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PG2018-0006CITY OF LA QUINTA GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY-FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY-FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE THROUGHOUT THIS PLAN SET. MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 225 C.Y. TOTAL FILL (RAW): 225 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 GAS THE GAS COMPANY (800) 427-2200 TELEPHONE VERIZON (800) 483-5000 CABLE T.V. TIME WARNER (760) 340-1312 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR- EXISTING UTILITIES THE LOCATIONS OF 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, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH 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, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. CONTRACTOR 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, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS 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 MSA CONSULTING, INC. THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. 236 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RA C T MAP NO. 32879 -GRIFFIN RANCH PHASE 5 PRECISE GRADING PLAN LOTS 175y 176 AND 183 � PNUE 51 K J AVENUE 52 z 0 w AVENUE 53 w W W a in AVENUE 54rd C� SQw bj w SITE W z O v~i AVENUE z O z Yo VICINITY MAP o AIRPORT BLVD NTS Q RS) INDEX OF SHEETS SHEET DESCRIPTION 1 2 COVER SHEET LOTS 175, 176 AND 183 233 THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE ?232 APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. NUISANCE WATER DISCLAIMER NOTE, EXCESSIVE OVER —IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. FEMA, Dig S a f e I y THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD HAZARD AREAS. DIG ALERT DIAL TOLL FREE NOTE- PERMITS 1�800-227-2VOO SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. AT LEAST TWO DAYS NOTE CONCRETE BEFORE YOU DIG ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA INCLUDING ALL ADDENDUMS. NO.REVISIONS APPROVED I DATE PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED FOR- LENNAR COMMUNITIES, INC. 980 MONTECITO DRIVE, SUITE 302 CORONA, CALIFORNIA 92879 (951) 817-3663 INDEX MAP 0' 200' 400' 600' 800' SCALE 1"=200' BASIS OF BEARING, THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE T N 15 TOWNSHIP 6 SOUTH OF THE SOUTHEAST 1/4 OF SEC 10 © Copyright 2018 RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC MSA Consulting, Inc. AND COTO TAKEN AS: N 02'03'38" W (NAD 83 CA ZONE 6 All Rights Reserved DATUM). MSA CONSULTING, INC. PLANNING ■ CIVE. ENGINEERINo ■ LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANCxo MMAGE ■ CA 92270 TELE mm (760) 320-98H ■ FAX (760) 323-7893 (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL NTS S WIATRAK )ING OFFICIAL OF LA QUINTA TYPICAL STREET SECTION 54/4 DATE (EXISTING PRIVATE STREET) GARDEN WALL NTS 6"x8"x16"PRECISION BLOCK c� 0 J m W MORE THAN 12" NOTE REGARDING WALL ELEVATIONS GARDEN WALL AND GARDEN WALL/RETAINING WALL HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS ON THESE PLANS ARE NOT NECESSARILY IN BRICK INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. TYPICAL GARDEN WALL REAR YARD DETAIL NTS ABBREVIATIONS EAST EP N NORTH ESMT. JE) S SOUTH EX W WEST FF AC ASPHALT CONCRETE FL BC BEGINNING OF CURVE FG BCR BEGIN CURB RETURN FS BOC BACK OF CURB GB BSL BUILDING SETBACK LINE GF C/L CENTERLINE HP C&G CURB AND GUTTER INV C.B. CATCH BASIN L.F. C.Y. CUBIC YARDS LP D DEPTH MAX. DWG. DRAWING MIN. DWY DRIVEWAY MOC EA. EACH NG EC END OF CURVE N.T.S. ECR END CURB RETURN P/L �QAOFE3S/p�� % DE L4r F q J! 099 Z ti C43880 m m c Exp. 6-30-19 m A ( l0 /y\ �� OF CAC\FCI INDIO BM •99 ELEV. 499.71 _....._. .... ... ..._ .. __. _...._._.. _. _._..._. 