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BRES2021-0834 Precise Grading PlanArchitecture / Planning 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 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. i 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 i WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. / / 12. MAXIMUM CUT AND FILL SLOPES = 2:1. / 13. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP / AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWALES / SHALL BE 0.50%. 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 . . . . . . . . . . . . . . . . . TIC TOP OF FOOTING . . . . . . . . . . . . . . . . TF FINISHED GRADE . . . . . . . . . . . . . . . . . FIG 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 . . . . . . . . . . . . . . A A A % • A . . . . . . . TOTAL LOT AREA = 16,839t SF TOTAL BUILDING AREA (COVERED PATIO AND GARAGE INCLUDED) = 5,810f SF BUILDING AREA/LOT AREA = 34.5% LEGAL DESCRIPTION LOT 26 OF TRACT 28470-1, AS SHOWN IN MAP BOOK 263, PAGE 76, OF MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. 8" NDS CAP WITH 6" CLEANOUT COMPACT BACKFILL TO 909 MIN. WITH TOP 12" COMPACTED TO 959 4" CONCRETE SLAB (POURED IN PLACE) EXTEND 6" INTO UNDISTURBED SOIL (CLASS 520—C-2500 CONCRETE) " PRECAST PERFORATED CONCRETE RING 3/8" TO 3/4" WASHED ROCK A NON —WOVEN FILTER FABRIC PER SEC. 88-103 CAL. STD. SPEC. SHALL BE USED BETWEEN THE WASHED ROCK AND UNDISTURBED SOIL _3/8" TO 3/4" WASHED ROCK ON UNDISTURBED SOIL A MINIMUM 12" THICK C/ / NDS BUBBLE BOX LTER FABRIC BUBBLER BOX TO BE PLACED — OVER 6" COMPACTED 1" ROCK IN THE CITY OF LA QUINTA, STATE OF PRECISE GRADING TRADITION LOT 26" NOTE: DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT NOTE. • ALL JOINTS ABOVE THE LEACHING AREA SHALL BE SEPARATE BUILDING PERMITS) IS REQUIRED FOR THE SWIMMING POOL, FOR CLEANOUT. # — ® CONSTRUCT 10' DEEP DRYWELL PER DETAIL HEREON. MORTAR SEALED INSIDE AND OUT. SPA, WATER FEATURE, FIRE PIT AND BLOCK WALLS. DR YWELL DETAIL OUT DOOR SHOWER SHALL BE INDEPENDENT FROM THE BLOCK WALL AND 4 BRICKSLOT DRAIN 9O CONSTRUCT 6" MIN. THICK P.C.C. DRIVEWAY APPROACH AP N : 7 7 0 — 2 3 0 — 016 DRAINAGE SHALL BE PER PUBLIC WORKS REQUIREMENTS. 1 NTS PLAN A n PERMITPER CITY OF LA 4UINTA STD. DWG. #225. PER SEPARATE 7 8- 7 6 1 DEACON DRIVE E A S T CALIFORNIA PLAN APPROVED FOR PERMITTINGI I PLANNING AND Z❑NING C❑MPLIANCE: AJ ❑RTEGA DATE ACTING BUILDING OFFICIAL CITY OF LA QUINTA CHERI FL❑RES DATE C❑MMUNITY DEVELOPMENT MANAGER CITY OF LA QUINTA i O � SSMH (34.69RIM) --EXIST. 6" CURB & GUTTER -LOT G TR 28470-1 (MB 263/76-90) -EXIST. 6" CURB & GUTTER TR 28470 -1 (MB 263/76-90 EXISEAS EASEMENT PE ��'��� ������h� EXIST. LADSCAPE 'S��1 � �F. EASEMENT 0/ b� ���,1 EXIST. 6" CURB & GUTTER u�35.40 34.86FS---_—---_CROWN r---- EXIST.+6' MAINTENANCE YARD WALL_____________________________________________________________________________________ (E)+6' MAINTENANCE YARD WALL (EXIST. +6' MAINTENANCE YARD WALL — —I (GATE) EXIST. MAINTENANCE BUILDING EXIST. MAINTENANCE BUILDING •(SSCO) 30' AWAY FROM WALL 30' AWAY FROM WALL � I EXIST. LADSCAPE EASEMENT ; PROVIDE 7/16" GAP PAVERS PER ARCHITECT PLAN AT BRICKSLOT DRAIN\ CONSTRUCTION NOTES i WATER LEVEL O CONSTRUCT YARD DRAIN. NDS #3, 4�� SQ. SATIN BRASS GRATE OR EQUAL. CONSTRUCT YARD DRAIN. NDS 50, 6" DIA. GREEN -- POOL O COLOR GRATE OR EQUAL. # I I � I (3 CONSTRUCT 6"X45- BEND (SDR-35). SAND BED I ® CONSTRUCT 6" PVC PIPE, (SDR-35). SLOPE AT 1 % BRICKSLOT (GALVANIZED STEEL UNLESS OTHERWISE NOTED ON PLANS. O5 CONSTRUCT BUBBLER BOX WITH GRATE TOP. NYLOPLAST 12" DRAIN BASIN PER DETAIL ON SHEET 1.. QUICKLOK K100S CHANNEL 10 CONSTRUCT 6" MIN. THICKNESS P.C.C. DRIVEWAY. 11 CONSTRUCT YARD DRAIN. NDS #16S, 3" DIA. SAND COLOR GRATE OR EQUAL. 12 CONSTRUCT 6"X6' TEE (SDR-35). 13 INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999 PER DETAIL HEREON, OR EQUAL. 14 INSTALL "ACO ACCESS UNIT" ON CHANNEL AT SOUTH ENDS, PER MANUFACTURER INSTRUCTION. 15 CONSTRUCT 4" PVC PIPE, (SDR-35). SLOPE AT 2% UNLESS OTHERWISE NOTED ON PLANS. BASIS TEMPORAROYFBENBEAR POINT ELEVATION: 34.90 DATUM: NGVD29 LOCATION: TOP OF CURB AT BC STATION 32+98.15 ON THE WESTERLY CURB OF DEACON DRIVE EAST DESCRIPTION: TOP OF CURB AT BC STATION 32+98.15 ON THE WESTERLY CURB OF DEACON DRIVE EAST PER CITY OF LA QUINTA STREET IMPROVEMENT PLAN FOR "TRADITION - TRACT 28470-1", ON FILE IN THE OFFICE OF THE CITY ENGINEER OF THE CITY OF LA QUINTA AS FILE NUMBER 97037 SHEET 6 OF 21. BENCHMARK -LOCAL BENCHMARK BEARING SHOWN HEREON ARE BASED ON THE NORTH PROPERTY LINE OF LOT 26 OF TRACT NO. 28470-1 AS SHOWN BY A MAP ON FILE IN BOOK 263 OF MAPS, PAGES 76 THROUGH 90 INCLUSIVE, RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING: NORTH 89055'53" WEST 1 © CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. HEIGHT AS SHOWN ON PLANS. 1LI 7� SAW CUT AND REMOVE EXISTING 6" CURB & GUTTER NOTE PER LIMIT SHOWN ON PLAN. USE "ACO ACCESS UNIT" PART 96877 PREPARED UNDER THE SUPERVISION OF: QR1CFESS/ON �Z�''!� 9/27/2021 AR Syq q� 28740-1 (MB 263/76-90), AND MEASURED SURVEY NOTES 0 INDICATES 1" I.P TAGGED 6687 PER MB 263/76-90 Qo INDICATES FOUND TACK AND TAG PER MB 263/76-90 ESFANDIAR SHAHANDEH DATE: �`�� P�� �9� �0 SSI p 77-570 SPRINGFIELD LANE SUITE "C" RICE NO. 47834 CD No. 47834 = ? PALM DESERT, CA 9221 1 LLJ M F!NGINEERING (760) 772-8400 OFFICE APPROVED BY: (760) 772-8421 FAX DATE: qTF OF CNO RICE NO. EXP. DATE NERENCE ONLY CIVIL AND STRUCTURAL ENGINEERING - PLANNING RIPPEE RESIDENCE PRECISE GRADING PLAIN TRADITION CLUB LOT 18 TR 28470-1 MB 263/76 PORTION OF SECTION 6, T.6S., R.7E., SBM CITY OF LA QUINTA 50 Z TAMPICO AVE. 52 0 Z w VICINITY MAP LA QUINTA, CALIFORNIA N.T.S. 9/27/21 DESIGN: DRAFT: ESSI ESSI CHECK: DATE: uvvb INO. rb 104UU 1 SHEET 1 OF 1 N C� U � o n � N N � O � H � � N ct h � �OFESS/ONq\ `� P�1 N • cv J'� 2 No. C054193 Exp. 12 31 2 `r CIVIC F OF CAS -CFO 1 M kn N V � N ct c� U d O � c� W v ct • 0C 00 r— Lot: 26 Tract: 28470-1 MB: 327/56-88 ARN #: 770-330-026 Sheet Title: Precise Grade Plan Revision Date No. Scale SEE PLAN Drawn JJ Plot Date Sheet: G 1