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HomeMy WebLinkAboutDWG 516-8A; PD 2019-0006; ABEDI MOGHADDAM FAMILY RESIDENCE; 01-09USE 6" SPEE-D SQUARE AREA DRAIN & GRATE �-USE 6" SQUARE GRATE W/ ADAPTER �-NOS 6" RISER IF REQUIRED PL 6,, I I I ORCO AQUA-BRIC PERMEABLE INTERLOCKING PAVERS STANDARD CONSTRUCTION DETAILS FOR SLOPING SITES ORCO AQUA-BRIC PERMEABLE INTERLOCK/NG PAVERS STANDARD CONSTRUCTION DETAILS FOR SLOPING SITES USE NDSPRO 4" ATRIUM GRATE IN LANDSCAPING AREA 1/4' 'I3/4"R TOP OF CURB 2" Slo GRADE POINT ' PE_CONCRETE GRADE BEAM OPTION. EAR THEN BERM OPTION. SLOPE TO DRAIN SLOPE TO DRAIN SLOPE TO DRAIN SLOPE TO DRAIN ,--6" SPEE-D BASIN •�·'.· -��· -��; 4�.::; �:i :;·/;_. ATTER4:12 FINISHED GRADE �---,COMP. SOIL SECTION . .j -� CONCRETE SLAB ===i· / <l,'�-NOS UNIVERSAL LOCKING OUTLET AGG. BASE LEVEL LINE �� I�� ::f� TOE OF SLOPE SHOWN ON THE GRADING PLAN <I' 4 �--NOS 114 BEND DRAIN ELBOW 4 "' o ORIGINAL ---+-;;:_;J_�SLOPE -, ___ <I CRUSHED STON INVERT ELEVATION 1:1 LINE FROM _i. · 10'TYP. fil 4li" <J �-CRUSHEDAGGREGATE 520-C-2500 TOP OF SLOPE TO ,,-/. OUTSIDE EDGE OF _ ,-' ,- "(� BENCH WIDTH VARIES BEDROCK OR APPROVED FOUNDATION MATERIAL =,ra,.,MM,�,VCM""' ltO'v•·1 ...... :,,:ri,;i,r/OIN/1 r.o=o-»:r,1-1=a'.Jrrmnro l'W'"'"f , .......... ""'""""" <10,'f :;,__" ___ _, >------<PL KEY --<(-/-+---DRAIN PIPE SEE PLAN f-----'DRAJrT�i 86�t"TIONS N.r.s. 0 : 4• I I 6",I--'<-!2'MIN. I I 1'TILTED BACK(MIN.) ' :/•: :.+ : �r . ·.·,. DETAIL OF AREA DRAIN OVERFLOW DRAIN: 6" DIA. PVC PIPE WITH ATRIUM GRATE INLET AT 6"ABOVE FINISH GRADE ------. 4"-8" TYP. --J r 3" MIN. 6"MIN. PONDING-+-----iFreeboard ...,_,._,__ ' . (3" mulch) layer within) 2-#4----1COMPACTED BASE--� PER PROJECT PLAN 2%TYP. RESERVOIR COURS!e # 4@ 16' 0.C. 3/4" WASHED GRAVEL TYP. LA YER CHOKER:¾" • J-WASHED P-GRAVEI. SECTION A-A NOTTO SCALE ,----ALHAMBRA FDRY. TRAFFIC GRATE ALHAMBRA FDRY. GRATE TRAFFIC TYPE/EQ. � SEE PLAN 3" ' =-�=---. '' •: PIPE " - INV. !';: DOWNSPOUT [t 3"/4" ? SCREEN/STRAINER N"-I 1% SLOPE MIN. (.) .z � -<( :::,,,.. � _,-� U) � C.PIPEE PLAN8 /PV SE ' 1% SLOPE ""' \ 1/4" ,::--. 2' 0 - '° 00 � � ' �• bN O �...: 4" ITOP OFCURB GRADE POINT .. : BATTER4:12 .. • .. .... �. :... : . ,;·�_;.4�--�.-:: '�-�-·:�:-·, . �· . . .. . ..... 14.5" I INISHED GRADE �___, COMP. SOIL SECTION SEE PLAN N.T.S. [I] DOWNSPOUT DRAIN DET. N.T.S. 0 DETA IL OF CONC. CURB N.T.S. 02 6"x1-1/2" Sch 40 PVC. Reducer INLET PIPE 16.30' PER PLAN (TYP.) COBBLE OR SPLASHBLOCK 30' -�•,�- ' ' . , .. · RETAINING WALL 6" DIA. PVC Pl PE OVER-FLOW TO DRAINAGE SYSTEM REINFORCED CMU BLOCK WITH WATERPROOF MEMBRANE THROUGHOUT PER DET. N0.5 ON SHT.5 ,,.--uNIFORM MIX OF SAND AND ORGANIC MATERIAL (EX: COMPOST/· MININFILTRATION RATE OF 5 NCHES PER AHOUR. (DO NOT COMPACT) #4 16" o.c.TYP. 2'MIN. 0-'01'00000 oooo□oa.oo 0 00000000DOWNSPOUT " VERFLOW DRAIN:6"DIA. PVC PIPE WITH ATRIUM GRATE INLET AT 6" ABOVE FINISH GRADE OOO<)OQOOQOOOOOOOO O O o o o o o o o o o o o o o a o a o o o o o o 000000 PLAN DOWNSLOPE KEY DEPTH A - <l'.00....J "! a.'° 0:::.... UJ H/2 OR 15' MIN. BASE KEY WIDTH NOTE: WHERE NATURAL SLOPE GRADIENT IS 5:1 OR LESS, THE NECESSITY FDR BENCHING SHALL BE DETERMINED BY THE PROJECT SOILS ENGINEER. N.T.s.0NOTE: INFILTRATION FACILITIES PROPOSED WITHIN A 10-FOOT HORIZONTAL DISTANCE TO A MOISTURE SENSITIVE STRUCTURE SHOULD BE LINED WITH AN IMPERVIOUS BARRIER, WITHIN THE 10-FOOT ZONE. BASIC INST.4!.LA TION 0.IC CONCRETE GRADE BE.AM ON $!..OPING GROUND ORCO PAVINGSTON£S 4545 RUT/LE ST. RIVERSIDE, CA. 92509 PH. NO. (951) 685-8498 (951) 685-5974 FAX SHEET NO. COM-7 AQUA•BR!C DETAILS BASIC INSTALLATION ON SLOPING GROLJ.',i[l ORCO PA VINGSTONES 4545 RUT/LE ST. RIVERSIDE, CA. 92509 PH. NO. (951) 685-8498 (95/) 685-5974 FAX STD. PERMEABLE CONST. DETAILS FOR SLOPING SITES 24" UNIFORM MIX OF SANDS AND ORGANIC MATERIAL SUCH AS COMPOST MIN. INFILTRATION RATE 5" PER HOUR SHEET NO. COM-5 AGUA-BRIC DETAILS N.T.S.�SEE PLAN t •\j 4" PVC. PIPE-----�! · .• :: 3" PLANTING MULCH 32.70' FROM AREA LANDSCAPE •. 'DRAIN/ ROOF 493, 15, -seFG"'"_--.---� •·..,6" DIA. PVC. PIPE .. • W/ATRIUM GRATE INLET-----j----H-f-1%'7.'<S-+ AT 6" ABOVE FINISH �• GRADE,OVER FLOW DRAIN '· , � 491.15 SEE PLAN REINFORCED CMU BLOCK WITH WATERPROOF MEMBRANE THROUGHOUT PER DET. NO. "1" HEREON _.--r-# 4@ 16" o.c.TYP. r---6"CONC. BLOCKWAU. W/lolGl1.-O.C ..VER!.& HORIZ. #4DOWELS@ 24"0C.(TYP,) � CONC. BASE 6" LONGITUDINAL 4" DIA. PERFORATED PVC PIPE WRAPPED IN NON-WOVEN GEOTEXTILE MEMBRANE. PLACED NOTES: 1, AT LEAST 6 INCHES SHALL BE PROVIDED BE1WEEN THE PLANTING SURFACE AND THE CREST OF EACH PLANTER 2. PLANTERS SHALL NOT BE LOCATED ON UNEVEN OR SLOPED NOTTO SCALE 4" DIA. PERFORATED PVC PIPE WRAPPED IN NON-WOVEN GEOTEXTILE MEMBRANE CAPPED AT ENDS 490 5 OVER 1"GRAVEL LAYER �--6" DISCHARGE TO DRAIN SYSTEM SURFACES. 3. TOP SOIIJPLANTING MIX ISAT LEAST 18" DEEP. 4. TOP SOIL CONTAINS NO MORE THAN 30% COMPOST.NOTE: 5.MINIMUM GRAVEL LAYER SHALL BE 6' DEEP.INFILTRATION FACILITIES PROPOSED WITHIN A 10-FOOT 6.DIRECT OVERFLOW DISCHARGE TO DRAIN SYSTEM HORIZONTAL DISTANCE TOA MOISTURE SENSITIVE STRUCTURE 7.PLANTING IS REQUIRED. CONSULT LANDSCAPE ARCHITECT SHOULD BE LINED WITH AN IMPERVIOUS BARRIER, WITHINFOR SPECIFIC PLANT TYPES. THE 10-FOOT ZONE, DETAIL OF PLANTER BOX#l No. 57 OPEN-ORADED -------­W/MIN. 2% SLOPE SPACING PER MANUFACTURE''!<-----� SPECIFICATION (MIN 20% OPEN SURFACE AREA) PERMEABLE PAVERS (31/8" MIN. THICKNESS) CONCRETE MOW STRIP SEE LANDSCAPING PLANS LANDSCAPING 1818 LOWER 8ECT10N (NO FRAME) NOTE; U6E 12', 18', 24' LO'NcFtS TO INCREASE DEPTH UP TO A MAXlMUM Of7T 1...CHARI' 2' BEDDING 1%-3%-� !!l .... �"" 4" 12' NOTE: UNDISTURBED-� SECTION NOT TO SCALIE GEOTEXTILE ON TOP AND SIDES OF SUBGRADE WOVEN GEOTEXTILE MIN. OF MIRAR HP OR EQUIVALENT 1.INFILTRATION FACILITIES PROPOSED WITHIN A 10-FOOT HORIZONTAL DISTANCE TO A MOISTURE SENSETIVESTRUCTURE SHOULD BE LINED WITH AN IMPERVIOUS BARRIER, WITHIN THE 10-FOOT ZONE. 2. INSTALL SUBSURFACE CUTOFF WALLS/WIERS, WHERE DRIVEWAY GRADES EXCEED 5% LONGITUDINAL SLOPE 1/"< ��lt�N �8'1e,IE 1811 STEEL ORATES PAA'.WoJAY '271ba. TRAFFIC. -49 lbl. 20 1/8" 118" 1 314• �1' �""'...- • 6" DIA. PVC, PIPE 3" CLR. DRAIN TO APPROVED -----+-\------,.....-,fll LOCATION '-'-+-�� 2'-3'1112" CONT. FTG. WALL DETAIL "l" (2 6"x1-1 /2' Sch 40 PVC. Reducer N.T.s.01818 TOP SECTION (WITH GALVANIZED FRAME) t.CltAT9 AND CO'll!Jl.aAVAI.ABU PAINTED Bl.ACK OIi: 12.1.LV� 2. "ADA" GAATES AVAILAiLJ; m PAftKWA ya TRAFFIC S. "Hl:lil. PROCF'' OR.IIT'ES ,!1.V,!1.ILAIILE IN P.flRKWAY & TRA.FFIC '-A TOI' UC'TJONWITH P'IIAIII MIJIT II uaD IP IOLT DOWN �UlllED TOP SECTION HT. LBS KNOCK-OUT 111111 ,. "' NONE 1111 TU ,r ..,, f'I ,. i: 10• 1111T11 ,r '" ('J t· .111· 111,m ... ,.. <-4Jt•xt1• EXTENSION SECTION HT. LBS KNOCK-OUT 11111!1 •• "' NDNE: LOV'l'E.R SECTION HT. LBS KNOCK-OUT 1111 L12 ,r ..,. (-t)S•ztD• 1111L11 ,r ... f4Jr.111· 11111.24 ... , .. <4)rx11· 40 MIL PLATIC SHEETING WATERPROOF MEMBRANE OR/EQ. 4" DIA. PERF. PIPE OVER 1" GRAVEL LA YER RESERVOIR COURSE 314' WASHED GRAVEL LAYER N.T.S.DETAIL OF PLANTER BOX #2 (BI O-FILT RATION) N.T.S.[2]SEED, HYDROSEED, PLUG, OR SPRING PLANTING-� SOD: OVERFILL BEDDING-0.25' ABOVE MAT SURFACE DRIVABLE GRASS/-----����?&f'��86�CTS INC. DIM.: 24"X24"X1.5' GROSS ARENMAT= 4 SQ, FT. FLEXIBIUTY(MIN. RAOIUS)=12' CONC. COM?. STRENGTH=8000 PSI COLOR GREY 2' 4" 4' SEED COVER 4' PERFORATED PIPE@10' O,C.-....../ ENCASED IN 314" GRAVEL (1SF./F1'.l PERFORATIONS ORIEIIITEO DOWN % MIN.SLOPE TO SUITABLIE OUTLET SECTION NOT TO SCALE NOTE: 1. INFILTRATION FA CILITIES PROPOSED WITHIN A 10-FOOT HORIZONTAL DISTANCETO A MOISTURE SENSITIVE STRUCTURE SHOULD BE LINED WITH AN IMPERVIOUS BARRIER, WITHIN THE 10-FOOT ZONE. 2.INSTALL SUBSURFACE CUTOFF WALLS/WIERS, WHERE DRIVEWAY GRADESEXCEED 5% LONGITUDINAL SLOPE INFILL WILL BEDDING COURSE MIX BEDDING COURSE: INST ALL 2" NOMINAL OF 75% CLEAN SHARP SAND (ASTM C33) 25% GRANULAR COMPDST LANDSCAPING •SLOPE SEAL: "AS BUil T" EOTEXTILIE ON BOTTON AND SIDES TO TOP OF GRAVELWOVEN GEOTEXTILE MIN, OF MIRAFI HP OR EQUIVALENT RCE __ _ EXP. ___ _ ESS/ol\-'. 1>RT!J?, '1( OS''% 1/ Gl v' -o. C52563 /.. � . 12-31-22 DATE DETAIL OF GRASS PERMEA BLE DRIVEWAY 11 N.T.S. REVIEWED BY:INSPECTOR DATE 1----1---+--------------+--,t--t--+---t � Cl�!1N2!NG ��BAD w1---+---+--------------+---t--,t--+--""1 GRADING PL&HS FOR: ABEDI MOGHADDAM FAMILY RESIDENCE GR2019-0007 SEC ILS 1---1-----1---------------1----f--t--+---t �APPR�;,;O�\m�: =====�� JA9�0#1N:!!S;.=.::::;GFl::;;:::::DFP:;:::::;;;T;::::II .----------------------=I ==-1+-------------------------------------+----------------------------------1 RCE 83912 £)(FIR£$ 9/30/22 DAlE_____ D_E_T_A_IL_O _F_T_RE_N_C_H_D_RA_IN __ N_.T._s.-=8=-i..... ______ D_E_T_A_IL_O_F_P_E_R_V_I_o_u_s_P _A_VE_R ______ N_.T_.s.-'=I =9=-[_L_ __ 1_8_"x_18_'_' C_A _T_C_H_B_A_S_I_N_D_E_T_A_IL _____ N_.T_.s-'. [=10=="1 DAlE lNl11AL DA1E N1IAL DAlE H11loL CHKD BY:�---· PRO.ECT NO. DRAWING NO. ENGi ER .,. WllRIC REVISION DESCRIPTION 0llER ll'flfllNIL aTY ll'f'RfNH. RVWD BY: PD2019-0006 516-SA ENGINEERING MANAGER DocuSign Envelope ID: 12D1BD22-8DB8-429E-AE25-3E96639FF6E1 1/31/2022 ADDITIONAL NOTES DRIVEWAYS 1-CONSTRUCT CONG. DRIVEWAYS PER CITY OF CARLSBAD STD. PLAN GS-12 AND COUNTY OF SAN DIEGO STD. G-14B /2-TOTAL FRONT YARD DRIVEWAYAREA=2530.00SQ. FT.TOTAL PAVED AREA(30%)=759 SQ. FT./ WATER SERVICE LINES ,' 1.EX. WATER SERVICE MUST COMPLY /WITH CMWD W-3A., IF NOT INSTALL NEW SERVICE I I I I I I 28' I I I ' ' I I ' ' I I ' I ' I -\-I l;'\ .'y I , , NO SCALE 18' 10' 2%MAX- 2.00' MIN. DET. ''2'' . EGETATED SWALE RCE __ _ REVIEWED BY: INSPECTOR NO SCALE SCALE: 1"=10' 5' O' 5' 10' 20' GRAPHIC SCALE "AS BUILT" EXP, ___ _ DATE DATE PRo.ECT NO. DRAWING NO. PD2019-0006 516-BA ENGINEERING MANAGER DocuSign Envelope ID: 12D1BD22-8DB8-429E-AE25-3E96639FF6E1 1/31/2022 I I I \ \ \ I \ \ \ DA1E ---i.;;....-iiiii'oFWiiiiiclIDtGII EM GF' W0RK \ \ CONSTRUCTION NOTES rn Cg] [11 @] [fil INSTALL 3" P.V.C. PIPE INSTALL 4" P.V.C. PIPE INSTALL 4" PERFORATED PIPE INSTALL 6" P.V.C. PIPE CONSTRUCT AREA DR AIN PER DETAIL NO. 1&2 ON SHT. 2 [II CONST. CONC. PAVEMENT MIN. 4" ON 4" CMB.[II INSTALL PERMEABLE PA VERS PER DET. NO. 9 ON SHT. 2 � CONST. CONG. BLK RET. WALL PER STRUCTURAL PLANS & DETAILS ON SHT. 5 IIZ] INSTALL PERMEABLE STONE PAVER W/ GRASSIN BETWEEN(2"-5" WIDTH) 12]CONST. RIP-RAP PER D-40 TYPE 2� CONST. HEADWALL PER DET. HEREON DA1E N1IAL DA1E N1IAL REVISION DESCRIPTION OlHERNflfltNIL aT, Nii.OV>.L 10' 18" 4"-6" PIPE SUBDRAIN 0 18" J SIDE VIEW FRONT VIEW DRAIN OUTLET HEADWALL DET. N.T.S. NOTE: HEADWALL SHOULD OUTLET ATTOEOF FILL SLOPE OR INTO CONTROLLED SURFACE DRAINAGE SCALE: 1"=10' 5' o·5' 10' 20' "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: ABEDI MOGHADDAM FAMILY RESIDENCE GR2019-0007 BASEMENT LEVEL CHKD BY: --e,T,,,,__ RVM> BY: PRo.ECT NO. DRAWING NO • PD2019-0006 516-BA ENGINEERING MANAGER DocuSign Envelope ID: 12D1BD22-8DB8-429E-AE25-3E96639FF6E1 1/31/2022 510' 500' 490' --- 480' ---- 51 O' 1.50' 500' -� VEGETATED SWALE SEE DET. ON_SHT 3 P/L 16.80' .I:-. 499.00' i5' F a 4" PVC./ 4" PERF. PVC PIPE ENCASED IN 1fl3lft. GRAVEL GARAGE F.F.=507.33' F.F.=496.23' F. F. 508.41' CRAWLSPACE -------- 4" PERF. PVC. PIPE / ENCASED IN 1ft /fl. �Et ---3 F.F.=507.33' 4" PERF. PVC. PIPE ENCASED IN 1ft3/ft. ---�RAVEL--- 510.68' T. RAIL 499.0 0'T.RAIL 495.50'TW. ------1.CFX.GBADDEF=� SECTION 1-1 SCALF: 1 "=1 O' F.F.=507.33' \-----EX.GRADE C F.F.=497.18'4" PERF. PVC. PIPE ,._____ 12.00' �-- P/L NEW GRADE _,1 '-----4" PERF. PVC. PIPE ENCASED IN 1 ft3/ft, SECTION 2-2 GRAVEL SCALE:1"=10' ENCASED IN 1ft 1ft. GRAVEL 510'·--- 510'-- 500'---- P/L 4" PERF. PVC. PIPE ENCASED IN 1ft3/ft. GRAVEL '¾'.n 0 .., v,·�--.---"'-"-so'ac'\.Oo:¥�9'� \ii1]::l-�;0:-.,,,,,-' ___ c_o_Nc ___ D_WY-;;-F--�---_-_-__ ·o.""lrs_:�o'�1--�-=--;F-.�� =-= :�: '!.!. 1��:�-3:__;·-_--_·�J-=--=--=-+-F_.:=_F--==._5_0_8_.4�1':::=�F;:-'---..!.F�:s=-::,=�5�0�8.�08�'--t _ __!::F._cF.�=�50-!.!_7.:.::.3�3:.._' __.30' 4"PVC. TRENCH f------���= --EX=-_-G--::_RA_-_D_E-� ------ ---------51 O' P/L DRAIN ..______'-4" PERF. PVC. PIPE --------=='"Pl"RF. P"IJ . --4"-P-eRF-. PVC7P-IP-e------ENCASEBtN-1ft 3/ft. ---�500·ENCASED IN 1ft'lft. ENCASED IN 1ftalft. GRAVEL GRAVEL GRAVEL SECTION 3-3 SCALE:1"=10' GRASS PERMEABLE DWY CONC. DWY 4" PERF. PVC. PIPE ENCASED IN 1ft3lft. GRAVEL 4" PERF. PVC. PIPE ENCASED IN 1ft3/ft. GRAVEL SECTION 5-5 SCALE: 1 "= 1 O' 499.00' TF. 498.00' TF. SECTION 4-4 SCALE:1"=10' PLANTER BOX 2' TEMPORARY EXCAVATION MIN. SEE SOILS ENGINEER RECOMMENDATION PROFILE FOR WALL "B"SCALF:1"=1 O' ?, 1/ 1/ ;; BLDG. 6"CONC. BLOCK WAL� W/#4@)16"0.C. VERT:-& HORIZ. 2'-3"x12" CONT. FTG.------.W/2-#4 CONT. @ BOT 4" PERFORATED PVC ---­PIPE SUB DRAIN WRAPPED IN A FILTER FABRIC IN A ONE CUBIC FEET OF GRAVEL (TYP.)IOR PER SOILS ENGR. RECOMMENDATION PLANTER WALL/ DET. 5 N.T.S. X <( ::e 5:...0f-"­:::, 24" �"S:1-1--iii, #4DOWELS@ 24"0C.(TYP.) I ,---CONST. JOINT #4 1 16"0.C. 3"CLR 2'-311 SEAL: (480.85') P/L ---------51 O' ---------500' :;:; f­::c (') w I "' g 0.:::,#4@16"OC.(TYP.i-...,_ --·-490' h--t--+-2'x12" CONT. FTG. N W/3-#4 CONT. BOT& ',. � #5 DOWELS@. 16"O.C. ___ FG. __ _ 3"CLR F' c=3000psi.(iYP .) P£ JOIN '---4" PERFORATED PVC 4" PERFORATED PVC--­PIPE SUB DRAIN WRAPPED IN A FILTER FABRIC IN ONE CUBIC FEET OF GRAVEL(TYP.)/OR PER SOILS ENGR. RECOMMENDATION j -------+_ ......... ---480' PIPE SUB DRAIN WRAPPED IN A FILTER FABRIC IN ONE CUBIC FEET ---------EXISTING FENCE 2' OF GRAVEL(TYP.)/OR PER SOILS ENGR. 3"CLR 2'-6" 24" 1ai #4DOWELS @ 24"OC.(TYP.) RET. WALL DETAIL 1 RECOMMENDATION N.T.S. 8" CONG. BLOCK WAL W/#6@16"O.C. VERT. & #4@16"O.C.,HORIZ. W/INSPECTION(TYP.) 4" PERFORATED PVC---­PIPE SUB DRAIN WRAPPED IN A FL TER FABRIC IN ONE CUBIC FEET OF GRAVEL(TYP.)/OR PER SOILS l=NGR. RECOMMENDATION 2.75" 2'-6"x14" CONT. FTG .. ------lf-----"A..z :>'. 24" -. . .. ., :-(_) ;: �---+---#4 @16"OC.(TYP.) W/4-#5 CONT. BOT&:,' · · ·: - .. : • • ;;; � ""I' #6DOWELS@ 16" O.C. '; .j, .. , ... ·· ... _._.· __ ·_ � � I F'c=3000psi.(TYP.)... • � RET. WALL DETAIL 2 N.T.S. 3"CLR 21-6"--,..--#4@16"OC.(TYP.) RET. WALL DETAIL 2A N.T.S. 8' 2 3/4"CLR P/L ---- <;>.Of[SS/ q -0'''\R I Ip " ,o _\, ' r_' No. C5Z563 . . . 5'-0"x18" CONT. FTG. -----------+"'---c--'·,-•·-·-· �-· . .__. • � �- .', .. •· -•. i · 1 7 , ··:d W/5-#12 HORIZ.TOP&BOTT. _:...· ·::___· �-+· ..o--?+:;::;;i:J· .,�_.'--. · �-----�-- -: .� :·. -.... · •. · -�t _ #4@12 CONT. TO & BOTT. i,--,---.___-.... ..,......__....,-,1-r-------#6 DOWELS@ 8" O.C. ALT. F'c=3000psi.(TYP.) 3"CLR ?--2'-011-...,/L ' 18"-x12" CONT. KE¥-----------"1 t-1'-0"-t W#4@12 CONT. & i'-----5'-0"·� -----ta"CLR #5 DOWELS @ 16" O.C. ALT. F'c=3000psi.(TYP.) RET. WALL DETAIL 3 N.T.S. 3"CLR :a f­:r: (') w:r:"' g "­::::, 2'-0" #4 @16"OC.(TYP.) RET. WALL DETAIL 4 N.T.S. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1--+-+-------------t--t---t---r--t I 94� I CI'Q:IN2!NG����AD I s,�1s 1 1--+-+-------------t--t---t---r--t GIW)]HG PLIRB J'Olt ABEDI MOGHADDAM FAMILY RESIDENCE GR2019-0007 I APPRO't'ED: ;W-t==.::::"t:::t-;:::::::::::::::::::::�t::��:::i::::i::=1 _aTY ENGINEERDA1E N1IM. REVISION DESCRIPTION DlilE ll1IAL DA1E ll1IAL Cl1Y ,. I IWl.11.. CHKD BY: Tr RVWD BY: v SECTIONS PRo.ECT NO. I DRAWING NO•PD2019-0006 . 516-BA ENGINEERING MANAGER DocuSign Envelope ID: 12D1BD22-8DB8-429E-AE25-3E96639FF6E1 1/31/2022 / I. I ...... I I \' d:, ,,___v . '- �� 'Q ('.> "/�'a 16 STABILIZED CONSTRUCTION �-ENTRANCE/EXIT TR-1 VEHICLE LENGTH 24ft or Mox. allowed by site CORRUGATED STEEL PANELS 2 ROW� OF GRAVEL BAGS N �:'.2C2.C::2£:=,'<l 1-4'PVC DRAIN PIPE PLAN IBER ROLL 2 BAGS SIDE BY SIDE W/4''0 P.V.C. PIPE .SECTION DIKE/DEBRIS BASIN AT DOWN DRAIN ..... <.O ("') ..... 0 z RCE __ _ REVIEWED BY: N.T.S 20' I EXP ____ _ DATE DATE E:::3t:::t:::::::::::::::::::::::::l====E===E:::3:::3 . ;¥G�R�20�1:\/is-*aa�ag,1==�E�R�o:!::!:s�•og,,iN!::!,c==o=:NiirR�o;jL�PtLA�N:oorr1;:: APPROVED: JASON s. GEI.DERT I i==+=+---------------t-=t==t:=r=J ==ENGINEER=;--,;RCER""i6"39"'1:;-2 1DPl•RESii:i°igii";130iiiij1:ii22: DA� DA1E N11AL DIGNER aF WORK REVISION DESCRIPTION OA1E N1IAL 01HER NWNN.. DA1E N1W. a, ... IIW.,L . I PRO..ECT NO. I DRAWNG NO. CHl<D BY: ---:;,,;;,---1 PD2019-0006 516-SARVWD BY: ENGINEERING MANAGER DocuSign Envelope ID: 12D1BD22-8DB8-429E-AE25-3E96639FF6E1 1/31/2022