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OFST2015-0005\ti FRED WARING DR. MILES AVE. HWY 111 HBO FIR AVE. 50 AVE. 54 La WNTA ND � COA HELLA w w lu) AIRPORT BLVD. AVE.58 w � p PROJECT H w �� O SITE 28 o AVE. 60 �j I AVE. 62 VICINITY MAP NTS SECTION 27, T.6.S., R.7.E., S.B.B.& M. OWNER/DEVELOPER: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA STREET IMPROVEMENT PLAN FOR AVENUE 60 PHASE 2 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. �a111111111111�I11111� m1111111111111111111 �11111111■i�lll�l ■ MADISON STREET T w,n::uw 101 ol -__ __._ __ 0 0 - ---_- 1. ... . .......... ...... . ....... u. 1 1 n 1 _ __ _ __ __ __ _ ---�- --_--- ---ii _-_ - - r- y - -a - - -- --- _-- - _ -- _ -- -- - --- -----_---------------------_----_ Ei AVENUE 60 AVENUE 60 iSHEET�� �©o�� � 1SHEET 2 � 3 SHEET 4 1 1 1 1 1 SUNRISE LQ, LLC 300 EAGLE DANCE CIRCLE PALM DESERT, CA 92211 APPLICANT: T.D. DESERT DEVELOPMENT 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760) 777-1776 ENGINEER: WATSON ENGINEERING 50-200 MONROE STREET INDIO, CA 92201 PH:(760) 275-1553 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE SW 1/4 OF SECTION 27. BEING N 89047'47"E. BENCHMARK: BM # P.D. 109-70 ELEV. 527.941 (NAVD 29) 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY. 111. THEN 2.0 MILES WEST ALONG AVENUE 50,45 FT. WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. NOTE: ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A SEPERATE ENCROACHMENT PERMIT ESTIMATE OF QUANTITIES: THE ESTIMATE OF QUANTITIES SHOWN ON THESE PLANS IS FOR OBTAINING A PERMIT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES. UTILITY PURVEYORS: WATER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651 SEWER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651 ELECTRIC: IMPERIAL IRRIGATION DISTRICT - 800-303-7756 TELEPHONE: FRONTIER - 855-284-2105 GAS: THE GAS COMPANY - 800-427-2200 CABLE: SPECTRUM - 855-243-8892 NOTE: CONCRETE IN CONTACT WITH SOIL SHALL BE TYPE V AND CONFORM TO THE CITY OF LA QUINTA STANDARDS AND THE EARTH SYSTEMS SOUTHWEST SOILS REPORT. UNDERGROUND SERVICE ALERT CALL TOLL FREE ORE yo G 811 � O U � 2 WORKING DAYS BEFORE YOU DIG INDEX MAP_ CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CONST. NOTE ITEM DESCRIPTION QUANTITY UNIT O CONSTRUCT 0.42' A.C. OVER 0.5' A.B. CLASS II 50,686 S.F. OZ CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY OF LA QUINTA STD. PLAN NO. 202 2,982 L.F. �3 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. SEE DETAIL "A" THIS SHEET. 4,834 S.F. ® GRIND A.C. PAVEMENT 0.12 MIN. (4' WIDE TYPICAL). SEE DETAIL "A" THIS SHEET. 12,097 S.F. O PROTECT IN PLACE - - ® ADJUST TO GRADE VALVE COVERS 2 EA. LEGEND: TC TOP OF CURB FL FLOW LINE C/L CENTERLINE R/W RIGHT-OF-WAY TP TOP OF PAVEMENT STA STATION BVC BEGINNING OF VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE EVC END OF VERTICAL CURVE BC BEGIN CURVE EC END CURVE GB GRADE BREAK A.C. ASPHALT CONCRETE A.B. AGGREGATE BASE BCR BEGIN CURB RETURN ECR END CURB RETURN MAX MAXIMUM NTS NOT TO SCALE EP EDGE OF PAVEMENT SOILS ENGINEER'S STATEMENT I STATE THAT I HAVE REVIEWED THESE PLANS AND FIND THAT THEY SUBSTANTIALLY CONFORM TO THE RECOMMENDATIONS SET FORTH IN SOILS REPORT NO. 09305-07 06-08-766, DATED 8-10-2006. EARTH SYSTEMS PACIFIC 79-811 B COUNTRY CLUB DRIVE, BERMUDA DUNES, CA 92203 (760)345-1588 HP HIGH POINT LP LOW POINT EX EXISTING PROP PROPOSED EG EXISTING GROUND C&G CURB AND GUTTER MH MANHOLE WV WATER VALVE Q INDICATES PROPOSED ASPHALT PAVEMENT INDICATES ASPHALT PAVEMENT REMOVAL INDICATES ASPHALT PAVEMENT GRINDING �,:1001 INDICATES EXISTING ASPHALT PAVEMENT 150 *EXISTING PERIMETER WALL GRAPHIC SCALE 0 75 150 300 1 INCH = 150 FT. PROP. NORTH R/W 100, 600 12' 38' 38' VARIES 30' ' LANDSCAPE EX R/W IMPROVEMENTS LOT 19, 19, C/L EXISTING GROUNDA 2 5'' S' EXIST. 6" 2 � //E 6' 1 EXIST. BARRIER CURB --�_ - ° Tp S 10 EP 20'LT EXIST. % I / C&G ° 2 /° FUTURE MEANDERING SIDEWALK PROP CURB BASE 3 PROP A.C. PAVEMENT COURSE 4 SEE DETAIL "A" COMPACTED SUBGRADE * NOTE: LOCATION AND DESCRIPTION SHOWN HERE ARE FOR REFERENCE ONLY - SEE PERIMETER WALL IMPROVEMENT PLANS FOR DETAILS. AVENUE 60 TYPICAL SECTION NOT TO SCALE R.C.T.D. STD. NO. 101 T.I. = 8.0 "R" VALUE = 45 (TO BE FIELD VERIFIED) 12' EXIST. SOUTH R/W EXIST. TRAIL EASEMENT 6' I 10' _EXIST. SIDEWALK EDGE OF EXIST. 3 SAW -CUT PAVEMENT LINE 1' 4' GRIND 0.12' OF EXIST, PAVEMENT PROP AC PAVEMENT 1 4 AND CONSTRUCT FEATHER OVERLAY r EXIST. AC PAVEMENT DETAIL "A" NOT TO SCALE GENERAL NOTES: 1. ALL WORK SHALL BE DONL IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND TiIE 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 LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. , 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 A REGISTERED CIVIL ENGINEER WITH AN R .C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00 AM TO 5:30 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00 AM TO 7:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION 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. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. PAVING NOTES: ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO THE LATEST EDITION OF SECTION 400 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) GREEN BOOK NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): 1118-63-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 ON A PRE -APPROVED CITY EQUIVALENT WEARING/BASE SECTION. CLASS 2 BASE OR CRUSHED AGGREGATE BASE IS TO BE UTILIZED FOR ALL PAVEMENT 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 IS 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 COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL 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. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1 H" CONFORMING TO SECTION 203-3 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 IF 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 BE REQUIRED TO BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENGINEER. STORM DRAIN NOTES: 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLICABLE ASTM AND CALTRANS HIGHWAY DESIGN MANUAL STANDARDS AND SHALL BE UTILIZED WITHIN THE CITY ROW. RCP SHALL BE SEALED WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUMFERENCE AND AT THE TOP 1 /2" EXTERIOR CIRCUMFERENCE. 2. STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE ALHAMBRA FOUNDRY A-1497 OR EQUIVALENT PER ASTM A-48, CLASS 35B IRON, DIPPED TWICE IN ASPHALT OR COAL TAR OIL (AC INSTALLATIONS), GALVANIZED LIDS & RINGS (CONCRETE INSTALLATIONS), HAVE 30" MINIMUM CLEAR OPENING, AND BE STAMPED "SD" ON COVER. 3. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REQUESTED BY THE CITY'S INSPECTOR OR AS DETERMINED BY THE SOILS ENGINEER. 4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY ACCEPTANCE. 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORIE STARTING WORK. PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES ORREVISIONS STRUCTURES CONCERNED BEFORE STARTING WORK. SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER RpFESS/n, Q ''V-9 �Q lv to O p Z Z try m W No. 26662 EXP. 3-31-20 * Q' ��' CIVIV- � '9� OF CALF r'� O (�f� (III (�1J) (� U�U u�f IJRf u1� I(1] CIVIL ENGINEERING • LAND PLANNING 48-725 VERBENA ROAD PALM DESERT 92260 �7�) 275-� BENCHMARK: BM # P.D. 109-70 ELEV. 27.941 NAVD 29 109-70 CHISELED SQUARE ON CANAL BRIDGE S.E. 2.0 MILES WING WALL. 2.0 MILES S. ALONG J WALL. ST. FROM HWY. 111. THEN 2.0 MILES W. ALONG AVE. 50, 45 FT. WEST OF MADISON ST. AND 18' S. OF AVE. % IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA STREET IMPROVEMENT PLAN FOR AVENUE 60 PHASE 2 TITLE SHEET IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. SHEET NO: 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 THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. B AN CKINNEY, P.E. RCE NO. 4'r CITY ENGINEER `Z L� l $ EXP. DATE 9/30/20 DATE: OF 4 SHTS. MARK, BY DATE APPR DATE PREPARED BY: LLOYD W. WA SON R.C.E. NO. 26662 v DATE: l SCALE: SCALE AS SHOWN ENGINEER-e FOR: W.O. FILE NO: 0 rsr2m 0 (s - 000 s ..aH,ravxp,suwn»a«w roecarw:eo.,mwwa..vws.r.'na,rczmmwx«.:r'•w+m,.+,.+v'+,w,w+a9:,amnm�H,xuMNamca+'/n.s.^:N:aeNmrvp:,M.waays gx�w.,,. _-a':rtav+ww„mmaa�vw.+arvnaw�amwxa.xwrr+,'. ivrHvnmwrx[±,as.'r„n:k�gRuenw<n,w +� Y..-,arex,vmeux >a � .v n Nn.e,Nrry,H,.x ren,nli,.,,,,ni+,NNlxiNr ,N„ngnNnNiNH,HHNNH,iN,n.,N,H NN,rNN,N,ItNi N,ixi r H 1„ I If, f lillf IHHNN,NrIIIhIHNNN,NNINt NtHNN»IHNN,nrwwn',wpsittma+ U 4 _ I--H U QZ _ .o- .___. 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Ma a EX TOP OF PAVEMENT @ C/L CROWN ~ »,,,:,,,H»,.»,»:,,»», ,»„Hxx..-�T....W.. .,.,,.,.. x....,.,.,»,,,.»........,N.x,.,,,,,,x,,.1 „, ,»,»„»........--- ........... ...... ............ ......................... ............... � -�9 i J............ wxPROFILE SCALE S S ............................. ,.,,, ,,,.».»x»,.,..,x,,,, ,,,, ,,,,,,,,,,,, � , - VERT 1 "=4' HORIZ 1 "=40' .,Frt ...r;,..- - ,u,»,.nw xrxx wxn,nw,x„xwHniminxli,lwn,lxannNlnux., uu Ymmnn rrluHl lnxh„Ni... ., �,>.,:nn„nt,......ronrw 1 :I:, :i , 1 - 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 r-EX 24' STORM DRAIN EX PERIMETER WALL FUTURE 6' SIDEWALK IT MD W NfL 057`. CONSTRUCTION NOTES: O CONSTRUCT 0.42' A.C. OVER 05A.B. CLASS II Q2 CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY OF LA QUINTA STD. PLAN NO. 202 03 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. SEE DETAIL "A" ON SHEET 1. ® GRIND A.C. PAVEMENT 0.12 MIN. (4' WIDE TYPICAL). SEE DETAIL "A" ON SHEET 1. O5 PROTECT IN PLACE ® ADJUST TO GRADE ""'L EX 10' TRAIL EASEMENT LEGEND: 0 INDICATES PROPOSED ASPHALT PAVEMENT INDICATES ASPHALT PAVEMENT REMOVAL INDICATES ASPHALT PAVEMENT GRINDING INDICATES EXISTING ASPHALT PAVEMENT EX PERIMETER WALL EX CVWD WATER VAULT 5 EX WATER VALVE�K I SITA 3800 +0100 MAYCH-WHE H ' 2 WORKING DAYS BEFORE YOU DIG I AV ` _ ` • - r ` 111111111110 r SCALE: 1" = 40' ( IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE BM # P.D. 109-70 STREET IMPROVEMENT PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED ELEV. 27.941 (NAVD 29) WITH THEIR APPROXIMATE LOCATION AND EXTENT. ROFESS/ ��l 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR THE OWNER, BY ACCEPTING THESE PLANS OR Q W �'9� O ° ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT ����0-l� ��!� CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD 48-72N VERBENA ROAD ALONG JACKSON ST. FROM 2 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES O AVENUE 60 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND Z HWY. 111. THEN 2.0 MILES Z PALM DESERT, CA 553 W. ALONG AVE. 50, 45 FT. PHASE 2 HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE (� m py; 760 275_1� UNDERSIGNED, NOT INDICATED OR SHOWN ON THE W No. 26662 m WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED ;u AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYA CKINNEY, P.E. RCE NO.49418 >w't EXP. 3-31-20 STA 27+00.00 - STA 38+00.00 BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER CIV►L Q- �>` � FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE APPR DATE PREPA ED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SHTS. ACCEPTABLE SOLUTION AND REVISING THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: Z � � ql: \� SCALE: FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER CAL DATE: SCALE AS SHOWN .... _,x,,..,,,... .,,,,,,,,,,,,,,,„.,,.,.,,,,.,,,,,,.,.x.,n,a,,,x,,,.,.,.,,.,,,,,,,,.,,,.,,,,,,,.,,,,,,„ ,,I....... ,,.,.,,,,,,,x„x,,,,,,,,.x.,,.,, .�_ ...,_r -.. -_., �. ...,,-, P,...�.,�T.._,..,,.._..�,.._�.-.�_..-.__.__-.m_.,�._ �.,.�.w..�.._...�.�,.�__.,_..,�._._�_.,,...,w._..-.�,....._..-.-..._.