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07-2719 (BLCK) Precise Grading PlanGENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABUSH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH 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 AND SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION 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 DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING 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 MEASURE 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 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST To SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. 12. MAXIMUM CUT AND FILL SLOPES = 2:1. HALL BE f) DRAINAGE SWALES SHALL BE A MINIMUM OF 0 3' DEEP 64 tn 1 N w 52 AVE. PROJECT SITE 54 A VE. IN THE CITY OF LA QUINTA, STATE. OF CALIFORNIA PRECISE GRADING PLAN THE HIDEAWAY LOT 52D VICINITY MAP N.T.S. 13. MINIMUM BUILDING PAD DRAINAGES . AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE of SWALES - SHALL BE 0.50X LEGEND FINISHED SURFACE . . . . . . . . . . . . . . . FS HIGH POINT . . . . . . . . . . . . . . . . . . . HP LOW POINT . . . . . . . . . . . . . . . . . . . LP GRADE BREAK . . . . . . . . . . . . . . . . . . GB INVERT . . . . . . . . . . . . . . . . . . . . . INV TOP OF WALL . . . . . . . . . . . . . . . . . TW PAD ELEVATION . . . . . . . . . . . . . . . . . PE FINISHED FLOOR ELEVATION. . . . . . . . . . . FF FLOWLINE . . . . . . . . . . . . . . . . . . . . FL PROPERTY LINE . . . . . . . . . . . . . . . . PL - CLEAN OUT . . . . . . . . . . . . . . . . . . C.O. TOP OF CURB . . . . . . . . . . . . . . . TC TOP OF FOOTING . . . . . . . . . . . . . . . . TF FINISHED GRADE . . . . . . . . . . . . FG TOP OF GRATE . . . ... . . . . . . . . TG END OF PAVEMENT . . . . . . . . . . . . . . . . EP (XXX.XX). . . . . . . . . . . . . . . . . . . . . . EXIST. ELEV. RIGHT OF WAY . . . . . . . . . . . . . . . . . . RAW PLANTER AREA . . . . . . . . . . . . . . . . . . P.A. WATER METER . . . . . . . . . . . . . . . . . WM SEWER LATERAL . . . . . . . . . . . . . . . . . SL PUBLIC UTILITY EASEMENT. . . . . . . . . . . . ------ SETBACK LINE . . . . . . . . . . . . . . . . . - - - FLOW GRADE . . . . . . . . . . . . . . . . . . . -.-- TOP OF SLOPE . . . . . . . . . . . . . . . . . . TOE OF SLOPE . . . . . . . . . . . . . . . . . . . EXISTING SEWER LINE . . . . . . . . . . . . . S EXISTING WATER LINE . . . . . . . . . . . . . . W BLOCK WALL . . . . . . . . . . . . . . . . . . . 8" NDS CAP WITH 6" CLEANOUT LNLET NOTE: DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT & INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT TOTAL LOT AREA=18,787 SF TOTAL BLDG AREA INCLUDING CASITA, COVERED PATIO & GARAGE=7,780+/- SF BUILDING AREA/LOT AREA=41.4 NOTE: THE DEVELOPER/CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB LOCATION (OR EDGE OF STREET PAVING IF NO CURB EXIST) FROM PROPERTY LINES) WITH PUBLIC WORKS DEPARTMENT. COMPACT BACKFILL TO 90% MIN. WITH TOP 12' COMPACTED TO 95% 4' CONCRETE SLAB (POURED IN PLACE) EXTEND 6' INTO UNDISTURBED SOIL I=I 11=I (CLASS 520-C-2500 CONCRETE) ET Op RON _--. p I I �I I I- -FLOW--- �1=111 OUTLET T1=III= o =- = M I I 48' PRECAST PERFORATED CONCRETE RING -III-III � 3/8' TO 3/4' WASHED ROCK III -I I O O J1 A NON -WOVEN FILTER FABRIC PER SEC. 88-103 CAL. STD. SPEC. SHALL BE USED I I=III II MI BETWEEN THE WASHED ROCK AND I I=1 I I� UNDISTURBED SOIL i LSI ( �VJooCJ V�V o I I= 3/8' TO 3/4' WASHED ROCK ON p UNDISTURBED SOIL A MINIMUM 12 THICK TILT -- NOTE. ALL JOINTS ABOVE THE LEACHING AREA SHALL BE MORTAR SEALED INSIDE AND OUT. DRYWELL DETAIL NOT TO SCALE BUBB__ OVER 6" COMPACTED 1" ROCK CONSTRUCTION NOTES O1 INSTALL YARD DRAIN, NDS #05, 6" SQ. GREEN GRATE OR EQUAL. O INSTALL 6' PVC PIPE, (SDR -35). S=1% UNLESS OTHERWISE NOTED ON PLAN. O3 INSTALL YARD DRAIN, NDS #9106, 4" DIA. SATIN BRASS GRATE OR EQUAL ® CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. 50 CONSTRUCT 10' DEEP DRYWELL PER DETAIL ON SHEET I. © CONSTRUCT 6" MIN. THICKNESS P.C.C. DRIVEWAY. O INSTALL BUBBLER BOX WITH GRATE TOP, NYOPLAST 12" DRAIN BASIN PER DETAIL ON SHEET 1. ® INSTALL 6"x6" TEE (SDR -35). 0 INSTALL 6"x45' BEND (SDR -35). R FABRIC Underground Service Alert Call: TOLL FREE 1-800 227-2600 N. TWO WORKING DAYS BEFORE YOU DIG I REFERENCES I I I I I I I � I I i I I \ � I � 1006. 700;;6 T S3 1006 _ &2 80 S D o� o k � Epc� S / Pq Th / k 70 / . p 09.35 / gOCMT S7D / k pq0;�S� S30 LOT 53D TDP- t1 nnr�p n1 X 1 00,9 926 q p . S7D 03 A 1*1 .7 r PREPARED UNDER THE SUPERVISION OF: QRpFESS/ONq �-•- SZ_-��--.� _l °' ^x-06 c�� � AR SNq � ESFANDIAR SHAHANDEH DATE: ���P�o y92�<!yz RCE NO. 47834 EXP. DATE 12/31/2007 C-, 4, No. 47834 = rr, LU rn APPROVED BY: Exp. 12/31/07 sr CIVIL DATE: q� OF RCE NO. EXP. DATE - ti APPROVED FOR PERMITTING, PLANNING AND ZONING C❑MPLIANCEr TOM HARTUNG DATE DOUGLAS R, EVANS DATE BUILDING AND SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA C!TY OF 1A OUIN i A BUILDING & 8-AFE1Y Dr=PT. APPROVED FOR CONSTRUCTION DATE BY 1 r I I SCALE 1"=10' 0 5 10 20 30 t I I pqp 43 I I � S30 GB 0S 9g OS 87 0 k�qp 00,6 I I 7 I C O I S3 I I D I of o --i pAp�MT 1007.20TG 1 10s 30' 3,5 I 013.50S2p �10&0X _ 74 107.5FG 100� I 72 I- SP -�4pS - ps3/S1006.5FF 11 IID 2 I II I p 1 1003.10INV - k / _V_ 0 �`' b, (,1005.67TC 1 W 2 M ECC BaX 700/> i 006 I I 2 �S 6 ELOPE S20 20 _ eRC ASC QU�k p 3.50T FH IP. F0 10. 1005F p _ g C]O res q 2 I o I I, 41012.50TW ( I --- - -- - o E 1007.5FG t 1006.5FF P DU9. 37 qp SID -Planning ESSI SHAHANDEH -civil Engineering -Structural CIVIL ENGINEER Engineering PALM DESERT 45-175 Panorama Drive, Suite "E', Palm Desert, CA 92260 Phone: (760) 340-5597 * FAX: (760) 340-1121 12.00' I 1 i I II 1 100 .337C Z I I oos.SOFs N I �i � I • � I I i ,I 0 LI W 0 I I a 1ce z 105 0 Ar 0 5 2 v MT 0 R I 1 i S20 1 10,m w o I PUE � O I I i o 3 QI I w o I °- I i 12' I a o a I (EASEMENT °' o I k 1o0S e s 0 1 C1006.ddT� I I I 1002.11INV I I II 1041%06wy I I � I II Q 7 104. TG �-- ----� 102,90INV I _ SL_ 004 .4 TC) (1004.84 I 1 � 004. Q„SL 04 I 4 1007 G OpS2/SID I I 1006.5FF I -----1 ( II I I I I I II II k I I I 7009 k1701148 e X46 I S7 S D 1 I v I II Qf li 9/18/06 STANCHFIELD RESIDENCE DESIGN: DRAFT: PRECISE GRADING PLAN ESSI ESSI HIDEWAY LOT 52D CHECK: DATE: TRACT 29894-4 ESSI MAY 06 PORTION OF SECTION 9, T.6S., R.7E., SBB&M DWG No. PG238001 CITY OF LA QUINTA SHEET 1 OF 1