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PG2017-0010 AS-BUILTSGRADING NOTES: GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE 1, GRADING SHALL BE IN ACCORDANCE WITH THE ENGINNELRED GRADING STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. REPORT No. 18741116 , DATED JANUARY 17, 2017 _ PREPARED 760 243-1436 BY: PATEL AND ASSOCIATES, INC. , TELEPHONE No.� 2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES WITH THE PLANS, SPECIFICATIONS, AMD CODE WITHIN THEIR PURVIEW. FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3 THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, LA QUINTA OR OTHER GOVERNING AGENCIES. SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS 4, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL DEPARTMENT FORTY—EIGHT (48) HOURS PRIOR TO ANY GRANDING, BRUSHING, BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT OR CLEARING AND EACH PHASE OF CONSTRUCTION AT 760 ( ) 777-7048 PROPERTY. 5, THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED 7-0 A MINIMUM OF 6" APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT ON THE ENTIRE SITE OR AD RECOMMENDED BY THE SOILS REPORT. LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ACRESS TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 6, THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT, 6, THE CONTRACTOR SHALL BE RESPCNSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. MINIMUM BUILDING PAD DRAINAGE SHALL. BE 2%. DRAINAGE SHALL BE A 7, THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, TOP OF CUT OR FILL SLOPES THL MINIMUM SLOPE OF SWALES SHALL BE AND PAVEMENT MARKERS TYPE AND LOCATION. 0.50%. 8, THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR 9, ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF BENCH MARKS NOTED ON THE PLANS OF FOUND DURING CONSTRUCTION. THE MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE REMOVAL AND REPLACEMENT SHELL BE DONE BY A REGISTERED CIVIL SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD ENGINEER WITH AN R.C.E. NUMBERS BELOW 33,966, OR A LICENSED LAND DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING SURVEYOR ONLY, CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 9, CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE 10, ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" OVER 6" HALF MILE OF HUMAN OCCUPANCY SHALL ICE PERFORMED ONLY DURING THE CRUSHED A.B. ADDITIONAL SOILS TEST(SC SHALL BE REQUIRED AFTER ROUGH TIME PERIODS AS FOLLOWS: GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7: OOAM TO 5: 30PM 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00AM TO 7:00PM AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL 12 LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS HOLIDAYS. ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY OF ALL FILL PLACED TESTING IN ARRAS OF CRITICAL NATURE OF SPECIAL CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE SAMPLINGS. CITY ENGINEER. IS THE FINAL COMPACTION REPORT AND APPROVAL_ FROM THE SOILS ENGINEER NO LANE CLOSURES SMALL BE PERMITTED OR ALLOWED ON ANY CITY STREET SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED EACH TEST SHALL BEFORE 8:30AV AND AFTER 3:30PM UNLESS AUTHORIZATION 10 DO SO IS BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY GRANTED BY THE CITY ENGINEER. WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO 10, ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TECHNICIAN. TO BE DONE TO THE SATISFACTION OF THE THE CITY ENGINEER. 14, ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE AND 11. ALL CONSTRUCTION AREAS SHAL BE PROPERLY POSTED AND LIGHTED IN INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 15, THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECTS SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1—ACRE MUST OBTAIN A SUITABLE FOR THE INTENDED USE. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUITED TO: 16, BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE A) FILE A NOTICE OF INTENT (NOI) EiTH THE STATE WATER RESOURCES FOR SEPARATE BUILDING PERMIT(S). CONTROL. BOARD (SWRCB); 9) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE 17 THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON —POINT STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL IMPLEMENTED AND ENFORCED BY THE SWRCB. ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT IN THE PRESENCE OF THE CITY INSPECTOR A PERFORMANCE TEST DEIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL 5 4 MEASURES AS REQUIRED THE FUGITIVE DUST CONTROL PLAN APPROVED FOR A V E N U E I - - - - THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. LEGEND: PGA WEST LA QUINTA , CALIFORNIA PORTION LOT 4, PORTION PARCEL 2, PORTION LOT C - TRACT 29800 PRECISE GRADING PLAN PROJECT No. SDP2017=0003 o� -- PROPOSED C/L -EX R/W----- EXISTING R/W NORTH - --- - PROPOSED C&G EXISTING EASEMENT r TA BE PEBBLE H R/W PROPOSED R/W -EX CL - EXISTING C/L z � PROPOSED PUE UTILITY LINE W: WATER MAIN, S: SEWER MAIN, RNo C)a D PE�� 44\V 0 -- - PROPOSED LOT LINE II T: TELEPHONE SL�RAIN 10ELECTRICAL, g D kNN PROPOSED BOUNDARY --... ;I. .....-. ; .... rn P E EXISTING CURB AND GUTTER CONSTRUCT COMBINATION GARDEN/RETAINING WALL EXISTING FENCE CONSTRUCT GARDEN WALL WITH PGA WEST p�NEH�RS C PROJECT LOCATION z SECTION 16, T6S, R7E, S.B.M. VICINITY MAP N TS SOILS ENGINEER: C!!kp APPROVAL BY : Know what's below. NAME STI=PHEN MICHAEL POOLE Cal before you dig. P.E. No. 692 A 1HANDRAL & BOCCE BALL ADA COMPLIANCE 1 5/9/19 1 T.S. REV. I DESCRIPTION I DATE I BY TUBULAR STEEL VIEW FENCE UTILITIES: WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 O�Essjo ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 '1 GAS THE GAS COMPANY 800 427-2200 TELEPHONE VERIZON �800 4835000 7 0 CABLE: T,V. TIME WARNER (760) 340-1312 m USA UNDERGROUND SERVICE ALERT (800) 227-2600 + No.692 � SHEET INDEX P ; 1. TITLE SHEET. ....................... ................................................. TS-1 N 2. GRADING PLAN ............. ....... ................................................. .PG-1 3. GRADING PLAN ............................ .............................. ............ PG-2 4. GRADING PLAN ............ ..................... ................ ..................... PG-3 5. GRADING DETAILS... .............................. ................................ PG-4 6. DIMENSION PLAN.............................................................:.....DP _1 7. DETAIL SHEET .................... DS 1 ... ....... ... 8. DETAIL SHEET .............................................. ........ .................. DS--2 9. DETAIL SHEET ............................................... ......................... DS-3 DATE: 3/5/1 BASIS OF BEARINGS: THE WEST LINE OF TRACT NO. 28034 BEING N00°12'16"W, MB 258/69-70 BENCHMARK: 2.5 MILES SOUTH OF HWY. 111 AT JACKSON STREET AREA, 2 MILES W ON AVENUE 50, 45' WEST OF MADISON STREET. CHISELED SQUARE SOUTHEAST WING WALL OF BRIDGE. P.D. 109-70, 1970 ELEVATION: 27.941' DESIGNED BY: R.H.L. DRAWN BY: K.A.L. CHECKED BY: T.A.S. SUBMITTED B)._ JOB# 2016.0242 DATE: 12/11 /2017 5z t�fl� TIMOTHY STARK P.E. No. C76523 (DATE) FIL —m-nT�TnTrnrnT6 Y o Try INDEX MAP N TS S ABBREVATIONS: (E) EAST INV INVERT (N) NORTH L# LINE (S) SOUTH LF LINEAL FEET (W) WEST LP LOW POINT AC ASPHALT CONCRETE MAX. MAXIMUM BC BEGINNING OF CURVE MIN, MINIMUM BCR BEGIN CURB RETURN MOC MID -POINT OF CURVE B0C BACK OF CURB NG NATURAL GROUND BSL BUILDING SETBACK N.T.S. NOT TO SCALE C# CURVE P/L PROPERTY LINE C/L� CENTERLINE PCC POINT OF COMPOUND CURVE C&G CURB AND GUTTER PE PAD ELEVATION C.B. CATCH BASIN PIG POINT OF INTERSECTION/GUTTER FL C.Y. CUBIC YARDS PKWY PARKWAY D DEPTH POC POINT ON CURVE DB DRAIN BOX PRC POINT OF RESERVE CURVE DWG. DRAWING PROP. PROPOSED DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT EA. EACH PVMT PAYMENT EC END OF CURVE R/W RIGHT OF WAY ECR END CURVE RETURN RED. REDUCER 1=LEV ELEVATION S.F. SQUARE FOOT EP EGDE OF PAVEMENT S/W SIDEWALK ESMT. EASEMENT TB TOP OF BERM EX EXISTING TC TOP OF CURB FF FINISHED FLOOR TF TOP OF FOOTING FG FINISHED GRADE TOG TOP OF GRATE FL FLOWLINE TP TOP OF PAVEMENT FS FINISHED SURFACE TRW TOP OF RETAINING WALL GB GRADE BREAK TVF TOP OF VIEW FENCE TIC HANDICAP TW TOP OF WALL HP HIGH POINT TYP. TYPICAL GS GROUND SURFACE W WIDTH EARTHWORK QUANTITIES CUT 1,550 CU, YDS. FILL 2.700 CU. YDS. DOES NOT INCLUDE SWIMMING POOL **USE EXCAVATED DIRT FROM POOL AND *IMPORT 1 450± CU.YDS. GOLF COURSE TO BALANCE EARTH WORK LEGAL DESCRIPTION BEING A PORTION OF LOT 4, LOT 2 AND LOT C OF TRACT 29800, ALSO BEING A PORTION OF THE SW1 /4 OF THE SW 1/4 OF SECTION 16, T6S, R7E, S.B.M. A.P.N. 775-220-027 CUBIT ENGINEERING . 9�3� �0 II� II 16490 WALNUT STREET, SUITE B-3 HESPERIA, CA 92345 (760) 244-2247 LAND SURVEYING I CIVIL ENGINEERING I CONSTRUCTION PAVING NOTES: APPROVED FOR PERMITTING I PLANNING AND ZONING COMPLIANCE DATE GABRIEL PEREZ DATE BUILDING OFFICAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA CONSTRUCTION NOTES: 1, ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THE 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): IIIA-133—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 A BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. A SINGLE 3" 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 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 P.C.C. SUFACES AND THE AC BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1H" CONFORMING TO SECTION 203-3 OF THE STANDARD "GREEN BOOK" SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60--70 AND APPLIED AT A 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 BASE COURSE PAVING OR EQUAL. 4, ALL REMNANT PATCHES OF ASPHALT 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 REPLACES AS REQUIRED BY THE CITY ENGINEER. NOTE TO CONTRACTOR QUANTITY ESTIMATE CUBIT ENGINEERING MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUW'ITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIWIES AND FOR PERMIT PURPOSES ONLY. IT SFIALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSE. CUBIT ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION, NOTE TO CONTRACTOR SITE CONDITIONS CONTRACTCR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR ALSO AGREES TO DEFEND, INDEI&FY, AND HOLD THE OWNER AND CUBIT ENGINEERING HARMLFSS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CUBIT ENGINEERING. NOTE T{J CONTRACTOR EXISTING UTILITIES THE LOCATIONS CF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, CUBIT ENGINFERENG CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN fN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, CUBIT ENGINEERING IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. CUBIT ENGINEERING WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TC COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAND WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF CUBIT ENGINEERING THE CONTRACTOR SHALL NOTIFY CUBIT ENGINEERING PRIOR TO POTHOLING. IF NECESSARY. CUBIT ENGINEERING SHALL REVISE THE PLANS THE CONTRACTOR SHALL IREGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. SITE ALL CONCRETE WORK SHALL BE PER CITY STANDARD 200 SOILS ENGINEER PATEL AND ASSOCIATES, INC. P.O. BOX 1121 VICTORVILLE, CA. 92393 PHONE; (760) 243-1435 FAX: (760) 243-1436 OVER EXCAVATION NOTE OVFR EXCAVATION OF 4' TO 6' BELOW PAD ELEVATION IS REQUIRED EXTENDING 5' BEYOND BUILDING PAD IN ALL DIRECTIONS THEN BACKFILLED IN LIFTS NO VORE THAN 6" COMPACTED OR 8" LOOSE. COMPACTION TESTING WILL BE REQUIRED AT BOTTOM AND EVERY 2' UNTIL TOP OF PAD WITH A MINIMUM RELATIVE COMPACTION OF NINETY PERCENT (90%). CITY O F LA QUINTA APPROVED BY: BRYAN MCKINNEY, PE CITY ENGINEER P.E. No. 49418 CITY OF LA QUINTA DATE EXP. DATE 09-30-2018 REMOVE PORTION EXISTING RETAINING WALL PROTECT IN PLACE CONSTRUCT RAMP PER CITY STD. 250 SEE DETAILS ON SHEET 90F10 ¢ CONSTRUCT RETAINING WALL BY SEPARATE PERMIT, SEE SHEET 8 OF 10 RENOVATE EXISTING RETAINING WALL INSTALL ACO TRENCH DRAINS AND TIE INTO EXISTING DRAIN PIPE SYSTEM, SEE SHEET 8 OF 10 CONSTRUCT 12" GARDEN WALL BY SEPARATE PERMIT CONSTRUCT 4" THICK CONCRETE FLAT WORK CONSTRUCT 6.5' WIDE 4" THICH CONCRE;TF SIDEWALK CONSTRUCT AC PVMT TO MATCH EXISTING AC PVMT SECTIONS (TO BE FIELD VERIFIFD) SAWCUT AND REMOVE EXISTING AC PVMT AND REINSTALL NEW AC PVMT TO MATCH EXISTING WHEN NEW CURB IS CURED OUT EXISTING 16' WIDE GOLF CART ENTRANCE CONSTRUCT STEM WALL BY SEPARATE PERMIT 14 CONSTRUCT STEM FOOTING BY SEPARATE PERMIT QJ5 CONSTRUCT 6" CURB PER CITY STD. 210, SEE SHEET 9 OF 10 REMOVE EXISTING TENNIS COURT CONCRETE INSTALL 8" P.V.C. DRAIN PIPE REMOVE PORTION OF EXISTING CURB REMOVE PORTION EXISTING FRENCH DRAIN SYSTEM Q REMOVE PORTION EXISTING DRAIN SYSTEM 2' INSTALL 36" HIGH WALL MOUNT HAND RAILING PER S.P.P.W.C. STD. 606--4, TYPE TO BE DETERMINED BY ARCHITECT, SEE DETAIL SHEET 10 OF 10 INSTALL 42" HIGH METAL HAND RAILING PER S.P.P.W.C. STD. 606-4, TYPE TO BE DETERMINED BY ARCHITECT, SEE DETAIL SHEET 10 OF 10 INSTALL 24" CATCH BASIN PER DETAIL, SEE SHEET 8 OF 10 24 TIE INTO EXISTING DRAIN LINE CONSTRUCT STEPS WATER TANK AND PUMP SYSTEM FOR SPLASH PARK BY OTHERS BY SEPARATE PERMIT INSTALL HANDICAP PARKING STRIPING AND SIGNAGE PER ADA STANDARDS, SEE DETAILS ON PG--4 U8. DESIGNED BY OTHERS 29 CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 8 OF 10 .