-..,_.._,._rv.._.-..-..,..w._.._._�,-,�. ,�_...._..........-....._.....� oPROP TOP OF 8" CURB @ 38' LT. 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PROFILE SCALES ........................ , , ,,, ,,,, „_,,,..,,... -, VERT 1 -4 �-•---� HORIZ 1 -40 x«,w+xw„nNxI,InInIIIx1,I,lNlnix, IxNHxxxtxrflifun+Nl,Nxf«IIx,Hn Illll.lr rr „xn xt111NINNx,N, xW. ra, xm,�-sm .^.. ... ... ... �xm ... ^=mm. sx ,..vttmr .. sn. .. � - .. _.�-r .. _ v . ,n ... -. ,v. .., . „ ,. .. ... v.. _. ... .. .... ... ....... u.... ,. �.. . - , .... _ ,w ...... ,.... ,. .. .i. .i.� ({sna,✓rt .r..w v .wsna . 1 I �, ..,� 1 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 UNDERGROUND SERVICE ALERT CALL TOLL FREE 0�F ORE y0 G O 811 U � 1 2 WORKING DAYS BEFORE YOU DIG 4X PERIMETER WALL PROP RIW EP �$Aw-cl r7 tiT='?-7—T. U151 31G��� FUTURE 6' SIDEWALK am" 71-DI 31 '7'�'oj EX PERIMETER WALL r.. rr�y`1�, /'�\ Ash,, ,✓ ., .�� .+,ro++ y ,a�.; ✓�,,, .-Z EX FH K }f y r / h r4 ✓ , 1 ,�.� ..,,.� „'r"" ;hy'+� ;+�';',�.-,�w x, ,1««„1�,!•�M('-.IM' xx,N wr' "'�,L' �L EX R/W EX 10' TRAIL EASEMENT 7 Ro-, 300331 71nol 30023 , '2):ffQ 38+OOoOO MAYCHI L H F CONSTRUCTION NOTES: SEE SHUEEr 2 O CONSTRUCT 0.42' A.C. OVER 0.5' A.B. CLASS II O CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY OF LA QUINTA STD. PLAN NO. 202 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. SEE DETAIL "A" ON SHEET 1. ® GRIND A.C. PAVEMENT 0.12 MIN. (4' WIDE TYPICAL). SEE DETAIL "A" ON SHEET 1. O5 PROTECT IN PLACE © ADJUST TO GRADE NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES 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 THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. MARK BY DATE ENGINEER REVISIONS LEGEND: 0 INDICATES PROPOSED ASPHALT PAVEMENT INDICATES ASPHALT PAVEMENT REMOVAL INDICATES ASPHALT PAVEMENT GRINDING INDICATES EXISTING ASPHALT PAVEMENT am oil 111 ni I 0 40 so 80 120 200 SCALE: 1" = 40' ( IN FEET) SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA SHEET NO: BM#P.D. STREET IMPROVEMENT PLAN ELEV. 27.941 41 (N {NAND 29) Q�pFESS /� ^ O 109-70 CHISELED SQUARE ON CANAL BRIDGE S.E. FOR CIVIL ENGINEERING WING WALL. 2.0 MILES S. • LAND PLANNING QUO DSO F ALONG JACKSON ST. FROM AVENUE 60 3 J 2 48-725 VERBENA ROAD HWY. 111. THEN 2.0 MILES Z PALM DESERT, CA 92260 W. ALONG AVE. 50, 45 FT. m Rt (7W) 275-1553 PHASE 2 No. 26662 � WEST OF MADISON ST. BRYAN IfCKINNEY, P.E. RCE NO. 49418 EXP. 3-31-20 ik AND 18' S. OF AVE. 50. STA 38+00.00 - STA 50+00.00 CITY ENGINEER P" CfVIL �`t APPR DATE PREPARED BY: LLOYD W. WATSON R.C.E. NO.26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. EXP. DATE 9/30/20 DATE: ` OIF CpL1`�'" SCALE: k�' FOR: W.O. FILE NO: DATE: llhAlk= SCALE AS SHOWN H C) ......_,.,..,-...,..�n,......»,w.,--....�.._.w_.,xxrr,.,».».x.xx..x,.».,»r,.,.r,»,x,.rx.rrr.,.r»,.r_r.rf».............r»,,,.,,..w.,x.,,l,»,r.rx,.rr.,.»,.,rrr.,r,.x.,.r..,r..,,,,r»....