 79 80 81 Ll < W LECND tA-1 5 ; 5; AC OVER CAB AC GRIND/OVERLAY 0 cl IT AND =unvr rymptir PAvrurw A.P.N. 764-240-006 E2 C4 i + 0 EXISTING 30' RIGHT-OF-WAY to RECORDED 4-17-59 IN BOOK 2454, PG, 65 0 AS INSTRUMENT NUMBER 32692 ----- -- FLIT. 12" SEWER PER PAVEMENT TRANSITION ft Q CURVE TABLE 00a- R �zz + C:) . 9 192219" 1 166.65' 30.171 => + N00'29'38"W 0 C) NO92916N 21,00, I -j m 6 Il LL G7 z DIAL TOLL FREE 811 ui cc 09 CL AT LEAST TWO WORKING DAYS (,f) BEFORE YOU DIG z UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA z 0 0 E NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT — COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE tD COUNTY FOR WORK WITHIN COUNTY R/W, OR THE CITY — D3 OF LA QUINTA FOR WORK WITHIN CITY R/W. (yta -< = > 0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN LL4100 cc HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY W APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK CL < I.- REVISING THE PLANS FOR APPROVAL BY THE COUNTY, ERR +036% PI=421.16 89 8 9 a 8 tl� " = ;+ --------------- PROP. FS 0 CENTERLINE EX. X- GROUND 'OR. OF 50, VC plP,— act 421.43 M, EDGE OF SHOULDER SHOULDER STREET SANDBAGS (2 HIGH) PAVEMENT 2:1 MAX. SLOPE 0 2 BAGS MIN. 2 BAGS MIN. CON @TYPICAL SECTION AND MEVA N.T.S. 76 77 78 79 80 81 Ll < W LECND tA-1 5 ; 5; AC OVER CAB AC GRIND/OVERLAY 0 cl IT AND =unvr rymptir PAvrurw A.P.N. 764-240-006 E2 C4 i + 0 EXISTING 30' RIGHT-OF-WAY to RECORDED 4-17-59 IN BOOK 2454, PG, 65 0 AS INSTRUMENT NUMBER 32692 ----- -- FLIT. 12" SEWER PER PAVEMENT TRANSITION ft Q CURVE TABLE A R 1922'19" 1 166.65' 30.17' 192219" 1 166.65' 30.171 (f) I ... . COURSE BEARING TABLE DISTANCE (C) N0929'3eW 22.50' D !. N0929'39"W 16.50' E t N00'29'38"W 15.00. F NO92916N 21,00, TRACT Nv. 34398— 1 ­ SHOULDER . -0- — —26m- 47 ­ - ----- - vi 7� x N 87551T E ON 410��M�Ii.� fi SHOULDER AC GRIND AND AC OVERLAY WITHIN THIS AREA PER DIRECTION R/W 16 TAPER RATIO @ OF RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 01 ja w Lu PROP. EP + JOIN EX. PAVEMENT PER [L WIDTH x SPEED z 0- 20 0- 9 SHOULDER PROP. EP OR 50:1 COUNTY GUIDELINES 9 01 In � 0 LEXISTING 30' RIGHT—OF—WAY 1 SEC. IV, G-6 CD , ALSO SEE JOIN DETAIL SHT. NO. 12 LVI V =3 K RECORDED 4-17-59 IN BOOK 2454, v(;. bt) 5 AS INSTRUMENT NUMBER 32692 64 C) Lim cV 23 + uj r-. M ib A.P.H. 764=290-003 CS M EXISTING R/W C) 5, il 24 n2 EXISTING 110' CVWD IRRIGATION EASEMENT TO REMAIN 420.8 18 19 20 21 22 23 F-3-1 EXISTING EDGE OF PAVEMENT QLO.,6) Q�0�,6 C421 LLI rho CONSTRUCTION NOTES m t EL F51 EXISTING 14- CVWD CONCRETE IRRIGATION LINE TO BE #NOVIED PER SEPARATE PLAN m twn zx INSTALL 4.T AC OVER Er CAB PROPOSED 11f CVWD PVC IRRIGATION UNE 12 TRACT NO. 31732, AMENDMENT NO. 2 C14 INSTALL 8" CURB AND GUTTER PER CITY STD. DING. NO. 202 M PROPOSED 18" CVWD WATER LINE 5 ell x INSTALL Er CURB ONLY PER CITY SM. DING. NO. 210 F1 -01 PROPOSED 8' MEANDERING SIDEWALK PER SEPARATE PLAN AND PERMIT AVENUE 60 SAWCUT AND REMOVE EXISTING AC AND AB (2' MIN. FROM EX. EDGE Fl -11 PROPOSED 1T STORM DRAIN PER SEPARATE PLAN Rh WHERE APPLICABLE) CONSTRUCT AC GRIND (0.1' DEEP) AND AC OVERLAY 2-01 EXISTING IRRIGATION STAND PIPES AND VALVES PROTECT IN PLACE 2-21 PROPOSED PUBLIC UTILITY EASEMENT BASIS OF BEARINGS GRAPHIC SCALE U INSTALL GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN THE BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF 40 0 20 40 80 160 PER CITY STD. DING. NO. 330 RM PROPOSED SIDEWALK EASEMENT THE NORTHWEST QUARTER (NW1/4) OF SECTION 35, TOWNSHIP 6 16 INSTALL SANDBAGS PER DETAIL HEREON SOUTH, RANGE 7 EAST, S.B.M. TAKEN AS NORTH 0-28'45' WEST PER RECORD OF SURVEY FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER. (IN FEET) 1 inch= 40 ft. PREPARED UNDER THE DIRECTION OF: 41865 Bol A QgOFMORSE Sui218 ESS/ 1�74 DATE: 441111a Pa lts m Dosed, CA 92211 STANLEY C. MORSE EXP. DATE 9/30/17 SCH ULTZ Voice: 760-67"776 R.C.E. 20596 abughOmd"wirm9l M. 2059369 m AP ROVED BY. CITY OF LA QUINTA Exp. 9-30- 1 PLANNERS ENGINEERS SURVEYORS CIVIL. L B E N C H M A R K: PD -109-70 ELEV. ELEV. 27. 941 �A OF m _71BOLTIHYWR SON, P. E. OATE SCALE: PER PLAN 109-70 CHISELED SQUARE ON CW& BRIDGE SOUTHEAST F APPROVED 1 DATE U C So WING WALL 2.0 MILES SOUTH ALONG aCKSON ST. FROM W111, THEN 2.0 MILES R. STIREC R/CITY ENGINEER DATE: JUNE, 2016 REVISIONS R.C.E. NO. 45843 EXP. DATE 1 COUNTY 1 2-31-16 WEST ALONG AVENUE 50, 45 FT. WEST OF MADISON ST. AND 1W SOUTH OF AVENUE Wessel 0 tvw# mal I ffnw a svw* w a , wm ...- wool HE CITY M !A— QUIRT7 STATE OF 6A W. -Sm sirw SO" & smwm SHT. vfia &FRm cl AVENUE 60 OFI&SHTS STA. 71 +00.00 TO STA. 80+50.00 DN OF THE SWI 4, OF THE 1441/4, SEC. 35, T6S, RIE, SBM TTI.. PAUZADA, LLC COUNTY l3173%W1W\OffSffASIP— 6/16/161 FILE NO. MA -Lis. I 40 2X GRAPHIC SCALE 0 20 40 80 ( IN FEET) 1 inch= 40 ft. EXISTING STRIPING PER TRACT NO. 31681 CDLQ PUN SET NO. 07013, SHEET 4A. EXIST. CURB & GUTTER PER TR. NO. EXIST. SIGNING AND STRIPING PER TRACT NO. 3168 TR. Y TRVO. 31681 a EX. EP - 7t CONSTRWTK I' 0 INSTALL TELESPAR SQUARE TUBULAR POST PER CITY STD. MONROE STREET 53 INSTALL R7 -9A SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. SEE SHT. NO. 8 INSTALL 4" SOLID WHITE EDGE OF PAVEMENT LINE PER CA MUTCD 2014 STD. 27B 55 INSTALL 4" SOLID YELLOW CHANNEUZING LINE PER CA MUTCD 2014 STD. 25B REMOVE EXIST. DOUBLE YELLOW LANE UNE INSTALL TYPE IV(L/R) ARROW PER CA MUTCD 2014 STD. DWG. NO. A24A 58 INSTALL 4" WHITE LANE UNE SOUD/TYPE 'G' RPM PER CA MUTCD 2014 STD. 5® INSTALL 8" CHANNELIZING UNE PER CA MUTCD 2014 DET. 38 (W/RPM) 60 INSTALL DOUBLE YELLOW MEDIAN ISLAND PER CA MUTCD 2014, DET. 28 61 INSTALL 4" WHITE DASHED LANE LINE PER CA MUTCD 2014 DET. 12 (WITH ALTERNATING TYPE 'G' RPM) 6@ INSTALL TYPE W ARROW PER CA MUTCD 2014 STD. DWG. NO. A24A INSTALL 6" WHITE SOLID BIKE LANE UNE PER CA MUTCD 2014 ' STD. DWG. QOD DET. 39 PRIVATE TRACT NO. 32391-1 S4 INSTALL 6" WHITE SKIP BIKE LANE UNE PER CA MUTCD 2014 LOT Q DRIVE STD. DWO. A20D DET. 390 - 66 STENCIL "BIKE" "LANE PER CITY STD. ' 1 J ,y�� V INSTALL 12" LIMIT LINE PER CA MUTCD 2014 STD. PLAN A24E --- 71 REMOVE EXISTING SIGN AND POST (TYPE PER PLAN) 0 Q INSTALL Rt -•1 SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. O, 0 1---- 1 Q INSTALL D3- 1 (CA) STREET NAME SIGN WITH 6" UPPER CASE AND 4.5" INSTALL BLUE HYDRANT MARKER PER CITY STD. ' LOWER CASE WHITE LETTERS ON A GREEN BACKGROUND PER CA MUTCD 2014 M� 4 INSTALL W9--1 SIGN PER CA MUTCD 2014 AND DETAIL THIS SHE ff3 tib -ULi1MATE CURB & GUTTER PER TRACT NO. 32398 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 500'ce ccd EX. EP TRACT BOUNDARY o I Q INSTALL R4--7 SIGN PER CA MUTCD 2014 AND DET. THIS SHT. ' r 59 4 ©8 INSTALL OM1 -1 OBJECT MARKER PER CA MUTCD 2014 AND DET. THIS SHEET. c* '' INSTALL R6-1 SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. 0 _._ ...... LOCATE 90' FROM KEEP" RIGHT" MEDIAN SIGNAGE AT MEDIAN NOSE / 4 TYR EX. EPJ 8© INSTALL R81 (BIKE LANE) SIGN PER CA MUTCD 2014 ° ,J° ° ° B6 TYP�_�._.___ INSTALL R81B (END) SIGN PER CA MUTCD 2014 W r$5 INSTALL CLASS 1, TYPE F DEUNEATORS PER CA MUTCD 2014 CO WITH BELOW SURFACE ANCHOR AND 25' SPACING O.C. R - _ _ 86 INSTALL CLASS 1, TYPE F DELINEATORS PER CA MUTCD 2014 Q - LOT Q WITH RIGID BASE AND 25' SPACING O.C. 1 I$7 INSTALL 11114-2 SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. Yf.t INSTALL BLUE HYDRANT MARKER PER CITY STD. ' M� 6 ff3 tib STENCIL "STOP" PER CA MUTCD 2014 STD. DWG. NO. A24D 1 � 1 $ 19 5 2� 14� 81 1 1 9 9Q INSTALL R1-3 SIGN PER CA MUTCD 2014 AND DET. THIS SHT. 15 1 1 % g 8 28,8 5 91 INSTALL W3-1 SIGN PER CA MUTCD 2014 AND DET. THIS SHT. ' .5 14' 4' 13 5 1 SIGNING AND STRIPING WYNDIEIV RE Rt SIGN PER ON SITE IMPROVEMENTS ON SITE PLANS PER Q STENCIL "STOP" "AHEAD" PER CA MUTCD 2014 STD. DWG. NO. A24D WAY AMENDEDITRACT PER ON SITE SEE ON NO. 3 IMPROVEMENT PLAN INSTALL R3 -7R SIGN PER CA MUTCD 2014 AND DET. THIS SHT. INSTALL RED RPM PER CITY STD. (WHITE W/ REFLECTIVE REO, ZUMAR MODEL AVENUE 60 FACING SIDE STREET APPROACH 953 OR EQUAL WITH RED REFLECTIVE SURFACE O 9@6 INSTALL R3-2 SIGN PER CA MUTCD 2014 AND DET. THIS SHT. J RIGHT LANE CD � � BIKE STOP r o � LANE ENDS z 1 R7 -9A R1-1 Q W9-1 18"W x 12"H 48" x 48" 30" x 30" c� p t9 NOTE: p WORK CONTAINED WITHIN THESE PLANS SHALL NOT 0 � O d COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR 0 � 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 0. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY In F-- 0- LS.i APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL bZ (y BE RESPONSIBLE FOR DETEfRMiNiNG AN ACCEPTABLE SOLUTION ANDMARK BY DATE REVISIONS WASING THE PLANS FOR APPROVAL BY THE COUNTY. rm INr'-p Q R4-7 24"W x 30"H 0►% PASO ROBLES 22 ,6 0m1-1 18" x 18" YELLOW BACKGROUND WITH REFLECTORS I1st1L.I BOUNDARY O 23 24 0 :5W 01� 08 AY R6-1 54"W x 18W 1� r%rut s A Tc A.P.N. 7F4-2400-�C>6 i►1a 110« ROP A.P.N. 764-290-003 —w----- -=- == EXISTING RIGHT-OF-WAY TAPER RATIO = RECORDED 4-17-59 IN WIDTH x SPEED BOOK 2454, PG 65 OR 50:1 AS INSTRUMENT NUMBER 32692 EX. R/W TYP. TAPER RATIO = WIDTH x SPEED OR 50:1 @W4-2 30" x 30" ----- -- EX. EP _ _---_-_-_ EX. R/W EXISTING RIGHT-OF-WAY RECORDED 4-17-59 IN BOOK 2454, PG. 65 AS INSTRUMENT NUMBER 32692 RIGHT LANE MUST TURN RIGHT 94 R3 -7R WIN x 36W EX. R/W EX. EP . EX EP ^ ,EX. DOUBLE YELLOW EX. R/W 30" x 30" PREPA UNDER THE DIRECTION OF: 414454oardwaik MENDMENT N8.2, TRACT NO. 31732 • BELUSENt MORSE Sub® 214 19 THE CIT`! OF LA C)UINTA, STATE OF CALL ORNIA QROFESSlp DATE: ' ow- S� s & SS' Nq Palm Dase�l, CA 4:211 SHT."... ,, i C C. MORSE EXP. DATE 9 3O 17 S C H U L T E Vollm 744,474.5774 N m z R.C.E. 20596 ttingnet Off -WE IMM * Expo 9-30-17 *u' APPROVED BY: CITY OF LA QUINTA OF SHT: PLANNERS ENGINEERS SURVEYORS ANE. 6(} —STA. `' T{? STA' $fli-50.(i0 CIVILQ Z9 116 e E N C H M A R x: PD -109-70 ELEV. ELEV. 27: 941 A PORTION OF THE SW1 4, OF THE NWt 4, SEC. 35, T6S, R7E, SBM 9�F CALIF ` TI HY R N - ON, P.E. ATE SCALE: PER PLAN 109-70 CHISO D SQUARE ON CANAL E SWHEAST FOR; BLIC W1 S ECTOR/CITY ENGINEER YANG WALL. 20 MILES SOM ALONG .IACIMON ST. FROM M.111, 1TEY1 2.0 MILES } ' �' COUNTY 946,w! i R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE. ,JUNE, 2016 ,EST Alm AVENUE SQ, 45 FT. WEST OF OWN ST. AND 1V WIN OF A 59. I:\87502\3173 S\0FF ASA 6/16?16 FILE NO. tri. I a 1 Yf.t M� 6 ff3 tib 1 � 5 5 14� 81 1 1 9 .t 9 " g 8 28,8 5 12 .5 14' 4' 13 5 1 SIGNING AND STRIPING WYNDIEIV RE Rt SIGN PER ON SITE IMPROVEMENTS ON SITE PLANS PER WAY R3 -5R SIGN PER ON SITE SEE ON SITE SIGNING AND STRIPING IMPROVEMENT PLAN EXISTING RIGHT-OF-WAY TAPER RATIO = RECORDED 4-17-59 IN WIDTH x SPEED BOOK 2454, PG 65 OR 50:1 AS INSTRUMENT NUMBER 32692 EX. R/W TYP. TAPER RATIO = WIDTH x SPEED OR 50:1 @W4-2 30" x 30" ----- -- EX. EP _ _---_-_-_ EX. R/W EXISTING RIGHT-OF-WAY RECORDED 4-17-59 IN BOOK 2454, PG. 65 AS INSTRUMENT NUMBER 32692 RIGHT LANE MUST TURN RIGHT 94 R3 -7R WIN x 36W EX. R/W EX. EP . EX EP ^ ,EX. DOUBLE YELLOW EX. R/W 30" x 30" PREPA UNDER THE DIRECTION OF: 414454oardwaik MENDMENT N8.2, TRACT NO. 31732 • BELUSENt MORSE Sub® 214 19 THE CIT`! OF LA C)UINTA, STATE OF CALL ORNIA QROFESSlp DATE: ' ow- S� s & SS' Nq Palm Dase�l, CA 4:211 SHT."... ,, i C C. MORSE EXP. DATE 9 3O 17 S C H U L T E Vollm 744,474.5774 N m z R.C.E. 20596 ttingnet Off -WE IMM * Expo 9-30-17 *u' APPROVED BY: CITY OF LA QUINTA OF SHT: PLANNERS ENGINEERS SURVEYORS ANE. 6(} —STA. `' T{? STA' $fli-50.(i0 CIVILQ Z9 116 e E N C H M A R x: PD -109-70 ELEV. ELEV. 27: 941 A PORTION OF THE SW1 4, OF THE NWt 4, SEC. 35, T6S, R7E, SBM 9�F CALIF ` TI HY R N - ON, P.E. ATE SCALE: PER PLAN 109-70 CHISO D SQUARE ON CANAL E SWHEAST FOR; BLIC W1 S ECTOR/CITY ENGINEER YANG WALL. 20 MILES SOM ALONG .IACIMON ST. FROM M.111, 1TEY1 2.0 MILES } ' �' COUNTY 946,w! i R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE. ,JUNE, 2016 ,EST Alm AVENUE SQ, 45 FT. WEST OF OWN ST. AND 1V WIN OF A 59. I:\87502\3173 S\0FF ASA 6/16?16 FILE NO. tri. I a 0 L O W 75 V) a 0 BIKE LANE Q R7 -9A 18"W x 12"H LANE Q R1-1 48" x 48" EX. TAPER STRIPING Q W9-1 30" x 3(f @W4-2 3O x 30' R1-3 12"W x 6"H DO NOT PASS 81 R4-1 24"W x 30"H s/ W3-1 30' x30' STREET AMENDED TRACT NO. 31732 AMENDED TRACT NO. 31732 all REVISIONS I SPLIT ROCK DRIVE ORTEGA HILLS WAY SEE ON SITE SIGNING & STRIPING IMPROVEMENT PLAN VICTORIA HILLS WAY GRAPHIC SCALE 20 40 80 (IN FEET) 1 inch= 40 ft. lii[Y1] IMPROVEMENTS PER ON SITE EXIST. 