�} CONSTRUCT ADA AND CALIFORNIA BUILDING CODE SEE RAMP WITH TURNING LANDING DETAIL SHEET 10 OF 10 1' CONSTRUCT ADA AND CALIFORNIA BUILDING CODE SEE STRAIGHT RAMP RUN DETAIL ON SHEET 10 OF 10 ;�2 CONSTRUCT 36' HIGH RAMP RAILING PER ADA AND CALIFORNIA BUILDING CODE SEE RAMP HANDRAIL DETAIL ON SHEET 10 OF 10 INSTALL FENCE BY OTHERS 34 CONSTRUCT GRADED SWALE 27. MINIMUM FLOWLINE SLOPE AND GRADE TC DRAIN 35 ADJUST TO FINISH GRADE REMOVE EXISTING CONCRETE SIDEWALK 38' INSTALL 3x 1"0 WEEP HOLES FOR DRAINAGE SAWCUT AND REMOVE EXISTING DECORATIVE CONCRETE AND RECONSTRUCT WITH NEW CONCRETE TO PROPOSED FINISHED GRADE ESTIMATE OF QUANTITIES EXISTING RETAINING WALL REMOVAL ........................... 379 LF PROPOSED RETAINING WALL ........................................ 986 LF EXISTING RETAINING WALL RENOVATED ....................... 432 LF EXISTING FRENCH DRAIN REMOVAL ............................. 145 LF PROPOSED TRENCH DRAIN ........................................... 225 EA EXISTING CONCRETE REMOVAL ..................................... 2,767 LF PROPOSED CONCRETE (INCLUDES SIDEWALK) ............. 54,300± SF PROPOSED ASPHALT CONCRETE PAVEMENT ................ 7,735 SF PROPOSED STEM WALL ................................................ 173 LF PROPOSED STEM FOOTING ........................................... 124 LF EXISTING 6" CURH REMOVAL .....................1... 46 LF PROPOSED 6" CURB .................................................... 550 LF EXISTING STORM DRAIN PIPE REMOVAL ...................... 315 LF IPE........................... PROPOSED 8" P.V.C. DRAIN PIPE...., ..... ...... ......... 1,191 LF PROPOSED CATCH BASIN ................. ..... ...................... 4 EA. PROPOSED 6" P.V.C. DRAIN PIPE .............................. 331 LF PROPOSED EXTENDED CURB / CONC. RET. WALL..... 118 LF CASE Nn PGA VILEST PRECISE GRADING PLAN PROJECT No. SDP2017-0003 SHEET 1 PGA WEST SPORTS CLUB p�' 55955 PGA BLVD. 9 LA QUINTA, CA 92253 TITLE SHEET TS--1 APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE DATE GABRIEL PEREZ BUILDING OFFICAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA III III II! 111 111""^••��Ai 111 111 111 111 •III III III III II I II III !I II I I 1 N %W - tll b, W , Y WI W WI ` V' �.. i.. i W V W W Y.. W W W W W 'Y W W IW W/ W W WI W W W w w W W W W w w w l ...w 1J + w W w IIW w` W' W W + + i W- W W L'�•� ...-.- W i W W a W i •{ W' W i �i i w+ + i i W V W W W W V• W W 4� W W + w w W + W W W W w w W W ..,,,}W + '�' W W a i .� •� W , (y W �� '1• 3 wyw•II I � � � 1 1 1 � i I I �I � � � I I € k I � �'\ � � � i ``�� l 'iW "i�il+ I i I !\ � � w i ! � I I Wiy - �1 W 1 \ \ 1 \ EX. PARKING LOT \ \ EX. AC PVMT EX AC PVMT \ 1 15 SCALE: ^I „ 30, SEE DETAA� 15 � ,- i ti I� CONSTRUCTION NOTES: lllfll 11 i i - 1,8 •�, � w W w w w; W w W W w w W a i j. i W W i w w ---� + W w W W W w � - � � REMOVE PORTION EXISTING RETAINING WALL J! �� 1 1 • i W W W W w W W W _ W W ' _ S�- WALL - V PROTECT IN PLACE DETA€L D _ ,� w W ;_ w I ,W f` !�'- E.X � `� � FA _..__ w W W W W w i rr}} R 5 6 OF 10 W L': W I i `, i i i � E � � � � � i ', i i i i i i � i � i i i i W'C\ W � ,, � A ., � .. � CONSTRUCT RAMP PER CITY STD. 250 SEA �.� -(AILS ON SHEET 9 -, i _ J �� OF 10 f `-'__.____-_-_-__�_.__.--..___- ._-�_^._-_.......--•' - � � �"o ,_ �. r~ � r- W �' _ �� UCT RETAINING WALL BY SEPARATE PERMII t- ,r�°,s� �`2 0� C��-� coo CONSTRUCT NG EX A� a 11ti d ...`� .fir f - �V d `, C�f 1 -.-..M �-�;�� V Wi -\ rl G1 C, sr g c� N , �1� d o a a p •> '� F �. (D RENOVATE EXISTING RETAINING WALL r p o �, -. X A C PI o a, '�. ' r,?'�,� '� 6 b, Q �`� 00 u. q`' . ` E X A P T O 9 ,� 1. r `` L ` EX AC PVt� 2 AND TIE INTO EXISTING DRAIN PIPE `•,.. � � !�• �• � 2` n� '9 T F` � � I I INSTALL AC TREK S g g g C C v - SYSTEM,SEE SHEET 8 OF 10 C ( 1EX NC %'�/'� - , `"� �l "J V'I' ...1� �� , f V\ ' EX CQNC, WALK °1 ,,\ W- 0 CH BRAIN �. - - SEPARATE PERMIT CONSTRUCT 12 CONCRETE GARDEN WALL BY SEP R ('] C-.-_.,._.......�_, }fr ':yry...`_,-.....____--�i�,.___-�,.._�..�,,.. ...._._....._ �- R \\ 1pg �'� ''\-'. J `t_ ..._,.__ .r,l %•ry .1 LI � (�_y}� '!, 0 �� -.. G.-. .., �\y� (�� L1.IN I! y� / 1 ..I •! % 1 V \\ "1 \� \ 1 J .ti.V 4 J V `-J a - - ..---•. i-.....f-. ..,• `� � XA C'.._ \ , ,. ,,, ,•\.,, / , -'!.: ' ..1 71 �. J, 1? . !�ICj_, __ I- 7r ,:.. :-:-.: 1 V ..... .. �6' :: .: :: �g�,_:F'..:O ',h`... .. �-.[. - `` .. `�1v'� .-o.Y. �. -9' sS'.-'^- ..-�8_.___�O_. ,�U ...,._� -s_..._ �, - �--� bgiJ..• ��' �4.._..n...��.� 0 �.�" p��..° ,.y.._--- _ - ...._- ..._- ,............__._. '� `� _-- -+IjI 4 ......---- wW w W 'W i ♦W W WW W wW Wi wW 39�w WWi"Yw -wi.,`a ,wW aW-i•F. ww ^wk ww ww aW -wwW iw wiw Ww wWw ww WwW aV 8' CONSTRUCT UCT 4" THCK CONCRETE FLAT WORK F CONSTRUCT 6.5' WIDE CA I 4!! THICK CONCRETE SIDEWALK � 2LF (� 9 2V 1.! o .'J V� . ._. ---'•� - 1r�.,_,_......-..... ..,._- .,-._. _ -` \` � .._. w w W w W w W W N W W w i w w W W w w W W W g O -�� Ul N N 0� CONSTRUCT AC PVMT TO MATCH EXISTING AC PVMT SECTIONS � F 22 - o I f� EXTNC C'J "� co Ua _.. I -. -a S \. �::: �_... 23 �a 13 0' OD - e- - --- fin. �a a i a W W a i W W TO BE FIELD VERIFIED U 4 �°' 4 oa 490.79 F r F J' - / W W w w W W ) 9� c� - 22 $$'•� n.; R r ° �C�..,tJ �g �o� 9� 2D Go W W a W W W ''"i9•�� \ .. :, .-., ` �V MUL S USE s ..,,_.,. ... _. _ 11:�-- 7'' /- V O -...}/ - g,�' i W W W i W w w W w W w W W` W 9� C r SEE WALL 43 \'\': �� BLDG. �g EX. S P.V.0 DRAIN PIPE 33- .T 449 .50 goo'1 SAWCUT AND REMOVE EXISTING AC PVMT AND REINSTALL NEW 20 13 _ . _. _ -- ; I�B. 9% AC FVMT TO MATCH EXISTING WHEN NEW CURB IS CURED OUT DETAIL - A 4- `,;\� -_ _!I +. 2,4D0 SF - 2Q - - 2 --�-- - _0 T / PG-4, 5 OF 10 - - - -- - EX FITNESS J C r `- / EXISTING 16' CART GOLF CART ENTRANCE �1 490.90 FS ----� ► 490.20 FS 6� 43 0 ; ; '' 96.7a ' G F 4 ss� I 488,63 PE 3 49C? 6 Fs 2s N ,' t CENTER 0 J j c N g0 17 III 490.02 FS 490.02 FS 4 ;;F EX. Flrtl'ESS CENTER �; CONSTRUCT STEM WALL BY SEPARATE PERMIT O �6.aa ��° / 494" Oa FS _ 32 �� s" N 4 9.a2 FS 4 9.az FS 19 �9 ��. _ 1 (495.00 FF) TO BE REMODELED 55 F �j, F I 30 43.. \ II I 1: CONSTRUCT STEM FOOTING BY SEPARATE PERMIT 1.8� 1� g �?�2 ` a' zo I ® 10,300 SCE. FT. 11 _ 4.0 r 9 40 40 1 32: \ r' CONSTRUCT 6 CURB PER CITY STD. 210. SEE SHEET 9 OF 10 491.09 FS EX t oN� j 32$� �.� 6= , �. 0 1 ��, I ocC: A-3e 1 �C 43 I i .55 SEE WALL V EXISTING TENNIS COURT CONCRETE �0 ❑ ; , 2 �,�. REMOVE 492.78 FS� 2%0� q 25 S DETAIL I - C Age. „-, 32 4, ` ', �2' i PG5, 6 0 10 INSTALL 8" P.V•C• DRAIN PIPE SEE SHEET 8 OF 10 FOR INVERT 40 ' 6 17 �' � I � e e � 0 FS q 49 .7 o C, I ELEVATIONS 494.00 FS � = II - ��; T4 ..,.. �r� a • �. 495.6�0 �._._ __. _.. ..... .......w. �.w..........._ 21 25� o OPEN BAR 41 g 4� FS .........LOUNGE -.. �� 31 40U SF 489.20 POOL � ^� o° __ s 2/ N 2' HP°�°' �° 1,7 ��9&C 494•0 i i REMOVE PORTION EXISTING FRENCH DRAIN SYSTEM �„ �g5• G 25Jill �; +� �; 32 490.80 FF 28 �`b o,• 489.20 FS FS W ' cal Ag5 i1 V - cdcc 490.13 PE $' 49 2$' Al \ W ' , 42 ¢ 4' REMOVE PORTION EXISTING DRAIN SYSTEM �� HP o �` 90 �. �_'�, I Q � 20 c� a �.., •. I.,: rk��-�G 32 490.70 FS f 2'2 INSTALL 36 HIGH WALL MOUNT HAND RAILING PER S.P.P.W.C. Qg = II17 --- $ 16,1 STD. 606-4, TYPE TO BE DETERMINED BY ARCHITECT SEE DETAIL �I �),r II F 833-�'� s�� O c�� ..___.. �• W w SHEET 10 OF 10 25 W �q1 \ 16. fi" "1�. �..- c.,� _- �---,..-----.___ .... INSTALL 42" HIGH METAL HAND RAILING PER S.P.P.W.C. STD. -� n� - �� 1. 4v �o,'. - ,� \ \\ '\ ``•, 2 6 06 -- 4, 9 488.90 FS 1 TYPE TO BE DETERMINED BY ARCHITECT SEE DETAIL 2 .. 11. -; ---_ _ - __ _ g° X. 8" P.V,C; {'k I I P E \ >^, r� SSA c,�. 5' '. CD OD Lb m 1. � ��•--1� �I 488.90 FS � r�,��__-_.--.. .._.__.. r/! SHEET 10 OF 10 I QQ C •2 �� cv 1 3 INSTALL 24' CATCH BASIN PER DETAIL, SEE SHEET 8 OF 10 X` 489.22 F5 489.22 FS 490.20 S 1 / 1 V' �- I - TIE INTO EXISTING DRAIN LINE a)' FS W CD , 1 'J� I ,....•492 92 --- - ° TENNIS 2' f h 49.C}0 FSo, m � ` (�:] C�] ��-- '5':-.. �- - -- _ ... ...._ . .-.- - _--�.___ - .__ __ � ��._--..__- ---- -- _� .....- __--- ---- � �' �� ; CONSTRUCT STEPS P.V. w PUMP SYSTEM FOR SPLASH PARK BY OTHERS f l y I 1` -_ 2'2 19` EX CON WAL... 4g3° g" C DRAIN PIPE IT •°" ` WATER TANK AND P r ..•:, 22 19 EX CONC. WALK '2 - ° \ FS� W iI BY SEPARATEPERM m UD W ' INSTALL HANDICAP PARKING STRIPING AND SIGNAGE PER ADA STANDARDS, SEE DETAILS ON PG-4 ,U. 28_..._-_._ ¢ Z' oA� DESIGNED BY OTHERS �., o h j W O + (495.12 FC) .CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 8 OF 10 �I O 11 19 x o� I I 1 .1 W � � W Z o J CONSTRUCT ADA RAMP PER CALIFORNIA BUILDING CODE SEE +-' o3 °> '� c� EX. RAIN PPE W ,�a� J �� I� �'� �; RAMP WITH TURNING LANDING DETAIL SHEET 10 OF 10 7� n7 1 o t` �W II `1 I at I �o o g° EX TENNIS COURTS I 1 i�, CONSTRUCT ADA AND CALIFORNIA BUILDING CODE SEE STRAIGHT o Q / i _ EX TENNIS COURTS 1 i W' RAMP RUN DETAIL ON SHEET 10 OF 10 I TO REMAIN IN PLACE ` J 'I W -- "_-�^ - To REMAIN IN PLACE j �1 `l� I � I _____...__.--. W '��; CONSTRUCT 36" HIGH RAMP RAILING PER ADA DETAILS AND �/� ..� SHEET 9 OF 9 SHEET DS 3 j - CALIFORNIA BUILDING C SEE RAMP HANDRAIL DETAIL ON -J INSTALL FENCE BY OTHERS 3``4 CONSTRUCT GRADED SWALE 2% MINIMUM FLOWLINE SLOPE AND C7 j' GRADE TO DRAIN --- �� ADJUST TO PROPOSED FINISH SURFACE c I I 4- 25 TC , �:� REMOVE EXISTING CONCRETE SIDEWALK (4 9 .75 FC � . INSTALL" 3x 1 "0 WEEP HOLES FOR DRAINAGE 1 � 1 SAWCUT AND REMOVE EXISTING DECORATIVE CONCRETE AND __. - RECONSTRUCT WITH NEW CONCRE I E TO PROPOSED FINISHED U-' 1 8E C- GRADE -- ,49 •06 TC PLANTER AREA UI 49 - _ DATE M a m P I Know below. '0 what's Call before you dig. A HANDRAIL & BOCCE BALL ADA COMPLIANCE 5/9/19 T.S- BASIS OF BEARINGS: THE WEST LINE OF TRACT NO. 28034 BEING DESIGNED BY: R.H.L. NOO-12'16"W, MB 258/69-70 N BENCHMARK: 2.6 MILES SOUTH OF' DRAWN BY: K.A.L. ---- - - HWY. 111 AT JACKSON STREET AREA, 2 MILES W ON AVENUE 50, 43' WEST CHECKED BY: T.A.S. p OF MADISCN STREET. CHISELED SQUARE SOUTHEAST WING WALL OF SUBMITJED j4V w y W l W l w W W i w CONSTRUCT 4 WIDE ACCESSIBLE PATH OF TRAVEL TO BOCCE NOTE, 4�, BALL COURT *SEE WALL DETAIL A ON PG-4, SHEET 5 OF 10 2"MIN WIDE 4" WIDE MAX. CONTRASTING STRIPE 4 WITHIN 1 OF THE NOSE OF THE TREAD. **SEE WALL DETAIL BIC AND D ON PG--5, SHEET 6 OF 10 PROVIDE A MEANS OF PROHIBITING A 4" SPHERE FROM PASSING THROUGH ANY PORTION OF RAILING WHERE GAPS EXIST BELOW ***MULTI -USE STAIRS AND HANDRAILS ARE PART OF BUILDING THE TOP RAIL ALONG ALL PORTIONS OF WALLS AT RAILING DESIGNS AND PERMIT LOCATIONS. JOB# 2016.0242 DATE: 12/11 /2017 BRIDGE. P.D. 109-70, 1970 REV. DESCRIPTION DATE BY ELEVATION: 27.941' TIMOTH LAL�y, STARK P.E. No. C76523 (DATE 4 HIGHLY COMPACTED D.G. PATH OF TRAVEL W/ 2% MAX CROSS SLOPE PGA VILEST CASE No.: a T 0IY OF LA QUINTA PRECISE GRADING PLAN SHEET CUBIT �' ��'�� ~"� + � W mill,',, ,:2 PROJECT No. SDP2017-0003 ENGINEERING � APPROVED BY: CITY OF LA QUINTA 16490 WALNUT STREET, SUITE B-3 w - - �. ' PGA WEST SPORTS CLUB OF HESPERIA, CA 92345 (760) 244-2247 z°t 55955 PGA BLVD. 9 LAND SURVEYING CIVIL ENGINEERING CONSTRUCTION"N .,." ' " LA QUINTA, CA 92253 ------ - ----------'- BRYAN MCKINNEY, PE DATE: CITY ENGINEER GRADING PLAN PG-1 P.E. No. 49418 EXP. DATE 09-30--2018 APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE 1117 0 v G 61 15` EX caNc C9,3 EX� ONC 9� 19 r� �c �S 70 4 EX ONC 496 t4g5.61 .7 r 495,77 ; o EX AC PVM,;i , \24` G G QD N LL- 1 4'2.a2 0� FS ;? 1.8 % r�A. r II � t 4.1� I I ; 00 it ' LL .r :..:. a co °d O II 25 1 4 c` ,.ti•'.4.a /f a a A � J 49 5. 5 (YtC -=- -- (495,,00 FC) a < ; Q Q. , m m L Lj Lj-j LI u ) `U a .' v 495- 6 2 TC (495.12 FC) I + i i W .l 1 I / / i I I , I f 490,25 TO (4.94.75 FC) I f , , r CURB Know what's below. 1 495-._0_6_ �c , Call before you dig. (49 .56,1F�,. A HANDRAIL 8c BOCCE BALL ADA COMPLIANCE 5/9/19 T.S. BASIS OF BEARINGS: THE WEST LINE — OF TRACT NO. 28034 BEING DESIGNED BY: R.H.L. JOB# 2016.0242 N00'12'16"W, MB 258/69-70 DRAWN BY: K.A.L. DATE; 12/11 /2017 BENCHMARK: 2.6 MILES SOUTr-I OF HWY, 111 AT JACKSON STREET AREA, 2 MILES W ON AVENUE 50, 45' WEST CHECKED BY: T.A.S. OF MADISON STREET, CHISELED SQUARE SOUTHEAST WING WALL OF SUBMITTED BY: BRIDGE. P.D. 109-70, 1970 --~� 5' 0 0 REV. DESCRIPTION DATE BY ELEVATION: 27.941' TIMOTHY AL STARK P.E. No. C76523 (DATE) CUBIT T.. II FLI LLJ J /SPLI In ._o.: }.......,._..__. W__-'-• - III 0 493.CS .A � � E - "l . Y I• A ENGINEERING 16490 WALNUT STREET, SUITE B-3 HESPERIA, CA 92345 (760) 244-2247 LAND SURVEYING I CIVIL ENGINEERING I CONSTRUCTION CITY OF LA QU I NT"A APPROVED BY: BRYAN VICKINNEY, PE CITY ENGINEER P.E, No, 49418 BUILDING OFFICAL CITY OF LA QUINTA CITY OF LA ()U I N TA DATE EXF. DATE 09-30--2018 DATE GABRIEL PEREZ PLANNING MANAGER CITY OF LA QUINTA z y.. S SCALE: 1 "_ 20' CONSTRUCTION NOTES: 1° REMOVE PORTION FXISTING RETAINING WALL PROTECT IN PLACE @)CONSTRUCT RAMP PER CITY STD. 250 SEE DETAILS ON SHEET 9OF10 CONSTRUCT RETAINING WALL BY SEPARATE PERMIT CONSTRUCT 4" HICK CONCRETE FLAT WORK CONSTRUCT 6.5 WIDE 4" THICK CONCRETE SIDEWALK , Q CONSTRUCT AC PVMT TO MATCH EXkSTING AC PVMT SECTIONS (TO BE FIELD VERIFIED) 2` EXISTING 16' CART GOLF CART ENTRANCE CONSTRUCT 6" CURB PER CITY STD, 210. SEE SHEET 9 OF 10 INSTALL 8" P.V.C. DRAIN PIPE SEE SHEET 8 OF 10 FOR INVERT ELEVATIONS REMOVE PORTION OF EXISTING CURB 2a REMOVE PORTION EXISTING DRAIN SYSTEM 24 TIE INTO EXISTING DRAIN LINE 25 CONSTRUCT STEPS DESIGNED BY OTHERS 29' CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 8 OF 10 �c CONSTRUCT ADA AND CALIFORNIA BUILDING CODE SEE STRAIGHT RAMP RUN DETAIL ON SHEET 10 OF 10 CONSTRUCT 36' HIGH RAMP RAILING PER ADA AND CALIFORNIA BUILDING CODE SEE RAMP HANDRAIL DETAIL ON SHEET 9 OF 9 SHEET DS-3 3 INSTALL. FENCE BY OTHERS PLANTER AREA PROVIDE A MEANS OF PROHIBITING A 4" SPHERE FROM 1` PASSING THROUGH ANY PORTION OF RAILING WHERE GAPS EXIST BELOW THE TOP RAIL ALONG ALL PORTIONS OF WALLS AT RAILING LOCATIONS. SEE PAGE 9 OF 9 SHEET DS3 FOR ADDITIONAL HEIGHT REQUIREMENTS 4' HIGHLY COMPACTED D.G. PATH OF TRAVEL W/ 2% MAX CROSS SLOPE, PGA WEST PRECISE GRADING PLAN PROJECT No. SDP2017-000 PGA WEST SPORTS CLUB 55955 PGA BLVD. LA QUINTA, CA 92253 GRADING PLAN CASE NO.: SHEET 3 OF 9 NOW DATE cn SEE WALL n APPROVED FOR PERIVIITTING ' DETAIL - D �- ,, v> u+1 PG-5, 6 OF 10 li / r7 o 00 EX ACPVM�� ' o7Q,.. o �-��v� a c. �. u7 u .� L 1 T X AC PVMT / -, r o BUILDING QUINTA L ,,�/. I - ` c�i "� CITY OF LA QUINTA 489.a2 Fs 4.a Fs 1 I 1� 4 2�o L 1 I .02 17 4 40 40 I Q [] r Fs , � .. � 1 G; � 6 LO 2% II 489.20 FS U.I� II 1.8 o L, y, I II 1; 49 .70 FS `n o 4!., ti. �i • • T 41 4a �� `�C y I �l5 FS I. 33 o EN BAR o 50 489.20 �4\ �- OG �� W C IILOUNGE , 40o SE Pool ° ° _ _ 4— If 90` :� I 21- °"` -__. s�: 490.80 FF HP �� Ul 1.7 BS�� ` v — II / 490.13 PE 489.20 __ �" 40` � 21 a 40 �/'''' f J 25' 4 I I' 9 490.70 FS ° - l� 1.7 11 0 �9 p�. g C3 I 1 I - v �^••�, " I •.9 111 (),� `V,. " v /'•'y 7 y+� 4 ,.:� �I f - -- --- 1 �o - �: ; . 1V �� "� 1� 4d 488.90 FS 489.90 FS° 8" P.V.0 DAI ��P � ___ _ // 4 1.7 ui V J (�.�' 489.22 FS 490.20 FS -- : .. 7 �� _ j U. ':U d 492.92 FS 492.92 FS o ° 492.92 FS r 1 o' , 0.I 493.00 FS .. . .._.... d _ C7 ,° -- _(49 3 00)X. P.V.0 DR PIPE maryr,, 2 1 ` EX CONC. WALK 2 ' EX CONC. WA F jI d a` VJ • I "D�"Cp �� o I s17 bi o �1 'i EX. 81, J.v, AI PIPE 1� J -� per° EX TENNIS COURTS _ ,'�� .._. EX TENNIS COURTS N To REMAIN IN PLACES , 4 To., REMAIN IN PLACE f o� 6> cn NOTE: 1 *SEE WALL DETAIL A ON PG---4, SHEET 5 OF 10 - �+ **SEE WALL DETAIL B,C AND D ON PG-5, SHEET 6 OF 10 ***MULTI -USE STAIRS AND HANDRAILS ARE PART OF BUILDING Know what's below. DESIGNS AND PERMIT Call before you dig -- - - - - ---- - _ --- ....._ ........ _ ..... A HANDRAIL &BOCCE BALL ADA COMPLIANCE 5f9/19 T. S BASIS OF BEARINGS: THE WEST LINEOF TRACT NO. 28034 BEING DESIGNED BY: R.H.L. JOB# 2016,0242 LL �j NOa°12'16"W, MB 258/69-70 ��FEs51k0 �. STY (D F LA Q U I I\ITR DRAWN BY: K.A.L. DATE: 12 11 2017 �� ° AN��< N BENCHMARK: 2.6 MILES SOUTH OF � - -- HWY. 111 AT JACKSON STREET AREA, u 2 MILES W ON AVENUE 50, 45' WEST CHECKED BY: T.A.S. — 0 of MADISON STREET, CHISELED , Exp. 39-20 � SQUARE SOUTHEAST WING WALL OF BRIDGE P D 109--70 1970 SUBMITTE REV, DESCRIPTION DATE BY ELEVATION: 27,941' TIMOTHY AL TARK P.E. No. C76523 (DATE) va CUBIT15 ENGINEERING APPROVED BY: CITY OF LA QUINTA l l! I 16490 WALNUT STREET, SUITE B-3 HESPERIA, CA 92346 (760) 244-2247 LAND SURVEYING I CIVIL ENGINEERING I CONSTRUCTION BRYAN MCKINNEY, PE CITY ENGINEER P.E. No. 49418 DATE EXP. DATE 09-30----2018 PLANNING AND ZONING COMPLIANCE DATE GABRIEL PEREZ PLANNING MANAGFR CITY OF LA QUINTA N J S SCALE: 1 "= 20' CONSTRUCTION NOTES: REMOVE PORTION EXISTING RETAINING WALL PROTECT IN PLACE 3 CONSTRUCT RAMP PER CITY STD. 250 SEE DETAILS ON SHEET 9OF10 CONSTRUCT RETAINING WALL BY SEPARATE PERMIT RENOVATE EXISTING RETAINING WALL INSTALL ACO TRENCH DRAINS AND TIE INTO EXISTING DRAIN PIPE SYSTEM, SEE SHEET 8 OF 10 CONSTRUCT 12" CONCRETE GARDEN WALL BY SEPARATE PERMIT CONSTRUCT 4" THICK CONCRETE FLAT WORK CONSTRUCT 6.5' WIDE 4" THICK CONCRETE SIDEWALK j;' CONSTRUCT AC PVMT TO MATCH EXISTING AC PVMT SECTIONS (TO BE FIELD VERIFIED) � - CONSTRUCT STEM WALL BY SEPARATE PERMIT 14' CONSTRUCT STEM FOOTING BY SEPARATE PERMIT 1'5 CONSTRUCT 6" CURB PER CITY STD. 210. SEE SHEET 9 OF 10 16 REMOVE EXISTING TENNIS COURT CONCRETE �i]INSTALL 8" P.V.C. DRAIN PIPE SEE SHEET 8 OF 10 FOR INVERT ELEVATIONS 8 REMOVE PORTION OF EXISTING CURB Ug REMOVE PORTION EXISTING FRENCH DRAIN SYSTEM 20 REMOVE PORTION EXISTING DRAIN SYSTEM INSTALL 36" HIGH WALL MOUNT HAND RAILING PER S,P.P.W.C, STD. 606-4, TYPE TO BE DETERMINED BY ARCHITECT SEE DETAIL SHEET 10 OF 10 2 INSTALL 42" HIGH METAL HAND RAILING PER S.P.P.W.C. STD. 606-4, TYPE TO BE DETERMINED BY ARCHITECT SEE DETAIL SHEET 10 OF 10 23 INSTALL 24" CATCH BASIN PER DETAIL, SEE SHEET 8 OF 10 TIE INTO EXISTING DRAIN LINE CONSTRUCT STEPS 2 WATER TANK AND PUMP SYSTEM FOR SPLASH PARK BY OTHERS BY SEPARATE PERMIT DESGNED BY OTHERS 29 CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 8 OF 10 3Q CONSTRUCT ADA AND CALIFORNIA IUILDING CODE SEE RAMP WITH TURNING LANDING DETAIL SHEET 10 OF 10 3'1 CONSTRUCT ADA AND CALIFORNIA BUILDING CODE SEE STRAIGHT RAMP RUN DETAIL ON SHEET 10 OF 10 CONSTRUCT 36' HIGH RAMP RAILING PER ADA AND CALIFORNIA BUILDING CODE SEE RAMP HANDRAIL DETAIL ON SHEET 9 OF 9 SHEET DS-3 INSTALL FENCE BY OTHERS CONSTRUCT GRADED SWALE 2% MINIMUM FLOWLINE SLOPE AND GRADE TO DRAIN ADJUST TO FINISH GRADE 3? REMOVE EXISTING SIDEWALK INSTALL 3x 1"0 WEEP HOLES FOR DRAINAGE 4D PLANTER AREA PROVIDE A MEANS OF PROHIBITING A 4" SPHERE FROM PASSING THROUGH ANY PORTION OF RAILING WHERE GAPS EXIST BELOW THE TOP RAIL ALONG ALL PORTIONS OF WALLS AT RAILING LOCATIONS. SEE SHEET 9 OF 9 DS-3 FOR ADDITIONAL HEIGHT REQUIREMENTS PGA WEST CASE NO.: PRECISE GRADING PLAN - PROJECT No. SDP2017-0003 SHEET 4 PGA WEST SPORTS CLUB OF 55955 PGA BLVD. 9 LA QUINTA, CA 92253 GRADING PLAN PG-3 DATE APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE a 1:1 489.22 FS � �o 49 5.00 TN � 491 Oa TF 491,50 FS 488.90 FS 4.88,90 FS 492.33 TW ❑ 488.33 TF 489,22 FS r / 489.22 FS EXIST. WALL_ --.-. .--. Know what's below. Call before you dig, 0 U N 0 U a� a 0 EX CONC, WALK WALL DETAIL -- B SCALE: 1" = 10' A HANDRAIL BOCCE BALL ADA COMPLIANCE 5/9/19 T.S. REV. DESCRIPTION DATE BY EXIST. WALL 4.93.00 TW 491.00 TF 491,50 FS 493.67 TW 489.00 TF 493.40 FS N 489.50 FS S 4-9 2.50 TO ._.-.:....,wrrrrr: raver:: :norw ter::ww wrrr wrr :w r: 491.33 INV � (493.00 TW) 2 � ,�.. � rt' w•rm:� � �.`� ru..r4' iP�+: alp �M+ `w�l4r' m:�lw -�!w: _ (485,00 TF) 0 4-93.00 TW�,-4 .26 FS 1b�'. 4' 490.33 TF(.N} 3g a 491.50 FS IN 493.00 T`�A EX. RETAINING WALL 488.33 TF g 25 n 489.67 TW 488.33 TF 4-89,46 FS 489, 30 F S . 49 O�E�_ -- @�g,STEPS _ _ --.__ _�-- _1 489.02 IS - 4 93.00 TW I J 1 488.33 TF � . J 488.90 FL TG 489.16 FS.-. J PROPOSED POOL ■ PROPOSED SPA 490.33 T\a 488 33 TF 488.92 FS v Ln 0 493,67 TW_ 458. 33 TF 4.. 494.33 TW 89.00 TF 4.93 40 FS(N 489.50 FS(S 495,00 TW 492.33 TF 493.40 FS 493.0�TW 491.67 TF 492.55 FS 490.33 TW 488.33 TF 1 489440 FS WALL DETAIL C SCALE: 1 " = 10' JOIN EX (496.19 TC) (495.69 FS) 495-87 TC(495,37 FS) 0 O [X. SIDEWALK 497.67 1-W � 0 493.00 TF SCALE: 1" = 10' BASIS OF BEARINGS: THE WEST LINE OF TRACT NO. 28034 BEING DESIGNED BY: R.H.L. JOB# 2016,0242 N00'12'16"W, MB 258/69-70 DRAWN BY: K.A.L. DATE: 12 11 2017 BENCHMARK: 2.6 MILES SOUTH OF HWY. 111 AT JACKSON STREET AREA, 2 MILES W ON AVENUE 50, 45' WEST CHECKED BY: T.A.S. OF MADISON STREET. CHISELED SQUARE SOUTHEAST WING WALL OF SUBMITTE _..-Y: BRIDGE. P.D. 109-70, 1970 S ( (3119 FI_FVATION: 27.941' 1 TIMOTH A_LA_N STARK P.E. No. C76523 (DATE) 4-9-5_.00 TW 487,67 TF 488.75 FS MULTI -USE BL-DC, 502.8C 2ND FF 489.30 1ST FF 4.88.63 PE 2� 4 CUBIT ENGINEERING 16490 WALNUT STREET, SUITE B-3 HESPERIA, CA 92345 (760) 244-2247 LAND SURVEYING I CIVIL ENGINEERING I CONSTRUCTION BUILDING OFFICAL CITY OF LA QUINTA I 4-96.33 TW 494.33 TF 495.20 FS 1 4 v. ., 495.67 TW "► 494.33 TF 495.20 FS h 493,00 TW 48900 TF 489-56 FS 491,OOTW 489 00 TF _]_�e" 489.62 FS '3 2 �- _----�j- 4 91.0 0 TW i 489,00 TF X 489.56 FS CITY OF LA QUINTA APPROVED BY: CITY OF L.A QUINTA BRYAN MCKINNEY, PE CITY ENGINEER PE. No. 49418 DATE UP. DATE 09---30-2018 DATE GABRIEL PEREZ PLANNING MANAGER CITY OF LA QUINTA N W s SCALE: 1 "= 10 CONSTRUCTION NOTES, REMOVE PORTION EXISTING RETAINING WALL PROTECT IN PLACE CONSTRUCT RAMP PER CITY STD. 250 SEE DETAILS ON SHEET 9OF10 CONSTRUCT RETAINING WALL BY SEPARATE PERMIT RENOVATE EXISTING RETAINING WALL @) INSTALL ACO TRENCH DRAINS AND TIE INTO EXISTING DRAIN PIPE SYSTEM, SEE SHEET 8 OF 10 CONSTRUCT 12" CONCRETE GARDEN WALL BY SEPARATE PERMIT CONSTRUCT 4" THICK CONCRETE FLAT WORK 1Q CONSTRUCT AC PVMT TO MATCH EXISTING AC PVMT SECTIONS (TO BE FIELD VERIFIED) CONSTRUCT STEM WALL BY SEPARATE PERMIT CONSTRUCT 6" CURB PER CITY STD. 210. SEE SHEET 9 OF 10 1 INSTALL 8" P.V.C. DRAIN PIPE SEE SHEET 8 OF 10 FOR INVERT ELEVATIONS 8` REMOVE PORTICN OF EXISTING CURB ;9 REMOVE PORTION EXISTING FRENCH DRAIN SYSTEM REMOVE PORTION EXISTING DRAIN SYSTEM 1 INSTALL 36" HIGH WALL MOUNT HAND RAILING PER S.P.P.W.C. STD. 606-4, TYPE TO BE DETERMINED BY ARCHITECT SEE DETAIL SHEET 10 OF IC 22' INSTALL 42" HIGH METAL HAND RAILING PER S.P.P.W.C. STD. 606-4, TYPE TO BE DETERMINED BY ARCHITECT SEE DETAIL SHEET 10 OF 10 23 INSTALL 24" CATCH BASIN PER DETAIL, SEE SHEET 8 OF 10 24 TIE INTO EXISTING DRAIN LINE CONSTRUCT STEPS O CONSTRUCT ADA AND CALIFORNIA BUILDING CODE SEE RAMP WITH TURNING LANDING DETAIL SHEET 10 OF 10 32' CONSTRUCT 36" HIGH RAMP RAILING PER ADA AND CALIFORNIA BUILDING CODE SEE RAMP HANDRAIL DETAIL ON SHEET 10 OF 10 3. CONSTRUCT GRADED SWALE 2% MINIMUM FLOWLINE SLOPE AND GRADE TO DRAIN 5 ADJUST TO FINISH GRADE 3 CONSTRUCT CONCRETE RETAINING WALL OR MODIFIED CURB WITH EXTEND FOOTING BY SEPARATE PERMIT 7 REMOVE EXISTING CONCRETE SIDEWALK PROVIDE A MEANS OF PROHIBITING A 4" SPHERE FROM PASSING THROUGH ANY PORTION OF RAILING WHERE GAPS EXIST BELOW THE TOP RAIL ALONG ALL PORTIONS OF WALLS AT RAILING LOCATIONS. NOTE ***MULTI -USE STAIRS AND HANDRAILS ARE PART OF BUILDING DESIGNS AND PERMIT PGA VILEST PRECISE GRADING PLAN PROJECT No. SDP2017-0003 PGA WEST SPORTS CLUB 55955 PGA BLVD. LA QUINTA, CA 92253 GRADING DETAIL CASE NO.: SHEET 5 OF 9 DATE APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE CONSTRUCTION NOTES: PROTECT IN PLACE INSTALL ACO TRENCH DRAINS AND TIE INTO EXISTING DRAIN PIPE SYSTEM, SEE SHEET 8 OF 10 CONSTRUCT 4" THICK CONCRETE FLAT WORK 1 CONSTRUCT 6" CURB PER CITY STD. 210. SEE SHEET 9 OF 10 17 INSTALL 8" P.V.C. DRAIN PIPF SEE SHEET 8 CF 10 FOR INVERT ELEVATIONS REMOVE PORTION EXISTING FRENCH DRAIN SYSTEM INSTALL 24" CATCH BASIN PER DETAIL, SEE SHEET 8 OF 10 TIE INTO EXISTING DRAIN LINE CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 8 OF 10 6RATE INLET ALHAMBRA FOUNDRY NO. A-2012 2411x24" OR APPROVED EQUAL T (D 8" PV6 PRA I N P ��m 36" �UARE 24" CATCH BASIN DETAIL NOT TO SCALE Know what's below. Call before you dig. A HANDRAIL & BOCCE BALL ADA CCMPLIANGE 5/9/19 T.S. - REV, DESCRIPTION DATE BY BASIS OF BEARINGS: THE WEST LINE 5' —24' ---_ --�._ r' - 9 TYP CONSTRUCTION NOTES: BUILDING OFFICAL CITY OF LA QUINTA 213.88' AM Au_ Am 0, _ VERTICAL 3" PVC DRAIN PIPE A -cc (DRAIN PIPE TYPICAL) N U' - M IV 735 LFACO SLOT DRANNN/TRENCH DRAIN w E M100D No. 30.0 PT.23300 CONSTANT DEPTH CHANNEL }' r 225 DRAINS TOTAL S _t 3"O PVC VERTICAL ABOUT EVERY 6TH DRAIN CHANNEL (19.61') 36 EACH f__ MINVUM 36" WIDE WITH 32" CLEAR OPENING WITH GATE MASONRY WALLS SHALL. BE CONSTRUCTED OF A 6" MINIMUM PERCISION BLOCK WITH SPLIT FACE BLOCK ON THE VIEWABLE SIDE AND DECORATIVE CAP. TRASH BINS 40 MESH OR SOLID METAL_ GATES 4" THICK CONCRETE SLAB WITH 2% MINIMUM SLOPE a 6" WIDE x 4" TALL CONCRETE BUMPER CURB 70 INSIDE OF TRACH ENCLOSURE TO BE EPDXY PAINTED PER HEATH (DEPARTMENT TRASH ENCLOSURE DETAIL 29 NOT TO SCALE �k W_ RED .44 SttPE 1/8 TO CONC WHEEL 1/4, nR Via. 'i. DUMPER SECTION "A" NOTES: 1/8" SWEL TUIDt MN., 2" AC 1_-n"T OF BIN ENCLOORE 1, LAP ALL RE —BAR SPLICES 24 INCHES MINIMUM 2. ALL CELLS CONTACTING REINFORCING STEEL ARE TO BE GROUTED 3. CELLS REQUIRED TO BE GROUTED ARE TO BE IN VERTICAL ALIGNMENT AND FREE FROM OBSTRUCTION. EXTREME CARE SHOULD BE TAKEN WHEN USING SLUMP BLOCKING -f0 ALLOW FOR A CLEAR UNOBSTRUCTED CLL.L 4. GROUT TO BE PUDDLE, RODDFD OR VIBRATED AND CONSOLIDATED 5, FOOTING TO BE DUG 12" MINIMUM INTO UNDISTURBED SOIL 6. REQUEST INSPECTION FOR FOOTING AND OBTAIN APPROVAL PRIOR TO POURING 7, REQUEST INSPECTION FOR WALL STEEL AND OBTAIN APPROVAL PRIOR TO GROUTING 8. REQUEST A FINAL INSPECTION AND OBTAIN APPROVAL .17-11 TRASH ENCLOSURE DETAIL fig, NOT TO SCALE OF TRACT NO. 28034 BEING DESIGNED BY: R.H.L. JOB# 2016.0242 N00°12'16"W, MB 258/69-70 BENCHMARK: 2.6 MILES SOUTH OF DRAWN BY: K.A.L. DATE: 12/11/2017 HWY. 111 AT JACKSON STREET AREA, 2 MILES W ON AVENUE 50, 45' WEST CHECKED BY: T.A.S. OF MADISON STREET. CHISELED SQUARE SOUTHEAST WING WALL OF BRIDGE. P.D. 109-70, 1970__(� SUBMITT. f 3 ELEVATION: 27.941' TIMOTYA_bAN STARK P.E. No. C76523 (DATE) tH TRENCH DRAIN AGO M100D DRAIN CHANNEL OR EQUAL CONSTANT DEPTH 300mm 1 11.81" PROPOSED TRENCH DRAIN 253.72' MD 100 STEEL HEEL GUARD SLOTTED GRATE - LIGHT DUTY 0 V5ROES 0�0 �0 5 �° TG 3.94" 100mm r CYi 5.31" 1.35mm SECTION A -A i6" TRENCH DRAIN 488.60 TG_ 487.43 INV N-) 1� y 2 CUBIT ENGINEERING 16490 VVALNUT STREET, SUITE B-3 I 1 I HESPERIA, CA 92345 (760) 244-2247 LAND SURVEYING CIVIL_ ENGINEERING I CONSTRUCTION 487,92 BOTTOM CHANNEL n �T DATE GABRIEL PEREZ PLANNING MANAGER CITY OF LA QUINTA / 0-f777",�p�� `c, 39.3711 5.3219 On 488.90 TG 488.90 TG ----------------------- _ TRENCH DRAIN �r 487.92 BOT_TOM_CHANNEL --r--T--- w p i ! ui 00 j mN i 3" 0 VERT. PVC DRAIN PIPE 1 @ 19.61' O.C. � 8"0 PVC DRAIN PIPE E sLoP+ ' ��!"