�. - --�. .... _- - PROP TOP OF 8" CURB @ 38' LT. - 9Z- o _. �,._�_a...,...�.....�..�,.�...,�._�,.,..�.-,�...,.,._.,..�.,.-._,__...._...,�.w,...,.x.._,�._�,».,,,»,wrx.x,,,x,xr.,,wN»r.,.,,.»,.,. _ o __._ . __.. O { co.,,.»,r..............»r,.,r,.x,,,, w,w.,,,,r,»,,,.r,,,.,,f.,,,.,,..,,,w.,».,r,.,,Nx,,,.rx»,.,,..,.. .. m .. -. _... , p U o r �� (?n ;:. .:._ _.,Nu,wNWlutlxxufw,n,HNINNHrNNw,wI,Nl.u,q.,Iwwruuw,tN„NXx,Iww............ ININpN,N,fNNew,NNNII�I,INNwNNNN11Nmtl......-.INNI1.... 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M.H ...w ..........:.,.M...,,,..._,» c� N ...._.. , .._...»......... ....,_.,... ......... .......... . . ............ .. .,, ,,, ... 425 C/L — x.�.F.N>n,r,nw..x, ,»nw �wx,,�.n r�,rN.,xr»�xww.,, MwN,N.......N,.twr„wI..,NNN.Nxw„wNINrN,w,w„N.H rIN,IIN„I.NxrwlNNw.rNr wI,1,N,rNNNIx,.. -.Nx rNr„Nr,NI,,,,N,N.IN..NI„,..Nr,,....,N...................... EX TOP OF BARRIER CURB @ 5' LT. , 50+00 TD 7�1 GO�I UNDERGROUND SERVICE ALERT CALL TOLL FREE 0�F ORE y0 G 811 1 Q O U n' 2 WORKING DAYS BEFORE YOU DIG 52+00 53+00 54+00 55+00 CONSTRUCTION NOTES: 10 CONSTRUCT 0.42' A.C. OVER 0.5' A.B. CLASS II 02 CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY OF LA QUINTA STD. PLAN NO. 202 03 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. SEE DETAIL "A" ON SHEET 1. ® GRIND A.C. PAVEMENT 0.12 MIN. (4' WIDE TYPICAL). SEE: DETAIL "A" ON SHEET 1. O5 PROTECT IN PLACE © ADJUST TO GRADE AVE 56+00 57+00 58+00 STA 56+�i50 1 III ---- NUE 60 — 425 LT — 425 EP — 425 C/L LEGEND: I INDICATES PROPOSED ASPHALT PAVEMENT INDICATES ASPHALT PAVEMENT REMOVAL INDICATES ASPHALT PAVEMENT GRINDING 61 INDICATES EXISTING ASPHALT PAVEMENT 7 59+00 0 40 60 80 SCALE: 1" = 40' ( IN FEET) a. PROFILE SCALES - -- VERT 1 "=4' - HORIZ 1 "=40' 120 200 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED N THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. SEAL — CITY APPROVED BY THE CITY OF LA QUINTA SEAL — ENGINEER ROFESS/ ��O-1� w ��!`� �w O t1O j Z z C� m W m p� No. 26662 � EXP. 3-31-20 ��,9 CIVIC- �P OF CAL n v D CIVIL ENGINEERING • LAND PLANNING 48-725 VERBENA ROAD PALM DESERT CA 92260 PH: (760) 275-1553 BENCHMARK: BM # P.D. 109-70 ELEV. 27.941 (NAVD 29) 109-70 CHISELED SQUARE 10 CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. ALONG J WALL.2.0 MILES FROM HWY. 111. THEN 2.0 MILES W. ALONG AVE. 50, 45 FT. WEST OF MADISON ST. AND 18' s. OF AVE. 50. IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA STREET IMPROVEMENT PLAN FOR AVENUE SO PHASE 2 STA 50+00.00 -STA 5fi+81.50 IN THE SW 1 /4 OF SECTION 27, T.6.S., R.7.E., S.B.M. SHEET NO: 4 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 THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. BRYAN M KINNEY, P.E. RCE NO. 49418 CITY ENGINEER EXP. 9/30/20 DATE: Z . DA OF 4 SHTS. MARK BY DATE REVISIONS APPR DATE PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 DATE: SCALE: SCALE AS SHOWN ENGINEER FOR: W.O. FILE NO: