The URL can be used to link to this page

08-1639 (BLCK) Precise Grading Plan�',ENEFIAL NOTES 1. ANY ^Q'_''4G PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL r_ .f'UED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A S�PARAIE PERMIT ISSUED BY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE C%1- .ICTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATEI ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VAI BU,IId ING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING AND SAFETY DEPARTMEN CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFET FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION ONLY. ALL OFF -LOT CONS.'UCTION ACTI SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY TIE LA QUINTA PUBLI 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 FEATURE OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILT THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINI( 6" AND THEN COMPACTED TO NINETY PERCENT (90X) RELATIVE DENSITY PER A.S.T.M. SEC IF ICAT I ONNS . 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY QTS BENCH MARC PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEY 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, ANC DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE SHOWN ON THIS PLAN. CLEANING SHALL eE PERFORMED TO THE SATISFACTION of THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURE AS R FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11 . CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF M I I SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: TQU 1§T TOS IL 39TH:MAY-FRIDAY 7- AM TO 5:30 PM SATURDAY 8: 00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY BAYY-FRIDAY6 • PM 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 2%. DRAINAGE SWALES SHALL BE A AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINI SHALL BE 0.50%. SOILS ENGINEER'S CER77FICA7E WE HAVE REVIEWED THIS GRADING PLAN AND FOUND IT TO BE IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS OF OUR SOILS AND ROCKFALL MITIGATION REPORT. REPORT FILE NO. DATED GEOTECHNICAL ENGINEER DATE EXP. DATE _,/_:/ ENGINEER'S SEAL LOT COVERAGE: TOTAL LOT AREA = 42,390 SF TOTAL BUILDING AREA (COVERED PATIO AND GARAGE INCLUDED) = 7,748± SF BUILDING AREA/LOT AREA = 18.3% i I DRIVEWAY Ai-r'i;.0�'�.CH REOJIRES A SEPARATE PERMIT AND INSPECTION j FROM CITY OF LA QUIN-iA PUBLIC WORKS DEPARTMENT it v .iEND �� 62.0� FINISHED SURFACE . . . . . . . . . . . . . . . \ FL• HIGH POINT . . . . . . . . . . . . . . . . . . . HP LP Off, Z9 LOW POINT . . . . . . . . . -- - -- 1 RADE BREAK-.-- •- . . . . . . . . . GB (' \ INVERT . . . . . . . . . . .INV TOP OF WALL • • • • • • • • • TW ' PAD ELEVATION . . . . . . . . PE FF NSTALL )Z . STYROFOAM FINISHED FLOOR ELEVATION. . . . . . . . PER ROCK STUDY REP RT 62.2 • • • . . FL FL ' --- APPROVED FOR PERMITTINGi _ HICKEPDXY/STUCCO U V PROTECTION FOR FO "MI 1 A J- OF C ALI F O OFOAM TOM HARTUNGOF LA UINTA S12 THICK STYROFOAM CITY APATOR11 V THE ENERGY D I SS i,Alk PER SOILS ENGINEERS HOUSE BUILDINGANDSAFETY DIRECTOR „ LAY BACK ROCK FALL REPORT i CITY OF LA QUINTA N L _ 1: 1 SLOPE STALL 42" H t UH I HOUSE a : = , -04 ?"71MM'm ' +� �` . i -- - - MAX. WN I . FENCE WALL __0 �Dj"010,!3 -0" FF 64.50 ON FLOWLINE . . . . . . . . . . . . . . . PROPERTY LINE . . . . . . . . . . . . . . . . . Gq G CLEAN OUT . . . . . . . . . . . . . . . . . . . C.0- . . . . . . . . ` � TOP OF CURB TC TOP OF FOOTING • . • • • • • • • • • TF I FINISHED GRADE . . . . . . . . . . . . . . . . • FG TOP OF GRATE . . . . . . . . . . . . . . . . . TG ` a1 END OF PAVEMENT . . . . . . . . . . . . . . . . EP ;_ Q; y (XXX -XX). _ . . . . . . . . . . . . . . . . .EXIST. ELEV. o rn 62.4 52.50 RIGHT OF WAY . . . . . . . . . . . . . R/W . iri INV. PLANTER AREA P.A. w President s Day Memorial Day 13 INSTALL 24" NDS BUBBLER BOX CITY OF 1-A Ql TEFP�T- Independence T Day BUILDING & SAFBT' _------_ Labor Day .0 - - - , NAN ADEQUATELY SIZED DEBRIS CONTAINER AP o�C �ID _ _ , s Day FO CONST ` - Thanksgiving Day IS REQUIRED ON THE JOB SON ITE DURING ALL ,p r0 g ` - Christmas Day PHASES OF CONSTRUCTION AND MUST BE DA I EMPTIED AS NECESSARY. FAILURE TO DO S so.3 Ro--EXISTING - _ ` MAY CAUSE THE CITY TO HAVE THE CONTAINER CU AT THE EXPENSE OF THE OWNER/ FL CK �HgNNE i CONTRACTOR." h w , x•89, 59.6'~ - PRIVATE - o• BY 0{y� TO 6NgGE- e°cao�h 07- 89 ti•- OT �0 ED _ , �� - ORSG C '58.8 3 V Pj ` ` ` o .° '�„ � T q R FL 6� o� pctober 1st - �I'��•CO a.m. to .m.. Eq. F( NSTALL 12" STYROFOAM , Frida3'� :pp p.m., �, Monday - O FF=64.50 PER ROCK STUDY REPORT-_ , .S��rday: � 09 ' °c °dellqr 1 -ne_r4S owe `\lam OVOrnffient er nlih = 4.50 �. ��? 58.1_ may 1st S�myb 4Ui a. 0 7:R0 y SEE SHEET 2 FF 6 0 0, FLQr��ay - .. u500 g• FOR STORY ABOVE o �•O F� Snttlydsty:_.. Ci4e o Sunday, coje116HNays; n� 809 �. 56 O,g�.: FF=61.50 .� o h5`?. 64.50F$ } k o , - , O V a i _ o . -- . a 1 0 t- h o0 ' 12 �� ` LOT 30 t� PE -(64.0) 63.QOFS SPA S� FF=64.50 WS=63.00 �o h`ti c I 66 - flS E4 SOTR 12 _ - -- , / , _ - -' . �•. PFG W P 61.50 S 125, F � Rq/N R4TE0 6 s �/ 4- R G . o S C ET 84 q 5h NES 6 OT 64 FOTRW S,3 O�FE S 4 OFG RW 5,pTF Quo/o,�o^ o� . S RET SP - o 52.50 52.50 / 64.50FS FS FS ' ham• ho, �,�. �' � .., � . 