�_ ��,' `-- INVERT VARIES 8"f?� PVC DRAIN PIPE �,7, SECTION B- B TRENCH DRAIN SECTION C-C THIS 8" PIPE IS SLOPE FOR FLOW FROM HIGH POINT IN NW CORNER TO LOW POINT AT THE SE cam INLET OF EXISTING WELL W/ PUMP F Z TRENCH DRAIN i.7:rlm INVERTS AND FLAW WILL VARY. cn Q 11--- EXISTING 18" "0 PVC DRAIN L--_— w o PVC DRAIN PIPE PIPE (TYP O fr TO LAKE 273.88 LF !� B tB 0z 12 w w 0.50% aS � � Cr ��¢ PVC DRAIN � ��fo PIPE TYP' !~ N �� '� �� oaf w v PROPOSED 800 LF OF 8"0 PVC DRAIN LINE w E ° N� -j o > Ix 90' ELL �D r- to z 8x 45' ELL. ni o Ix Y CONNECTORS S' !! o 2x TEE �� I�" cc PROPOSED 8" PVC DRAIN LINE 257,41 LF << p' 0.51 % ,; TIE INTO EXISTING �' (482.63 INV) EXISTING 6" PVC DRAIN LINE @ TEE EXISTING 8" REMOVE EXISTING FRENCH DRAIN SYSTEIV, --^-- ---^- �� PVC DRAIN- P',PF---� �o �� LOW POINT _____ ___= ____ ___: EXISTING PUMP NHOLE r�AND C, TRENCH DRAIN SYSTEM DETAILS �� z `� ) NOT TO SCALE PGA WEST CASE NO.: CITY O F LA QUINTA PRECISE GRADING PLAN SDP2017-0003 SHEET APPROVED BY: CITY OF LA QUINTA 7 PGA WEST SPORTS CLUB OF 55955 PGA BLVD. 9 BRYAN MCKINNEY, PE DATE LA QUINTA, CA 92253 CITY ENGINEER DETAIL SHEET DS-1 P.E. NO. 49418 EXP. DATE 09-30-2018 APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE 1 1600 T T. Concrete shall be Cuss C (520 - C - 2500) 0,888 CU, FT.! L.F. 1 CU. YD, W 30,41 L.F. MINIMUM PERMISSIBLE GRADE IS 0.50 °A UNLESS SPECIFIC APPROVAL IS GIVEN BY THE CITY ENGINEER PRIOR TO DESIGN, REVISIONS: 7/8105 - corrected curb height, roadbed width, & clarified concrete spec APPROVED STANDARD CAS 21 Q1 CHRIS A. VOLT 4210 CITY ENGINEER RGE 44250 @ 6" MEDIAN CURB SHEET 1 OF 1 CONSTRUCTION NOTES: 1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4 FOOT LANDING, THEN USE THE CASE "B" RAMP, 2. IF SIDEWALK IS LESS THAN 6 FEET WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED AS SHOWN IN CASE B. MINIMUM SIDEWALK WIDTH IS 4 FEET FROM BACK OF CURE;. 3. THE RAMP SHALL HAVE A 12 INCH WIDE BORDER WITH GROOVES A" WIDE AND Y4" DEEP APPROXIMATELY V4" ON CENTER. SEE GROOVING DETAIL ON SHEET6 OF 8. 4. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 5. MAXIMUM SLOPES OF ADJOINING GUTTERS: THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP AND CONTINUOUS PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5% WdTHIN 4 FEET OF THE BOTTOM OF THE CURB RAMP. 6. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP (EXCEPT IN CASE B), 7. CONSTRUCT EXPANSION JOINTS AT X AND Y4 DELTAS WHEN RADIUS EQUALS 35 FEET, AT INSIDE EDGE OF GROOVED BORDER WHEN RADIUS EQUALS 25 FEET, AND RADIALLY IF ANGLE POINT OCCURS. 8, CONCRETE SPECIFICATION PER CITY STANDARD 200 - CONCRETE SPECIFICATIONS. DETECTABLE WARNING NOTES: 1, TRUNCATED DOMES SHALL BE WAUSAU TILE, TYPE 3, SERIES U4008 OR EQUAL (QUARRY I BRICK RED), IN LINE, PRE -CAST CONCRETE TILES AND GROUTED IN PLACE. NO SURFACE APPLIED DOME MATS ARE ALLOWED, USE STABILIZED POLYMERIC BEDDING SAND AT TRUNCATED DOME TILES AT INTERIOR AND PERIMETER JOINTS. JOINT WIDTH <Y8 ". 2. CURB RAMPS REQUIRE !DETECTABLE WARNING DOMES FOR THE FULL WIDTH AND THREE (3) FEET IN DEPTH OF THE CURB RAMP SLOPE FROM THE CURB LINE WITHIN THE PUBLIC RIGHT-OF-WAY. 3. PRIVATE (ONSITE) TRUNCATED DOME INSTALLATION TO EXTEND FULL WIDTH AND DEPTH OF RAMP PER CALIFORNIA BUILDING CODE, EXCLUDING PRIVATELY FUNDED SINGLE FAMILY RESIDENCES, 4, THREE RUNNING FEET OF TRUNCATED DOMES AT FLUSH CURB INSTALLATIONS ARE REQUIRED FOR HAZARDOUS VEHICULAR AREAS. BOLLARDS ARE UTILIZED FOR PEDESTRIAN PROTECTION AT FLUSH CURB RETURNS OR EQUIVALENT FACILITIES AS APPROVED BY THE CITY ENGINEER. 5. SUBMIT CONCRETE DOME TILE AND POLYMERIC BEDDING SAND SPECIFICATIONS OR SAMPLES TO THE CITY FOR APPROVAL PRIOR TO INSTALLATION. 6. THE DETECTABLE WARNING SURFACE SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS 6" FROM THE CURB FACE. 7. MATCH ALL TILE CORNERS SUCH THAT ALL TRUNCATED [DOME TILES ALIGN AND MAINTAIN DOME DIMENSIONAL SPACING. TRUNCATED DOME TILES SHALL BE ALIGNED PARALLEL WITH RAMP SLOPE DIRECTION. TRUNCATED DOME TILES CUT TO MATCH CURB RETURN RADIUS. GRIND EDGE TO AVOID TRIP HAZARD, AS REQUIRED. Know what's below. Call before you dig. "DOUBLE RAMP EXPANISIONJOINT RADIUS? 35` Y2 DELTA (SEE STD. NO. 208) SEE PROFILE -•-- BCR- .,._.. SHEET 6 OF 8! CITY OF LA QUINTA �! 1\ 4ELTA /A 'RAPID STD. DWG. 250 ! \ LiFC �9 w A � I C $K EXPANSION JOINT (SEE STD. NO. 208) 6' TO FL CROSSWALK WEAKENED PLANE JOINT (SEE NOTE 7) CURB AND GUTTER DETAILS PER RAMP CONSTRUCTION SHALL STD. NO. 201 OR 202 a A INCLUDE CURS AND GUTTER 0 AND SIDEWALK FROM BCR TO ECR u TRUNCATED DOME CONCRETE TILE DETAIL 10' MIN. STD. 250, SHEET 7 OF 8 12 CONSTRUCT RETAINING 4� CURB UNLESS SEE NOTE 5 OTHERWISE SPECIFIED 2' 2' T MIN. 4" MIN, MAX, DETECTABLE FLUSH - WARNING (SEE NOTE 4) 2% 2% #�VIV1T 2°/a MAX. MAXr r 4" MIN. COLD JOINT �-- SEE NOTE 8 TRUNCATED DOME CONCRETE TILE DETAIL STD, 250, SHEET 7 OF 8 SECTION A - A SEE SHEET 8 OF 8 FOR NOTES. CITY �OFpLWA QUINTA " ELIMINATE ONE RAMP IF NO FUTURE PATH TRA11E50 CONTRAST BORDER WIDTH �- 4" TYP, (1" MIN. PER CDC) CONCRETE TILE DETECTABLE WARNING LIGHT -ON -DARK OR DARK -ON -LIGHT DOMES, IN -LINE PATTERN (WAUSAU TILE, TYPE 2, SERIES U408, QUARRY RED, OR EQUAL) AT INTERIOR AND PERIMETER JOINTS USE STABILIZED POLYMERIC BEdD1NG SAND JOINT WIDTH t YB"' ' c,', LATEX THIN -SET MORTAR BED �a G PER MANUFACTURER'S rsaRECOMMENDATIONS cs h 4" CONCRETE ff (SEE NOTE 8) •� 2 00' .r y 5" CLASS II BASE OR CAB `• �"" ✓' l BELOW CURB RAMP AREA (SEE STANDARD 200. NOTE 3) ISOMETRIC VIEW Z3 - 2.4" 1,125" 1,125" 6 0 0 0 0 T_ 0 0 0 20" j 0( A A LE)J - rps 0 00 0 e , �a1 2.3 - 2.4" . . 0 0 0 SECTION A- A CONCRETE DOMES EXCEPTION: WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES SHALL HAVE TILE DETECTABLE WARNING M-LINE PATTERN A CENTER-TC-CENTER SPACING OF (WAUSAU TILE, TYPE 2, SERIES U4008, QUARRY RED, OR EQUAL) 1.6 INCHES MINIMUM TO 2.4 INCHES MAXIMUM. REVISIONS DEPARTMENT OF PUBLIC WORKS STANDARD PLAN Na. Na. []ATE ENGINEERING DIVISION '250 10f09 AppRVEaFJY: TRUNCATED DOME kCONCRETE 41m)IHY TILE DETAIL _ SHEET 7 OF 8 R• j, S . PA, C7A7E Pabac wwBa 0 rector/ N Ervmper R,0 E,No, 45043 Exp;12/31/10 A 12 (CASE B) A14 (CASE D) TC�ftp DE TC TOP OF CUFa $16 ro° CURB . f FLOWLIIJ X Iw X SHORT APRON LONG (15- MAX.) PROFILE CASE B&D CF (IN) RADIUS (FT) SIDE SLOPE X TC GRADE (ALONG CURB RETURN) 1% 1 2% 3% 4%n 5%n B%n 6" 35' 10°/a X5 4.6 4.2 3.9 3.6 3.4 3.2 XL 5.6 6.3 7.2 8.4 10.0 12.5 $" 35' 10°l0 XS 6A 5.6 5.2 4.8 4.5 4.2 XL 7.5 8.4 9A 11.2 13.4 15.0 TABLE - X I. .. 11 ..... L. .►. SHORT SIDE (DOWN SLOPE): LONG SIDE (UP SLOPE): X (FT) _ - CURBFACE (FT) X (FT) W CURBFACE (FT) S SIDE SLOPE + TC GRADE L SIDE SLOPE - TC GRADE ENGINEER TO SHOW X. AND XL ON IMPROVEMENT PLANS GROOVE DETAIL 3I" IN A 12" BORDER 41, (0" IN) C.F 4' SEE NOTE 5 2' 2' MAX. FLUSH - (SEE NOTE 4) 2% PVMT BUILDING OFFICAL CITY OF LA QUINTA 5' MIN. VARIES 12" WIDE BORDER (SEE NOTE 3 AND 7) DATE GABRIEL PEREZ PLANNING MANAGER CITY OF LA QUINTA VARIES 5' MIN. 4 MEN LANDING ... C.F. �i1, ' ' FULL HEIGHT A + yy C�7 U u_ u. BCR z BCR - TRUNCATED DOME (0" IN) C.F. CONCRETE TILE DETAIL STD. 250, SHEET 7 OF 8 C.F, C.F. FULL HEIGHT FULL HEIGHT CASE F Y (SEE TABLE Y BELOW) 4'MIN. (SEE NOTE 1) a' MIN.* 41TOP OF DETECTABLE RAMP ROUNDED WARNING 2% SEE NOTE 8 COLD JOINT TRUNCATED DOME CONCRETE TILE DETAIL STD, 250, SHEET 7 OF 8 SECTION A - A CURB FACE (FT.) TABLE -Y SEE SHEET 8 OF 8 FOR NOTES. 6.33°/n CF Y CITY OF LA QUINTA 6" 7 90' STD. DWG. 250 "Y' SHALL NOT EXCEED 10.53', UNLESS APPROVED BY THE CITY ENGINEER 8" 10,53' CONSTRUCTION NOTES: CONSTRUCT RAMP PER CITY STD. 250 SEE DETAILS ON SHEET 9OF10 `15' CONSTRUCT 6" CURB PER CITY STD. 210. SEE SHEET 9 OF 10 DATE A HANDRAIL & BOCCE BALL ADA COMPLIANCE 5/9/19 T.S. BASIS OF BEARINGS: THE WEST LINE OF TRACT NO. 28034 BEING N00'12'11?"W, MB 258/59-70 BENCHMARK: 2.6 MILES SOUTH OF HWY. 111 AT JACKSON STREET AREA, 2 MILES W ON AVENUE 50, 45' WEST OF MADISON STREET. CHISELED SQUARE SOUTHEAST WING WALL OF BRIDGE. P.D. 109-70, 1970 ELEVATION: 27.941' DESIGNED BY: R.H.L. JOB# 2016.0242 DRAWN BY: K.A.L. DATE: 12/11 /2017 CHECKED BY: T.A.S• �Ot=ESS1 Q o, `I �. 4+ �, EB) d OPG►��` CUBIT ENGINEERING II 16490 WALNUT STREET, SUITE B-3 HESPERIA, CA 92345 (760) 244-2247 LAND SURVEYING I CIVIL ENGINEERING CONSTRUCTION b � - rye. � -. :,' P 'r w + d p®"," ; - ,"� m I°r m1;��'Fu' C I� O r L,/`�'1, Q U I NTA`'�, PGA WEST PRECISE GRADING PLAN SDP2017-0003 PGA WEST SPORTS CLUB 55955 PGA BLVD. LA QUINTA, CA 92253 DETAIL SHEET CASE NO.: SHEET 8 OF g APPROVED BY: CITY OF A QUINTA SUBMITTED�'� �a BRYAN MCKINNEY, PE DATE CITY ENGINEER P.E. No, 49418 EXP. DATE 09-30-2018 DS-2 REV. DESCRIPTION DATE BY TIMOTHY AlkANNSTARK P.E. No, C75523 (DATE) APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE 2"0 STD. STL PIPE, RAILS AND POSTS 6,1 �- CAP DETAIL �}---�--- NOTE 5 SLIP JOINTS END OF NON -SHRINK GROUT EXPANSION WALL TOP OF WALL JOINT - 9" MIN. 2"0 STD. PIPE, RAILF nnin nncrr CDI TYPE A A 1 8/1 181� SECTION A -A B I Y F' C Ei B FUJIJ 2-1 /2 0 STD. PIPE OR EXTRA STRONG PIPE TYPE C 14" 14" 14" SECTION B-B 4,p SECTION C-C ELEVATION SEE CALIFORNIA BUILDING CODE FOR HANDRAIL AND OTHER REQUIREMENTS FOR HANDICAPPED ACCESSIBLE RAMPS OTHER THAN CURB RAMPS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION LEVEL LEVEL LANDING LANDING 32 RAMP HANDRAIL Know what's below. Call before you dig. FRONT FRONT 1 "0 STD. PIPE V GRIP RAIL 1 % STD.PIPE UPPER RAIL POSTS PER 2% STD. PIPE SHEET 1 TOP RAIL TYPE 1 E F TOP RAIL TYPE 2 f-DID RAIL STD. PIPE WALI-~--i 0 SECTION D-D dd ::kll"O STD. PIPE OR APPROVED EQUAL 0 SECTION E-E FRONT � �a BRACKETS EACH 8"-D-' OR AS SHOWN ON PLANS MOUNT TOP BRACKET ABOVE TOP STAIR NOSE. WALL -MOUNTED HANDRAIL SECTION F-F STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 1 METAL HAND RAILINGS 606 - 4 SHEET 3 OF 3 A HANDRAIL & BOCCE BALL ADA COMPLIANCE 5/9/19 T.S. BASIS OF BEARINGS: THE WEST LINE OF TRACT NO. 28034 BEING DESIGNED BY: R.H.L. N00'12'16"W, MB 258/69-70 BENCHMARK: 2.6 MILES SOUTH OF DRAWN BY: K.A.L. HWY, 111 AT JACKSON STREET AREA, 2 MILES W ON AVENUE 50, 45' WEST CHECKED BY: T.A.S. OF MADISON STREET. CHISELED SQUARE SOUTHEAST WING WALL OF SUBMITTED B BRIDGE P D 109 70 1970 y NOTE 1 WHEN DOOR SWINGS ONTO LANDING - 42" min. (1067mm) PLUS DOOR WIDTH NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY WHEN NO DOOR SWINGS ONTO LANDING 60" min. (1524mm) SEE 60" min NOTE 2 SEE (1524mm)�ENp[E1 NOTE 2 (9524 72"min. (1829mm) AS REQUIRED INTERMEDIATE TURNING PLATFORM 60,1 INTERMEDIATE TURNING PLATFORM 72"min . (1829mm) AS REQUIRED 36 RAMP WITH TURNING PLATFORM JOB# 2016.0242 DATE: 12/11 /2017 - S(3« REV. DESCRIPTION DATE BY ELEVATION: 27,941' TIMOTHY A STARK P.E. No. C76523 (DATE) CUBIT SEE SHEET 1 FOR BOTTOM RAIL, POSTS, PICKETS, AND POST EMBEDEMENT TOP RAIL DETAILS SHEET 3 CLEAR 4" CLEAR WELD ALL AROUND - SEE NOTE 5 T, TREAD WIDTH BACK OF h SIDEWALK STAIR CURB TYPE A TYPE C HANDRAIL INSTALLATION ON STAIRWAYS SLIP JOINT DETAIL DRIVE -ON STEEL END CAP F cy � � I 0 CAP DETAIL FOR RAIL END NOTE 2: 1. USE TYPE C WHERE ADJACENT GRADE IS MORE THAN 2- - 6" (760 turn) BELOW LANDING OR SIDEWALK FINISHED SURFACE. 2. RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 32 METAL HAND RAILINGS 606 - 4 SHEET 2 OF 3 ENGINEERING 16490 WALNUT STREET, SUITE B-3 HESPERIA, CA 92345 (760) 244-2247 LAND SURVEYING I CIVIL ENGINEERING I CONSTRUCTION NOTE 1: WHEN DOOR SWINGS ONTO LANDING - 42" min. (1067mm) PLUS DOOR WIDTH NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY WHEN NO DOOR SWINGS ONTO LANDING SEE NOTE 2 (15 min. 1524mm) 60" min 60"mrn (1524mm) S� � Min SEE NOTE 2 72"min. { (1829mm) I J 1l "--TOP PLATFORM INTERMEDIATE TURNAG PLATFORM AS REQUIRED BOTTOM LEVEL PLATFORM 31 STRAIGHT RAMP RUN CITY Off' LA QUINTA APPROVED DY: BRYAN MCKINNEY, PE CITY ENGINEER P.E. No. 49418 BUILDING OFFICAL CITY OF LA QUINTA CITY OF LA QUINTA DATE EXP. DATE 09-30-2018 DATE GABRIEL PEREZ PLANNING MANAGER CITY OF LA QUINTA CONSTRUCTION NOTES: 21 INSTALL 36" HIGH WALL MOUNT HAND RAILING PER S.P.P.W.C. STD. 606-4, TYPE TO BE DETERMINED BY ARCHITECT SEE DETAIL SHEET 10 OF 10 INSTALL 42" HIGH METAL HAND RAILING PER S.P.P.W.C. STD. 606-4, TYPE TO BE DETERMINED BY ARCHITECT SEE DETAIL SHEET 10 OF 10 (} CONSTRUCT ADA AND CALIFORNIA BUILDING CODE SEE RAMP WITH TURNING LANDING DETAIL SHEET 10 OF 10 3 CONSTRUCT ADA AND CALIFORNIA BUILDING CODE SEE STRAIGHT RAMP RUN DETAIL ON SHEET 10 OF 10 CONSTRUCT 36' HIGH RAMP RAILING PER ADA AND CALIFORNIA BUILDING CODE SEE RAMP HANDRAIL DETAIL ON SHEET 10 OF 10 STAIR NOTE: SEE SHEET C-2 OF ARCHITECTS PLAN SET FOR ALL STAIR, RISE, RUN, STRIPING AND RAILING CONSTRUCTION DETAILS. PGA WEST PRECISE GRADING PLAN SDP2017-0003 PGA WEST SPORTS CLUB 55955 PGA BLVD. LA QUINTA, CA 92253 DETAIL SHEET CASE NO.: SHEET 9 OF 9 DS-3 DATE