48" STOP SIGN CTRFFT I IrHT ANn AVENUE 60 SEE SHT. NO. 7 J HEC T AND LATERAL LOCATION OF SIMS FOR TYPICAL INSTALLATION PER MUTCD 2003, CA SUP. - INCLUDES REGULATORY, WARNING & GUIDE SIGNS - DOES NOT INCLUDE COMBINATION SETS OF SIGNS ON ONE POLE NTS TRACT NO. 39681 EXIST. 48" STOP SIGN EXIST. "BIKE LANE, /-NO PARKING", SIGN PROTECT IN PLACE f1119 Np© o, 490 EXIST. "RIGHT LANE MUST TURN RIGHT", SIGN SIGNING AND STRIPING NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARDS AND SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE NOTED. 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER. PREPAR UNDER THE DIRECTION OF: QgOFEss/ pyR DATE: 0 4 i , STANLEY C. MORSI EXP. DATE 9/30.0 7 s' R.G.E. 20596 ' No. 20586 rn m m RCOVED BY; CITY OF LA QUINTAExp. 9 -3D -f7 *:o ctViL $ 417 l(i AF OF 1F I O HY 0 ON, P.E. BLIC W S ECTOR/CITY ENGINEER R.C.E. NO. 45843 EXP. DATE 12-31-16 Q INSTALL R81(CA) SIGN PER CA MUTCID 2014 O INSTALL TELESPAR SQUARE TUBULAR POST PER CITY STD. INSTALL R7 -9A SIGN PER CA MUTED 2014 AND DETAIL THIS SHT. V) INSTALL TYPE N(L/R) ARROW PER CA MUTCD 2014 STD. DWG. NO. A24A LAN 5B INSTALL 4" WHITE LANE UNE SOLID/TYPE 'G' RPM PER CA MUTED 2014 C7 z INSTALL 8" CHANNELIZING UNE PER CA MUTCD 2014 DET. 38 (W/RPM) 6{ {} INSTALL DOUBLE YELLOW MEDIAN ISLAND PER CA MUTCD 2014 of La DET. 28 (NO RPM) d INSTALL 4" WHITE DASHED LANE LINE PER CA MUTCD 2014 DET. 12 (WITH ALTERNATING TYPE 'G' RPM) 6Q INSTALL TYPE VI ARROW PER CA MUTCD 2014 STD. DWG. NO, A24A 63 INSTALL 6" WHITE SOLID BIKE LANE UNE PER CA MUTCD 2014 QI STD. DWG. A20D DEI. 39 64 INSTALL 6" WHITE SKIP BIKE LANE LINE PER CA MUTCD 2014 STD. DWG. A20D DET. 39A W NOTE: => In WORK CONTAINED WITHIN THESE PLANS SHALT_ NOT 0 < COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR m 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. l *J INSTALL W9-1 SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. ' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN {yj HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY uj APPROVAL. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL Q (yam BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND ki REVf51N0 THE PLANS FOR APPROVAL BY THE COUNTY. all REVISIONS I SPLIT ROCK DRIVE ORTEGA HILLS WAY SEE ON SITE SIGNING & STRIPING IMPROVEMENT PLAN VICTORIA HILLS WAY GRAPHIC SCALE 20 40 80 (IN FEET) 1 inch= 40 ft. lii[Y1] IMPROVEMENTS PER ON SITE EXIST. 48" STOP SIGN CTRFFT I IrHT ANn AVENUE 60 SEE SHT. NO. 7 J HEC T AND LATERAL LOCATION OF SIMS FOR TYPICAL INSTALLATION PER MUTCD 2003, CA SUP. - INCLUDES REGULATORY, WARNING & GUIDE SIGNS - DOES NOT INCLUDE COMBINATION SETS OF SIGNS ON ONE POLE NTS TRACT NO. 39681 EXIST. 48" STOP SIGN EXIST. "BIKE LANE, /-NO PARKING", SIGN PROTECT IN PLACE f1119 Np© o, 490 EXIST. "RIGHT LANE MUST TURN RIGHT", SIGN SIGNING AND STRIPING NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARDS AND SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE NOTED. 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER. PREPAR UNDER THE DIRECTION OF: QgOFEss/ pyR DATE: 0 4 i , STANLEY C. MORSI EXP. DATE 9/30.0 7 s' R.G.E. 20596 ' No. 20586 rn m m RCOVED BY; CITY OF LA QUINTAExp. 9 -3D -f7 *:o ctViL $ 417 l(i AF OF 1F I O HY 0 ON, P.E. BLIC W S ECTOR/CITY ENGINEER R.C.E. NO. 45843 EXP. DATE 12-31-16 Q INSTALL R81(CA) SIGN PER CA MUTCID 2014 INSTALL TELESPAR SQUARE TUBULAR POST PER CITY STD. INSTALL R7 -9A SIGN PER CA MUTED 2014 AND DETAIL THIS SHT. V INSTALL TYPE N(L/R) ARROW PER CA MUTCD 2014 STD. DWG. NO. A24A LAN 5B INSTALL 4" WHITE LANE UNE SOLID/TYPE 'G' RPM PER CA MUTED 2014 59 INSTALL 8" CHANNELIZING UNE PER CA MUTCD 2014 DET. 38 (W/RPM) 6{ {} INSTALL DOUBLE YELLOW MEDIAN ISLAND PER CA MUTCD 2014 DET. 28 (NO RPM) 61 INSTALL 4" WHITE DASHED LANE LINE PER CA MUTCD 2014 DET. 12 (WITH ALTERNATING TYPE 'G' RPM) 6Q INSTALL TYPE VI ARROW PER CA MUTCD 2014 STD. DWG. NO, A24A 63 INSTALL 6" WHITE SOLID BIKE LANE UNE PER CA MUTCD 2014 STD. DWG. A20D DEI. 39 64 INSTALL 6" WHITE SKIP BIKE LANE LINE PER CA MUTCD 2014 STD. DWG. A20D DET. 39A 66 STENCIL "BIKE" "LANE' PER CITY STD. I`lO INSTALL 12" LIMIT UNE PER CA MUTCD 2014 STD. PLAN A24E 71 REMOVE EXISTING SIGN AND POST (TYPE PER PLAN) ® INSTALL R1 1 SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. /@ INSTALL D3-1(CA) STREET NAME SIGN WITH 6" UPPER CASE AND 4.5" LOWER GSE WHITE LETTERS ON A GREEN BACKGROUND PER CA MUTCD l *J INSTALL W9-1 SIGN PER CA MUTCD 2014 AND DETAIL THIS SHT. 81 INSTALL R4-1 SIGN PER CA MUTCD 2014 INSTALL R81B (END) PER CA MUTCH 2014 803 INSTALL R26(CA) SIGN PER CA MUTCD 2014 ® INSTALL W4-2 SIGN PER CA MUTCD 2014 INSTALL BLUE HYDRANT MARKER PER CITY STD. 89 STENCIL "STOP" PER CA MUTCD 2014 STD. DWG. NO. A24D T}0 INSTALL R1-3 SIGN PER CA MUTCD 2014 91 INSTALL W3-1 SIGN PER CA MUTCD 2014 STENCIL "STOP' "AHEAD" PER CA MUTCD 2014 STD. DWG. NO. A24D SIGNING AM STRI3M NOTES CONTINUED 5. TRAFFIC STRIPES AND MARKING SHALL BE APPLIED IN TWO COATS WITH REFLECTQRIZED 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 APPROVED 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 50 FOOT CENTERS I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLCKOUT/REMQVEAL 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 PERFORMER TO THE SATISFACTION OF THE CITY ENGINEER. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS, THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SEEPING OR HIGH-POWER VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASP14ALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM; PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLE 'ROADSIDE SIGN; AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISIONS 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHAD. CONTACT UNDERGROUND SERVICE ALERT, (U.S.A.) AT 1-800-422-4133) AND OBTAIN AN INQUIRY IDENTIFICATION 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 SHAD. 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. RIVERSIDE COUNTY MS 4112, IP 06C 1465 Bowdwalk AMENDMENT NO. 2, TRACT NO. 31M - BEL MORSE Smile 21 B IN THE CITY OF LA OUINTA, STATE OFCAL tF Palm Dosed, CA 42211 OFF -SM � �& ST" S C H U L T Z Voice: 76W46"6 , ,bm(Imm Iftm,t tom' -am BIC" & 87fm PLANNERS ENGINEERS SURVEYORS MONROE ST. " STA. 48+72.136 TO STA. e E N C H M A R K: PD --109-70 ELEV. E. 27. 941 A PORTION OF THE SWI/4, OF THE NW1 4, SEC. 35 T6S, SCALE: PER PLAN 109-70 CNISM SQUARE ON CAVY LIBELEE SOUTNFAST FOR: M PAUMAs LLC COUNTY DATE: JUNE, 2016 YANG WALL, 2.0 MMES SOUTH ALONG JAGKSDN ST. FROM HWY. I11, THEN 2.0 MILES WEST ALONG AVENUE 50. 45 FT. WEST OF MADISON ST. AND IB' SS3LITH OF AVENtR 5O. I:\87502\31732 PIANS\OFFSFTE\ - 6/16/i6' FILE NO. A i ..._..IX_._.�':.�JIS."(�"__f.�'".i._No __.�.G.._•.._.. _P_.`___A._ ._.:�.///-.,.."I�Ii�j.IFj4liii{iit�E'j?iI ',f`(iifi ...._. -' �r �Q�.�._d"-.✓__'��3. � af.t_�+© /___r._4cc_P_� ' _ ._d -4t.')_.,..__Mc�_.f.�t-"V..5..t _. ..4 __�-_.-.s._.r..et+f.,_.&,r�z,�yti ,I. — -,r�Qa$"OT�+_.'.� _� ' •it e �).i...81 Jyz� xt �r.vCr_z.r:t..<�i 5�_w�Jf.Wf�-l.%. ;_�,tt;te .:_w<,. t.=i* t"airs'.4s 4 }.�.j`h•i4IIaIi�{IE'141'1 �4i fI,4i _ _ ......,_..., -- 'i{Iii4j{i{ '•iiii iaIi!i�i iIi}iEisiiIa3aiI � _.��[jli4�jEI!ii'aiIt`Ii�i _ Is3I _�J Ji._cy�1.' �iII.IiI `..Z_�3•t,iS1!€s��S!Eif{ijs� J—P- _='— —�Ai(Yi�.,�}i—}.E.•�_k1—_1.�,_I..€_l�__�._�".. "�.I-�'��.�-- ' - .,b. i .r`, 1 S:rz,9tZ'rlhaeza• "wsh!�"�t r�i-<f�•�—�:�s1yz.T: $.- ,;•r.r..r :, . `J•� 4 ' e a g< er,"s k'�a.x.•.'.nt�,TWs�1S.'_ .9l' i raey t9 isr•{+�;r. Z"� �s ✓7�Ut�tt+�yit{�"`,}�rS�".YM1�- �Li _,g�.��"._�'m���V,N��a."`i-_'•.' _' T VT AC OR EXl PAM UM) a AC GQ(0.1' MIN. !DEEP) AND �OELAY .. , PROP IML!ff(4esII1I�j.�tIl�� fIis6{i)4' _ .".C_.C"_U,U..._sA g+ CONCNRNIMPR ES PERL ATAMDED TRACT €IXSTNIMPROVEMNA 010% 50+00o00 lir cu e AND GUTTA Sip a +tCETE CURB & GTEt+ IV `PROP. 4.5AC EX. PA ENT OVER S" CAB! CCONWL"i / .00 CURB .. .. _.d 45CPROP.L OVER yCAI 0+66.55 BC MEDIAN CONCURRENTIIMPROVEMEPER 7 AMENDEDTtACT NO. 31 ©+S c`r�p 2-4 N C4 CV EX.PAVEMENT "( �i _�.} }1.� te T PCC CON,pG II G .� .__._ CURB L CM& GUTTERPROP 45 L PROP. 4.5 JEX. PAVEMENT 'OVER Ir CAB'L48+72.06 TR. BORY.-424-1 4910, 51+$0.00 ENDMEDIAN'7 ls� g ` + Gjpj + V EXE PAVEMENT EPpVYE£Np 176 oi .2 fi___.m. 'ii;�i!IIi{i{iE!If7 !a!SiIiIIt i(iI1fI - t4t(t(t{!I {i {jIk1tI — � ._...__.��......._.._ ._— _lT -! a+ IV AI PCONCRETE IV t CNPec COM CURB GU PRO 4.5' AC �� OUTER ea _.",-___., _ —PROP . OVER ia49+ 0.00 51+46.78 EC MEDIAN " (i i ! 'Q g to r " ., __ ..._...... .....- {} V } h'N_p EX. $ Z8& t ti{ O�i0ii " PCCNRETE EX. 1PAVEMENT I _ CURB _ "TCROP. 4.5AC �V� �I ��pLIV 49+$0.00 ------1--,4,20- 52+00.00 52+ 0.0PROP. 4. PROFILE50 40 30 20 10 0 10 20 30 40 50 60 1 0 50 40 30 20 10 0 10 20 0 0 50 PROFILE {�1€t1i1�iSi!i�4kfi3j']]ldtFl? I3I}ifs ^ {I1Baii3$I� — S,-� ...._CA_. �'4♦�� _fL �.M HORIZ. HORIZ. 1"=10_' VERT, 1"=10VERT. 1"=1' RIVERSIDE COUNTY MS 4112, IP 060118 NOTE: PREPARED UNDER THE DIRECTION OF: 48�Wak�ENflMENT NO. 2, TRACT N0.31732 - $E.�SENO WORK CONTAINED WITHIN THESE PLANS SHALL NOT ESS/0, DATE: MORSE suR.21iN HE CITYOF U WRTASATE OF CLORACOMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR � C.Pdn D.wk, CA 92211flit HT 9 A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDEW sn SF " & WN" S STANLEY C. MORSE EXP. DATE 97367-17 scnuLrz vey 160474 -6776 FOR WORK WITHIN COUNTY R/W, OR THE CITY en R.C.E. 20596OF LA QUINTA FOR WORK WITHIN CITY R/W. No. 20598 APPROVED E: CITY OF LA QUINTAExp.9-3O—(0oD A PORON OF Tom' a 1 F THE NW35a REa SBtOFIi- iA.�. .' ..-_.S.__.H a3ilIji{�{fl{i[I"IlitiEfI;ii°i}3:4i ttl1jsI !j1Iq;s l{ItI T HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CjV1L R E N C N M A R K: PD -109-70 ELEV. EE. 27. 941THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR PLANNERS EN a NEER S SURVEYORS N� SMT MOSS ��M ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN moNAPPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL OF ti _TOOTHY R. OPSCALE: PER PLAN 10-I0 CNISELED SQUIB ON CANAL BRIDGE SOUHSFOR: VTL PAUZJP$L((COUNTYBE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION DATE AP ROVED1 DATE -PUBLIC ° WORIkS ECTOR/CITY ENGINEER WING RALL 2.0 UIUM SOUM AM AKSON Sr. FROM 10011, THEN 2.0 NES RWM THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS DATE: JUNE, 2018 EN (NEER COUNTY R.C.E. N0. 45843 EXP. DATE 12-3i-16 1rEs1 AL= AVENUE 5G, 45 Fr. FEST OF MA01S0N Sr, AND 18' SourM OF Aeu sQ. 1:\$7502\31732WLANS\ti►T'SIiE\SIP- 6f1$f18 FILE NO. 1 _ _.._....._. - _ -.___ �_. _ __ ___ rnW-`W�.Rir !Xi MR [ i ..e�.._• 11 AND REMOVE EXISTING PAV"EN'T ' I T_^ j S (2t 1!U �H MIN) U114i1Mf [ f AC D (0.1' MiN IDE'EP) AND A� OVERLAY PT2tiP00ED tMPROVEMiNTs T ---- — EXISTMd,G IMPROVEMENTS NOTE 8' CURB AND GUTfEt r N p to G t � i N tLS 1 r EX I PAVEMENT i ,^-',� + N i _ !r ( .57'x% ` _ .�. q sf`.v4ft. 4k Ytri \ E IV ir PCC CONCRETE ( _ PROP. 4,5' AC CURB & G RR j OVER 8" i CAB ; : I ; I 2+ 0.00 8 to { p' NOv N U, } , J EX. PA EMENik ' � i E Jip 5, 1 j { t I -- Y IV L J I P. 4.5' AC _ ° • ; e PCC CONO, l I S" CAB i CURB & WITTER� j 52+35.66 j®C MEDIAN 5 0 Ot 1 i ' Atil ft —(} i•5276)W + of a ! 0 x St I \ i i x t • I Y I\ P PROP. 4.5err AC /� 1 OVER e C%8 d d Y rd t 4 1153+6.66 M NROE ST.= I _ 10+00.0ORT GA H I ILLS WAY cc g e> o E PAVEMENTC4� - �. y .........._+ 0 — I t t i t i \ i h i £ IV 00 d' r — t q 3 u I 1 LJ, I r d j FTROP. 40 AC 4 b Ir PCC CON C VER IS' CAB ; CURB & GU, j BC MEDIAN 50 40 30 20 10 0 10 20 30 40 50 60 !HRIZ .CL ST. RT. 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. 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 RESPO+ISISLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. kgs Ia 00 521 EX. 55+72.66 56+ .00 �z a' a. ♦ .a. Ga d.. 3 + 17i d - •a 01 AC ; a Pri ` r saxc Kn.1nal'fl'{',S£)vz.-e, ° >- %4 ' EX. (PAVEMENT I+ - - + 1 •. — td 1v 3 4 75Y . 1 N.. J s.. i t t 1 �_.�� 1 � I y • E •# IV 1 1 3 I I j j PROP. 4.5' AC LJ� €.__ �.____..___.__._ _OXER... -CAB.....__,. •• I 3 56+62.781 EC MEDIAN 1 e+• �.EX. PAVEMENT its _ p. —(1,877GiAL j — — 1 s i IV r { ; 60 530 40 30 20 10 j PROP. OVER 1 4---4 .00 0 CL ST. •Y d d�d . AC 10 20 41965 boardwalk MORSE Subs 219 Pabn C.sab CA 9221 T S C H U L T Z Voiw: 760674.5716 e W0@Mdm=su&gA* ENGINEERS SURVEYORS 9 E N C H M A R K: PO -109-70 ELEV. M. 27. 941 189-70 CHISELED SWW ON C*k BRIDGE SOUTHEAST MNG VALL 20 MOB SOUM ALONG ,tACKSON ST. FITO NWY.111, THEN 2.0 NO WEST AiI AMUE 50, 45 FT. MST OF IMDM ST. AND IV SOUTH OF SUE 50. 0 fr POC CURS & W 30 40 50 TALE HORIz. 1°'=10' VERT. 1"=1' RIVERSIDE COUNTY MS 4112, IP 064118 AMENDMENT NO. 2, TRACT NO, 31732 - BELLASENO IN THE C11Y OF 9 WPM, STATE OF CALIFORNIA 10 MMM 8TFW M SEOi10 OF4�' SHTS A PORTION OF THE SWI/4j,OF THE II SEC. 35, T651R7E W FOR: VTL PA U ADj&4 i.l.0 COUNTY k1875M31732AiPlANS\0fFSitiSiR- 6/16116 FILE NO. PIREPA UNDER THE DIRECTION OF: Q�pFESS7p �� DATE: 1 �C. �� ST LEY C M E m. EXP. DATE 9 30 17 3 � No. 20596 �' m R.C.E. 20596 Exp. 9-30-17 D BY: CITY OF LA QUINTA crv1L 6 Z9 I b PLANNERS PFS SCALE: PER PIAN CA61I HY WON N, P.E. TE UBLIC W S ECtOR/CITY ENGINEER R.C.E. NO. 45843 EXP. DATE 12-31-16 DATE: JUNE, 2016 j PROP. OVER 1 4---4 .00 0 CL ST. •Y d d�d . AC 10 20 41965 boardwalk MORSE Subs 219 Pabn C.sab CA 9221 T S C H U L T Z Voiw: 760674.5716 e W0@Mdm=su&gA* ENGINEERS SURVEYORS 9 E N C H M A R K: PO -109-70 ELEV. M. 27. 941 189-70 CHISELED SWW ON C*k BRIDGE SOUTHEAST MNG VALL 20 MOB SOUM ALONG ,tACKSON ST. FITO NWY.111, THEN 2.0 NO WEST AiI AMUE 50, 45 FT. MST OF IMDM ST. AND IV SOUTH OF SUE 50. 0 fr POC CURS & W 30 40 50 TALE HORIz. 1°'=10' VERT. 1"=1' RIVERSIDE COUNTY MS 4112, IP 064118 AMENDMENT NO. 2, TRACT NO, 31732 - BELLASENO IN THE C11Y OF 9 WPM, STATE OF CALIFORNIA 10 MMM 8TFW M SEOi10 OF4�' SHTS A PORTION OF THE SWI/4j,OF THE II SEC. 35, T651R7E W FOR: VTL PA U ADj&4 i.l.0 COUNTY k1875M31732AiPlANS\0fFSitiSiR- 6/16116 FILE NO. , E t i ��f�� PROPOSEEI AC OVER CAE! . ,4.....•' C 1 1 i i SAWCUiD REMOVE F.i ui�"i1NG i PAVES E1140, IMiN11) E j E AC GRIND 1(O 1# MIN. AND AG OL4Y ------- PROPOSED IMPROVEM S E ; 1 --- --- I EXISTIM I"ENiS /E NOTE. I 8"CURB11D GUTTER I 1 t c ! N .. d c O ! j GJ y N t 1 I i i 1 i t I i : M } i i 1 al "T' �{ k \ r 3 �1 /y� /�/� a a ° O PCC CON ' R� I 1 ' PROP. 4.5 NC .;. e. ' L J i OYER 8" CAB! I j ( i 57+50,00 1 __ Z ©N N N I �yt0�O s { v t{ 3 t f --- i � EX PAVEMENT - - E * _. _. _ _ _ }_—_- 1. ` � � € ` ' 1. O 63!1_ '`'2• <ess/ y � t `� T 1rz's'i�`' `�, � rn' _ ! . ! � f .. E ' I 11 _ _ ° 8' PCC CONCRETE ; I V I _ _ _ _ — _ ° CURB do GUTI E i :PROP. OVER 8` CAB i 3 t a f i O h I v 58+00,00 i i i Q� o� ,Q�, V "' 8 F_ i I 6p N f0 ©fir$ 00 JCL; h i 3 : N ! (j N r.._._..._..._.�...,,f ..__i i N O. { .',�......_.. 3 O s i -� «. PAVEMENT J > L t f.Am._....____.�._....q.__._�._. i.. ❑ i ni', ��'" h st j �3 5� S a f � j U kjoJ�!' 8" PCC CON# it i CURB deGU70 8 rill. L J ' OYER f N � 58+,55,72 Xo U M v of— i �[� NM J� W ,v E r424—� _ 1 62 { 't 'moi � '�` v k�, n e ` � S c 'bier C.� 2 t5a}•rypt !�� h i f f h cE n- hI t c i r t.' nei4 S L.0 iL S. { t (�����,�� AW-1 All PCC N�'ETE ��'�{` j1 CURB do GW1;__G/G I i IV�_,. — PROP 4.5 AC � c OYER 8" CAB I 1 ' E& PA S._.._... d._ .._..._.�.,,._. ___... .. ,._.-�......._,... ...... _.-..., _.._r_. _......._ _ i _..._.., _..,_�_-......__ �..-.,_..-._ ,_,........-. _ -tip, ._,,,..,..,>,..-...._.__. ,_.,._...,... ___,_..._...._ .. � .. 59+ 00 i i PROMS SCALES 60 SO 40 30 20 10 0 10 20 30____w.� 4450 .______ 60__ HORIZ. 1"=101 VERT. 1"=1' CL ST. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT Al A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY RjW, OR THE CITY OF LA QUINTA FOR WORK WITHIN CITY RjW. 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 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. V s"quH`vt s �i i I `n` 5• bt $"� Ziy}, i Z, 2.., L(,� a s°7'`"41;},1.'✓&,4.q„F.�' R�Yy S'vt. *s1111111711,77 krY'%••i yr 04 �, na;`"�`yZSf}'�,`S3�y},: 'v�Fr`c �U ct TT ._ i 4 r _ _ I1 _ IV PROP. 140 AC— OVER C_OVER S' CAB j «.AE'!7 t— i 3 ii J c k291 Ji (}1J IV I} 1 1 1 'EX. PAVEMEN LJ ( `n i 1 I E it 1 II L J I «. PAVE m f.D �gih,.i�s�M1�frfe`'`Y <h kf}St rt�•, sr.ii �� i ' F Ft 2 ° a-rp••!