11 \52.50 52.50 ,° -__ --- 6.0 NV. _ 64.50 66.00 64.00TW -- -FS-------- - 12 ; . ' „I � .: FS FS 6 SS.OFG _ h • �� o�� 1 - =-.-': WM - WATER METER . . . . . . . . . TOE OF SLOPE ANNEL �, 67.5TW o s _ :k , , ' � LOT 31 r. It . �' e SEWER LATERAL SL 64.OFG - C = 8. - FOR FUTURE CON TION .= � PE EASEMENT. ------ 62 � • 62.07E ; ' 0 � s - 1 � �... - ' PUBLIC UTILITY 7 � • TO LOTS 28 & 29 __ � l u� 5 0 SETBACK LINE . . . . . . . - - - ,FL` - - _ _ 12 - ;iG . O Y •' 1 58.50 � ��: ��• W� �� F• � ' FLOW GRADE . . . . . . . . . . . . . . . . . . . -�- O� O51.70,/ 51.50 51.50 t 7.OFC� 63.50 _ _ O 55 OF 5fi. OTTFF �-- ;= 6 5�, FG �� 61.5 ' TOP OF SLOPE . . . . . . . . . . . . . . . . . FS GRADE FS FS , // - �-- k� _ �� 54.�OT ,� .; - � 55.0 �1 TWTOE OF SLOPE . . . \_49.50 < 70 OOTW''"67.5TW 6i Y 55.5FG- , r EXISTING SEWER LINE . . . . . . . . . . . . . S \ 64.OFG 0 INV. - _ _ _ _ - _ _ _ = WATER LINE % ! 59.00TF - - - - - _ .� 60.COT'MV - - - - �/ TF ISTI NG W 62.OTF� �� _ /� ' 6 63.50TW _ _ _ 58.0E - 58.Or G �= L >_ �U 1 55.5 55. _ 12.02' EX �: - - - _ - ----- - TW BLOCK WALL. _ , " _ 2.0 - 57.OF ,, 0 4 TW . � .57. OTF 57.50TW �� 5 6 o OTF � STYROFOAM ENERGY DISAPATOR. . . . . . . �' _ _ _ - -4.5011,- 2e = J , 56.007E �.; +` 4.�OT _ " - " .5 `- - -� - - S4T17 2 -'-�• ho. 4,0' - - 24 BUBBLER BOX24 BUBBLER BO 13 1 TW TW DECORATIVE 55A (0.73%) 51.8 TO 54.0 51.6 70G BOULDER WALL h 49.0 INV. 49.0 INV. i ! L=21.57 _--"-- L=139.9 R=108.50 � ,� '� h `? o• ``' `C� ` ` HOA CER77FICA TE AND c,1' h`V , WE HAVE REVIEWED THIS GRADING PPIN LAN ham• ,`� G h �Vh �� V �U �V FOUND IT TO BE IN SUBSTANTIAL CONFORMANCE TRADITION GUIDE Z-_-" 14.00' , WITH UNE. .00'7 v 20 i� SCALE 1'=10' xmmmmmw 0 5 10 20 30._ TT,•,.a.,,•fyv,^ v nA CArwinp Alert I h�V i �o t i BASIS OF. BEARINGS: DATE EL t: � NAME: ATE _- I P EXP. D ._._/ 1 L C E i F 3 • 03 17/2008 E / .A^_NS% PREPARED UNDER THE SUPERVISION OF: Q�OFESS/OSSI ,v9 _ CCT Sys,. e_ 78080 CALLE AMIGO, SUITE 101 BARBER RESIDENCE PRECISE GRADING PLAN DESIGN: DRAFT: BIDE BDE ` CHECK: DATE: -_---�CONSTRUCTION ` NOTES NOTE 100 YR . WS 1. MOISTURE PROOF ALL CONCRETE BELOW GRADE. ELEV=61 .60' CONSTRUCT YARD DRAIN. NDS #9108, 4" DIA. -V PSI) .CONCRETE FOR CORROSIVE 2. USE TYPE ( 4500 - Oj SATIN BRASS GRATE OR EQUAL. SOILS SPECIFICATION. 61.5 ELEV 0 �' GARAGE O CONSTRUCT YARD DRAIN. NDS #50, 6" DIA. GREEN .PEA_: e ..' COLOR GRATE OR EQUAL. GRAVEL 61.0 - -= °'•' GUN I TE FL = 18" POUR IN PLACE O CONSTRUCT 6" X45' BEND (SDR -35). LINER ��'� ,' CONCRETE WALL CONSTRUCT 6" PVC PIPE, (SDR -35). SLOPE AT 1 - -- - . -__- CMU WALL FOOTING - - PER ARCHITECT PLAN UNLESS OTHERWISE NOTED ON PLANS. FS 5311E INSPECT1103 FEE OF $3D O CONSTRUCT BUBBLER BOX WITH GRATE TOP. MYLOPIAST 12" WILL 8E CHARGED IF THE APPROVED DRAIN BASIN PER DETAIL ON SHEET 1.. 4" PERFORATED °:- %- ' PLANS AND JOB CARD ARE NOT ON © CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. _ t - - - _ _ DRAIN LINE d' :� :. THE SITE FOR A SCHEDULED HEIGHT AS SHOWN ON PLANS. _ -- ' •' ',✓ II, PECTION. NO EXCEPTIONS! 0 SAW CUT AND REMOVE EXISTING 6" CURB &GUTTER ; ;f PER LIMIT SHOWN ON PLAN. SECTION A -A CONSTRUCT( DRIVEWAY N . T . S . PERPER SEPARATE O COUNTY OF RIVERSIDE STD. #20 ?20 ¢1s,3�w Construction is NOT PEltMI TFD PLAN AND PERMIT. 44' on the following Code Holidays: 10 CONSTRUCT 6" MIN. THICKNESS P.C.C. DRIVEWAY. New Year's Day 11 CONSTRUCT 6"X6" TEE (SDR -35). - Dr. Martin Luther ICNngJr. Day 12 INSTALL e HDPE PIPE. FLOWLINE . . . . . . . . . . . . . . . PROPERTY LINE . . . . . . . . . . . . . . . . . Gq G CLEAN OUT . . . . . . . . . . . . . . . . . . . C.0- . . . . . . . . ` � TOP OF CURB TC TOP OF FOOTING • . • • • • • • • • • TF I FINISHED GRADE . . . . . . . . . . . . . . . . • FG TOP OF GRATE . . . . . . . . . . . . . . . . . TG ` a1 END OF PAVEMENT . . . . . . . . . . . . . . . . EP ;_ Q; y (XXX -XX). _ . . . . . . . . . . . . . . . . .EXIST. ELEV. o rn 62.4 52.50 RIGHT OF WAY . . . . . . . . . . . . . R/W . iri INV. PLANTER AREA P.A. w President s Day Memorial Day 13 INSTALL 24" NDS BUBBLER BOX CITY OF 1-A Ql TEFP�T- Independence T Day BUILDING & SAFBT' _------_ Labor Day .0 - - - , NAN ADEQUATELY SIZED DEBRIS CONTAINER AP o�C �ID _ _ , s Day FO CONST ` - Thanksgiving Day IS REQUIRED ON THE JOB SON ITE DURING ALL ,p r0 g ` - Christmas Day PHASES OF CONSTRUCTION AND MUST BE DA I EMPTIED AS NECESSARY. FAILURE TO DO S so.3 Ro--EXISTING - _ ` MAY CAUSE THE CITY TO HAVE THE CONTAINER CU AT THE EXPENSE OF THE OWNER/ FL CK �HgNNE i CONTRACTOR." h w , x•89, 59.6'~ - PRIVATE - o• BY 0{y� TO 6NgGE- e°cao�h 07- 89 ti•- OT �0 ED _ , �� - ORSG C '58.8 3 V Pj ` ` ` o .° '�„ � T q R FL 6� o� pctober 1st - �I'��•CO a.m. to .m.. Eq. F( NSTALL 12" STYROFOAM , Frida3'� :pp p.m., �, Monday - O FF=64.50 PER ROCK STUDY REPORT-_ , .S��rday: � 09 ' °c °dellqr 1 -ne_r4S owe `\lam OVOrnffient er nlih = 4.50 �. ��? 58.1_ may 1st S�myb 4Ui a. 0 7:R0 y SEE SHEET 2 FF 6 0 0, FLQr��ay - .. u500 g• FOR STORY ABOVE o �•O F� Snttlydsty:_.. Ci4e o Sunday, coje116HNays; n� 809 �. 56 O,g�.: FF=61.50 .� o h5`?. 64.50F$ } k o , - , O V a i _ o . -- . a 1 0 t- h o0 ' 12 �� ` LOT 30 t� PE -(64.0) 63.QOFS SPA S� FF=64.50 WS=63.00 �o h`ti c I 66 - flS E4 SOTR 12 _ - -- , / , _ - -' . �•. PFG W P 61.50 S 125, F � Rq/N R4TE0 6 s �/ 4- R G . o S C ET 84 q 5h NES 6 OT 64 FOTRW S,3 O�FE S 4 OFG RW 5,pTF Quo/o,�o^ o� . S RET SP - o 52.50 52.50 / 64.50FS FS FS ' ham• ho, �,�. �' � .., � . 11 \52.50 52.50 ,° -__ --- 6.0 NV. _ 64.50 66.00 64.00TW -- -FS-------- - 12 ; . ' „I � .: FS FS 6 SS.OFG _ h • �� o�� 1 - =-.-': WM - WATER METER . . . . . . . . . TOE OF SLOPE ANNEL �, 67.5TW o s _ :k , , ' � LOT 31 r. It . �' e SEWER LATERAL SL 64.OFG - C = 8. - FOR FUTURE CON TION .= � PE EASEMENT. ------ 62 � • 62.07E ; ' 0 � s - 1 � �... - ' PUBLIC UTILITY 7 � • TO LOTS 28 & 29 __ � l u� 5 0 SETBACK LINE . . . . . . . - - - ,FL` - - _ _ 12 - ;iG . O Y •' 1 58.50 � ��: ��• W� �� F• � ' FLOW GRADE . . . . . . . . . . . . . . . . . . . -�- O� O51.70,/ 51.50 51.50 t 7.OFC� 63.50 _ _ O 55 OF 5fi. OTTFF �-- ;= 6 5�, FG �� 61.5 ' TOP OF SLOPE . . . . . . . . . . . . . . . . . FS GRADE FS FS , // - �-- k� _ �� 54.�OT ,� .; - � 55.0 �1 TWTOE OF SLOPE . . . \_49.50 < 70 OOTW''"67.5TW 6i Y 55.5FG- , r EXISTING SEWER LINE . . . . . . . . . . . . . S \ 64.OFG 0 INV. - _ _ _ _ - _ _ _ = WATER LINE % ! 59.00TF - - - - - _ .� 60.COT'MV - - - - �/ TF ISTI NG W 62.OTF� �� _ /� ' 6 63.50TW _ _ _ 58.0E - 58.Or G �= L >_ �U 1 55.5 55. _ 12.02' EX �: - - - _ - ----- - TW BLOCK WALL. _ , " _ 2.0 - 57.OF ,, 0 4 TW . � .57. OTF 57.50TW �� 5 6 o OTF � STYROFOAM ENERGY DISAPATOR. . . . . . . �' _ _ _ - -4.5011,- 2e = J , 56.007E �.; +` 4.�OT _ " - " .5 `- - -� - - S4T17 2 -'-�• ho. 4,0' - - 24 BUBBLER BOX24 BUBBLER BO 13 1 TW TW DECORATIVE 55A (0.73%) 51.8 TO 54.0 51.6 70G BOULDER WALL h 49.0 INV. 49.0 INV. i ! L=21.57 _--"-- L=139.9 R=108.50 � ,� '� h `? o• ``' `C� ` ` HOA CER77FICA TE AND c,1' h`V , WE HAVE REVIEWED THIS GRADING PPIN LAN ham• ,`� G h �Vh �� V �U �V FOUND IT TO BE IN SUBSTANTIAL CONFORMANCE TRADITION GUIDE Z-_-" 14.00' , WITH UNE. .00'7 v 20 i� SCALE 1'=10' xmmmmmw 0 5 10 20 30._ TT,•,.a.,,•fyv,^ v nA CArwinp Alert I h�V i �o t i BASIS OF. BEARINGS: DATE EL t: � NAME: ATE _- I P EXP. D ._._/ 1 L C E i F 3 • 03 17/2008 E / .A^_NS% PREPARED UNDER THE SUPERVISION OF: Q�OFESS/OSSI ,v9 _ CCT Sys,. e_ 78080 CALLE AMIGO, SUITE 101 BARBER RESIDENCE PRECISE GRADING PLAN DESIGN: DRAFT: BIDE BDE ` CHECK: DATE: