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ONST2017-0003PRI SIT VICINITY MAP NTS SECTION 27, T.6.S., R.7.E., S.B.B.& M. OWNER/DEVELOPER: T.D. DESERT DEVELOPMENT, L.P. 81-570 CARBONERAS LA QUINTA, CA 92253 PH: (760) 777-1776 SOILS ENGINEER'S STATEMENT I STATE THAT I HAVE REVIEWED THESE PLANS AND FIND THAT THEY SUBSTANTIALLY CONFORM TO THE RECOMMENDATIONS SET FORTH IN REPORT NO. 09305-17 12-11-704 DATED 10-31-2012, UPDATED IN REPORT NO. 09305-17, 6/2 017 / is 1 4 �A t 11_ Y V ANTHONY COLAROSSI, PE 60302 DATE EARTH SYSTEMS PACIFIC 79-811 B COUNTRY CLUB DRIVE, BERMUDA DUNES, CA 92203 (760)345-1588 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 - 800-483-5000 GAS: THE GAS COMPANY - 800-427-2200 CABLE: SPECTRUM - 760-340-1312 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. NORTH/WEST T 1 2% I I 2% APPLICANT: T.D. DESERT DEVELOPMENT 81-570 CARBONERAS CURB & GUTTER LA QUINTA, CA 92253 COMPACTED SUBGRADE PH:(760)777-1776 PROP 12" WATER MAI ENGINEER: WATSON ENGINEERING ONSITE 28.00' STREET 50-200 MONROE STREET INDIO, CA 92201 PH:(760) 275-1553 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF ANDALUSIA PER TRACT NO. 31681-2, MB 397/34-44, BEING N 62"16'45"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. ASSESSOR'S PARCEL NUMBER: 764-200-071 FEMA FLOOD ZONE: MAP NO.: 06O65C2925G PANEL: 2925G ZONE D SHEET INDEX: SHEET 1: TITLE SHEET SHEETS 2-4: STREET PLAN & PROFILE SHEET5: STORM DRAIN PLAN & PROFILE UNDERGROUND SERVICE ALERT CALL TOLL FREE t 811 11 2 WORKING DAYS BEFORE YOU DIG NO PARKING TYPICAL SECTION NOT TO SCALE TI=6.5 R=17 EAST R/W LANDSCAPING 3:11 U4a v" 4 NORTH/WEST IN THE CITY OF LA QUINTA, CALIFORNIA STREET IMPROVEMENT PLAN FOR THE VILLAGE 1av cocgRos ;� s- STORM DRAIN NOTES: N060302 rn 'a ANDALUSIA AT CORAL MOUNTAIN 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLICABLE ASTM AND SOUTH/EAST \-CURB & GUTTER BASE COURSE PROP 8" SEWER MAIN JVATE) WEST R/W C/L - 13' 13' F/L 14' 1 LEVEL LINE 0,14' MARBELLA 2 EXISTING SECTION NOT TO SCALE TI=6.5 R=30 22% 2% LANDSCAPING SOUTH/EAST LBASE COURSE = GRAPHIC SCALE COMPACTED SUBGRADE � !' ^" ,. 00 100 0 50 100 200 ♦ao PROP 12" WATER MAIN_J(PROP 8" SEWER MAIN , ONSITE 32.00' STREET (PRIVATE) , INDEX MAP 1 INCH >• 100 FT. TYPICAL SECTION I NOT TO SCALE CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CONTINUED TI=6.5 R=17 I (PARKING ON ONE SIDE ONLY) CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CONST. NOTE ITEM DESCRIPTION QUANTITY UNIT 10 CONSTRUCT 3.5" A.C. OVER 11.5" C.A.B. 71,000 S.F. 2O CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. NO. 201 4,200 L.F. O3 CONSTRUCT 6" CURB ONLY PER CITY OF LA QUINTA STD. NO. 210 & STD. NO. 200 690 L.F. ® 10' TRANSITION FROM EXISTING CURB TO 6" CURB & GUTTER 2 EA. 0 CONSTRUCT 16.0' DRIVEWAY PER CITY OF LA QUINTA STD. NO. 221 (NO SIDEWALK) 71 EA. © CONSTRUCT 4.0' VALLEY GUTTER PER DETAIL ON SHEET 2 655 S.F. O7 CONSTRUCT 6' CROSS GUTTER W/ SPANDREL PER CITY OF LA QUINTA STD. NO. 230 & STD. NO. 231 410 S.F. ® REMOVE EXISTING A.C. AND A.C. DIKE 1,350 S.F. 9Q REMOVE EXISTING CONCRETE CURB 43 L.F. 10 REMOVE AND REPLACE 6.0' OF EXISTING 3.0' X-GUTTER 24 S.F. NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 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 PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED LIABILITY AN T THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED NOT INDICATED SHOWN ON THE ARISING AFTER COUNTY APPROVAL DURING THE CONTRACTOR IS REQUIRED TO TAKE DUE EXAMINED. RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED R EE CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK, ENGINEER REVISIONS CONST. NOTE ITEM DESCRIPTION QUANTITY UNIT 11 SAWCUT EXISTING PAVEMENT 160 L.F. CONSTRUCT CATCH BASIN PER CITY OF LA QUINTA STD. NO. 300 2 EA. 13 CONSTRUCT 24" HDPE DUAL WALL STORM DRAIN 511 L.F. 14 CONSTRUCT 18" HDPE DUAL WALL STORM DRAIN 34 L.F. 15 CONSTRUCT 12" HDPE DUAL WALL STORM DRAIN 73 L.F. 16 CONSTRUCT 24"x24" PRECAST CONCRETE CATCH BASIN WITH ADA TRAFFIC GRATE, JENSEN OR EQUAL 2 EA. 1Q CONSTRUCT 3.O'x3.O'x4.0' PRECAST CONCRETE BOX OUTLET W/ PARKWAY GRATE, JENSEN OR EQUAL 1 EA. 18 CONSTRUCT 4.0' DIAMETER MANHOLE PER DETAIL "A" SHOWN ON SHEET 5 1 EA. 19 CONSTRUCT 12" HDPE WYE 1 EA. ©0 REMOVE EXISTING WEDGE CURB 13 L.F. ©1 CONSTRUCT GUTTER DEPRESSION PER CITY OF LA QUINTA STD. NO. 330 (CASE "C") 2 EA. SEAL - CITY I APPROVED BY THE CITY OF LA QUINTA ORYPAMCKINNEY, P.E. 0. 49418 CITY ENGINEER DATE EXP. DATE 9/30118 DATE: S SEAL - ENGINEER ' NP62 Xo2660 {r P C IVIL CALTRANS HIGHWAY DESIGN MANUAL STANDARDS AND SHALL BE UTILIZED WITHIN THE TRACT 37287 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 IN THE NW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OR EQUIVALENT PER ASTM A-48, CLASS 35B IRON, DIPPED TWICE IN ASPHALT OR _ _ _ _e _e w _ _ _ _ R. o COAL TAR OIL (AC INSTALLATIONS), GALVANIZED LIDS & RINGS (CONCRETE C //� INSTALLATIONS), HAVE 30" MINIMUM CLEAR OPENING, AND BE STAMPED "SD" ON COV 1• 5 h3 3. ALL E * SHEET 2 MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE ' CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REQUESTED BY 4 THE CITY'S INSPECTOR OR AS DETERMINED BY THE SOILS ENGINEER. �\ . �,;�, 4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY n 72 1 2 s ' ACCEPTANCE. ' 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS. t w1• ,. 8 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 9 DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 10 76 � LEGEND: IIIIIIIIIIIIIm WE m =4TC TOP OF CURB FL FLOW LINE 71 70 C/L CENTERLINE -6. .,,,.,"`_. , ® 76 \ i RNV RIGHT-OF-WAY ' 12 , TP TOP OF PAVEMENT ' STA STATION 13 , BVC BEGINNING OF VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE 67 EVC END OF VERTICAL CURVE 14 L 66 , BC BEGIN CURVE EC END CURVE I; �` '"' •° \ , GB GRADE BREAK 65 ,`} .1 5 A.C. ASPHALT CONCRETE �� � , A.B. AGGREGATE BASE i, II I--+( ,.T� " ). ' � . G �� ` i c�'`s 16 BCR BEGIN CURB RETURN j ,.. ' 64 '" - ECR END CURB RETURN �r z v I 1+ il 17 , MAX MAXIMUM } ) ~ 4 NTS NOT TO SCALE J. 73 63 \ , EP EDGE OF PAVEMENT ��. HP HIGH POINT 18 62 ' ' LP LOW POINT ` EX EXISTING 19 , PROP PROPOSED p5� a v EG EXISTING GROUND �o u 86 y I 61 C&G CURB AND GUTTER \ 20 " MH MANHOLE J WV WATER VALVE 21 0 PROPOSED ASPHALT PAVEMENT �P. °:. -- -� .w. •``Y". 59 ', INDICATES EXISTING ASPHALT PAVEMENT 22 0 AND CONCRETE REMOVAL AREA -r 58 23 INDICATES EXISTING 3" PAVERS OVER 6" ! I I , CLASS 2 A.B. PER LANDSCAPE CONSTRUCTION PLAN L-1.01 ' 5 t 24 56 25 _M m M m 74 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPNG WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 54 5 27 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD '+ HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA. 46 47 53 \' ' ! C10�, 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, M 52 - - LATEST EDITION AND CITY OF LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE A 4 Q1oo=5.27 CFS p 9 r _ s 48 51 \ %! F SPECIFIED. _\ UATSsI 5O �' ' 1o=4.58CFS 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND e7}, C13#1 Too=7'71 CFS, SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR 10 CB APPROVAL FROM CITY ENGINEER. � o= :425� F Q no=15.12 CFS R ' 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED COATS, WITH RE LECTORIZED MATERIAL IN BOTH COATS AND 't Qmo=2.44 CFS SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTEDD TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST - _ _`, ' AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, 28 LEGENDS, ETC., PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. CB CFS m 31 3O 29 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPOVED BY CITY ENGINEER. . n j , Q1o0=9.69 CFS ,_ 34 33 32 ' 7 STRIPINEN G OONTRACTOR SHALL ET IS CURB -LESS OUSE WIOENTEREN EINE CONTROCURB L POINTS MENT R(ON 50 FOOT CENOVIDES AN ITERS ABLE BASE. STIS OAl10NSSAND MHALF G r f.A! 37 36. 35 r„.'^" �- STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING !�' LAYOUT. 38 40. QQ 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT 41 vvv - OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT !, 45 , 43 42 SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTILIZED FOR -_""' BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ...__ ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. CURB & GUTTER J \-CURB & GUTTER r x wo 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 20D3 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS, 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133) AND OBTAIN AN INQUIRY 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 APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT, WOOD POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION 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 COMPLI ANCE 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. 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. 4. 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. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 6. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS TYPE AND LOCATION. I G, LEGENDS, S E D D AN 7, 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. B. 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. 9. 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 (N01) 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: 1. 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): 1118-83-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 AGGREGATE VMA AIR VOIDS AND CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL ( ), , 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. SIGNING & STRIPIING NOTES: CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CONTINUED NOTE ITEM DESCRIPTION QUANTITY UNIT © INSTALL STOP SIGN (TYPE R1-1) PER CALIFORNIA MUTCD FIGURE 2B-1 ON PAGE 191 1 EA, 2�3 INSTALL NO STOPPING SIGN R26(S) PER CALIFORNIA MUTCD FIGURE 2B-24(CA) ON PAGE 226 11 EA. ® PAINT 4" WHITE PARKING STALL STRIPE 216 L.F. INSTALL YIELD SIGN (TYPE R1-2) PER CALIFORNIA MUTCD 4 EA. BENCHMARK: BM # P.D. 109-70 ELEV. 27.94E (NAVD 29) VV (uch � 0 109-70 CHISELED SQUARE ON CANAL BRIDGE S.F WING WALL. MILES S. CIVIL ENGINEERING 0 LAND PLANNING ALONG JACKSO N ST. FROM 48-725 YMBENA ROAD HWY. 111. THEN 2.0 MILES PALM DESERT, CA 92260 PH. (760) 275-1553 W. ALONG AVE. 50, 45 FT. WEST OF MADISON ST. AND 18' S. OF AVE. 50. PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 �� SCALE i � DATE: 4120a SCALE AS SHOWN WDID NO. 7 33C383284 IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: STREET IMPROVEMENT PLAN FOR THE VILLAGE 1 ANDALUSIA AT CORAL MOUNTAIN INDEX SHEET TRACT 37287 IN THE NW 1/4 OF SECTION 27, TAS., R.7.E., S.B.M. F rJ $HTS. R: I W.O. I FILE NO: i >vla W rot 445 LT - r J r + o u J �o<oU a 0 o Q a a Z + + ? TOP OF CURB F.S. (TYP) ~ LL W N N v 0.757% v 1 510% 0.5. r 06 + + N 1`� N U oo U 0- N m +M0 an w ¢v ° 2138/0 o NvCO �-t Qv� Z 50`VC �� mY 00 'ITco��0 tr_00 icm7airvLLc7 Nvm ..w� 2151% FLOW LINE VVI6]A0z+UU.UU PVI ELEV 444.02 v ;p 440 LT - BUJ Q � TC @ 14.00' LT L=41.04' 435 LT 450 C/L / / \ EX GROUND @ C/L U m /o � `_------------- © C/L 16.0' DRIVEWAY STATIONS Z 5 TOP OF PAVEMENT F.S. (TYP) h N Q ° o.7s2 /° 445 C/L - _ U m / �/ r �r o LOT STATION m a L) 1 STA 12+38.57 J ¢ °�' °Md J 2 STA LT 12+97.84 �� 3 STA LT13+41.14 �w 2738° +a°o 4 STA LT13+91.28 +ui +� _000w ¢�z ��� '� 50'VC �� ¢� 5 STA LT14+31.14 �Nv U)t� ° ,' PVI STAI2+OO:DO Fa F-a 6 STA LT 14+81.28 440 C/L - �Fa �� 2662/° _ --� PVI ELEV 443.92 nr 7 STA LT 15+21.14 1 69300 _ _ _ _ _ TOP OF PAVEMENT @ CENTERLINE 8 CURB STA 13+91.49 _ U 9 CURB STA 13+51.61 L) w 69 STA 13+81.38 m o 70 STA 12+75.01 0o N N TOP OF CURB F.S. (TYP) 71 STA 12+36.11 ^ N 4 435 C/L_ L) IC6 F 0.7920% 445 RT wl II ml g 1� � n - v 28.63' 28 3 2 2% TYPICAL SECTION MEDIAN ISLAND N TS 440 RT - 435 RT - 10+00 11+00 12+00 13+00 14+00 nn qq q TC 438.91 PROP 12" DIP WATER MAIN (TP 439.38) MFL Y EX 30' IRRIGATION EASEMENT EX 60" DIP IRRIGATION MAIN 5 \EX 8" VCP SEWER MAIN SEE DIST DWG NO 31394 ITC 439.16) 4 l V t 0 3 PROP 8" VCP STA 21+89.69 ECR (TC 438.95) 2 FL 438.73) / 439 5 / / \ JOIN EXCURB Tc 44UU '9 Il [44 T.. +43.18 / \ C 44 EX ELEC FL 439. 439 `"\ TRANSFORMER- STA /� TP439.63 2.58`` S 439.65 - - FS 439. 5 0„ CF STA 10+43.18 \ _. �FL 439,56) JOIN EX C&G EXISTING CROSS GUTTER & SPANDREL DETAIL ��VV// ((����nn��jj �M(j n (� 5 J NTS EK S V�L J 0 T15NN FWI�JI ll UNDERGROUND SERVICE ALERT LEGEND: i CALL TOLL FREE ' OAF aRe ra 0 INDICATES PROPOSED ASPHALT PAVEMENT G 811 �c INDICATES EXISTING ASPHALT PAVEMENT ® 0 AND CONCRETE REMOVAL AREA INDICATES EXISTING 3" PAVERS OVER 6" CLASS 2 0 A.B. PER LANDSCAPE CONSTRUCTION PLAN L-1.01 2 WORKING DAYS BEFORE YOU DIG NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 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 PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS SE PURSUANT THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THERECORDS ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE EXAMINED. THE-CONTJiACTOR IS REQUIRED CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS D THE UBEFORE TILITIESOR STRUCTURES CONCERNED STARTING WORK. Amlon TP,.44A.36 a+A<14+ao. o ruL, 445. 