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14017GENERAL NOTES IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 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 ROUGH GRADING PLAN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CRY OF ARCHEOLOGICAL/ LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE PALEOLOGICAL MONITOR RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL WORKS ADDITIONALSTUD EISGANTHE LIE OF CONSTRCTON D/ORF PERMITS MAY UBEI REQUIRED. FOR THE PROJECT. APPLITRACT N O . 3 6 5 3 7 THE I NATURE 3550 EE FLORIDAIAVE, SUITE H GRADING NOTES (CONT D) HEMET, CA 92544 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BUY THE CITY OF LA PORTION OF THE S 1/2 OF THE NE 1/4 OF THE SE 1/4 OF SEC. 21, T. 6 .S., R. 7 E., S.B.B. & M. PH: (951) 837-6401 QUINTA OR OTHER GOVERNING AGENCIES. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS CONTACT: VANESSA MIRRO AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADYWAY SUBBASE. Vmirro®appliedearthworks.com 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS 1 P,M. DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL 20426 PARCED. CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL II SHEET INDEX NOTES AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PALCED.'I �I 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION I I iQ TITLE SHEET / INDEX MAP 01 EXISTING MASONRY BLOCK WALL PROTECT IN PLACE APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS TO THE NORMAL REPRESENTATIVE SAMPLINGS.02 a DEMOLITION PIAN ❑2 EXISTING GOLF CART PATH PROTECT IN PLACE (W=±B') OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO 03 SECTIONS 03 PROPOSED PERIMETER MASONRY BLOCK WALL PER OFF-SITE PERIMETER BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER hyll HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE I 1� 1 ® ROUGH GRADING PLAN IMPROVEMENT PLAN (H=6', 1YP.) IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND uB Q' I I 4 PROPOSED MEADERING SIDEWALK (GOLF CART PATH) PER OFF-SITE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR CONE OR NUCLEAR DENSITY GAGE AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT ca I 7�� �: 05 ROUGH GRADING PLAN M I PERIMETER IMPROVEMENT PLAN RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF O ® li 1 1 ® © ROUGH GRADING PLAN THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. ® 05 PROPOSED PERIMETER MASONRY BLOCK WALL PER OFF-SITE PERIMETER i I Q ROUGH GRADING PLAN IMPROVEMENT PLAN (H=8', 6' WALL PLUS 2' MAX. RETAINING) 7. THE CITY ENGINEER SHALL APPROVED THE DESIGN AND INSTALLATION OF ALL ® STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND 6= © HORIZONTAL CONTROL PLAN © EXISTING CHAINUNK FENCE TO BE USED FOR DUST CONTROL PURPOSES PAVEMENT MARKERS TYPE AND LOCATIONS. INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: M 0 I LP AND REMOVED WITH INSTALLATION OF PERIMETER WALL C.4 CB -B7 9 HORIZONTAL CONTROL PLAN SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. in _ y Q1D01o1 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH n CO) I 010=3.9 \ P.M. 20426 D EXISTING TREE PROTECT IN PLACE MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER 1 GOLF COURSE [] SECONDARY OVERFLOW THROUGH WALL DRAINAGE PER OFF -SRT TRACT NO. 1 REPLACEMENT SHALL BE DONE BY REGISTERED CIVIL ENGINEER WITH AN RCE NUMBER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE z PERIMETER WALL IMPROVEMENT PLAN BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. INTENDED USE. �� I 36537-2- 1, -TRACT NO. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE OF HALF 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE e m I �. 36537-1 MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIOD AS BUILDING PERMIT(S). FOLLOWS: 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF OCTOBER IST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAAM TO 5:30PM STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT MAY IST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM IMPROVEMENTSBY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE Of \ 1 CB A15 STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, I Q100=6.1 WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO \ CB B6 1 010-2.8 P.M. 20909 CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. r..\ 0100-8.4 \ J STREET 'Co -- GOLF COURSE 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, 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES r\� UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ti NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 19. ALL FILL SLOPES WITH HEIGHTS OF 3 FEET OR HIGHER ARE PLANTED WITH AN �� \ - \ CB -A13 1 C8 -A14 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE APPROVED GROUND COVER TO MINIMIZE EROSION. QtD=0.1 I 0100=3.6 CITY ENGINEER. 1 010=1.6 • ..GI 0 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS UTILITIES �x Q10=265 DEPOSITED E THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE WATER,COACHSE VALLEY WATER DISTRICT ............. 760 398-2651 1 \ I W' 1 \ i DONE TO THE SATISFACTION OF THE CITY ENGINEER. WATER, SEWER AND IRRIGATION: - T�L ( ) \ LL 1 ICI Al2 CB -C8 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN 1 CB -B4 h -I Q10=1.5 - QIO=Z6 ELECTRIC: CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND IMPERIAL IRRIGATION DISTRICT ....................... (800) 303-7756 0100=1• 5 y1 I Q10=1.5� CB-C7� �\Q10=2.8 DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO 1 Q -C-417 C13-132-9 Q100=4.6 TELEPHONE: �♦ 0100=06 CB A9 C8 -A10 Q102.1 J ELIMINATE ANY HAZARDS. r -� �� 010=03 0100=1.2 1 CB -Ci GI -C6 I VERIZON......................................................... (800) 483-5000 ! _ a 010-0.5 Q100-1.5 Q100=0.8 Q100=3.5 12. CONSTRUCTION PROJECTS DISTURBING MIRE THAN 1 -ACRE MUST OBTAIN A STREET. --�.J QIO OJ __ QI0=O.4' CB -C3. ,.0-1.7 NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT. TTHE GAS COMPANY ........................................ (800) 303-7756 O - -0100-10- OQNERS/DEVELOPERS ARE REQUITED TO: A) FILE A NOTICE OF INTENT (N01) WITH THE O a 1 CB -83 . -- __.._ - .np. STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE STORM WATER CABLE: pe 4 .0100=1.4 CB- -1 CB- $',`` - .Q10=0)�/ POLLUTION PREVENTION PLAN (SWPPP); AND CO HAVE MONITORING PLAN FOR THE SITE. TIME WARNER ................................................. (760) 340-1312 Cm 1 0100.7 Q10=0.5 00 1.0 Qt 0 1.9 ! 0100=0.8 SET 'A+ % y O I 010-0.4 THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS �, Q, 1 GI -A7 Q10-0.9 CB -C4 C; 0 CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE 10 Q100=0.6 - 0100=1.0 1 I - 32C SWRCB. 010 0.3 10 0.5 / Q100-0.2 < OWNER /DEVELOPER O _ O / B 6 - % ! Q10 -o.1 5927 PRIESTLY DRIVE ,SUITE 110 ! � GI A5 GI A6 j GRADING NOTES CALIFORNIA WEST COMMUNITIES Q100 1.8 0100-17 Q10 -D.9.. Al TI / 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS CARLSBAD, CA 92008 I GI A3 GI -A4 OF THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. T2572-22-01 PH: (760) 918-6768 0100-0.4 -Q100-1.2 \ DATED DECEMBER 20, 2013. FAX: (760) 918-6749 ----- 1 CB -D4 �� 010=0:2 '.010=0.5 x-� CITY of LA QUINTA y PREPARED BY: GEOCON WEST, INC. CONTACT: MICHAEL LAKE I \ , Q100 4.2 ' CB D2 / ( Plan Set No. I Q10-1.9 CB F3 j P TELEPHONE NO.: 951) 304-2300 1 S Q140a�4 C13 -E2 CB -A1 CB -A2 CB F1 Q100-4.6 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE \ \ ''� 0100=1.9 Q100=1.3 Q100-21 5100-1.8 010 21 �/� \ 010 09 010=0.7 010=10 Q10 1.5 / P SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH FLOOD ZONE DESIGNATION ° �� -•-I -- -CB-D3 _ _ THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. , Q10=281 PANEL 2244 OF 3805, MAP N0. 06065C2244G, DATED 8-28-08 - CB -01 - � 01001.9 CB -E1 - -`- - - CB F4 3. THE DESIGN CML ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING FLOOD ZONE DESIGNATION: ZONE X QIO=o.9 Q100=1.9 STREET 'E+ CB -F2 0100=6.0 GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SECONDARY OVERFLOW THROUGH 010=0.9 Q100=2.4 Q10=23 SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. WALL OPENINGS PER CITY OF LA 010 1.1 BASIS OF BEARINGS QUINTA PLAN SET NO. 11012, 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF WS ELEV. = 484.5 �� I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE THE BEARINGS SHOWN HEREON ARE BASED UPON THE EASTERLY RIGHT-OF-WAY LINE OF PGA BOULEVARD AS SHOWN BY TRACT a pRIVA'% PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. NO. 29421, M.B. 297/54-57, BEING NORTH 3'46'5Y WEST. - PGA_ BOULEVARD / 4R. N0. 2259-1 - - 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED AS RECOMMENDED BY �- -. '45 - .. 4R. NO. 29421 / �- THE SOILS REPORT, INCLUDING REMOVAL OF UNDOCUMENTED FILL AND REMEDIAL ASSESSOR'S PARCEL NO.'S JACK -- GRADING PER SECTION 8.4 OF THE REFERENCED SOILS REPORT. EX. 48" STORM DRAIN TO GOLF COURSE a � 775-220-021 � v, A�/S INDEX MAP PROP. 54" STORM DRAIN UPSIZE p� pp,,�� 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. ' �'/ •TV - OFF-SITE RETENTION: Niq - SCALE 1"=150' 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90' RELATIVE DENSITY PER A.S.T.M. WDID # POND 1 TR. NO. 25444 SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 7 33C368542 100 YEAR VOLUME REQUIRED = 20.8 AC -FT ° T00 YEAR WS ELEV = 471.60 B. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2' DRAINAGE SHALL BE A MINIMUM OF 500 YEAR VOLUME REQUIRED = 28.5 AC -FT 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL r 500 YEAR WS ELEV = PROVIDED CONSTRUCTION NOTES &ESTIMATED QUANTITIES 0 E OF ALES SHALL BE 050i SOILS ENGINEER CERTIFICATE MAXIMUM VOLUME PROVIDED = 29.5 AC -FT SLOPES. THE MINIMUM SLP SW e. ROUGH GRADING PLAN UNIT QUANTITY MAXIMUM WS ELEV = 473.00 CONSTRUCT 4" THICK PCC CONCRETE MODIFIED MEANDERING SIDEWALK PER CITY STD. DWG. SF 548 NO. 200, 241 & 245 (W=6') THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT SHE HAS 31 CONSTRUCT MASONRY GARDEN WALL PER STRUCTURAL ENGINEER'S PLAN SF 4,116 Q100 (PER SEPARATE PERMIT) 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF RECEIVED THIS GRADING PLAN AND FOUND IT TO BE IN SUB- CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL ENGINEER'S PLAN SF 5,478 TF (PER SEPARATE PERMIT) © MAXIMUM DENSITY AS DETERMINED BY THE CALIFORNIA BUILDING CODE SECTION 7010 STANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED CONSTRUCT COMBINATION MASONRY BLOCK / RETAINING WALL PER STRUCTURAL ENGINEER'S EARTHWORK QUANTITY ESTIMATE 23,526 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE IN THE GEOTECHNICAL ENGINEERING REPORT BY GEOCON WEST, TB AVENUE 54 SECTION FL FL DETERMINED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE SECTION 7002, OR INC., PROJECT NO. T2572-22-01, DATED DECEMBER 20, 2013. N DISTURBED AREA =41.95 ACRES CUT FILL EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. FINISHED GRADE & MASS EXCAVATION (RAW) 137,143 CY* 58,231 CY 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS PER SOIL GEOCON WEST, INC. �9� SHRINKAGE (20%) CLEARING & GRUBBING (0.1') -27,429 - 6,768 CY CY 0 0 CY CY REPORT. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO 41571 CORNING PLACE, SUITE 101 w USA A. ,4 SUBSIDENCE (0.2') - 9,459 CY 4,734 CY DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE MURRIETA, CA 92562-7065 ¢ BOULEVARD BAnTTuBTo NO.7512 * PAD OVEREXCAVATION ® 4' 155,639 CY 186,767 CY FINAL STREET SECTION. THE EXISTING SURFACE SOILS WITHIN THE BUILDING PAD AND 951 304-2300 ( ) , „ 0512x105 Q WEISKOPF HP HIGH POINT EX. 3PARTY FOUNDATION AREAS SHOULD BE OVER -EXCAVATED TO A MINIMUM OF 5 FEET BELOW TYR `"•ni9 a- NET TOTALS 249,126 CY 249,732 CY AVENUE 58 EXISTING ELEVATION P2 460.00 PROPOSED ELEVATION TRACT BOUNDARY A # ROUGH GRADING PLAN UNIT QUANTITY 30 CONSTRUCT 4" THICK PCC CONCRETE MODIFIED MEANDERING SIDEWALK PER CITY STD. DWG. SF 548 NO. 200, 241 & 245 (W=6') PROP. Q PROPOSED PEAK ROW (CFS) 31 CONSTRUCT MASONRY GARDEN WALL PER STRUCTURAL ENGINEER'S PLAN SF 4,116 Q100 (PER SEPARATE PERMIT) GOLF CART PATH 3© CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL ENGINEER'S PLAN SF 5,478 TF (PER SEPARATE PERMIT) © SHEET INDEX NUMBER 3© CONSTRUCT COMBINATION MASONRY BLOCK / RETAINING WALL PER STRUCTURAL ENGINEER'S SF 23,526 Il PLAN (PER SEPARATE PERMIT) Y Er EXISTING GRADE OR A MINIMUM OF 3 FEET BELOW THE FOOTING LEVEL (WHICHEVER IS -e� ' OFC CAS\FO LOWER), AND SHALL INCLUDE REMOVAL OF ALL UNDOCUMENTED FILL AND LOOSE ALLUVIUM. �� /!� � `3�'f / ESTIMATED IMPORT 606 CY NOTE: ALL CONCRETE SPECIFICATIONS PER CITY STD. DWG. N0. 200 NOTE: THE FINAL OVER EXCAVATION LIMITS AND REQUIREMENTS SHALL BE DICTATED BY LISA BATTIATO, CEG DATE THE SOILS ENGINEER PRIOR TO COMMENCING ROUGH GRADING OPERATION. *INCLUDES REMOVAL OF UNDOCUMENTED FILLS AND LOOSE ALLUVIUM DEMOLITION PLAN CONSTRUCTION NOTES AND ESTIMATED QUANTITIES ON SHEET N0. 3. PREPARED UNDER THE DIRECTION OF - UNDERGROUND SERVICE ALERT CALL TOLL FREE: 1-800 227-2600 TWO WOPNOW DAYS BEFORE YOU [NO PLANNING & ZONING COMPLIANCE ArOMMUWTY DEVELOPMENT DIRECTOR CITY OF LA QUINTA VICINITY MAP NTS LEGEND/ABBREVIATION MAX. MAXIMUM PROPOSED 2:1 SLOPE MIN. MINIMUM AVENUE 52 PROP. Q PROPOSED PEAK ROW (CFS) PROPOSED SIDEWALK / Q100 100 YEAR STORM PEAK FLOW (CFS) GOLF CART PATH CFS N AVENUE 53 TF TOP OF FOOTING © SHEET INDEX NUMBER TRW TOP OF RETAINING WALL TW TOP OF WALL Y Er TB AVENUE 54 SECTION FL FL I p J 1 1 N TC TOP OF CURB ]� PROJECT FG FINISHED GRADE & EXISTING CURB/GUTTER FS FINISHED SURFACE R/W RIGHT-OF-WAY --- STREET CENTERUNE SITE PROPERTY LINE z Q � AIRPORT T � BEGIN OF CURVE EC a NOTE PRC POINT OF REVERSE CURVE PGA EXISTING SANITARY SEWER PCC BOULEVARD WEST EX 18"W- - EXISTING WATER MAIN EX. EXISTING EX. SG -- EXISTING GAS GB ,p0`�JS WEISKOPF HP HIGH POINT EX. 3PARTY EXISTING IID, VERIZON & CAN TYR TYPICAL a- SECONDARY SURFACE OVERFLOW INT. INTERSECTION AVENUE 58 EXISTING ELEVATION STREET SURFACE DIRECTION OF ROW 460.00 PROPOSED ELEVATION TRACT BOUNDARY A VICINITY MAP NTS LEGEND/ABBREVIATION MAX. MAXIMUM PROPOSED 2:1 SLOPE MIN. MINIMUM (UNLESS (UNLESS OTHERWISE SHOWN) PROP. Q PROPOSED PEAK ROW (CFS) PROPOSED SIDEWALK / Q100 100 YEAR STORM PEAK FLOW (CFS) GOLF CART PATH CFS CUBIC FEET PER SECOND ROUGH GRADING PLAN TF TOP OF FOOTING © SHEET INDEX NUMBER TRW TOP OF RETAINING WALL TW TOP OF WALL Y Er TB TRACT BOUNDARY SECTION FL FL FLOWLINE 1 1 TC TOP OF CURB L J FG FINISHED GRADE EXISTING CURB/GUTTER FS FINISHED SURFACE R/W RIGHT-OF-WAY --- STREET CENTERUNE PL PROPERTY LINE O CONSTRUCTION NOTE BC BEGIN OF CURVE EC END OF CURVE1❑ NOTE PRC POINT OF REVERSE CURVE EX 1555 EXISTING SANITARY SEWER PCC POINT OF COMPOUND CURVE CENTERLINE EX 18"W- - EXISTING WATER MAIN EX. EXISTING EX. SG -- EXISTING GAS GB GRADE BREAK HP HIGH POINT EX. 3PARTY EXISTING IID, VERIZON & CAN TYR TYPICAL a- SECONDARY SURFACE OVERFLOW INT. INTERSECTION (460.00) EXISTING ELEVATION STREET SURFACE DIRECTION OF ROW 460.00 PROPOSED ELEVATION TRACT BOUNDARY A DELTA R RADIUS RIGHT-OF-WAY L LENGTH PERIMETER MASONRY SCREEN WALL T TANGENT SF SQUARE FEET PERIMETER MASONRY SCREEN / LF LINEAR FEET RETAINING WALL EA EACH RETAINING WALL ST. STREET L5 SIDEWALK LINE DATA TABLE NUMBER C CUT C5 SIDEWALK CURVE DATA TABLE NUMBER DAYLIGHT UNE CB CATCH BASIN F FILL GI GRATE INLET GRAPHIC SCALE 150 0 75 150 300 600 (IN FEET ) 1 inch = 150 ft. UNDERGROUND UTILITIES CA CODE SECTION 4216-4216.9 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTIUTY COMPANIES AT THE JOB SITE, FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SUITE 200 BRED„ CA 92621 1-(800) 227-2600 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 04 9, B6i R+°.aw°.M N THE CITY OF LA QUINTA, STATE OF CALIFORNIA QpOFESS/p DATE: moRSE s�Ire zle ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY 'ti9V ROUGH GRADING PLAN OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE 2�" Y,E-Y C. F. �� Palm o..+H, CA 92211 TRACT NO. 36537 THE SIGNATURE SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ti� P2� Zc STANLEY C. M SE EXP. DATE 9 30 15 SCHutTZ Voi<e: 160-619-5)16 f THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. `� No. 20596 m m R.C.E. 20596 1 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT mdelaquintc°mdeco:°ultinB.nM RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL Exp. 9-30-15 APPROVED BY: OF_SHTS. REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * * P L A N N E R S E N G I N E E R S S U R V E Y O IRS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM Ln, QIVIL �p '-jT DATE: TITLE SHEET / SHEET INDEX MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PFS CAL\Fd� B •//1�/U(A.�.Q1� SCALE: SEE ABOVE BENCH MARK: UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE POR. OF THE S1/2 OF THE NEI/4 OF THE SEI/4 OF SEC. 21, T.6S., R.7E. S.B.B&M. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM THY R. ONA N EXP. DATE 12 31 14 DATE: DEC. 2013 CRY B.M. HJB - FD. 1.SR CDPPEAWEW STAMPED 'LS --96, FLUSH, CL INT. AVE. 54 & JEFFERSON CONCERNED BEFORE STARTING WORK. PW DIRECT CI ENGINEER R.C.E. 45643 ST. EUV. 505.467. awrOUR DATUM IS SEA UVLL PWS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: CALIFORNIA WEST COMMUNITIES W.O. No: I.\84500\RG\RG- .dwg 3/13/1