43880 R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 �15* PAD ELEV (SEE PLAN) DATE OF LA z _'o a , a OMIT ONE HALF BLOCK AT SWALE -r z FL WALL FOOTING FLOWLINE IN INCREMENTS AS SEE PLAN NECESSARY TO PROVIDE EMERGENCY OUTLET FOR YARD DRAINAGE. 6" MIN. `V OPENING WITH 2" MIN. COVER OVER TOP OF FOOTING TYPICAL SIDE YARD 40 WALL OPENING DETAIL NTS EDGE OF PAVEMENT PCC POINT OF COMPOUND CURVE EASEMENT PE PAD ELEVATION EXISTING PIG POINT OF INTERSECTION/GUTTER FL FINISHED FLOOR POC POINT ON CURVE FLOWLINE PRC POINT OF REVERSE CURVE FINISHED GRADE PROP. PROPOSED FINISHED SURFACE PUE PUBLIC UTILITY EASEMENT GRADE BREAK PVMT PAVEMENT GARAGE FLOOR R/W RIGHT OF WAY HIGH POINT S.F. SQUARE FEET INVERT S/W SIDEWALK LINEAL FEET TB TOP OF BERM LOW POINT TC TOP OF CURB MAXIMUM TF TOP OF FOOTING MINIMUM TOG TOP OF GRATE MID -POINT OF CURVE TP TOP OF PAVEMENT NATURAL GROUND TRW TOP OF RETAINING WALL NOT TO SCALE TW TOP OF WALL PROPERTY LINE TYP. TYPICAL PRECISE GRADING LEGEND INDICATES CENTERLINE INDICATES RIGHT-OF-WAY R. INDICATES EXISTING CURB AND GUTTER ^+ INDICATES EXISTING WALL INDICATES EXISTING UTILITY LINE W: WATER MAIN, S: SEWER MAIN, -� - - -� - - - - — INDICATES CONSTRUCT GRADED SWALE INDICATES EXISTING TOP OF SLOPE -- - -- - - - - - INDICATES EXISTING TOE OF SLOPE o----------------------- INDICATES PROPOSED STORM DRAIN INDICATES PROPOSED GARDEN BLOCK WALL INDICATES CONSTRUCT PCC CONCRETE 12"0 ROUND METAL GRATE PER LANDSCAPE ARCHITECT'S PLANS. TOG SEE PLAN 6" LANDSCAPE AREAS: NOS NO. 14 ROUND GRATE OR APPROVED EQUAL. 0.5% IN 0.5% MIN. REDUCER IF REQUIREDJy\\ \\/� PIPE RISER W z i PLASTIC ELBOW a OR PLASTIC TEE Q a LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC -TOG AA// \\/ \//\\4" OR 6" PVC SDR 7\\7\\7\\7\\,/\\:\/\//' INV 35 (1% MIN) jQ\\ SEE PLAN `14 EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN)(D NTS z �n 2 FS FF 22%MINA GARAGE STOOP PATIO CONCRETE LANDINGS NTS JDESIGNEDBAPPROVED BY CITY OF LA QUINTACITY OF LA QUINTA, CALIFORNIASHEET � TRACT NO. 32879 - GRIFFIN RANCH PHASE 5 - PRECISE GRADING PLANof BTM ENGINEER AECOVER SHEET 2 R.C.E. 49418 EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS v6si-a0b co LOT 1, a v 8 EX. BLOCK WALL LOT 187 T E 6672.0) M FG p /� M 0 Tq d4 �I of '0 x mJ: a 1� rn N 0I 34.79' 1 27.79' �p 7 �M �C o 10 u o' 0 I I 20.5' o r LOT 182 TW 477.33 06 FG 471 PE (679.0) TF 469.35 I F 3 N m 469.80 133.00' FL -HP 4 Q -- - - CO LU L=99.00' FS o r7 4 85% rn S=1.00% 6 47 o6 N ._•1 rn m w Q - mrn 470.2 n� N •g 1 I i0 't< m cpo 70_57 v d m O c� H d v tO 3 1%� <: •'I! is �z (nl v.'p>ro 470.44 3 0 .2 2' v 4; 7 0.9%. 7Zt LOT 183 FS 99 Ne,d QVLj 0 PLAN 6B 47o z2 15 FF 470.77 m PE 470.1 I m 1 .ten Gl 470.43 _ N �? (9 1 TF 469.2 0 --------------- TOG 469.50 5 INV 468.17 N n M 1 470.1 3 !� 4 L-104.00 6 I L6I S=1.24% M I 1 �..�..3.0� .. m -ss-.8�o I! m M m jm v I� > I t I ,loz 7 I LOT 177 I TW 477.33 PE (479^3) I FG 471.3 3 TF 470.00 131.59' +-- 470.82 n TOG 470.10 5 3 77Y5 'I oop rz o o= 471.02 0 INV 46 L=109.00' T L' 0 1 1 . o E1% a s r� r J .00' 6 S=1.00% < 33:35'.•:. = v 4 . _ w p 3 2 471.04 20' - -. PUN 5A FS CHIMNEY 6\ 474%".-. 28 6161 A --,- .^ - . 471.17 TO o� S u?n FS 0 dx EL 'r 470.40 F 1 m 470.89 .. - 471.17 LOT 176 0 a 1 a L-HP FS a% . FS F TW a7ss7a : PLAN 5A 39.07' TF 469.33 2 ' FF 471.37 470.8s PE 470.7 Fs n 3 471.01 d 71.17 m �2p . FS U'): 10' P o� PUE 471.17 FS 4 o p m ohd T4796..67 W4633 m . 0'L=570 TOG 470.10 5N4 1 li T /(�-) 5=1.27% N ---------- -1IV --- - TW 476.671.0t-- ------------o-? 470.a0 --- FG 470.1 FL -HP 3 470.7 FG TF 469.33 130.00' I� Ii LOT WS 1 PE (.689.3) n LOT 1 Ica F'E 4(' ilI oil F=__f-r--E='_�F% __-�.5%_ ----�---- 4G70.1 I 33.25' t 2 ® 86� 00 o a xj 470.22 in TOG 469.50FS m 5 ' N c oS 470.42 INV 468.17 { 1 '-2646 1%� c J 4 FS 6 L=108.00' 5=1.00% ; -, w 470.44 T 1- 4.14 - p 2 3 FS PUN 5C 470.57 20' .i FS HIMNEY xi u�. Lq 4 B21 r - 2% -. of 00 O 37 Im FHP69 29Lr 470.57 z FS LOT 175 PLAN 5C ass 38s3' ^2 FF 470.77 FL- a7o.29 PE 470.1 FS �• 470.41 FS 470.57 FS p N p�i 470.57 w I 3 FS o I 470.33 I FS 1• 0 III 7. _______________________ _______ ---------------- 31 469.80 L=109.00' 5 TOG 469.50 4 FL 6 INV 468.17 FL -GB -HP S=1.43% TW 476.0 9 9.3 ri F 4' � nu etc nn d A non TF 471.33 FG FI'... ,w TF 469.33 w TW 3 TC (_ 46_8 83) - " a FG 470.1 �99� - TF - w - 69 '� 6.0 3 47 - 3 TW '--w TC 468. -- �46 61 ' 1`S' FG 47 .1 54 ---=-� .. TF 469.33 107 2Y Ti m TC 468.30 - - o Cv TC 467.81 _. - in 24+QQ --5-- - THUNDER GULCH WAY I I _ ---- 2 O5+ 0 - -I 26+00 1 LOT 1 - (6) FJ 4L4T-3.4 ■E ry 2 - • 46 7 _ - +00 IBUICITLDING ILAOFFICIAL QUINTA DATE I LAN INCITY OF MAGA13RIEL PERIANTA� DATE CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 1,875 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,373 SF O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,027 LF O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 6 EA O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 638 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 EA NOTE TO CONTRACTOR, QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NOTE REGARDING GRADES - UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE Q�OFESS/ON o9m ;p rn Dig I Alert w C43880 m 0' 20' 40' 60' 80' s 30-19 :0 Exp. 6- `f DIAL TOLL FREEMINE 1-800-227-2600 MINE OR sTgPF C I V 1 SCALE 1"=20' © Copyright 2018 AT LEAST TWO DAYS MSA Consulting, Inc. of CAN.\ BEFORE YOU DIG I All Rights Reserved NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. BENCH INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MARK 43880 SM S 2 PLANNING CNm ENGINEERING Lean SURVEYING meInLOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY TRACT NO. 32879 -GRIFFIN RANCH 34200 BoB HoPE DRIVE ■ RANCHo Mi AGE InCA 92270 MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS MCKINNDATE PHASE 5 - PRECISE GRADING PLAN OF 2 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 Ig 11311571 CHECKED BY CITY NEEREY LOTS 175, 176 AND 183 TELEPHONE (760) 320-98H IsFAx (760) 323-7893 JAB R.C.E. 49418 EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS