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BRES2021-0264 Percise GradingGENERAL NOTES IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA APPROVED FOR PERMITTING: AJ ❑RTEGA DATE PLANNING AND Z❑NING C❑MPLIANCE: CHERI FL❑RES DATE 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. 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. 13. MINIMUM BUILDING PAD DRAINAGE SHALL BE 27.. 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 PRECISE GRADING PLAN MA[DISON CLUB LOT 109 TRACT NO. 33076-2 M.B. 393/61-80 ASHER RESIDENCE PORTION OF SECTION 10, T.6S., R.7E., SBB&M PROVIDE 7/16" GAP AT BRICKSLOT DRAIN PAVERS PER ARCHITECT PLAN WATER LEVEL HID EA' frJ ACTING BUILDING ❑FFICIAL CITY OF LA QUINTA C❑MMUNITY DEVELOPMENT MANAGER CITY OF LA QUINTA FINISHED SURFACE . . . . . . . . . . . . . . . FS HIGH POINT . . . . . . . . . . . . . . . . . . . HP _ `'! POOL LOW POINT . . . . . . . . . . . . . . . . . . . LP I� GRADE BREAK . . . . . . . . . . . . . . . . . . GB INVERT . . . . . . . . . . . . . . . . . . . . . INV SAND BED TOP OF WALL . . . . . . . . . . . . . . . . . TW PAD ELEVATION . . . . . . . . . . . . . . . . . PE BRICKSLOT (GALVANIZED STEEL_— FINISHED FLOOR ELEVATION. . . . . . . . . . . FF FLOWLINE . . . . . . . . . . . . . . . . . . . . FL QUICKLOK K100S CHANNEL PROPERTY LINE . . . . . . . . . . . . . . . . . PL— -1111 I BENCHMARK - LOCAL BENCHMARK CLEAN OUT . C,p, I � I I I I TOP OF CURB . . . . . . . . . . . . . . . . . TICNOTE ELEVATION: 980.58 DATUM: NGVD29 + 1000' TOP OF FOOTING . . . . . . . . . . . . . . . . TF USE "ACO ACCESS UNIT" PART #9687 LOCATION: TOPOF CURB AT MEDIAN CURB RETURN POC STATION FINISHED GRADE . . . . . . . . . . . . . . . . . FIG _ FOR CLEANOUT. I I 11+51.83 / 5.35' RIGHT ON BAFFIN AVENUE TOP OF GRATE . . . . . . . . . . . . . . . . . . TG — DESCRIPTION: TOP OF MEDIAN CURB RETURN POC STATION 11 +51.83 END OF PAVEMENT BRICKSLOT DRAIN / 5.35' RIGHT ON BAFFIN AVENUE PER CITY OF LA QUINTA STREET . . . . . . . . . . . . . . . . EP 1 O ISON PHASE 2, ON FILE IN THE (XXX.XX). . . . . . . . . . . . . . . . . . . . . .EXIST. ELEV. I NTS OFFICE OFNTHELCITYFOR NGINDEER OFCLUTHE CITY OF LA QUINTA AS FILE RIGHT OF WAY . . . . . . . . . . . . . . . . . . R/W NUMBER 06047 SHEET 12 OF 18 (1ST SUBSTITUTE MYLAR) . PLANTER AREA . . . . . . . . . . . . . . . . . . P.A. WATER METER . . . . . . . . . . . . . . . . . . wm SEWER LATERAL . . . . . . . . . . . . . . . . . SL PUBLIC UTILITY EASEMENT. . . . . . . . . . . . ------ SETBACK LINE . . . . . . . . . . . . . . . . . FLOW GRADE . . . . . . . . . . . . . . . . . . . BASIS OF BEARINGS TOP OF SLOPE . . . . . . . . . . . . . . . . . . g BEARING SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT TOE OF SLOPE . . . . . . . . . . . . . . . . . . . 