2 FL 445.42 STA 76 O ll 0 GB445.88 P C EX PARKING LOT 71 70 MORE [ /Q� � �//7 I�U�I��VLI II1S�IlU L� VUA Il'V+67.5� M o n � I I A �[�C� SHEY' 3 0 40 60 (PRIVATE STREET) REVISIONS FL 445.12 --L1 - 450 C/L - 445 LT - 440 LT � - 445 C/L 445 C/L - 0JlJ] n(� - 440 C/L C� - 445 RT 445 RT - a Q - 440 RT - - - - - M +� - - - - - - - - - - U) 0.5 1% -0< , 0.792% �a��rr�:�■I�I� TC@14.00'RT Q 15+00 12+00 13+00 14+00 CONSTRUCTION NOTES: O CONSTRUCT 3.5" A.C. OVER 11.5" C.A.B. O CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. NO. 201 O3 CONSTRUCT 6" CURB ONLY PER CITY OF LA QUINTA STD. NO. 210 & STD. NO. 200 \ ® 10' TRANSITION FROM EXISTING CURB TO 6" CURB & GUTTER ' \ 0 CONSTRUCT 16.0' DRIVEWAY PER CITY OF LA QUINTA STD. NO. 221 (NO SIDEWALK) TTA ]RWO.81 LT - © CONSTRUCT 4.0' VALLEY GUTTER PER DETAIL ON THIS SHEET SCALE: 1" = 40' ( IN FEET) J + Sa LO fD a v'T C EX GROUND Q C/L < Oa mrr -\ - 1 �a� 0.757%----- --- ;12% - 445 C/L D 6.50 07 CONSTRUCT 6' CROSS GUTTER W/ SPANDREL PER CITY OF LA QUINTA STD. NO. 230 & STD. NO. 231 3. 0 d QO REMOVE EXISTING WEDGE CURB m a 3 ' © INSTALL STOP SIGN (TYPE R1-1) PER CALIFORNIA MUTCD FIGURE 213-1 ON PAGE 191 C 446.50 Q INSTALL NO STOPPING SIGN R26(S) PER CALIFORNIA MUTCD FIGURE 2B-24(CA) ON PAGE 226 o �o FL 446.00 GF ® PAINT 4" WHITE PARKING STALL STRIPE PROP 12" DIP WATER MAIN © INSTALL YIELD SIGN (TYPE R1-2) PER CALIFORNIA MUTCD 8 TC 445-86 / ' \ 16 TC 445. 00 C/L MEDIAN ELEVATIONS SCALE: 1 "=10' TOP OF PAVEMENT F.S. (TYP) 15+00 - 445 RT PROFILE SCALES VERT 1"=4' HORIZ 1"=40' 4.0' 1 2.0' 2.0' 11 COMPACTED C.A.B. P.C.C. CONCRETE 6 4.0' VALLEY GUTTER DETAIL N TS LINE DATA COURSE BEARING LENGTH L1 N 28°30'24"W 2.61' L2 N 22030'20"E 14.48' L3 N 10019'28"E 14.48' L4 N 58'11'59"W 35.80' L5 N 56°10'59"W 35.19' L6 N 56-10-59"W 42.58' CURVE DATA COURSE DELTA RADIUS LENGTH C1 (73°58'52') (25.00') (32.28') C2 (94°03'24") (25.00') (41.04') C3 10033'53" 270.74' 49.92' C4 35028'12" 300.00' 185.72' C5 90044'49" 3.50' 5.54' C6 12014'28" 252.74' 54.00' C7 90048'39" 3.50' 5.55' C8 15"58'54" 270.74' 75.52' C9 22°02'19" 98.74' 37.98' C10 52048'53" 100.00, 92.18' C11 90000,001, 24.38' 38.29' C12 7014'32" 799.87' 101.10' C13 136005'37" 5.00, 11.88' C14 7014'00" 129.00' 16.29' C15 141008'23" 5.00, 12.32' C16 90000,001, 5.00, 7.85' C17 35028'12" 285.37' 176.66' C18 22002'19" 113.37' 43.61' C19 52057'13" 115.00' 106.28' SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER OFESS/� QR W I'V Q4' y0 '9T 6` lP v~j ° °y - m Cl m No. 26662 A Yi EXP. 3-31-20 {r 8'T CIVIL 9 CAL1 ^ O ^, ^, -^ IVu1iull 0 Iu'�VII Iu111111 D Iu^Itlll WATSON CIVIL ENGINEERING • LAND PLANNING PALM PAD, (760) CA 9226B DESERT, A R 26 PH: (780) 275-1553 BENCHMARK: BM#P.D. 109(N 109-7 27.94E (NAND U 109-IO CHISELED SQUARE ON CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. ALONG JACKSON ST. FROM HWY. 111. THEN 2.0 MILES W. ALONG AVE. 50,45 FT. WEST OF MADISON ST. AND 1e's. OF AVE.50. IN THE CITY OF LA QUINTA, CALIFORNIA STREET IMPROVEMENT PLAN FOR THE VILLAGE ANDALUSIA AT CORAL MOUNTAIN TRACT NO.37287 STA 10+00.00 -STA 14+47.55 IN THE NW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. SHEET NO: OF 75SHTS, BRYAI CKINNEY, P.E. RCE NO. 49418 CITY ENGINEER �/ EXP. DATE 9/30/18 DATE: Ll PREPA D Y: LLOYD W. WAT N R.C.E. NO. 26662 DATE: DATE SCALE: SCALE AS SHOWN FOR: W.O. FILE NO: v v of 00 vi of + iri No m i� + O7 n tNO, to cO I+n f0 f0 t0 v + D fD a ��� Q c_j Q� Q� Q� �� F N i v coo `" v TOP OF CURB F.S. (TYP) r m i LL 0.500% -0.5360/, (oi F 445 LT - 0.500% 50' VC PVI STA 15+92.80 PVI ELEV 446.67 TC @ 16.00' LT 440 LT - n(� U a > > m W W m U m o w Co.^ o a CO � 0) N (ISM + +(6 +u +� �co mo oN +o �a roo �v Q� +V: W� 1 - in F- coH �a U))a ~ Ham a - - 0.536 /o H CD ° r EX GROUND @ C/L + - - - - -0.500% ---------- - ------------------------- f 445 C/L Q 50, VIC [� PVI STA 15+92.80 TOP OF PAVEMENT F.S. (TYP) PVI ELEV 446.61 CENTERLINE 440 C/L - ���qq l�J Q 445 RT - 446.67 440 RT - 14+00 15+00 16+00 9 10 11 12 13 TA 14+89.59 PRC= TA 12+ . 8 TC 446.15 TC 44 .61 FL 445.65 FL, .11 A-7°14'32" R=833.18' L=105.31' -- - 16+00 p=10°1134 R=81650' 1s+ao i GB,, . aSTA 14+4. TC 445.92 C� FL 445.42 [lam 68 � 69 Q RAJ] UNDERGROUND SERVICE ALERT CALL TOLL FREE OEF ORE YO G c 67 66 65 17+00 18+00 TOP OF CURB F.S. (TYP) TC@16.00'RT 19+00 I& iK ..xv.,- 14 15 16` 17 18 19 20 TC 446. 8 - L 445.58 e^:. STA 17+02.80 BC k P44 . 2 w G8 PROP 8" VCP SEWER MAIN 00, CL 6=9°16'44" R=720. T 445.51 - M 13' -116 62' 5.01 L- 0 2 ac 0. 3 /- n+o - 6'44"5R=703. 50- is+p d=16°10'48" R=766.8T L=216.56' R=686.87" L=1 i 1 - -- -A 16"10'48" R=783.50' a TC 446.08 24'L- 2126, T=111 L 5.58 ��T�__AA 18+16.73 PRC Tis .4�5 Y L=225.9 d=16°10'48" R=800:13' 5' TC 44 '51 L 4 1 PROP 12" DIP WATER MAIN 64 63 62 -r i 61 ill 60 ® 8 1 1 0 40 BO 80 120 200 SCALE: 1" = 40' 2 WORKING DAYS BEFORE YOU DIG (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 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 PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, WITH THEIR APPROXIMATE LOCATION AND EXTENT.THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE AFTER COUNTY APPROVAL DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE ECORDSARISING THE CONTRACTOR IS REQUIRED R SHALL CONSTRUCTION THE PRIVATE ENGINEER PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUEA RIECAUTIONARY MEASURES TO STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. (PRIVATE STREET) BY DATE REVISIONS INEER r w m 0 445 LT - TOP OF PAVEMENT F.S. (TYP) - 445 LT J 3860/.m 76 .953% o -T287% F (� Q _ co + D J (n 440 LT - r N Q u - 440 LT l:/rJ � m co my yam UHCD UN �v D co lri UHC7 Z) CL m ri N ++ N N V O F 0N LL'1 v v CL (%coa t+ONN O CENTERLINE 14.00' RT OF CURB F.L. CL +N - - - 1 N + - - - - - U-------------� -- -------'------ CL CL rn u coo vo --- Q rn �+0 a +� NOS N II nn nn nn L=J Ny QQ� cim Q� U)COF- + N� VrM +VN NF Hy N- <t CQ 20+00 21+00 22+00 LEGEND: 0 INDICATES PROPOSED ASPHALT PAVEMENT - 20+00 22 23 24 25 26 y t_ CURBS A 22 ( m STA 1 TC 442.69 + 9 FL 442.19 STA 20 85.09 PRC TC 444.40 C 444.16 - B STA 1+84.71 E Pi44 . 0 L FL 443.66 ) C 443.67 C20 BEGIN CURB STA LT FL 443.17 2 C RB STA 2 +66. d=7°08'06" TC 442.89 R=800.00' FL 442.39 L=99.62' - 5 N2° - - --A L=jg�B; z1+pp _ 6 19'S3'W 81 N 28°19'53W zz:oo TSEE-MffbVtN-j •� 188.04' ao +- C444.40 d=41°45'06" .R `&!3� C33 32 L443.90 4g87 \ Oryh L17 A 1+05.94 C RB STA 14' LT O9 27, C21 °, }}YYYY J TPA 444 00 TC 44.180 `L� f FL 443.30 6 4 3 TC 444.14 $x`z 9ak T 443.64 O ob ?o 27 23+00 - 445 LT - 440 LT - 445 C/L - 440 C/L - 445 RT - 440 RT CURVE DATA COURSE DELTA RADIUS LENGTH C12 7°14'32" 799.87' 101.10, C20 16°12'40" 183.13' 51.81' C21 91 °22'46" 3.50' 5.58' C22 10'38'42" 131.87' 24.50' C23 14°29'28" 96.87' 24.50' C24 91°49'04" 3.50' 5.61' C25 139°10'37" 5.00' 12.15' C26 3°51'20" 182.50' 12.28' C27 21 147.50' 74.13' C28 136'53'11" 5.00' 11.95' C29 90,00,001, 3.50' 5.50' C30 90,00,001, 3.50' 5.50' C31 116°35'11" 20.00' 40.70' C32 90,00,00' 3.50' 5.50' C33 90,00,001, 3.50' 5.50' C34 73°58'36' 19.37' 25.01' C35 10033'48" 136.00' 25.07' C36 10°33'48" 150.6-T 1 27.77' A 14" LT LINE DATA COURSE BEARING LENGTH L7 N82°1T14"W 14.46' L8 N 57°10'51"W 14.44' L9 N 89°44'42"W 20 04' 1-10 N 00°15'18"E 14 50' 111 N 89°44'42"W 31,00' L12 N 00°15'18"E 14.50' L13 N 26°19'53"W 4.69' L14 N 63°40'07"E 14 50' L15 N 219'53"W 22.00' L16 N 63°40'07"E 14.50' L17 N 26019'53"W 27.11' ® C/L 16.0' DRIVEWAY STATIONS LOT STATION 10 14+83.72 11 15+23.01 12 15+72.24 13 16+11.68 14 16+61.83 15 17+01.80 16 17+50.71 17 17+89.72 18 18+40.00 19 18+80.82 20 19+32.07 21 19+72.85 22 20+24.39 23 20+61.54 24 21+07.94 25 21+41.31 26 21+75.27 27 21+96.04 56 21+00.17 57 20+53.62 58 19+75.76 59 19+35.56 60 18+85.60 61 18+46.23 62 17+71.87 63 17+30.94 64 16+80.12 65 16+40.27 66 15+90.07 67 15+49.36 PROFILE SCALES VERT 1"=4' HORIZ 1"=40' 16 00 MEDIAN ELEVATIONS SCALE: VI O ppp s STRUCT ON NOTES { 59 7. rl ! TC 443.81 v a'o?'fl A CONSTRUCTION 58 O1 CONSTRUCT 3.5" A.C. OVER 11.5" C.A.B. 56 TC 443.43 k c FL 442.93 w 1 / + C^�^ CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. NO. 201 / w ~N' CONSTRUCT 6" CURB ONLY PER CITY OF LA QUINTA STD. NO. 210 &STD. NO.200 Z", STA 23+33 83 PRC DATE TP 442.86 a' p°j $ +t OS CONSTRUCT 16.0' DRIVEWAY PER CITY OF LA QUINTA STD. NO. K, TC 442.92 / © CONSTRUCT 4.0' VALLEY GUTTER PER DETAIL ON THIS SHEET ( FL 442.42 STA 1 +79 31= STA 14+7g 31 23 INSTALL NO STOPPING SIGN R26(S) PER CALIFORNIA MUTCD FIGURE 2B-24(CA) ON PAGE 226 MM nn (��('' MjLf�j� Mj�� \(�\j�'nj0�11 I �j TP44283 07A 23T�oa� I1VUW�lJIIUUNE l PAINT 4" WHITE PARKING STALL STRIPE SEES°M ER 4 © INSTALL YIELD SIGN (TYPE R1-2) PER CALIFORNIA MUTCD SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER EENCHMARK IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: M#P.D.19-70 ELEV. 27.94129) STREET IMPROVEMENT PLAN ES F S I P P O (NAND 109-70 CHISELED SQUARE FOR 0 ° \N F N CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. THE VILLAGE h��0-1�7s co�/ $ CIVIL ENGINEERING • LAND PLANNING 48-725 DERROAD WY. 111. THEN 2.0 MILES LONG JACKSON ST. FROM ANDALUSIA AT CORAL MOUNTAIN z CO m PALM DESERT,, CA CA 92260 PH: (780) 275_755,7 W. ALONG AVE. 50, 45 FT. TRACT NO.37287 K No. 26662 A it EXP. 0-31-20 Ti WEST OF MADISON ST. AND 18' S. OF AVE. 50. STA 14+47.55 - STA 23+40.31 BRYAN INNEY, P.E. RCE NO. 494 8 CITY ENGINEER isZy a CIVI\- �P 9� OF IN THE NW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. OF 5 SHTS. PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 SCALE: FOR: W.O. FILE NO: EXP. DATE 9/30/18 DATE: CA L\ DATE: SCALE AS SHOWN ® C/L 16.0' DRIVEWAY STATIONS LOT STATION 28 18+19.75 29 17+79.90 30 17+29.75 31 16+89.90 32 16+40.18 33 16+02.15 34 15+51.14 35 15+10.60 36 14+56.46 37 14+15.63 38 13+63.94 39 13+23.60 40 12+75.08 41 12+36.72 42 11+88.15 43 11+48.92 44 11+00.89 45 10+70.29 46 10+00.13 47 10+41.04 48 10+94.71 49 11 +36.71 50 12+33.43 51 12+75.66 52 13+28.03 53 13+67.77 r:F 14+16.95 55 14+56.20 CURVE DATA COURSE DELTA RADIUS LENGTH C21 91 °22'46" 3.50' 5.58, C22 10'38'42" 131.87' 24.50' C23 14029'28" 96.87' 24.50' C24 91°49'04" 3.50' 5.61' C25 139°10'37" 5.00' 12,15' C26 3°51'20" 182.50' 12.28' C27 28°47'38" 147.50' 74.13' C28 136'53'11" 5.00' 11.95' C29 90,00,001, 3.50' 5.50' C30 90,00,001, 3.50' 5.50' C31 116035'11" 20.00 40.70' C32 90,00,001, 3.50' 5.50' C33 90,00,001, 3.50' 5.50' C34 73°58'36" 19.37' 25.01' C35 10'33'48" 136.00' 25.07' C36 10°33'48" 150.63' 27.77' C37 90000,001, 3.50' 5.50' C38 90000'00" 3.50' 5.50' C39 12°09'46" 150.00' 31.84' C40 13043'14' 150.00, 35.92' C41 7°37'13" 75.00' 9.98, 445 LT - m cD 440 LT - 445 C/L - 440 C/L - FLOWLINE PVI ELEV 438.90 445 RT - Z W _x®EL U w o > mo m of C7 0l ci n u In 440 RT - 10+00 F y� 46 ,Igg STA 9+57.50 aT I TC 440.90) INV 440.4 ). EGIN C&G X-GUTTER-\11 ?7�9j, oa STA 9+48.00 (TP 439.74) BEGIN CONST. & REMOVALS / \ END REMOVALS REMOVE EX C.B. PLUG EX S.D. LEGEND: INDICATES PROPOSED ASPHALT PAVEMENT INDICATES EXISTING ASPHALT PAVEMENT AND CONCRETE REMOVAL AREA m U FLOWLINE PVI ELEV 441.37 PVI ELEV 441 TC @ 16.00' LT TOP OF CURB F.S. (TYP) TOP OF CURB F.S. (TYP) TOP OF PAVEMENT F.S. (TYP) CENTERLINE TC@16.00'RT 11+00 12+00 13+00 14+00 _.. L 54 53 52 v 47 ... � 51 46 4 50 9 I..,...n. N4 )I.. T 44 .9 $TA 23+ 3.83 PRC 2 442: 6 3.w TA 239 1 = ST 14 +77 .3 TP 442.83 .� II IIIIk ,,. „ 2 n14879 I, , I.I, [g PROP 12 DIP WATER MAIN 013 3C r {! ..i 0- TC 442.19 Rc80 r 41.6 91fi T +62.48 STA 13+40.10 PRC -1� �' - 3 CB #1 W=7.0' H-6.22' T 442.13 D1 TC 439.06 L I'' J4INV432.34 n11A 9�81 D 9° 2 / STA 10+44.37 TC 439.13 / INV 431.68 ,(h CB #2 W=5.0' H=6.95' /r 441 45 44 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, 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 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD 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. 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. 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 THEES CONCERNED THE TO NOTIFY THE OWNERS D THE UTILITIES OR EFORE R WORK. MARK BY r ENGINE A FAJA nu 11 1wilil (PRIVATE STREET) REVISIONS 050/o w TC 442.19N}}Y PROP 8" VCP SEWER MAIN , Y 14 1� 37 39 38 } 40 ' Ar Ys m U cc - 445 LT SEE SHEET 3 _. -... TOP OF CURB F.S. (TYP) Loom�41 Owin L=25.01' + CN n m v w� SEE SHEET 3 vapat xcDo MEDIAN ELEVATIONS 0.5oo�ro �u-zLm)N30 oc� morn w U m �mN to X-GUTTER FLOWLINE - 440 LT I + co H N a m HH� m ampTC @ 16.00' LT ~ fIn-L) I*M N �M +m �� ++n ��„� cV V a ? Hd R co N CD + 1:14 ^�V � N co vrn -445C/L a as a Na OL of �a la-�a avv mI- mrnH a- n Cnnoi CO F- PVI. ELEV 443.26 PVI 15+00 16+00 v0 z FL c.ac TC 443.09 "� I L 442.w42/. STA 15+06 13 EC FL -- . 9 44 TC 443.06 STA 16+44. FL 442.56 STA 16+19.05 BC TP 442.86 184 PCC TP 442.99 FL 442.35 J ^` r 4 E 32 TOP OF CURB F.S. (TYP) 17+00 26 71 EC 27 442.19 18+00 - 440 C/L m U Z 445 RT m OwIn I no UFO M ngV v `r� xC0 C0 > >> LL?UN>O - 440 RT 19+00 24"x24" CONIC CB W/ GRATE TOG 441.53 STA 1 + 7.48 SEE SHEET 5 TC 442.45 FOR STORM DRAIN TP 441.95 QU- TLET MH TOG 439.00 INV 437.00 TC 442.05 P 441.55 INV 438.53 4" CONC CB W/ GRATE 441.53 PROFILE SCALES VERT VI HORIZ 1"=40' LINE DATA COURSE BEARING LENGTH L7 N 82017'14"W 14,46' L8 N 57010'51"W 14.44' L9 N 89044'42"W 20.04' L10 N 00°15'18"E 14.50' L11 N 89°4442"W 31.00' L12 N 00015'18"E 14.50' L13 N 26°19'53"W 4.69' L14 N 63040'07"E 14.50' L15 N 26019'53'W 22.00' L16 N 63040'07"E 14.50' Lt 7 N 26°19'S3 W 27.11' L18 N 10018'30"W 14.50' L19 N 79041'30"E 31.00' L20 N 10018'30"W 14.50' L21 N 79°41'30"E 18.75' L22 N 10°18'30"W 29.26' L23 N 76°17'30"W 46.51' 34jCONSTRUCTION NOTES CONTINUED: 35 . 5r,, r(,t 8 REMOVE EXISTING A.C. AND A.C. DIKE REMOVE EXISTING CONCRETE CURB 10 REMOVE AND REPLACE 6.0' OF EXISTING 3.0' X-GUTTER CONSTRUCTION NOTES: 1O CONSTRUCT 3.5" A.C. OVER 11.5" C.A.B. 11 SAWCUT EXISTING PAVEMENT �2 CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. NO. 201 21 CONSTRUCT GUTTER DEPRESSION PER CITY OF LA QUINTA STD. NO. 330 (CASE 'I �3 CONSTRUCT 6" CURB ONLY PER CITY OF LA QUINTA STD. NO. 210 & STD. NO. 200 INSTALL NO STOPPING SIGN R26(S) PER CALIFORNIA MUTCD FIGURE Q5 CONSTRUCT 16.0' DRIVEWAY PER CITY OF LA QUINTA STD. NO. 2B-24(CA) ON PAGE 226 2W © CONSTRUCT 4.0' VALLEY GUTTER PER DETAIL ON THIS SHEET 2� PAINT 4" WHITE PARKING STALL STRIPE 2® INSTALL YIELD SIGN (TYPE R1-2) PER CALIFORNIA MUTCD SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: BMV. 27.41(N STREET IMPROVEMENT PLAN QR -,-I - O ELEV. 27.94E (NAND U FOR OF ESS/ IVV��IVVJ ��nnWJJ 0 109-70 CHISELED SQUARE Q V`I ON CANAL BRIDGE S.E. THE VILLAGE 01�Ty F CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. ALONG ACKSON ST. FROM 481 VERBENA ROAD ANDALUSIA AT CORAL MOUNTAIN r Z PALM DMT, CA 92260 W. A N THEN 0, MILES /� �}�J Q�J C) m PH: (760) 275-1553 W. ALONG AVE. 50, 45 FT. TRACT NO. J / 2v %�-�--� No. 26662 m WEST OF MADISON ST. NEY, P.E. RCE � AND Ee' s. OF AVE. So. STA 9+48.00 -STA 18+27.48 BRYABRYAN . 49418 Yf EXP. 3-31-20 CITY ENGINEER � CIVIV- PREPA ED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. �r -7 DATE EXP. DATE 9/30/18 DATE: �O �OF Cp,L\ /_ 1/ % SCALE: FOR: �W.O. FILE NO: DATE; SCALE AS SHOWN SCALE: 1" = 40' ( IN FEET) SEAL - CITY APPROVED BY THE CITY OF LA QUINTA �EXTENSION MODEL NO.I C I WEIGHT MODEL NO. s8 5' 2 53 54 PROFILE SCALES VERT 1"=4' HORIZ 1"=40' UNDERGROUND SERVICE ALERT CALL TOLL FREE t 811 AAe 430 - 420 - Q1o=8.76 CFS Q1oo=15.12 CFS V1o=9.28 CFS V1oo=10.37 CFS 10+00 48 1 STA439.06 00 Y INV 432.34 CB #1 W=7 0'.H=6.22' ` 0100=15.12 CFS { Q1o=8.76 CFS � • ' lU 47Y . e, 44 11+00 Q1o=13.46 CFS Q1oo=24.81 CFS V,o=8.23 CFS V,00=9.20 CFS 12+00 rv,PTu I^ ^• ^l IklM ^%OrM �V/Y hA no A N.I 13+00 GOLF COURSE 44 45 CONSTRUCT 18" HDPE STORM DRAIN I 9.83 �5! INV IN 427.90 342 INV OUT 427.90 N 49°48'06"E 18°p0'Op" TMH 438.20 33.6T 1 N 44 BOTTOM 422.20 \ 0.50 o� l _ J FL- B SEE DETAIL "A" 13 0 50D/D " FL028 CONSTRUCT 24" HDPE STORM DRAIN 1 TC 39.13 1 INV 431.68 1 CB #2 W=5.0' H=6.95' Q1oo=9.69 CFS Q1o=4.70 CFS 1 1 1 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, 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 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD RESPONSIBLE FOR ASSURING THE IS RE A E RESULTING FROM EXISTENCE OF HARMLESS FOR ANY DAMAGES SU UNDERSIGNED HARMLESS FOR ANY DAMAGES ACCURACY AND ACCEPTABILITY THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO OU RESULTING FROM EXISTENCE OF UNDERGROUND RE HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS HE UNDERSIGNED, UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THERECORDS ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED, THE CONTRACTOR IS REQUIRED TO TAKE DUE EXAMINED. THE CONTRACTOR IS REQUIRED CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. MENOMONEE 14+00 STA 13+ 9.02 INV 2 . I I , I MODEL 40. I RATING I D I WEIGHT I iDY iiIY 9D4424-DIT IFITiAl D�24' 24' gRECTL'YI INTO BOX T (OPTIONAL) 18'X31' THIN ~ WALL KNOCKOUTS. SLEDGE OUT AS INSIDE , EIGHT OUTSIDE B HEIGHTREgJIRED. Box OF BOX (rw. 4 PLACES) v 2'-10' ■ FRAME AND GRATE ASSEMBLY AVALIABLE EXNAL N C( \/ IN TRAFFIC OR PEDESTRIAN MODELS. HEIGHT IN FRAME AND SOLID COVER ASSEMBLY AVPLIABLE T IN TRAFFIC OR PEDESTRIAN MODELS. ■DESIGN FOR H-n044 BRIDGE LOADING. ■ ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES CONFIGURATION: FOR SPECIFIC CONFIGURATION, CALL JENSEN PRECAST. ■ ASSEMBLY TO BE PLACED ON A S' BASE OF CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 24" X 24" CONTACT JENSEN PRECAST. DRAIN INLET 'FrOmm" _--- D12424 N WEIGHT 24" CATCH BASIN DETAIL MODEL NO, R5383603 S' S20 L!)f g383B30 30' +2' ]74B lHi O RS383812 12' 1030 LBS g36364e 4B' 34' 4752 U. + v *BOX ONLY 430 0 c7 w EXISTING GROUND OVER STORM DRAIN FRAME AND GRATE MODEL NO RATING D WEIGHT - G7 i O U442 o SG3078-DIP 1 n LBL - + a Q1o=4.58 CFS - 442 S07B]B-qT TRAF,TC 3' 2lHA o Q1oo=7.71 CFS FRAME CAN BE CAST Q `�(n = V1o=12.13 CFS DIRECTLY INTO BOX (OPTIONAL) 441 - V10o=13.89 CFS - 441 Ju 36' 36. O O }r 31' ROUND THIN 440 - a - 440 I I INOUTSIDE WALL KNOCKOUT. 9 OUT AS O , () OF BOX HGL,00 �� 439 - - 439 m s, 0 os33 4. GOLF COURSE LAKE 438 - ; - 438 V 420.60± - - - Z DO 4'-Oe 4'-Oe OPTION - 420 V EXTENSION HEq T 437 - Q,o=1.42 cFS z> - 437 Q1oo=2.44 CFS V 1o=7.63 CFS • INAND G�TE ASSEMBLY TRAFFIC OR PEDESTRIAN MODELS CONFIGURATION ■ ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES CCPON FOR SPECIFIC CONFIGURATION, Woo=9.88 CFS ■ FRAME AND SOLID COVER ASSEMBLY AVALIABLE JENSENON CONSTRUCT 12" HDPE STORM DRAIN PROFILE SCALES IN TRAFFIC OR PEDESTRIAN MODELS. > z V ERT 1 "=2' ■ DESIGN FOR H-2044 BRIDGE LOADING. L=40.00' - HORIZ 1"=20' ■ ASSEMBLY TO BE PLACED ON A S' BASE OF CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION 36x 3 �r 10+00 10+50 DRAIN INLET FOR COMPLETE DESIGN AND PRODUCT INFORMATION • CONTACT JENSEN PRECAST D13636 --- nsem Q1o=13.46 CFS Q1oo=24.81 CFS V1o=11.18 CFS Vtoo=13.41 CFS BOX ;EQUAL 1�GROUTED S" ROCK 1 LAKE SCALE: 1" = 40' ( IN FEET) SEAL - CITY APPROVED BY THE CITY OF LA QUINTA EXIST. GROUN TOG 441.53 INV 438.53 Q1o=1.42 CFS Q1oo=2.44 CFS SCALE 1 "=20' SECTION "B"' - "B" EMERGENCY OVERFLOW N TS 5' 5' 5' SECTION "C" - "C" N TS SEAL - ENGINEER 4j v VZ J j w n � N . 2 � 0 6662 K BRYA--�EY P.E. RCE NO.49418 EXP. 3-31-20 CITY ENGINEER 0) CIVIL \P REVISIONS APPR DATE EXP. DATE 9130/18 DATE: Z7 �OF CALT�e' STA 13+76.02 36" CATCH BASIN DETAIL 1O RING AND COVER PER R.C.F.C. STD. DRAWING NO. MH 255 0 MANHOLE CONE (3.0' HIGH) O PRECAST LINER 48" I.D. 48" I.D. PRECAST PERFORATED PRECAST LINER 0 3/8" CLEAN AND WASHED ROCK NON -WOVEN FILTER FABRIC PER CALTRANS STD. SPEC. STORM DRAIN MANHOLE 88-1.03 BETWEN ROCK AND UNDISTURBED SOIL DETAIL "A" © 4" THICK CONCRETE SLURRY (3 SACK) BASE N TS CONSTRUCTION NOTES: Q CONSTRUCT CATCH BASIN PER CITY OF LA QUINTA STD. NO. 300 13 CONSTRUCT 24" HDPE DUAL WALL STORM DRAIN 14 CONSTRUCT 18" HDPE DUAL WALL STORM DRAIN 15 CONSTRUCT 12" HDPE DUAL WALL STORM DRAIN 1g CONSTRUCT 24"x24" PRECAST CONCRETE CATCH BASIN WITH TRAFFIC GRATE, JENSEN OR EQUAL CONSTRUCT 3.0'x3.0' PRECAST CONCRETE BOX OUTLET W/ PARKWAY GRATE, JENSEN OR EQUAL 18 CONSTRUCT 4.0' DIAMETER MANHOLE PER DETAIL "A" 19 CONSTRUCT 12" HDPE WYE BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: ISM NP.D. Ia M M n I� n \\ O Iln (N ELEV. 27.94141 (NAND 29) 109-70 CHISELED SQUARE STREET IMPROVEMENT PLAN FOR uV uV uV W U uu uu W u u uu ON CANAL BRIDGE S.E. THE VILLAGE CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. ALONG JACKSON ST. FROM ANDALUSIA AT CORAL MOUNTAIN 48-725 VERBENA ROAD PALM DESERT CA 92250 HWY. 111. THEN 2.0 MILES TRACT N0.37287 PH: (780) 275-1553 W. ALONG AVE. 50, 45 FT. WEST OF MADISON ST. STORM DRAIN PLAN AND 18' S. OF AVE. 50. STA 10+00.00 - STA 15+25.97 IN THE NW 1/4 OF SECTION 27, TA.S., R.7.E., S.B.M. OF 5 SHTS. PREPA&ED BY: LLOYD W. WATSON R.C.E. NO. 26662 SCALE: FOR: W.O. FILE NO: DATE: SCALE AS SHOWN