�w,. `�. t �r � v�r`'t�`rsz. alt, Sb t t� PROP. 141 AC ` OVER i1" CAB € M _ AIi ACI*_.,._ 60+5`0.00' CAB ell t '~ «. PAYEkIENT i 61 +00.00 e P li AC u F N O [i •Nify O •wt O�3 � £ 3 © c EC PCC CURB & �'? ��t'x,At y,x.<i v >7 i w rG 5 p n. G' � % '� r`l,,T u,.F..,. . i 3'' a •�; �t s 1 .._._ _) �. ter pm CURE3 IV {>—--� �� P 4.5 AC OVER Ir CAB , LJ ! o' 61+ 0.00 ' I ! ---------- 60 _.__ _,__,60 50 40 30 20 10 0 10 20 30 40 50 _ SCALES CL Sl'. HORiZ. 1"=10' AMENDMENT NO. 21 TRACT NO. 31732 . BELLAM IN THE CITY OF L.A QUINTA, STATE OF CALIFORNIA Off -WE atfw S & .S 'I1 SHT..r.. .. MONRM T M M, TMOFIELSHT A PORTION OF THE SWt 4, OF THE Nt+ t j4, 5£C. 35, T65 RA, SBM FOR: VTL PALI j= COUNTY dAPplill 1:\87502\31732MDLP \OFFS E\SiP- 6%16116 FILE NO. SOF ESStp 9 �4© tiFY C. ! y �+ No. 20596 m Exp. 9-30-.1 m l v * * crvlL �� qTF tF PREPAR UNDER THE DIRECTION OF: 41865 B.ardwatk DATE: MORSE $who 218 fill DiCA 92211 STANLEY C. MORSE DATE 9730/17 s C H U L T Z Vol 766674.5776 R.C.E. 20595 Dmdscoeg, OVED BY: CITY OF LA OUINTA PLANNERS ENGINEERS SURVEYORS 6 Z9 !�+ E. BENCH N C H MARK: Pti ftt9-7D ELEt. Etif 27.941 TIM HY R. J N N, P.E. ATE SCALE: PER PLAN i00_70 CHISELED SQUARE ON CANAL BRIDM SOUTHEAST LIC WO 'CTOR CITY ENGINEER /DATE: JUNE, 2016 MNG YAfA, Z.0 MUS SOUTH Ali JACKSON ST. FROMkFt.tii. THEN 2.0 IBES R.C.E. NO. 45843 EXP. DATE 12-31-16 WEST ALOAG AVENUE 50, 45 FT. WEST OF MOM ST. APES 18' SOUTH RE ANINUE 50. DATE REVISIONS APPROVED DATE t COUNTY AMENDMENT NO. 21 TRACT NO. 31732 . BELLAM IN THE CITY OF L.A QUINTA, STATE OF CALIFORNIA Off -WE atfw S & .S 'I1 SHT..r.. .. MONRM T M M, TMOFIELSHT A PORTION OF THE SWt 4, OF THE Nt+ t j4, 5£C. 35, T65 RA, SBM FOR: VTL PALI j= COUNTY dAPplill 1:\87502\31732MDLP \OFFS E\SiP- 6%16116 FILE NO. { low PROPOSED1 AC UM CAE SAVIUT ID REMOVE OISTING PAVEMENT (2' MINIMUM)—d-- ( AC GRIND (0.1' MIN. ) !AND AC OI AY ._._ Pi IMPR©VEMEtts h { s ( E I EXISTING IMPRDVEMENTS ; j x------- I f DOTE: } }� 'o 8" CURB jND GUTTER Ncq d' i 1_2 { E � A �E't_'XaZ�. ••.��•Pgq_.A�.4n. V{{ \_ _'E� !) —'_ M� � _ ��_�-�i} S'j?,�1i1!jsiI�.�tSa!tft;i'1 Md�di iZ'v.KMfe- , Fw• ¢�_�'i}[[��a2� tLLI��CIr-_,.P_.._C._. C CONCRETE U- ,-,C3ii�ai.r;iii'1_7!i,iii�iijtF -R--E CURB & R J{ -4F i 40 •^ EX.PAVEMEt7 V ' R. - . _1. F IV gPCC C RETE CURB dGUTTERi i EX. PAVEMENT L ROP. 4.5' AC cw 8CAB ____..... 62+§0.00 W{ 42 d Ir -423-1 in91 e_g- POP. 4.�AC ENT OVER Ir CAB 163+09.5CENTERLINE IN ERSECTI N NE63+ 9,59 STREET &AVENUE 60 , EX.PAVMENT 63+67,26 PROFILE SCALES 60 50 40 30 20 10 0 10 20 30 40 50 60 HORIZ. 1"=10' VERT. 1"=1' CL ST. NOTE: �f(i1�4ititI?€s�jIfI�qiiijisst�t PR�y;,[93�I1si}a�Iiiii�I4��f EP�A.._._...D ....-_UN_ D{i�i:EfIii!jf�I�4V€;'t; �ER_._...___.T.__H_._E_DI_Re.._Ej�ftt,}sI,ijI�Ii}�ieiII�Vas+ffC .T_._I.O_. N OF: CD WORK CONTAINED WITHIN THESE PLANS SHALL NOT OEESSI4DATE: COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR __ i!3sist`fii;1%,I€1�It'3f _�..__.._..__._ A GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY FOR WORK WITHIN COUNTY RjW, OR THE CITY �Q, STANLEY C. MORSE EXP. DATE X30 17- OF LA QUINTA FOR WORK WITHIN CITY R/W. — rn z v J R.C.E. 20596 THE PAWTE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR c9 No. 20596 #rt t �++ AFs OVf D BY: CIiY OF LA QUINTA * Exp. 9-30-17 *a� ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN q: HEREON. PROVAL IN THE CONSTRUCCTON, THE PIES RVATE ENNGNEECOUNTY ALL rF rCIVIL CA 4 ` TI HY R. - ON, P.E DA RESPONSIBLE FOR Dt"I'ERMINING AN ACCEPTABLE SOLVRDN AND MARK BY DATE APPROVED DATE CAO BLIC WORKS ECTOR/CITY ENGINEER RNSING THE PLANS FOR APPROVAL BY THE COUNTY. fNt iNF'FR REVISIONS miIUTY I R.C.E. NO. 45 43 EXP. DATE 12-31-16 SCALE: PER PLAN DATE: JUNE, 2016 50, kill Z' 'R COUNTY FILE NO. HORIZ. 1"=10' VERT. 1"=1' 12 418" Boardwalk .. MORSE Sa&e216 Patin Desats, GA 42211 $ C H U L T E valva 760874.57776 PLANNERS ENGINEERS SURVEYORS SCALE: PER PLAN DATE: JUNE, 2016 50, kill Z' 'R COUNTY FILE NO. HORIZ. 1"=10' VERT. 1"=1' 12