105 OF TRACT NO. 33076-2 AS SHOWN BY A MAP ON FILE IN BOOK 393 EXISTING SEWER LINE . . . . . . . . . . . . . S OF MAPS, PAGES 61 THROUGH 80 INCLUSIVE, RECORDS OF THE COUNTY EXISTING WATER LINE . . . . . . . . . . . . . W OF RIVERSIDE, STATE OF CALIFORNIA, BEING: BLOCK WALL. CONSTRUCTION NOTES 10 INSTALL YARD DRAIN, NDS #50, 6" DIA. GREEN GRATE OR EQUAL. 20 INSTALL 6" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. 30 INSTALL 4" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. ® CONSTRUCT CMU WALL PER SEPARATE PLAN AND PERMIT. 50 INSTALL 10" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. © CONSTRUCT 6" MIN. THICKNESS DRIVEWAY PER ARCHITECT PLAN. 70 CONSTRUCT YARD DRAIN, NDS #16S, 3" DIA. GRATE OR EQUAL. ® INSTALL YARD DRAIN, NDS #3, 4" SQ. WITH DEBRIS RESISTANT GRATE OR EQUAL. 90 INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999 PER DETAIL HEREON, OR EQUAL. 10 INSTALL "ACO ACCESS UNIT" ON CHANNEL AT SOUTH ENDS, PER MANUFACTURER INSTRUCTION. 11 INSTALL 6"x45' BEND (PVC-SDR-35). 12 OMIT ONE BLOCK AT BASE FOR DRAINAGE 13 INSTALL 6"x6" TEE (PVC-SDR-35). 14 INSTALL 1ION10" TEE (PVC-SDR-35). 15 INSTALL 6"x10" REDUCER (PVC-SDR-35). REFERENCES REVISION PREPARED UNDER THE SUPERVISION OF: =�� • �Z�— �!� 7/29/21 ESFANDIAR SHAHANDEH DATE: RICE NO. 47834 I_1%I %I:ZiPI4110 RICE NO. DATE: QRpFESS/ON AR Sygy9� ��c> ; -I No. 4/b,54 '=1� 9TF OF CAS 0� SsI 77-570 SPRINGFIELD LANE SUITE "C" PALM DESERT, CA 9221 1 (76 ) 772-8400N G I N E E R I N G (760) 772---8 O 1FICE FAX CIVIL AND STRUCTURAL ENGINEERING - PLANNING NORTH 89029'36" WEST LEGAL DESCRIPTION LOT 100 OF TRACT 33076-2, AS SHOWN IN MAP BOOK 393, PAGES 61-80, OF MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. NnT�: DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT SEPARATE BUILDING PERMIT(S) IS REQUIRED FOR THE SWIMMING POOL, SPA, WATER FEATURE, FIRE PIT AND BLOCK WALLS. OUT DOOR SHOWER SHALL BE INDEPENDENT FROM THE BLOCK WALL AND DRAINAGE SHALL BE PER PUBLIC WORKS REQUIREMENTS. SURFACE WATER WILL DRAIN AWAY FROM BUILDING, GRADE SHALL FALL 6" WITHIN THE FIRST 10 FEET. INSTALL 4" PVC PIPE, (SDR-35). S=2% MIN. TO CONNECT ROOF DRAINS TO ONSITE DRAIN SYSTEM. LOT COVERAGE TOTAL LOT AREA = 22,412t SF TOTAL BUILDING AREA (GARAGE INCLUDED) = 7,104t SF BUILDING AREA/LOT AREA = 31.7 % APN: 779-510-016 81- 5 91 BAFFIN AVENUE FIM3mwIalomminkiamIII INK4a PRECISE GRADING PLAN MADISON CLUB LOT 109B TRACT 33076-2, M.B. 393/61-80 PORTION OF SECTION 10, T.6S., R.7E., SBB&M CITY OF LA QUINTA 7 /29 /2021 DESIGN r,ccl CHECK: AMG DRAFT: r,ccl DATE: MAY 2021 DWG No. PG127001 C-1 NnTF=: DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT SEPARATE BUILDING PERMITS) IS REQUIRED FOR THE SWIMMING POOL, SPA, WATER FEATURE, FIRE PIT AND BLOCK WALLS. OUT DOOR SHOWER SHALL BE INDEPENDENT FROM THE BLOCK WALL AND DRAINAGE SHALL BE PER PUBLIC WORKS REQUIREMENTS. SURFACE WATER WILL DRAIN AWAY FROM BUILDING, GRADE SHALL FALL 6" WITHIN THE FIRST 10 FEET. INSTALL 4" PVC PIPE, (SDR-35). S=2% MIN. TO CONNECT ROOF DRAINS TO ONSITE DRAIN SYSTEM. CONSTRUCTION NOTES 10 INSTALL YARD DRAIN, NDS #50, 6" DIA. GREEN GRATE OR EQUAL. 20 INSTALL 6" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. 3O INSTALL 4" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. ® CONSTRUCT CMU WALL PER SEPARATE PLAN AND PERMIT. 5O INSTALL 10" PVC PIPE, (SDR-35). S=1% UNLESS OTHERWISE NOTED ON PLAN. © CONSTRUCT 6" MIN. THICKNESS DRIVEWAY PER ARCHITECT PLAN. 7O CONSTRUCT YARD DRAIN, NDS #16S, 3" DIA. GRATE OR EQUAL. ® INSTALL YARD DRAIN, NDS #3, 4" SQ. WITH DEBRIS RESISTANT GRATE OR EQUAL. 9O INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999 PER DETAIL HEREON, OR EQUAL. 10 INSTALL "ACO ACCESS UNIT" ON CHANNEL AT SOUTH ENDS, PER MANUFACTURER INSTRUCTION. 11 INSTALL 6"x45' BEND (PVC-SDR-35). 12 OMIT ONE BLOCK AT BASE FOR DRAINAGE 13 INSTALL 6"x6" TEE (PVC-SDR-35). 14 INSTALL 1ION10" TEE (PVC-SDR-35). 15 INSTALL 6"x10" REDUCER (PVC-SDR-35). SCALE 1"=10' 0 5 10 20 30 P xl D I \ �I I �.D X m • ° ...D � U1 c J . 3 1 D \ tk D ° I J ,D lI I W D J X \ X 9 I I c �f e I Go J I � I O � 981 90TG 7 97 s I I \ I 1 979.90TG 983.20TW 4 T979.90TG 983. 977.901NV 97920TF 721NV 979. CART PAT I I I � m� D \ ° F EXISTING WHITE \. ` ..':.. =22' . ° I I I ROSES \ I ARTIFICIAL e D x TURF m e SL PEA iEAVIL LANDSIC ° N T ALLTS,BUSH�S & SHiv SHOWN 4' \ \ HOSE BIB N ° >l EXIS G LADI>\ c 1 `oX'.:ARTIFICIAL\ w p..D' \ BANKS OSE t. TURF' z o e \ COPI p m W \ \ Z D L D> c \ \ I 00 VXD I X \ I �(GAT. PATH) e I V. EXISTING LITTLE OLLIESOF n X \ m - 1 \ EXISTING LADY BANKS ROSE ° \ I SLOPE HEAVIL NDSCAPED D.n NOT ALL TREES,BUSH SHRUBS SHOWN D � D ' e D � n \ c \ n ,Dcn EXISTING ROS A Y �T,"PAT p D' p De .. D e \ \ \ 1 �\ ISTI UCA T D e D 4 D p p e: .' Dw D \ p D now what's b@IOW_ 4Ca11 before you dig_ REFERENCES __- REVISIONS ' LOT 108 PE=(981.0) VACANT PREPARED UNDER THE SUPERVISION OF: ��•�Z���� 7/29/21 ESFANDIAR SHAHANDEH DATE: RCE NO. 47834 /_1»:i6l7l21in:1'al RCE NO. DATE: S� LOT 110 PE=(980.2) VACANT QR""SS/ON AR Syq Mil; No. 4 / 6,54 +_) z F OF CA��F ■ I I (978.74FS) I I II I I I II I 1 I I - I ---- I I I 1 1 \I I \ 1 1 III I I 1 1 \I I I I 1 1 1 14 J � + 14 I \ \ IID T AN�rCRMER �`JD - - �I I (978.46FS) \ \ TO B F�.00ATED ,D ,D � \ \ \ 4 BY IID F CES AT 1 I I I \ CVW WATER METER TO \BE \ 2'O PVCFS�XPENS� I I RELO ATED B CVWD FORCES \ \ ( ) - - T AT O► NER'S PENSE l \ \ ).2FG 980.2FG TEL (2" PVC° CO \ \ \ \ o 1 \ 00 1 \ NI 1 L \ rn \ \ \\ \ \- \� \ \\ \ \ \ (978.25FS)\ � \v \ \ r \ 982.20TW 79.24 \ \ CDob \� \ 0� m\ a \ \ \Z \ \ 981.90TG \ \ \ (978.15FS) \ \ \ e (978.1 OFS) \ \ \ Wy 98 26TW 1\ A D•. D. ..•° o .. No. >. •be \ e 979:xs 3fS \ \ \\ e e \ 98 .20TW - \\ 79.20TF \ \ \ \ \ \ D=16*9'6" • �, \ 05 \ \�2 \ \R_ 423.00' \ \ \ \ \ \ L-121.75' \ \\ e • e \ \ \ \ \ \ \ (977.83FS) \ ° Ds .��5 7 I1p1V \\ •i )•O \ \ \\ \�i\ \ �� ��/,%/�/ \ \ \\ . s • s' .D. a e. �°: p. °. '�� \ \ \ \ \ � \ t/%� \ \ \ `980.46FS 981.90T' 6"X45' BEN 7-5.621N 7 975.64111V 11 23 \ 982.20 979.20TF 4\ \\\ \ \ \\ \ \\ \ (977.54FS)\ \ \ \ SEWER - \ _ - \\ - STAWR v \ \ \ \ LATERAL \ \ \ \ \ \ \ 980.60FS L \ 981.90TG 7 \ \\\\\ \ \ \ \ 9\75.481N \ \ \ 980.70FS I 5 L=16\\ \ ter,\P \ \\ \ \ \ \\ 10�\ r\\\ \ 9757.46 SMHS \ \\ 20TW 9� \ \ \ \ \ \ \ ( () �\ J \ \ 191 . OTF S 975.321N 13 L=23' [IF3 I\: (977.36FS)\ ° 13 L=13' 980.2FG 980.2FG 980.2FG 980.2FG \ - _ \ / 986-1 980.00TG 980.00TG 986.20TW � \\ \ {Y• \ � \ 98 .20TF 4 1 976.771NV 1 976.6 , Jv 980.2FG 4 \\ �x dN )\ �j / - _ �_ -r- - \ 979.20TF , (975.82FS) \ \ - _ 7-7 CONNECT TO EXISTING PRIVATE 10" \�' DRAIN INLET PVC LATERAL PER TRACT 33076-2 ON -SITE STORM DRAIN PLAN (96X.XX)INV \ \ \ \ \ \ \ CITY OF LA QUINTA PLAN SET #06029 </Y -\ -�SSI ENGINEERING 77-570 SPRINGFIELD LANE SUITE "C" PALM DESERT, CA 92211 (760) 772.8400 OFFICE (760) 772.8421 FAX CIVIL AND STRUCTURAL ENGINEERING - PLANNING APN: 779-510-016 81- 591 BAFFIN AVENUE ASHER RESIDENCE PRECISE GRADING PLAN MADISON CLUB LOT 109B TRACT 33076-2, M.B. 393/61-80 PORTION OF SECTION 10, T.6S., R.7E., SBB&M CITY OF LA QUINTA 7 /29 /2021 DESIGN: DRAFT: P'cci P'cci CHECK: DATE: AMG MAY 2021 DWG No. PG127001 C-2