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HomeMy WebLinkAboutSDP 2018-0023; CARLSBAD OAKS LOT 4; Administrative DeterminationSITE PLAN LEGEND SITE ACCE5516LE FATf-1 OF TRAVEL (MN. 4' WIDE/ FAF<CEL LINES FIRE HYDRANT <NEW PRIVATE UND.i, DOU6LE Cf-lECK VALVE (PRIVATE/, ELECTRICAL TRANSFORMER FAD (NEW/, 25'-IZ>' f-llGf-1 PARKING LOT LIGf-lTS PATIO TA6LE ( 6ENCf-l W/ UM6RELLA, LITTER CANS W/ RECYCLING PROVIDED AT EACf-1 TA6LE AREA ACCE5516LE VAN PARKING SPACE, (9'W x 18'D W/ 8'W x 18'D AISLE/ FIRE TRUCK TURNING RADIUS, (42' DIA CITY OF CARLS6AD F.D.i ------- t:«I ~ [TI ....,.., 0 I.~ + / _.,/ I I I I I I I I I STORM WATER TREATMENT FACILITY (SIORETENTION.! 2'-@" OR 2'-b' OVERHANG [ -----_/ (WHERE OCCURS) ~i\l I ~·-6l I Pi-PARKING STALL COIJNT TYPICAL -' !!l ' 1 r ; PARKING - STALLS, We -REPRESENTS DESIGNATED 5c COMPACT STALLS -!-~T_LE_E_1 .. -~-~-o·--o·N_. -------------tJ~,..•-1111113."• _______ lilZ)' n ~ CITY OF CARLSBAD Administrative Permit --------- Case No. Sl>P 20/8-002'3 Exibit No. A -AA Date feb {Zof'l , SCALE, I' = 31Z>'-IZ>' TRUE NORTH APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO. PER CONDITION NO-__ _ PLAl'._TNJI\G DIVISIOJ< DATE ENGINEERING DIVISION DATE SDP 2018-0023 PROJECT DATA 45,4!:>€) S.F. 4,100 6.F. 51Z>,l51Z> 6.F. 4IZ> SPACES 13 SPACES II SPACES 124 REQUIRED 96 (16%) 25 (212)%) 6 (I VAN) (4%) 126 PROVIDED EATING AREA SUMMARY REQUIRED EATING AREA (300 S.F. EATING AREA FER 5,IZ>IZ>IZ> 5.F J IZ>f!!6x 51Z>,151Z> S.F. = 3,IZ)IZ)9 S.F. PROVIDED OUTDOOR EATING AREAS (612)% MIN.1 1,824 Sf. PROVIDED INDOOR EATING AREAS ( 4"% MAX!, l)IZ>4 S.F. TRAFFIC SUMMARY TRAFFIC GENERATED SY USE, OFFICE (14/ IOOIZ>i • IIZ>f!)IZ>IZ> S.F. MANUFACTURING ( 41 IIZ>OO) • 29,1512) Sf. STORAGE {21 IIZ>e>e>i • 11,IZ)IZ)IZ) Sf. TOTAL APT, AIRPORT INFLUENCE 14" 111 21'3 FLIGf-lT ACTIVITY ZONE/SAFETY ZONE· AIRPORT SAFETY ZONES 4l6 COMMUNITY NOISE EQUIVALENT LEvEL NOISE/LAND USE COMFATISILITY, COMFATl6LE Tf-llS INFORMATION 15 BASED ON Tf-lE COMFREf-lEN51VE LAND U5E FLAN -McCLELLAN PALOMAR AIRPORT, ADOPTED 3/4111Z> AND AMENDED 12/1/11. FIRE NOTES 1. AN AUTOMATIC FIRE EXT~UISf-llNG AND DETECTION SYSTEMS Sf-lALL SE ~TALLED IN ALL 6UILDNGS. 2. DESIGNATED FIRE LANES Sf-lALL 6ECOME Tf-lE RE5FONSl61LITY OF Tf-lE DEVELOPER TO f-lAVE SAID ACCESS RESTRICTIONS RECORDED, Tf-lAT Tf-lE OWNER IS RESFONSl6LE TO PROVIDE AND MANTAIN TO IDENTIFY AND ENeuRE ENFORCEMENT OF Tf-lOSE DESIGNATED ACCE55. PROJECT DIRECTORY OUNER!Affi ICANT, VICTORY CARL56AD OAKS INNOVATION CENTER LP FOSOX 3111 LA JOLLA, CA '32e>3!l Ff-lONE, (B!l!l! 815-B!l!li& CONTACT, SEN 6ADIEE AF;CI-IITECT, 5MITH CONeUL TING ARCHITECTS 13200 EVENING CREEK DR 5, SUITE 125 SAN DIEOO, CALIFORNIA 92128 Pf-lONE, (BSB/1'33·4111 EMAIL, peterb•sca-sd.com CONTACT, PETER 6US5ETT VICINITY MAP CIVIL ENGINEER- EXCEL ENGINS:RING 44e> ST A TE PLACE ESCONDIDO, CA 921Z)2'3 Ff-lONE, /16e>/ 145-8118 FAX. (16e>i 145•18'31Z) LANDSCAPE AF;CI-IITECT, RIDGE LANDSCAPE 8841 RESEAF<C.-1 DR, SUITE 200 IRVINE, CALR'Ol'iNIA '32618 PHONE, (949! 387-1323 FAX, (94'3! 381-13e>3 CONTACT, RON 5TAl<K n~ SmithConsuitingArchitects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858.793.4787 Fax www.sca-sd.com ©2.015 Smith Consulting Architects 1- z w :i a. 0 -I w > w C w w -C <C m Revision Dates ""' l- o ..J lo::: a: <C CL z 0 <C -0 1- <C -> C 0 <C z z m -UJ en ..J lo::: a: <C <C 0 0 C <C Ill en ..J a: <C 0 SDF 2ND 5USMITT AL !l.11.16 5DF RE5USMITT AL llf!!6.18 2ND 5DF RESUSMITT AL 124.19 Issue Dates Planning 7-B-16 Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date 1-24-2019 Check By PB/GB Drawn By DT Scale SEE PLAN Job Number 15060.S0I Sheet Number AS1 LINE OF SIGHT\ : ~ NOTE: WHIPTAll LOOP 337.0 ALL STEEL TO BE GALVANIZED AND PAINTED. CONG. TO BE PTO. INSIDE AND OUTSIDE (MATCH ADJ. BUILDING) !CALLY APPLIED 16 GA. VERT PRIM DECK PROD (PATT ED AND PAINTED STEEL ING BY BHP STEEL BUILDING UCTS. ERN NO. BF-36) ., -I fo ' r-"' ' ' "' - '? 0 ' "' "' U") TYP. -r- •' "' ---- "" ~ V ~ / I FRONT ELEVATION TRASH ENCLOSURE CARIBOU COURT 338.5 ~ 399.5 T.O.P. ~ FUTURE HVAC EQUIPMENT ~ i n . 1 ::ri AND ROOF SCREEN F.F.E. 367.5 -STL. TL JAMB <t ,-1'-,. I,. O" ------1 I HORIZONTAL CANE BOLT W/ PADLOCK BOLT - ~ . )B ~ ~ - ' / I -4" DEEP VERT. CA NE LE BOLT ANCHOR HO DRILLED IN CONCRETE. 1/4" PER FOOT . -' ' "' ' "' _, .- ~ /REVEAL TO MATCH fo 0:: BUILDING REAR ELEV. ' ,,, <( "' SIM. w 0:: _, .- 'f "' SIDE ELEVATION ~ +I-400.56 T.O.P. /"'.i PROPOSED BUILDING 6" - ,__ z 0 0:: LL ~ FUTURE HVAC EQUIPMENT 'i••✓ AND ROOF SCR~ PROPOSED BUILDING F.F.E. +/-368.56 ,··: I . ~ i ·, C""7 , .... , A 2018-0023 lOT25 31 ~I wl il_ LOT7 401.62 T.O.P. $ F.F.E. 369.62 ' ' 17 -0 5'-8" 4'ffi1 4'-0" 4''1'1 5'-8" I co \ \~v-\( " ,. ~ ~ - ,, ::i ,, U) e-' 0 ~ -e-' z 0 e-' ~ ~ 0 "' ~ -~ ' -~ «o z "' « ~ 0 0 w « ~ 0 a: Q. Q. 0 --Q. w >-" 0 Q. >->-w Q. c-« ~ Q. c-"' U) c-0 0 ~ ~ ~ U) 0 U) 0 _, .-~,, REFUSE f--6"H CU RB---¾ RECYCLING / LINE OF CANOPY ABOVE 'l 1'-0" - LINE OF BEAM ABOVE O.H. ~ COLUMN 4 PLACES SITE SECTIONS SCALE: 1" c 30'-0" l"'-6" - 'j """-: '--3 .- I -1'-0" < 6 ' /1\ '" < ~ I r. 9 :'I '- (!) I(!)' 3(!)' h!W' u SCALE, I' • 3<2)'-<2)' 3X10 TS BEAM CAP ENDS 3/4" x 3/4" CHAMFERED CORNERS ta a a a a ;?:1 ---11/2" METAL DECK ==:i;;r::= / WELD PLATE EMBED (2) #4 AT PERIMETER 5 1/2" THK CONG.TILT-UP---- PANEL PAINT BOTH SIDES PER ELEVATIONS #5 EA WAY@ 16" o.c .. ----~ TOLLED CURB EDGES. TYP.----~ #4 REINF. BAR CONTINUOUS------... 5 1/2" THK. CONC. SLAB ON--.,_ GRADE W/#3 BARS@ 18" O.C . EA WAY. MEDIUM BROOM FINISH #4@ 16" o.c.----- 12" "' ·' FINISH G ADE PER CIVIL N 1/4" = 1'~0" SECTION @ TRASH ENCLOSURE 1/2" C 1'-0" SmithConsuitingArchitects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858. 793.4777 858.793.4787 Fax www.sca-sci.com 1[)2015 Smith Consulting Architects B A D· ! E E tHEV'ELO-'PME-~fT I-""' z I- w 0 ..I :E ~ a: CL <C II.. 0 z 0 <C ..J I-0 <C w > 0 a > z <C z m w Cl.I Cl.I ..I C ~ a: <C <C 0 0 w a w <C -m C Cl.I ..I <C a: <C m 0 Revision Dates 5DF 2ND 5U13MITT AL B.11.16 5DF RE5U13MITT AL ll.e>6.IB 2ND 5DF RE5U5MITT AL 124.IS Issue Dates Planning 1-e-1& Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date 1-24-2019 Check By PB/GB Drawn By DT Scale SEE PLAN Job Number 15060.S0I Sheet Number AS2 A B C D E 2 3 4 5 6 424' 60' 60' 60' 60' 60' 60' CANOPY ABOVE-TYP. r-----:-,----,r1===1'----i::::====:.........:=--=====1=>=======-.;:==1<.===o==.===.-----t:==1======1<.==o=. ===~;:::::::t-i:::======,=,===="'i1<.~of.==---==:,;:::::i-----t:::,t=======~4'=F-l:!:::=~tn,--;----"==------ LOADING AREA ---- N ... 1 F.F.E.= 361.:i CONCRETE PANEL JOINT-TYP. UPJmE=il -------~ C) ... 2 uP:mmefil -------~ I I I I i--- 1 I 12w x 14'H-~ OU.-UPDOOR GRADE-TYP. Gro nd Floor: 45,450 sf Mezzanine: 4,700 sf TOTAL: 50,150 sf 0cc pancy: B, F-1, S-1 TYPf of Contruction: 111-B I ~-LINE OF MEZZANINE ABOVE-TYP. -----+--~--------7 ~.,;;;;;;;;;;;;;;;;.;;;=,r-------- 1 :: I II: I J ~--__......~ N ... . ......... l •... 1 4 ----------·------- ELEC FR 20' 5' , -,-7---, L _ _J I EMPLOYEE I EATING AREA 1,204 SQfT. I AFFR 115 SF FER I TENANT < ASSUMING 7 I L.!ENANTS TOT AL) __ __J FLOOR PLAN SCALE: 1/16" = 1'-0" SDP 2018-0023 7 8 64' A ---------------- K.O. 3 F.F.E.= 36'3.62 DCWRISER-~ ... ~.· ...... · 7 8 8' l'=i' 32' n~ SCALE, 1/lo.' • 1'-!Z)' TRUE NORTH SmithConsultingArchitects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858.793.4787 Fax www.sca-sci.com ©2015 Smith Consulting Architects I-.., z I- w 0 ..I ~ ::it! tC D.. < II.. 0 z 0 < -I I-0 < w > 0 0 > z < z Ill w rn rn ..I C ::it! tC < < 0 0 w 0 w < -Cll C rn ..I <C tC < m 0 Revision Dates 5DF 2ND 5U13MITT AL 8.IU6 5DF RE5U13MITT AL 11£>6.18 2ND 5DF RE5U13MITT AL I14.I~ Issue Dates Planning 1-8-16 Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date Check By Drawn By Scale Job Number Sheet Number 1-24-2019 PB/GB DT SEE PLAN 15060.S0I A1 7 ~ ~ 6 5 :;:.~ '::'::C:::, ,=::;:::,:~:;, :..;:: :;;;,.~,;:«« '\:iv»·"""" 'i':'"·''·'.i·'>c'····+»··~f ' =-·=-.;·-"---·-~ 12 ~ 2 ~ L."' .e,J,~.--e,~ ~---+--, 7 6 8 1a 3 12 '" ,,.,.,.,._ ... ,.,., ---------... _ -. ' -I BUILDING HEIGHT COMPLIES WITH CARLSBAD BUILDING HEIGHT DEFINITION (ZONING ORDINANCE SECTION 21.04.065 22 GA GI CAP (PAINTED) 6" 36'-0" ft TOP OF SCREEN ,. I' "=' -=-,---- "" -N ' . - ~ I<" 22 GA GI CORRUGATED ' SIDING (PAINTED) Ci 0 (1 !" HAT CHANNEL ' "' Cl) 0 (VERTICAL) @30" O.C. -w ' (PAINTED) O' '" 32'-0" <( > TOP OF PARAPET KICKERS @8' O.C. ./ ~OOF ROOF SCREEN DETAIL -½"=1'-0" r 6' 'I. / ' I .. ---+-- I .,;:::,:,~<,&.<0 ,«<< iw·,« w··,=:::,m» 0.-,r~e<,:":lf::: ·1.0': --;mr :;~·m{i;:-~' L ___ --t_ 8 15 7 ,. ' . '' 1a 11 --------------------------------------------------------___________ , ~ E 12 3 I I ' 4 9 1b 3 FUTURE MECHANICAL EQUIP. C 8 2 14 1b 11 14 4 9 13 7 3 1 12 12 4 ,, • ---· ,,,__ -- ' ' 1a 4 1b 12 3 15 ____ EA_ST_E_L_EV_A_T_IO_N_G) 3 7 11 2 2 6 1b 2 ____ W_E_ST_E_L_E_VA_T_IO_N_CD DETAILS B ~ 30'-6" TOP OF ROOF [ ROOF SCREEN PER o-------------------·----, !i !i i ~ ii> ,:-... : : .• ~ ~ ---·---r0 -, .,-"---\;------------ : / ' : '/ / '/ "-./',./'-,./ ' /' / ' / ' / ' /' / Iii '/'-,./'-./'-/'./ Iii CL jl " I i I ~ ~ ~ ~ 0 I ~ I :ii: s:t ... '1 "+' I ___ B_UI_LD_I_NG_SE_C_T_IO_N_(D ---------· ···-· 13 12 ' • SDP 2018-0023 13 ., --· --..... -: 4 2 1a 1a 6 5 '>•"'"'"'· .................... ·--··-············----------·--··-------· ___ S_O_U_T_H_E_L_EV_A_T_IO_N_G) 1b 12 9 '<--,-,--:'--:-- ,~ I - ,_ NORTH ELEVATION ct!?)(!) ----------,® GLAZING TAKEOFF SINGLE PANE TOTAL= 188 SF DUAL PANE TOTAL= 3906 SF FINISH/ MATERIAL LEGEND @) PAINTED CONCRETE WALL: COLOR: SW 7634 PEDIMENT Qg) PAu .. 1 cu vUNl.il'lc I E' &All.,--..-: ~~~ COLOR: SW 7020 BLACK FOX @ 2"X4 ~• AWMINUM STOREFRONT, FRONT SET SYSTEM, w/CAPTURED HORIZONTALS AND BUTT GLAZED VERTICALS-w/ DUAL PANE TINTED GLAZING. GLAZING: PPG SOLARBAN 60 (2) ATI.ANTICA + CLEAR. MUWONS: BRONZE ANODIZED @ AWMINUM STOREFRONT SYS1EM @ WAREHOUSE-2"X4 1/2' STOREFRONT, FRONT SET SYSTEM w/CAPTURED HORIZONTALS AND BUTT GLAZED VERTICALS-w/ SINGLE PANE TIN1ED GLAZING. GLAZING: PPG SOLARBAN 60 ATLANTICA. MULLIONS: BRONZE ANODIZED @ 2" REVEAL IN CONCRETE WALL@ +/-24" O.C.-ALIGN w/MULLIONS @ 2"xff' MUWON 'FINS' ATTACHED TO CONCRETE WALL AND HORIZONTAL WINDOW AWMINUM MULLIONS- BRONZE ANODIZED @ METAL STUD FRAMED CANOPYw/PLYWOOD SHEATHING, WATERPROOFING MEMBRANE, AND 1/8' PREFORMED ALUMINUM PANEL SYSTEM-BRONZE ANODIZED (j) ACCENT BAND PAINT COLOR @ @ t' V-GROOVE REVEAL IN CONCRETE PANEL @ WALL PACK LIGHT FIXTURE CENTERED BETWEEN V-REVEAL WHERE APPLICABLE @) 3' X 7' KNOCK OUT @ ROOF SCREEN: PAINTED SHEET METAL PANELS ON ANGLE IRON FRAMES. PAINT COLOR @ @) PTD. MTL. MAN DOOR AND 12'X14' COILING DOOR COLOR SW 7527 NANTUCKET DUNE @) 12'X14' KNOCKOUT @ EXTERIOR TILE: SPECCERAMICS, STYLE: METALUCA, COLOR: BLACK, SIZE: 12"X24' (21/2 COURSES@ 12" EA.) @) METAL CANOPY@ MAN DOORS (SEE DETAIL3/A2..1) BUILDING ELEVATIONS/ SECTION SCALE: 1/16" , 1'-0" 5CALE, 1/16' • 1'-1:l' 32' SmithConsultingArchitects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858.793.4787 Fax www.sca-sd.com ©2015 Smith Consulting Architects BAtl!EE I-.... z I- w 0 ..J :I: lil:: a: a.. < CL 0 z 0 < ..J I-0 < w > Q 0 > z < z m w rJ) rJ) ..J C lil:: a: < < 0 0 w C w < -m C rJ) ..J <C a: < m 0 Revision Dates ZS: 5DF 2ND 5U6MITT AL B.11.16 ZS: 5DF RE5USMITT AL 11.06.IB 2ND 5DF RE5USMITT AL 124.l<o Issue Dates Planning l-B-16 Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date Check By Drawn By Scale Job Number Sheet Number 1-24-2019 PB/GB DT SEE PLAN 15060.SOI A2 ~-l\lQ ~o + bl -.,... LL LL ~ :i! co st .,... G) BUILDING WALL ELEVATION 22 GAG.I. FLASHING PAINTED f' V-GROOVE@ 9' AF.F. (OR 2" REVEAL WHERE ~---::;::::Sir~PLICABLE) 18 GAG.I. SHEET METAL COVER PAINTED _,,--DOOR AND FRAME PER PLAN (CENTERED UNDER CANOPY) CANOPY DETAIL@ MAN DOOR NOT TO SCALE 1a 5 7 w ;e:; m :i! st .,... ~ .... .... --1----2X ANODIZED BRONZE AWMNINUM MUWON EXTENSION ATTACHED TO WINDOW MUWON. EXTENSION TO BE FLUSH w/MUWONS AT CONCRETE eS')P-------->I,,.. ; ~-·. -.,... 2X6 ANODIZED BRONZE ALUMNINUM MUWON 3' (D BUILDING WALL SECTION SDP 2018-0023 FINISH/ MATERIAL LEGEND @ PAINTED CONCRETE WALL: COLOR: SW 7634 PEDIMENT @ PAINTED CONCRETE WALL: COLOR: SW 7020 BLACK FOX @ 2"X4 ~" ALUMINUM STOREFRONT, FRONT SET SYSTEM, w/CAPTURED HORIZONTALS AND BUTT GLAZED VERTICALS-w/ DUAL PANE TINTED GLAZING. GLAZING: PPG SOLARBAN 60 (2) ATLANTICA + CLEAR. MULLIONS: BRONZE ANODIZED @ AWMINUM STOREFRONT SYSTEM @ WAREHOUSE-2"X4 1/2' STOREFRONT, FRONT SET SYSTEM w/CAPTURED HORIZONTALS AND BUTT GLAZED VERTICALS-w/ SINGLE PANE TINTED GLAZING. GLAZING: PPG SOLARBAN 60 ATLANTICA. MULLIONS: BRONZE ANODIZED @ 2" REVEAL IN CONCRETE WALL@ +/-24" 0.C.-ALIGN w/MUWONS @ 2"x6" MUWON 'FINS' ATTACHED TO CONCRETE WALL AND HORIZONTAL WINDOW AWMINUM MUWONS- BRONZE ANODIZED @ METAL STUD FRAMED CANOPYw/PLYWOOD SHEATHING, WATERPROOFING MEMBRANE, AND 1/8" PREFORMED ALUMINUM PANEL SYSTEM-BRONZE ANODIZED (j) ACCENT BAND PAINT COLOR @ @ t V-GROOVE REVEAL IN CONCRETE PANEL @ WALL PACK LIGHT FIXTURE CENTERED BETWEEN V-REVEAL WHERE APPLICABLE @) 3' X 7' KNOCK OUT @ ROOF SCREEN: PAINTED SHEET METAL PANELS ON ANGLE IRON FRAMES. PAINT COLOR @ @ PTD. MTL. MAN DOOR AND 12'X14' COILING DOOR COLOR SW 7527 NANTUCKET DUNE @ 12'X14' KNOCK OUT @ EXTERIOR TILE: SPECCERAMICS, SlYLE: METAWCA, COLOR: BLACK, SIZE: 12"X24" (21/2 COURSES@ 12' EA.) @ METAL CANOPY@ MAN DOORS (SEE DETAIL 3/A2.1) ENLARGED BUILDING ELEVATIONS/ SECTION 2' 4' 8' SCALE: 1/ 4" , 1'-0" 5CALE, 1/4' • 1'-'1'' SmithConsuitingArchitects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858.793.4787 Fax www.sca-sd.com ©20LS Smith Consulting Architects BAOIEE I-'II' z I- w 0 ...I :lE ~ cc CL < CL 0 z 0 <C ..J I-0 < -w > 0 0 > z < z Ill w f/J f/J ...I C ~ cc < < 0 0 w 0 w < -Ill C f/J ...I <C a: < m 0 Revision Dates SPF 2ND SUBMITTAL B.ILl6 SPF RE5UBMITT AL 11£>6.IB 2ND SPF RE&UBMITT AL 124.I~ Issue Dates Planning 7-8-16 Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date 1-24-2019 Check By PB/GB Drawn By DT Scale SEE PLAN Job Number 15060.S0I Sheet Number A2.1 1 A B C E 1 35'-0' T.O.P. ~ 29'-5" 60' 32'-0' T.O.P. / / / / / / / / 2 27-8" / 0 ll<5SII //~/-----+------~ // ROOF TO HAVEf,.4-PLY BUILT-UP / / CLASS A MEMBRANE W/ WHITE / COOL ROOF CO PLIANT CAP // SHEET / ._ _____ ...,.... ______ _. 24" ~ETURN-TYP. /// ll<5SII 60' L r__,.--_ .. --· 7 __ .. ,-.--.· _...-_ _,.-,---· 29'-6" /. I I .. /./.·/ ·j~ 1 · .. / I. I 3 /I /1 60' 35'-0' T.O.P. 29'-5" 71 I I I /I FUTURE ROOF MOUNTED HVAC EQUIPMENT --~ ... -_, ' __ ,' --,----__ . 7 I I I I i I '-~r--r---r--~ /" ~•-7"·-· ~---~=' '~, ~---./ /.-L --____ .---~-~~~-~--~--7/~_.,L--__ -· __ /-·'-~---·7; .. ----/ ~--------. " o o _______ I -------~ 27'-fl' 27-6" 34'-6" T.O.P. 2 ROOF 1-IEIGeff5 Ai'<E GlvEN A6OvE Tl-IE FIR&T FLOOR FINl51-I 5LA6 ELEVATIONS TO TOF OF ROOF 51-IEATI-IING. ROOF PLAN LEGEND: 114" I FT. 5LOFE r---:c-:-7 L ............ '.J/ --- ROOF ELEVATION, FIN!51-I FLOOR TO TOF OF ROOF 51-IEATHING /n-F LI.ON.! TOF OF PARAPET ELEVATION, FINl51-I FLOOR TO TOF OF PARAPET /n'f' U.ONJ DENOTES MIN. ROOF SLOPE FLOW LINE SOLAR ZONE PEr': 2013 CAL Gl'<EEN, TOT AL f<EQUlf<ED, IS% OF ROOF Ai'<EA • IS% OF x 45,450 5F • 6,816 5F TOT AL PROVIDED, 1£)00 5F 32'-0' T.O.P. 29'-3" 28'-11' I 28'-2' ---------- 0 I 424' 60' 32'-0" T.O.P. 27'-8" " " " " r_.---,~-..::,-__ 1· I/ I I I I . I 5 8'-6" CANOPY 60' 29'-5" 4 NON-LO S OKEHATC S IGHTSM C RBS-TYP. 6 60' 29'-3' ROOFACCESS ~ RED COMBO / SINGLE DOME UNTED ON WOOD / / lll ... ;;--_,,.,-::t / .... 7 27-8" ' ' ' ' ' ' ' ' '-' 64' '-'-' SOP 2018-0023 8 -------1-A ' ' ' ' 30'-1" ll<5SII I I I / 110 11 11<55f -,, 35'-0" T.O.P. / _.:.._ _J / / RIDGE 30'-6" TYP. / / ROOF SCREEN-TYP. ~ / .. ··· / .. / / / ... / // / / .. ·· / ./ /1 I. /.! ./ I I • //:/1•// / • I I .////// I .... / I 29'-6'' r--I / ···1 . /29'4r/ / I ./~ .. /] (/ . J/./ ///·:::/.· /.·• .. ·· .. ·· i I . .•· /~• .. ,/ ./ 1 ~/~-,· //,/···, -... --.-.. -,,' __ .,~.-/ .··_ .·_ .. -··/ /,' _.,-· __ J -------------------27'-4" 1/4"/ 12" 10'-0' 35'-0" CANOPY T.O.P. 6 ROOF PLAN SCALE: 1/16" , 1'-0" -------- 29'-6" 5/16'/ 12" I I I I I I I 28'-3" r-- 27'-2" 7 L 1/4'/ 12" ( 32'-0" T.O.P. 161<:11 lll .... ::--~ .... 8 .. -11,• 161111' ---i32• n '1Jtt SCALE, 1/16' , 1'-0' TRUE NORTH ------------------------------ B 29'-6" SmithConsultingArchitects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858.793.4787 Fax www.sca-sd.corn ©2015 Smith Consulting Architects BA.!)IEE I-st z I- w 0 ....I :E ~ cc D. < fl. 0 z 0 < ...I I-0 < w > 0 0 > z <C z m w r.n r.n ....I C ~ cc <C < 0 0 w 0 w < -m C r.n ....I <C cc <C m 0 Revision Dates 5DF 2ND 5U6MITT AL 8JL'6 5DF i'<E5U6MITT AL 11.06.18 2ND 5DF RE5U6MITT AL 124.19 Issue Dates Planning 1-8-16 Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date Check By Drawn By Scale Job Number Sheet Number 1-24-2019 PB/GB DT SEE PLAN 15060.S0I A3 GENERAL NO!ES ASSESSORS PARCEL NO. TOTAL ACR£.5' EXIS77NG ZONING EX/S71NG LANO USE EXIS11NG GENERAL PLAN OES/GNA 110N PROPOSED ZONING PROPOSED GENERAL PLAN OES/GNA 710N NUMBER OF EXIS71NG !NOUSlR/AL LOTS BU/LO/NG SQ/JAR£ FOOTAGE PERCENT TO BE LANDSCAPED NUMBER OF PARKING SPACES OUTDOOR EMPLOYEE EA77NG AREA (**60% OUTDOOR/ 40% INDOOR) OPEN SPACE AREA EARTH/YORK SCHOOL 0/SlR/CT /YA !FR 0/SlR/CT SE/YER 0/SlR/CT SE/YER OEMANO AtERAGE DAILY WAlFR OEMANO (AOO) PEAK OAY WAlFR OEMANO (1.65 X AOO} PEAK HOUR WAlFR OEMANO (2.9 X AOO) POTABLE WAlFR PRESSURE ZONE CONSTRAINTS MAP LEGAL 0£SCR/P110N 209-120-03 5.98 ACRES PLANNED /NOUSlR/AL (P-M) //,4CANT PLANNED /NOUSlR/AL (Pl) SP211 (CARLSBAD OAKS NORTH) PLANNED !NOUSlRIAL (Pl) 1 50,150 S.F. (10,000 S.F. omcE, 29,150 MANUFACTURING, 54.8% 126 TOTAL (96 STANDARD, 25 COMPACT, 5 AOA} 1,805 S.F. PROVIDED (1,805 S.F. REOU!REO} N/,4 SEE GRADING ANAL YS/S CARLSBAD UN/REO SCHOOL 0/SlR/CT CARLSBAD MUNICIPAL WA !FR 0/SlR/CT CITY OF CARLSBAD 2,988 GPO 1 £OU = 220 GPO (10,000 S.F./1,800 S.F.} +(49,150 S.F./5,000 S.F.) = 13.59 £OU 50,150 S.F. X 2,300 GP0/10,000 S.F. = 11,535 GPO = 19,032 GPO = 33,452 GPH HGL 550 N/,4 -PREVIOUSLY GRAOEO S/lF LOT 4 OF CARLSBAD TRACT NO. 97-13-01, CARLSBAD OAKS NORTH PHASE !, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA 1F OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14926. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 15, 2004 11,000 S.F. WAREHOUSE} SITE DEVELOPMENT PLAN (MINOR) FOR CARLSBAD OAKS LOT 4 CARLSBAD CA I '2~\~;:"(.": )il(;\:f'\ -:5 . , "''"' ~ ·.. :~.;': -~\'::\.\'.•,\:.'/. - -~\-•···• ,.,·.-·,.•"'-'' . ' ''··· ·•·· '!'°'('-:,;>cc.,,, .. \\ \ '; ': ·• •,;-: '· c\. '-i<,'\i ·-... • '-..._ '-., • ; .I' f I •,, 'f ·_Dt~~--f\~-.... _l\\ . .__':,--\,/\\.,'.\\\\,, j ______ \ __ _:_··~·--q~\--1 ....._ '-'-"" ......... . , , ,·-,_ ~-~ ,_ '5'"~ _':-_i ___ ... ·::,--, . .__: \:\/. '':.~ :'-,-,":_. .. · ~ i', , _, -I ', .... ,_ ~ . . .• , •• ,\ fd AfJN 209-l 20C...O.J " -,i·. _' . ', -._-__ ---.. --·:_·-.. -:-,'-__·--> ... ,_., · ''--.,-.......__ lh1.P iVZ:1, i4?2\5" , ·•, . I APN 209-120-06 APN 209-120-06 0£V£LOP£R/OWN£R NAM£ VICTORY CARLSBAD OAKS INNOVATION CENlFR LP PO BOX 3111 LA JOLLA, CA 92038 BEN BAO/EE OAlF PARKING SUMMARY TOTAL PARKING PROVIDED: !26 TOTAL PARKING REOU/REO· !24 (10,000 SF OFFICE X 4 STALLS/1,000 SF= 40 STALLS) (29,150 SF MANUFACTURING X 2.5 STALLS/1,000 SF= 73 STALLS) (!t,000 SF WAREHOUSE X ! STALL/1,000 SF= !! STALLS) BIJ/LO/NG AREA ANO AO T USE AMOUNT !RIP RATE ADT omcE 10,000 S.F. 14 !RIPS/ !000 S.F. !40 MANUFACTURING 29,150 S.F. 4 !RIPS/ !000 S.F. !!7 WAREHOUSE !1,000 S.F. 2 !RIPS/ !000 S.F. 22 SllE TOT.4L 50,!50 S.F. TOTAL AIJT 279 NOTE· RA TFS FOR lRAmc IMPACT FEES MA y VARY lC.T J £AS£M£NTS OF RECORD [Z] THROUGH\:?fj EASEMENTS PER PRELIMINARY llllE REPORT BY ROEL/TY NA110NAL llllE COMPANY, NO. 997-230756!!-JVI, OATEO JANUARY 21, 2016. P. T.R. /TE,, EASEMENTS / ENCUMBRANCES: EXHIBIT NO PURPOSE REFERENCE/ OA 1F NO LOT 4 B [Z] PROPERTY TAXES TAX /0 NO.: 209-120-03-00,· COO£ AREA 090!3 C ~ N011CE OF SPECIAL TAX LIEN F/N 199!-0236959 OR., REC, MAY 20, !99! 0 [J] N011CE OF SPECIAL TAX LIEN F /N 2005-0998004 O.R., REC, NOV. ! 7, 2005 3 [±] N077CE OF RES1R/C710N ON REAL PROPERTY F/N 2004-1066056 O.R., REC, NOV. 9, 2004 4 [i] N011CE OF RESlR/CllON ON REAL PROPERTY F/N 2004-1066058 O.R., REC, NOV. 9, 2004 5 [I] ABUT7FR's RIGHTS OF ACCESS REZINOUISHMENT MAP NO !4926 OF TRACT MAPS: REC, OEC. 15, 2004 6 [z] PROPOSED PR/VA TE DRAINAGE EASEMENT MAP NO !4926 OF TRACT MAPS: REC, DEC. !5, 2004 7 Ill SIGHT DISTANCE RES1R/C710N MAP NO !4926 OF TRACT MAPS: REC, OEC. !5, 2004 8 [g] !. SIGHT DISTANCE RES1R/C710N MAP NO !4926 OF TRACT MAPS: REC, OEC. !5, 2004 2 HOLD HARMLESS AGREEMENT: GEOlFCHNICAL 9 @l HOLD HARMLESS AGREEMENT DRAINAGE F/N 2004-!!80067 O.R., REC, OEC. !5, 2004 10 [ll] HOLD HARMLESS AGREEMENT GEOLOGICAL FAILURE F/N 2004-!!80068 O.R., REC, OEC. !5, 2004 !! ~ IYA/tER ANO CONSENT TO PAY FAIR COST f/N 2004-1180069 O.R., REC, OEC. 15, 2004 !2 ~ CM/YO EASEMENT f/N 2004-!!80070 O.R., REC, OEC. !5, 2004 13 [!ti ENCROACHMENT AGREEMENT f/N 2004-!!8007! O.R., REC, DEC. 15, 2004 !4o @I ENCROACHMENT AGREEMENT F/N 2004-!!80072 O.R., REC, OEC. !5, 2004 !4b ~ PUBLIC FACILITY (DRAINAGE} FEE AGREEMENT f/N 2004-120!221 O.R., REC, OEC. 21, 2004 15 ~ EN77llEO· 404 PERMIT 20020064!-JMB f/N 2004-1229604 O.R., REC, DEC. 30, 2004 !7 ~ SOG&E EASEMENT f/N 2006-0746425 O.R., REC, OCT. 20, 2006 !9 ~ COtENANTS, CON0/710NS & RES1R/C710NS f/N 2007-008!082 O.R., REC, FEB. 5, 2007 f/N 20!3-0175873 O.R., REC, MAR. 20, 20!3 20 \:?fj EASEMENT AGREEMENT (PRIVATE DRAINAGE} f/N 2010-0047608 O.R., REC, JAN. 29, 2010 DISPOS/llON TO REMAIN n D n D • • n • n D • • » n » • » D D • » » • • • D • D • D • • • • ll • ll • \ · , .. J, .ts , .. , \ .,. YA.a•.!/;":-=. ¥·Sef.•0i8'"·"', ·,C<,,<j,. •. ,, ... ~ •"7C:C: ~· ~~1 r,_". _,. ..... , ,f ,\ , . , , /~\-~\l. ·\~i~~tii~0~~~lk~;:3·~:;~i~~~~\~ ... _:, ... ·;~~~~;;f \ !' :~-~· \~~~~-:'-:t: .;-::~~--~;. .. :-?:~~:~.il:-::·~~-~t-~:::·:-:--::-· :: 2: -" , < • ' o;;~·-· '". ' ( -· ; rJ, ·a,•·::~~.: . '~ ~h>--:---:,,,,_::J-: .:/; ; ,:~_i::·." , ' \ '-I .~' .\' /!fft~ _\., \\ •:: ·~l;:;:: __ ;~;~j~~1::~~-;r;~_; .. _ :~11.f!~~Jrfl;,~,~c-·~-· \ ; \-:_· -•.;': ;, ~;·.-;·(i,~f-1: -:1S~ 1 APN 209-120-05 , -'I'J.1."-'J.'tr 41' t;I ~4. //' V Jt/ .s .r:; ,t4/!i:?ti .,--.,, l'l) CRAO/NG ANALYSIS CUT: FILL: IMPORT: 2,312 CY 2,312 CY 0 CY-' * ES71MA1FO REMEDIAL: 5,47! CY SOILS REPORT RECOMMENOA 710NS BY GEOCON, INC. OAlFO 6/24/20!6 APN 209-120-04 l /"? r .-::,· <.. '-,.-•·' ,. __ _ KEY MAP SCALE !"=60' O 60 lcO 180 SOURCE OF TOPOGRAPHY EXCEL ENGINEERING 440 STATE PLACE ESCON0/00, CA 92029 PHONE: (760) 745-8!!8 COLLEClFO.· 05-19-!6 BENCHMARK c4o DESCRIP770N.· FO. 2" ALUMINUM 0/SK IN AC. GPS CONTROL POINT 200! NAMED "sOGPS 4! HPGN-AZ" LOCAllON.· MIOOLE OF S MELROSE DRIVE AT SOUTH £NO, 400 FT. SOUTH OF ASPEN IYAY IN THE CITY OF VISTA RECORD FROM: ROS !727! (Pl NO. 2001 OF CITY OF CARLSBAD SURtEY CONTROL) ELEVA710N.· 40299 DATUM: NGVO 29 SURVEYOR OF WORK EXCEZ ENGINEERING 440 STAlF PLACE £.S'CON0/00, CA 92029 PHONE (760) 745-8!!8 FAX (760) 745-1890 MICHAEL 0. LEVIN, P.L.S. NO. 6896 Exp. 6-30-19 i. '', VICINITY CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN MAP CITY OF ENCINITAS ENGINEER OF WORK EXCEL ENGINEERING 440 STAlF PLACE ESCON0/00, CA 92029 PHONE (760) 745-8118 FAX (760) 745-1890 ROBERTO OEN77NO, R.C.E NO. 45629 ~ ~o CITY OF --------.4 SAN MARCOS LEGEND SDP2018-0023 PROPERTY BOUNDARY CUT SLOP£. 2· 1 MAX CONTOUR INDEX CONTOUR /NTERMEDIA TE FLOW LINE OR FLOW O/REC710N ------ TOP OF CURB ELEVA 710N 400 0 TC FINISH SURFACE ELEVA 770N 400. 0 FS' FLOW LINE 4000 FL" INVERT ELEVA710N 4000 I;-, TOP OF GRATE ELEVA 770N 400 0 TC" FINAL GRADE ELEVA 710N EX/S77NG STORM DRAIN EXIS77NG WATER LINE 400.0 FG EXIS77NG CONTOUR EXIS77NG STREET LIGHT CUT,/FILL LINE EXISTING SEWER LINE "-~~ S-~-~ EX/S71NG RECYCLED WATER LINE- 0£MOL/110N CONSTRUCTlON NO!ES SURFACE IAIPHOI-EAIEJIT IJEAIOL/71CW HET Ulll.lTY IJEAIOL/71CW IDS-! I SAIYCUT LINE IOW-!I STORM DRAIN REMOVAL IOS-2I CONCRElF CURB /OIY-2I CATCH BASIN REMOVAL /OS-3I CONCRETE SIDEWALK IOIY-31 RELOCAlF EXIS77NG IRRIGATION CONTROL VALtES 0£SCRIP170N STANOARI) ORA/lfNG SURFACE IAIPHO/IEIIENlS (OR IIClJIFlEO PER PLANS} I SI-! 4• AC OtER 7" CLASS 2 BASE (TRUCK ROUTE} T.l.=6.5'* I Sl-2 4" AC OtER 4• CLASS 2 BASE (PARKING} T.!.=45" Sl-3 7" PCC OtER 7' CLASS 2 BASE S/-4 6" CURB S/-5 I 6" CURB & GUTlFR S/-6 I 3' RIBBON GUTlFR (OR AS SHOHN} Sl-7 ! PCC SIDEWALK 51-8 I RETAINING WALLS (MASONRY TYPE} I Sl-9 I RETAINING WALLS (MS£ TYPE} I Sl-!OI PEOESlRIAN RAMP T.!.=6.5** SORSD G-! SORSO G-2 PER MOOIFIEO SORSO G-13 SORSO G-7 MASONRY RETAINING WALL MECHAN!CALL Y STABILIZED EARTH PER MODIFIED SORSO G-29 ISl-111 !RASH ENCLOSURE W/ 7.5' PCC OtER NA11t£" SOIL CITY STD. OWG GS-16 I Sl-!21 BROW DITCH (TYPE PER PLAN}(TYPE B) SORSO 0-75 I Sl-!JI BIOFIL !RA 170N BASIN SEE DETAIL (SHEET 2) I S/-14I CURB OPENING SEE DETAIL (SHEET 3,) ORA/NAG£ IMPROVEMENTS ISP-t I ®-21 ISV-31 IS0-4I 24x24" CATCH BASIN 36"x36" CATCH BASIN 3' PVC STORM DRAIN 6' PVC STORM DRAIN JENSEN 0/2424 (OR EQUIVALEN1}*** SEE BELOW JENSEN 0/3636 (OR EOUIVALEN1}*'* SEE BELOW 8" PVC STORM DRAIN !2" PVC STORM DRAIN 18" PVC STORM DRAIN 24" PVC STORM DRAIN /ilOCITY DISSAPATOR CATCH BASIN -TYPE F NOS !RENCH DRAIN CURB OUllET -TYPE A INSTALLA 710N ANO BEDDING OF FLEXIBLE PIPE PER MANUFACTURE's RECOMMENOA TIONS SEE DETAIL (SHEET 3,) SORSO 0-07 DURA SLOPE SORSO 0-25 ISV-5 I ®-c! IS0-7I ISV-8 I jS0-9I IS0-1?1 ®-111 IS0-1./1 ISV-tJJ CURB OUllET -SIDEWALK UNOERORAIN SORSO 0-27 ISV-141 4• NOS A lR/UM GRATE ISV-1,51 MOOIFIEO EXIS77NG TYPE F ISV-161 NOS 24x24" CATCHBASIN SORSO 0-07 PR/VA 1E WA !ERLINE IMPROVEMENTS W1 t !. 5" !RR/GA 110N METER STD. DWG. CM/YO IY-4 ~~-~I (ON EXIST. 2" IRRIGAllON SERl1CE LINE} WT-2I 2• WAlFR SERVICE IY/ 1.5' MElFR STD. OWG. CM/YO IY-4 ll'T-3I 2" WATER SERVICE LINE WT-4I 2" IRRIGA710N BACKFLOW PREtENlFR JIIT-5I 2" OOMES71C BACKFLOW PREtENTER JIIT-6I CHECK VAL t£" ASSEMBLY PR/VA 1E SEWER IMPROVEMENTS lS'S-! I 8" P. v.c. SOR-35 lS'S-2 I SE/YER LATERAL lS'S-31 SE/YER CLEANOUT • PHElJAIINAHY PA IIEl,(ENT SlRtJClllRAL S£Cll(,W NOTES STD. OWG. CM/YO W-20 STD. DWG. CM/YO W-20 STD. DWG. CM/YO IY-22 CARLSBAD STD 0/YG S-7 CARLSBAD STD 0/YG S-6 S"J?.lea. • ---0-- ---0-- s f--s--@ -s-- !. FINAL STRUCTURAL SECTION TO BE 0£1FRJ.IINEO BY R-VALUE TES11NC ON THE SUBGRAOE SOILS AFlFR COMPLE710N OF GRADING. -CATCH BASIN NOJES !. INSTALL BOX AS SPECIFIED PER LECENO. 2 INSTALL SOLID BOX COtER Ir/MANHOLE LIO FOR BOXES SHOHN ON PLAN W/ A "RIM" CALLOUT FOR RIM EZEVA 710N. 3. INSTALL OPEN BOX W/FRAME & CRAlF FOR BOXES SHOHN ON PLAN IY/ ·re· CALLOUT FOR TOP OF GRAlF ELEVA710N. SH££TINO£X SHEET C-! SHEETC-2 SHEETC-3 SHEETC-4 SHEETC-5 SHEETC-6 SHEETC-7 SHEETC-8 SHEETC-9 SHEET C-10 SHEET C-!! SHEET C-12 77TLE SHEET SEC710NS ANO NOTES SHEET TYPICAL DETAILS SHEET EAST HORIZONTAL CONTROL PLAN /YEST HORIZONTAL CONTROL PLAN PRELIMINARY CRAOINC PLAN WALL PLAN ANO PROFILE PR/VA 1F UTILITY PLAN AOA OETAILS ANCHOR WALL PLAN VIEW ANCHOR WALL PROFILE TYPICAL WALL SEC110N ANO DETAILS TITLE SHEET SHEET C-J CARLSBAD OAKS LOT 4 SITE DEVELOPMENT PLAN (MINOR) ~,~ ..... :<.,.....,# .... , APPROVED [NGIN [[RING THIS IS THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ___ PER CONDITION NO __ _ l:i:1 ~ ,..__ LAND PLANNING• ENGINEERING •SURvE~NG 440 STATE PLACE, ESCOODIDO. CA 92029 PH (760)745--8118 FX (760)745-1890 <::, L------------------------------------------------------------------------------------------~ PLANNING DIVISION DATE ENGINEERThG DEPT. DATE -------------~ ----~---------- SECllON A-A NOT TO SCALE R/W C/1. ' ,__----------72' R/W ---w-,--J6'-----+1-➔:-----~J<_o_·~~~-w-,------~- 5.0'.m,I 4.5'"-1---~-+-----'--;:_--1--h-4.-5_'~_t:;.s.~~,=o='=iir- 4" P. C.C. S/0£WALJ( .L. -,,---===::--::t: ... :--: ..... = ... -==='----,-1 PER C-7 (TYP) 0 SDP2018-0023 BROW DITCH PER S.O.R.S.O. 0-75 (TYPE B) DA Y!.ICHT LIN£ CABLE RAIL/NC PER CALTRANS 811-47 DRIVE AISLE PARK/NC 270 --, 15. 0 ,----. 6" TYPE "G" CURB & GUTTER (TYP.) 7' 5' 4'! 70'' 14' 5' 7' • 5££ S£C710N A-A (BELOW} A 1W ELEV PER PLAN FL ELEV OR/VE AISLE 23.50' OR/VE PARK/NC AISLE PARK/NC WATER QUALITY t-------110.00' -----!VARIES 18.00' 25.00' 18.00' ~~, BASIN SORSO C-2 SECllON B-B NOT TO SCALE Blt:fllTHAlllJ'I /lfQI UNOEROHAIN INSTALLAlltJN NQ7FS; !. BIOF!LlRATlON LA!ER SOIL MIX SHALL BE 65% SANO, 10% SANDY LOAM, ANO 20% COMPOST PLACED IN 6" LIFTS ANO COMPACTED lt!TH WATER PRIOR TO TH£ NEXT UFT. IN/71AL PERMEABILITY SHALL BE 8" PER HOUR (WITH AN ASSUMED STABILIZED PERMEABILITY OF 5" PER HOUR) 2. IMPERMEABLE MEMBRANE INSl4LL£0 ALONG SIDES ANO BOlTOM OF B!01R£All,,f£NT BASIN SHALL BE JO M'/L VISQ//££N PLAS71C (OR £01/IVALENT} & PLACED FULL-LENGTH FROM IJNISH SURFACE TO BOlTOM OF TRENCH S£C710N WITH TAP£ WRAPPED AROUND 1/NOERORAIN PIP£@ 01/llET CONN£C710N. J. ALL CEOFABR!C INSTALLA710NS, IJELO WEZO/NG OF SEAMS OF TH£ IMPERMEABLE MEMBRANES, ANO OBSERVA 710N OF SOIL MIX PLACEMENT SHALL BE S/JB,1£CT TO SPECIAL INSP£C710N BY TH£ £NC/NEER OF RECORD PRIOR TO ACC£Pl4NC£ OF TH£ FAC/U71£S. 2' BENCH MIN 4. £NC/NEER OF RECORD SHALL 8£ GIVEN 48 HOURS NOTlCE FOR TH£ INSP£C710NS OF TH£ BI01R£All,,1£NT BASIN /NSTALLA710N (OR 01H£R PR£VIO//Sf.Y ARRANGED 71M£FRAM£}. WATER NOTES !. WATER & RECYCLED WA1£R MAIN ANO APPURTENANCES SHALL BE CONS1R/ICT£0 IN ACCORDANCE lt!lH 1H£ "CITY OF CARLSBAD £NGIN££RINC STANDARDS" (LATEST £0/710N) VOLUMES 2 & J. 2. TH£ CONlRACTOR SHALL 0Bl4/N AN £XCAVA710N PERMIT FROM 1H£ DIVISION OF !NO//SlRIAL SAFETY BEFORE ANY EXCAVA710N ANO SHALL PROV/OE PROOF OF OSHA N071fJCA710N ANO SHALL ADHERE TO ALL PROVISIONS OF !HE STAT£ CONS1R/IC710N SAFETY ORDERS. 3. BEFORE ANY CONNECTlON OR SHUT OOHIV OF VALVES ON EXISTlNC C.M. 11!0. LINES, A PERMIT SHALL BE 0Bl4!NEO FROM TH£ C,M, 11!0. omc£ ANO MUST BE SIGNED ANO APPROVED BY TH£ CITY OF CARLSBAO's DEPUTY CITY ENGINEER ANO -TH£ //71LITY OP£RAT10NS' PUBLIC WORKS MANAGER. 4. A PR£CONS1R/IC710N CONFERENCE M££71NG SHALL BE HELO A M'INIM/IM OF 7 DAYS BEFORE CONS1R/IC710N BEGINS. TH£ CONTRACTOR SHALL N071FY 1H£ CITY OF CARLSBAD £NC/N££RING !NSP£C710N 48 HOURS PRIOR TO BEGINNING ,. OF CONS1R/IC710N, TELEPHONE N0.(760) 438-389! FOR SCH£0/ILING. 5. 1H£ CONlRACTOR SHALL N071FY THE CITY OF CARLSBAD ENGINEERING INSPEC710N OEPARWENT 48 HOURS PRIOR TO STAR71NC WORK SO !HAT !NSPEC710N MAY BE PROV/OED -TELEPHONE NO. (760)438-3891. 6. NO !REES OR SlR//ClURES SHALL BE ALLOIIEO IN !HE WATER LINE EASEMENT, ALL EXIS71NC TREES ANO SlR//ClURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEP710NS SHALL RE0/1/RE HR/TTEN PERM'ISS/ON FROM !HE 0/SlR!CT ENGINEER. TO DA Y!.ICH T TYPICAL ORIVEWA Y SECllON C-C NOT TO SCALE 7 ALL BURIED COPPER PIP/NC ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROT£C710N. IF OEVEZOPER/OHIVER CONDUCTS A SOILS TEST REPORT ANO OEMONS1RAT£S !HAT PROT£C710N CAN BE PERFORMED IN ANOlHER MANNER, TH£ 0/SlR/CT ENGINEER WILL CONSIDER AN ALT£RNA11VE FORM OF PROT£C710N. BIO-BASIN SUMMARY TABLE 8. 1H£ EXACT HOR/ZONl4L ANO V£R71CAL ALIGNMENT ANO TYPE OF MATERIALS OF 1H£ !JR£ LIN£ LOCATED B£1W££N 1H£ DETECTOR CHECK VALV£ ANO BIi/LO/NG SHALL BE 0£T£RMIN£0 BY !HE CITY OF CARLSBAD !JR£ MARSHAL. 9. ALL POTABLE WATER ANO RECYCLED WATER SERVICES SHALL BE t" ANO ALL METERS SHALL BE f" {UNLESS OTHER/t!SE NOTED ON PLANS} 70. ALL WATER METER BOXES SHALL BE !7" X JO" X 72" POLYMER CONCRETE AS MAN/IFAC1UR£0 BY ARMOR.CAST OR £01/AL. ff. M'IN!M/IM SPACING B£1W££N POTABLE WATER LATERALS ANO 5£/IER SERVICES SHALL 8£ 10 FEET. 72. 1H£ TOP OF WATER METER BOXES SHALL 8£ FLUSH WITH 1H£ FINISHED SURFACE GRAD£ 73. CONS1R/IC710N OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO 1H£ "CRITERIA FOR TH£ S£PARA710N OF WATER MAINS ANO SANITARY S£/IERS" PIIBL/SH£0 BY 1H£ STAT£ OF CAL/FORNJA's 0£PARWENT OF HEALTH SERVICES. 74. AXIAL 0£FL£C710N AT 1H£ PIP£ JOINTS AR£ NOT ALLOIIEO. 1H£ US£ OF A HIGH- 0£FL£C710N COUPLING AT A PIP£ JOINT MAY 8£ PERMITTED BY TH£ INSPECTOR ON A CASE BY CASE BASIS NOT TO £XC££0 4 0£GR££S TOTAL 0£FL£C710N PER CO/IPL/NG (2 0£GR££S/f:ACH GASKET}. 115£ C£RTAINT££0 "VINYi. -IRON" H.O. FOR C900. SEJtER NOTES t. 5£/IER MAIN ANO APPURTENANCES SHALL 8£ CONS1R/ICT£0 IN ACCORDANCE lt!lH 1H£ "CITY OF CARLSBAD £NG/N££RING Sl4NOAROS (LATEST £0/710N}, VOLUME!- GENERAL DESIGN STANDARDS, CHAPTER 6-0£5/GN CRITERIA FOR GRAVITY 5£/IER LINES ANO APPURTENANCES, ANO VOLUME J -Sl4NOARO DRAWINGS ANO NOTES ANO TH£ Sl4NOARO SP£C/IJCA710NS FOR PUBLIC WORKS CONS1R/IC710N, LATEST £0/710N (GREEN BOOK} 2. 1H£ CONlRACTOR SHALL OBTAIN AN £XCAVA710N PERMIT FROM TH£ 0/VISION OF !NO/IS TRIAL SAFETY BEFORE ANY £XCA VA 710N ANO SHALL ADHERE TO ALL PROVISIONS OF TH£ Sl4T£ CONSTRIIC710N SAFETY ORDERS. 3. BEFORE ANY CONN£C710N TO TH£ CITr'S £XIS71NG SYS!EM, A PERMIT SHALL 8£ OBTAINED FROM TH£ CITY. IT MUST 8£ SIGNED ANO APPROVED BY THE CITY £NC/NEER ANO S/IP£RINT£NO£NT. 4. BEFORE CONSTR//CllON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL 8£ R£0/IIR£0. 5. 1H£ CONTRACTOR SHALL N071FY TH£ CITY OF CARLSBAD £NGIN££RINC INSP£C710N EFF£C71V£ OMA TYPE BASIN TYP£0FBMP AREA ORA/NS TO (SOFT} OMA-J BMP-A B!OFIL !RA 710N 1198.0 OMA-4 BMP-8 B/OFIL !RA 710N tt46.02 OMA-5 BMP-C 8/0FIL TRA 710N 2482 OMA-6 BMP-0 8/0IJL !RA 710N 175.9 *BIO-BASIN SUMMARY l4BL£ NOTES.· f.1H£ A2 DIMENSION IS CALCULATED IN 1H£ FOLLOWING MANNER A2 = A1+F+C 48 HOURS PRIOR TO TH£ BEGINNING OF CONSTR/IC710N. (TELEPHONE NO. /760] 438-389!} *At (INCH} SURFACE PONO 6.0 6.0 6.0 6.0 *A2 B C 0 (INCH} (INCH} £ (INCH} (INCH) TOP OF UPPER MEO/A GRAVEL (FEET} BASIN ORIIJC£ 76.0 N/,4 78.0 27 f.5 76.0 N/,4 78.0 27 f.5 16.0 N/,4 78.0 27 f.5 13.0 N/,4 18.0 2/ f.5 6" PVC PIP£ PERFORA llON LA YOI./T OETAIL NOT TO SCALE "F (INCH} 0100 RISE OVER CATCH BASIN J 3.6 3.96 ! JtEST CEOCR/0 WALL SECllON 0-0 NOT TO SCALE 8/0FIL TRA TION SYSTEM DETAILS (TYP._) BIORL TRA llON BASIN 0£1AIL NOT TO SCALE *C BOX RISER/ OVERFLOW ORIFICES DIAMETER (INCH) SlR//ClUR£ SIZE IMPERMEABLE FR££ SIZE UPPER LOI/ER LINER? BOARD TYPE (FEET} (INCH) (INCH) CATCHBASIN 48X48 7 NOS OVERFLOW 24X24 N/,4 0.75 rES NOS OVERFLOW 24X24 CATCHBASIN 48X48 6.4 NOS OVERFLOW 24X24 N/,4 0.69 rES NOS OVERFLOW 24X24 CATCHBASIN J6XJ6 6.04 NOS OVERFLOW 24X24 N/,4 t.063 !ES NOS OVERFZOW 24X24 CATCHBAS!N J6XJ6 N/,4 6 0.50 rES NOS OVERFLOW 24X24 ~ ' ' ···)~"7"\/"' ---~ '· NO LIV£ LIV£ LOAD/NC LOADING ~-~ ,~ ~ ~~ -,~ ~!iii b,j 'iii~ WHIPTAIL LOOP W CAR/BO/./ COURT PER 0/ffl. 415-9 TYPICAL S£C710N NOT TO SCALE AASHTO N0.0 -}k stoii/e!.),, __ , · ' STORAGE LArER.'-/' .)(\ .,?h '>• . SCH 40 PVC MAL£ :, :;'. >:/ ..... _"-{ ' AOAP!ER (Mi!PxSoC} ~=,,=P=VC=====,====tl-'~ SCH 40 PVC 1HR£A0£0 OSI/BORA/NO £NO CAP (FPT} ======l==.==IJ--.ililjj--OR/LL ORIIJC£ HOLE AT L fat1:"t1/~J•t:i,?t : · • FLOH1./N£ OF £NO CAP (SIZE PER BIO-BASIN 0£l4!L} CLASS II PERM STORAGE LA rER OR/RC£ OETAIL NOT TO SCALE 5££ S£C710N C-C (BELOW} C SIDEWALK~ VEZOC!TY 0/SSIPATOR FLOWL/N£ FL ELEV = PER PLAN NOlE FS ANO FL ELEVA 710NS PER PLAN C 12% "' MAX B "' "' B 1::,,Nl--~#4 REBAR@ 6" O.C. BOlH WAYS CON71N/IO/IS NOlE =::::::;::!::=:ti::::~±t~:::::!t::.=::::::'.:: TO £NO (UP TO BIi/LO/NG WALL} ~ CURB FS V PER PLAN PLAN WEH' VARIES 6' M'IN TO 75' MAX S£C710N B-8 (PER SORSO 0-25} SE£ ANCHOR 0£l4/L (SORSO 0-25) EL£VA710NS PER PLAN AC PAVEMENT SlR//ClURAL STEEL TO 8£ SAM£ SCH£0/IL£ & PLACEMENT AS SHOHIV ON SORSO 0-25 S£C710N A-A FLOH1.IN£ SLOP£ =0.5% SECllON A-A J" TC PER J"-j rl-r CURB O/lll£T OPEN/NC ,,---r,R£BAR@6" O.C. BOTH WAYS I .I -' 6 I-< J"XJ" CONS1R/IC710N JOINT SECllON C-C (l,IOOIREO SORSO owe 0-25} S/OEWALK 1./NOERORAIN OETA/L (PER MOO/REO SORSO 0-25) NOT TO SCALE SECllON KEY MAP NOT TO SCALE NOTES AND SECTIONS SHEETC-2 CARLSBAD OAKS LOT 4 SITE DEVELOPMENT PLAN (MINOR) ~,i .... ~ ...... ,4..,.4 APPROVED ENGINEERING LAND PLANNING· ENGINEERING· SUR\IE~NG 440 ST AlE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FX (760)745-1890 THIS IS THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ___ PER CONDITION NO __ _ PLANNING DIVISIOK DATE ENGII\EERING DEPT DATE ~ ~ t -------------------------------------------------------------------------------------------------------------------------------------... -------------------...11<1:: ------------------------- 6" W/0£ 1RANS/710N FROM O" TO 6" CURB (TYP.) TYP. 6" W/fJ£ x_,,,,, 6" HIGH CURB FINISH GRAD£ 11101H V-4R/£S r==11101H/2 (MINI JJ /1fD1H/2=-=I ~-rr,,;,c-=5% AIA,.r 2% MIN ~l~1;~~~t~~j:~;~1;~l~I~~ 1. 0 • . ' 4"-6" CL£AN-lfASH£0 ROCK UNDERLAIN BY G£01FX71L£ FABRIC UNLESS SP£CIF/£0 BY PLANS (MIRAFI OR £0UIVAL£Nl} TJ'PICAL OPO/INC fi CORNER T'IPICAL /IEZOC/TY /JISS/PA TOR INSTALL /JETAIL /JETAIL -/IEZOCITY /JISSIPATOR FLOWLINE NOT TO SCALE --- J ----------- I . . ~~ j . : --. -.·-·. __ •j r------------ CURB OPEMNC &-/IEZOC/TY /JISS/PA TOR NOT TO SCALE ----1 --------- "" '-'l '-" . l . • BMPC .. ------------- --____ J __ • ·-, .• . ----------- / -------365-----Y-------------~-.. :-.. --1~-------~; --------.J6. ""~., --r-~·--c---~-362--. . ·1··-.,. ········· ·-·····- ··,-·-~"-~ " ·-·-·-5 >-,~,., -· -~·--· ··---~--~ ----- LJ ...... . ----' . \. /JETAIL fl -SOl/lH 0 5 10 15 ?O / / / ----~--~. -·----- MA/CH LIN£ _/ ___ _ ! l I I I -- - I I I I I ~ \ I I I I I . ,___! -+---+--41 I \/ .\I /c · 1· I \ I I I I I I I I I I I I I I <:J, • Ir~ / ,. ! L!' ,\ \ \ f\ / I I .. -·. ~ I ,j/ I j i .r --..L..--.. -~ T. rs VAR/£S (MIN J' ,__ ___ MAX 5/---,-----1 ,___1.5· I 1.5' ;-_5% AIAX 5JI..M4l.__7 • • · ·o.o;{ q. . .. ..• 560-C-J250C:;;;OM;;;~;;:cYi'£;;=7F,r":-:;,.L-.-----'--~ /JETAIL -CONCRElF SWALE {A(Ol)!RElJ S!JRS!J /JMJ C-t.J) NOT TO SCALE PVC OUTfl.O PIP£ (TO BIO BASIN) (SIZE PER PLAN) NOS MODEL OS-090N DURA-SLOP£ TRENCH DRAIN (OR £QU/VAL£Nl} NOS MODEL "°-o OS-2274 UNIVERSAL ~ £NO 0Ull.£T ~ (4"f! AOAPTFR) N/JS TROICH /JRAJN NOT TO SCALE SDP2018-0023 PRIJ/AlF WAIFRUNE !A(PROVEJ/0/TS (5££ SH££T J FOR SPECIF/CA 710NS) llfT-J I fJ; f§ft'?tl!llf//-;oN S£RIIIC£ LIN£) llfT-21 2· lfATFR S£RV!C£ If/ 1.5• M£1FR llfT-JI 2" lfATFR S£RIIIC£ LIN£ llfT-41 2· !RR/GA 110N BACl(/1011' PR£/fN1FR llfT-51 2" fJOM£S71C BACK/1011' PR£1fN1FR /JETAIL C -NOR711 SCALE: !"=5' -----0 5 10 TYPICAL DETAILS SHEETC-3 15 CARLSBAD OAKS LOT 4 ?O SITE DEVELOPMENT PLAN (MINOR) --,~P'P!l:<,.....,# .... 4 APPROVED ENGINEERING LAND PLANNING• ENGINEERING • SUR\JE'rlNG 440 STATE PlACE, ESCONDIDO, CA 92019 PH (760)745-8118 FX (760)745--1890 THIS IS THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ___ PER CONDITION NO .. ___ _ PLAN\"ING DIVJSIOK DATE ENGINEERlNG DEPT. DATE ---Ar N87'09'52"E -- •• <f ~ l.c) ~ ---::: ;t:! ' ~ ~ ~ "' V) ~ ~ ~ V) 365.55' 424.00' APN 209-/20-03 BU/LO/NG AREA = 45,452 SO FT FF E!.EV = VARIES OU£ TO SLOPING GRAOE ✓ \ \ ------\ \ \ / ;' j EX/517NG 24" RCP! i STORM DRAIN PEii'\ owe 4!5-9A / s / EX!S17NG EASEMENT" f---l,5;·•·a , / F/N 20!0-0047608 \' 'p I O.R., REC, JAN. 29, ; ; · 2010 / / f I I I I~ !i; I~ CURB DATA NO DELTA/BRG RADIUS LENGTH 0 A=42'28'.?o· 9.25' 6.86' 0 N09'35'42"£ --144.66' 0 A=! 3'53'34" 200.00' 48.49' 0 N047 7'5/"ff --8.39' 0 ,1=90-oo'oo· 3.00' 4.71' 0 N85'12'o9"£ --12.00' 0 N0477'5!"ff --80.00' ® N85'12'o9T --12.00' 0 L1=90'00'o(J' 3.00' 4.7!' @) N0477'5!"ff --6.64' @ N/0'30'54"£ --7.04' @ L1=8970'!2· 3.00' 4.67 @ N8078'54"ff --6.12' ® A=89'12'.?9. 1.00' !.57 @ L1=9570'14• 1.00' !.66' @ N75'28'o!'ff --!.78' © N0477'5!"ff --14.95' @ N75'28'o! "ff --4.23' @ N04 7 7'5f"ff --13.59' ® N75'28'o! "ff --4.39' @ ,1=19v5vr 52.00' 17.34' @ A=52'04'o2· 2.50' 2.27 @ A=89'59'5o· 2.50' J.93' ® N85'1!'59T --15.80' @ N04 7 7'5/"ff --59.50' @) N85'11 '58"E --15.06' @ L1=63'29'52" 3.00' 3.32' @ L1=30'28'32" 80.00' 42.55' @) A=0272'53" 80.00' 3.09' @ N2!'19'47"W --8.36' ® L1=79'26'o4" 3.00' 4.16' @ N2! '19'47"ff --8.36' @ N2! '19'47"ff --7.09' ® N6870'J3"E --29.76' ® N2370'!3"E --6.00' @ N66'19'47"ff --6.00' @ N6870'J3"E --7.26' ® N6870'J3"E --6.09' @ N6870'!3"E --8.00' @ N6870'!3"E --5.9!' @ N6870'!3"E --7.00' @ N6870'!3"E --8.00' @ N6870'!3"E --6.00' @ N6870'!3"E --28.50' @ N2l'19'4rff --15.00' @ L1=90'00'o0" 3.00' 4.71' @ N6870'!3"E --4.67 @ N2l'19'47" 3.46' @ ,d=/07'3!'55" J.00' 5.63' ® N0477'5!"ff --15.08' ® N85'12'o9T --21.26' ® N40'12'o9"E --6.00' ® N497 7'51 "ff --6.00' ® N85'12'o9"E --14.96' @ N85'12'o9"E --6.80' @ N85'12'o9"E --5.00' © N85'12'o9"E --6.00' @ N85'12'o9"E --6.80' @ N85'12'o9T --5.00' @) N85'12'o9"£ --6.00' 0 20 REMARK ! •• •• •• • • • • • • • • •• •• •• •• • • • • • • 2 4 3 4 2 • • • • ! •• 2 I • • • • 3 4 3 4 ! • • • • .. • • 4 3 4 • • I 4 1 •• • • •• • • • • • • • • •• • • •• 4 3 4 • • I 4 40 CURB NO DELTA/BRG RAO/US @ N85'12'o9"E @ N047 7'5/"ff © L1=90'00'o0" ® L1=90'00'o0" @ N047 7'51°ff @ N85'12'o9"E @ N85'12'o9"E @ N04775!"ff @ N04 7 75/"ff @ N85'12'o9"E ® N40'12'o9"£ @ N497 7'5/'ff @ N85'12'o9"£ @ N85'12'o9"E @ N047 75! "ff @ A= 75'34 v2· @ N7176'!0"E Q'b) L1=90'00'oo. @ N18'13'50'J'I @ N7! 76'10"E ® N7!76'!0"E @ N2676'!0T @ N63'13'50"ff ® N7!76'!0T @ N2676'!0"E @ N63'13'50"J'I @ N7!76'/0"E @ N!8'13'50"ff @) A=92'51'1r @ ,1=09v3'4r ® N!8'13'50"ff @ N!8'13'50"ff @ N!8'13'50"ff ® N!8'13'50"ff @ N18'13'50"ff @ Nl8'13'50"ff @ L1=9T39'36" @) L1=35'04'58" @ ,&=05'5! 'o5" @ A=35'04'.?4" @ A=05'5o'5r @ A=/5'18'!2" @ N7979'J6"E @ N7979'!6T @ N!l'58'45"£ @ N78'0!'!5"ff @ N69'26'.?3"ff @ N69'26'.?3"ff @ ,d=/0'03'40" @ ,&=!0'03'40" @ N79':JO'o3"ff @ N79':JO'o3"J'I @ ,&=50'00'58" @ ,&=56'23'30" @ N09 '35'42"£ @ N09 '35'42"£ @ N09'35'42"E @ L1=40'09'.?0" @ N49'15'o2"E "RtMARK • !-6CURB 2 -6" CURB ANO GL!TlER 3 -o• CL/RB 4 -6" TO o· TRANS/llON 60 80 -- -- 3.00' 3.00' -- -- -- -- -- -- -- -- -- -- -- J.00' -- 3.00' -- -- -- -- -- -- -- -- -- -- J.00' 15.00' -- -- -- -- -- -- 49.00' 54.00' 54.00' 54.00' 54.00' 54.00' -- -- -- -- -- -- 35.00' 30.00' -- -- 15.00' 40.00' -- -- -- 35.00' -- SDP2018-0023 DATA LENG17i REMARK 20.00' 1 15.00' • • 4.7!' • • 4.71' • • 15.00' •• 25.50' 2 5.00' 3 4.98' ! 4.98' • • 12.76' 2 6.00' • • 6.00' • • 36.26' • • 2.00' 3 15.78' I J.96' • • 1.16' • • 4.7!' •• 15.00' R N 2.00' 3 19.26' 2 6.00' • • 6.00' •• 25.5!' •• 6.00' • • 6.00' • • 29.76' • • 14.99' 3 4.86' • • 2.37' • • 2.69' I 6.00' 4 7.49' • • 4.46' I !0.99' • • 5.00' •• 83.52' RN 33.06' • • 5.51' • • 33.06' • • 5.51' •• 14.89' •• 51. 48' •• 53.57 • • 5.49' • • 6.00' •• 29.86' • • 30.6!' •• 6.15' •• 5.27' •• 29.86' RN 29.86' • • 13.09' • • 39.37' • • 48.35' • • 2.00' 3 24.65' I 24.53' • • 2.83' • • EAST HORIZONTAL CONTROL PLAN SHEETC-4 \ \ \ ''; \ \ \ \ \ \ \ \ \ \ \ :0.: \ ' ' \ ' '· \ 99.00:__.------- L-..r\ I 2 ' ~ A:ll§~-..[I 1( ;\r .·U\.'.'./'-c'"':;t II ----··------- 365.55' --- N87V9'52"E __ APN 209-120-03 BUILD/NC AREA = 45,452 SO FT FF ELEV= VARIES DUE TO SLOP/NC CRADE ····--·--y-. ---ir--····· c·~ CURB DATA NO OEZTA 'BRG RAO/US LENGTH (j) N86'29'o7E 4.18' 0 .ti=87"40'4o· 2.00' 3.06' 0 N05'50'13'11' !.91' 0 .tl=90VO'o0• 2.00' 3.14' 0 N84V9'47"E 13.00' 0 N05'50'11'11' 2.00' 0 N05'50'13"11' 118.00' ® N84V9'47"E 12.00' ® .tl=89'54'18" 3.00' 4.71' @) .tl=34'02'59" 70.00' 41.60' ® .ti=41"40'14" 10.00' 7.27' @ N01"41'20"E 15.51' @ N8878'40'11' 21.26' ® N46"41'20"E 6.00' @ N4378'40"11' 6.00' @ N8878'40"11' 2.00' © N8878'40"11' 23.51' @) N46"41'20"E 6.00' @) N4378'40'11' 6.00' ® N8878'40"11' 2.00' ® N8878'40'11' 19.26' @ N01"41'20"E 15.00' @ .ti=90'00'o0" 3.00' 4.71' ® N8878'40'11' 1.00' @) .tl=90'00'11" 3.00' 4.71' @ N01"41'31"E 15.00' ® N8878'.29 'II' 2.00' @ N8878'.29"11' 36.26' @J N46"41'31"E 6.00' ® N4378'.29'11' 6.00' ® N8878'.29'11' 2.00' @ N8878'.29'11' 36.26' @ N01"41'31"E 14.82' ® .tl=9176'o0" 3.00' 4.78' @ N87'02'.29"11' 0.97' ® .ti=90-00'o0" 3.00' 4.71' @ N02'57'31"E 15.00' ® N87'02'.29 "II' 2.00' @ N87'02'.29'11' 27.76' @ N47'57'3t"E 6.00' ® N42'02'.29"11' 6.00' @ N87'02'.29'11' 2.00' @ N87'02'.29'11' 36.26' @ N02'57'31"E 16.08' @ .tl=82"44'38" 3.00' 4.33' *R8/ARK 1 -6" CURB 2 -6" CURB ANO GUTlER 3-o• CURB 4 -6" TO o• Tl?ANS/llON 0 40 60 REMARK NO 1 @ • • @ • • @ •• @ 2 ® 3 ® 2 ® 1 © N » ® 2 ® •• ® •• © N » @ N » ® N » ® 3 @ 2 @ N • © N • ® 3 @ • • @ 1 @ •• @ • • @ N • @) •• ® 3 @ 2 @ N • @ N » @ 3 @ 2 @ 1 ® • • @) •• ® •• ® •• @ 3 @ 2 @) •• @ •• @ 3 @ 2 @ 1 @) •• ® @) @ @) @ @) 80 SDP2018-0023 CURB DATA OEZTA 'BRG RADIUS LENGTH REMARK N85"42 'o9 "E 1.13' 1 .tl=90VO'o0• 3.00' 4.71' • • N0477'5!"11' 15.00' • • .tl=90-00'o0" 3.00' 4.71' • • N85"42'o9"E 2.60' • • .ti=97V7'30" 3.00' 5.09' • • N02"49'39"E 14.76' • • N8770'2f"IY 21.26' • • N47"49'39"E 6.00' •• N4270'2!"11' 6.00' • • N8770'21"11' 38.26' • • N02"49'39"E 15.00' • • .tl=90-00'o0" 3.00' 4.71' • • N8770'21"11' 1.00' • • .tl=90-00'o0" 3.00' 4. 71' • • N02"49'39"E 15.00' • • N8770'21"11' 38.26' • • N47"49'39"E 6.00' • • N4270'21"11' 6.00' • • N8770'21"11' 21.26' • • N02"49'39"E 15.00' • • .tl=90-00'o0" 3.00' 4.71' • • N8770'.2f"IY 1.00' .. .tl=90'00'o0" 3.00' 4.71' • • .ti=13870'59" 1.00' 2.41' 3 N8770'.21'11' 19. 47' 1 N8770'.21"11' 6.53' 4 N8770'.2!'11' 5.00' 3 N8770'.21"11' 6.00' 4 N8770'.21"11' 6.53' •• N8770'.2f'II' 5.00' 1 N8770'.2t"II' 6.00' 4 N8770'.2!'11' 10.26' 1 N4T49'39"E 6.00' • • N4270'.2!"11' 6.00' •• N8770'.21'11' 29.76' • • N02"49'39"E 15.94' •• N38'59'.22"11' 4.91' •• .ti=2074'o2" 50.00' 17.66' • • .tl=04 '51'14 • 50.00' 4.24' 3 N8770'.21"11' 6.54' 4 N8770'.21"11' 7.93' • • .ti=09'06'50" 50.00' 7.95' 1 N04"47'18"11' 78.66' • • N04"47'18"11' 2.00' 3 .ti=70'20'39. 24.00' 29.47' 1 .ti=16~7'14• 24.00' 6.96' 2 .ti=9J'28'20" 1.00' !.63' 1 N04'21'o4"11' 3.96' • • N04'2!'o4"11' 5.00' 3 WEST HORIZONTAL CONTROL PLAN SHEETC-5 CARLSBAD OAKS LOT 4 SITE DEVELOPMENT PLAN (MINOR) ,-~-:!i-,#-, APPROVED ENGINEERING lAND PlANNING • ENGINEERING • SURVE~NG 440 STAlE PLACE, ESCONDIDO, CA 92029 PH {760)745-8118 FX (760)745--1890 THIS IS TIIE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ___ PER CONDITION NO __ _ PLANNmG DIVISION DATE ENGINEERING DEPT. DATE ~ ,,, \'' '\' ·,,, \ '\ \ ' \ '· \ \ \ ' ' \ ; \ \ \ \ \ ' . . \ \ \ \ ' ... \ \. '\ \ \ \ '-., ; \ -\',\ .. \\~··\' . , ,-, -' ,\•.-_ .• \\.\\ '. ' . ' '-. '· ' ', · .. _ ' . -;.\,\. '. '.' '~\\\\\', \ ';\ . . \ •. \ .. . . ••••~"° -•••• ' ..... ,--------......... . 1 1 -----··--. 2' WIDE X 3' LONC ZOC/TY DISSIPATER PER SHEET 3) f ·' ,J 7-.0 '~DETAIL "ii• §,II~ i (SI/EET 9} ' . ; ' ·. . ' .• ·, . ----~ ,,. .... '. ·-· \ SURFACE IMPROVEMENTS ~""" (SEE SHEET f FOR SPEC/FlCA 11CWS} ..... ' .. ,w•"' • I SI-! I 4" AC OIER 7" CLASS 2 BASE (ll?UCK ROUTE} . .. --.• \"I Sl-2 I 4" AC OIER 4" CLASS 2 BASE (PARK/NC) ··" '--·-IS!-3 I 7" PCC Off'R 7" CLASS 2 BASE (3000 PSI cavc. ·-. ' s.1 S!-1 I 6" CURB Jil/#4 @ 18"0. C.) -"· ··-- IS!-5 I 6" CURB &-CU17ER .. .. '-, ___ I S/-(j I 3' RIBBON CU17ER (OR AS SHOWIV) -· ' IS!-7 I PCC SIDEWALK ·- ·. IS!-8 I RETAIN/NC WALLS (MASONRY TrPE) ••A•• "" . IS!-9 I RETAIN/NC WALLS (MS£ TYPE) __ ,__ •. \,. S!-10 I --··· PEDESll?IAN RAMP , .. . ··-SI-!! I ll?ASH ENCLOSURE ff/ 7.5" PCC OIER NAT/IE .. 51-12 I BROW DITCH (TYPE PER PLAN) _. ..... _._. ... S/-131 8/0FIL ll?A 710N BASIN .. ··-.. S/-141 CURB OPENING (SEE DETAIL SHEET 3) ...• ·••,"---. ~ .... __ -·•-"" -· ------~-.;;,.·:; .. :.--" .. ~· ... •w••n•• "-·=· ..... ~ ~',; \\ ---~ ·.·.··;tii?··~ ·•.,_ OEMOLITION CONSTRUCllON NOTES (SEE SHEET /FOR SPEC/FlCA HONS) _f '·,, BMP-10 '"'"""" .. ~----·'" ----~------· ...... ,, ,,.. ···-- ........ ,. , ....... " -~ ..... ~ · ..... S' '),_ .. v~;:cu1/f7LL f./NE ~I ~/ 4 ./ 4 / "' ~ "' • ·" 1i'l· /~ "-. .... •. ,,,.,~ ... EFFEC17//£iAR£A Ofl!NERSH!P .. ,, (SOFl} • ....._ BMP TABLE .. •. TYP, OF BMP 'BMP-A 8/0, ll?AT/ON 1198.0 ' PVT ·• / ~· BM~:_B, 8/0, ll?AT/0/V 1146.0 .. PVT =~l-~~--------··,··~~,-:-------------/~ .... ~ .... ~~f~~=---------··_·~·-.~; 81,fP-C 8/0, ll?ATION 2482.0 PVT ·· . .._ / e-----=-B,-Wi-'P--D-----'+-.. -BA-Vfil-+ll?,-'A_T!,_i2_W_+---!6._8._! __ -+---P-VT--',;,-. -- c_ ______ .J_c:o...,_+-___ .,_ ______ _i__ _____ ~_ °", <~ H£T UOUTY OEA(O!J1/0N I DW-1 I STORM DRAIN REMOVAL \ \ . '· , ~---~ .. ':· \ C'>'•·· ······ .,.,.•···"\ . . •. f--·i: \ ' 'E '.4-4°( co. fJ!OJ fl IN 24" flOPE) (J0~8 IE OUT J0"1HDPE) . PER,OWG 4!5-9A '· .. :. ___ ., .. ,~; ... '" _.,~_. ... ~><· '!', A' \'t ' . \ \. .. . .. APN 209-120-0J BU!LD/2 AREA = 45,452 SO FT '• FF ELF = VARIES DUE TO SLOP/NC CRADE \ . . .. ' ' • • -....... :;,~ ...... /--<...._ ....... ~/ . '·. ,, ·········,········· . RECLAIMED WATER i f PER 011/c 415-9 ' . ·--i .. c,---'--"--'--y .. \~ SHEETC-6 CARLSBAD OAKS LOT 4 SITE DEVELOPMENT PLAN (MINOR) --,~P"F'l:(i.,......,#..,.., APPROVED [NGIN [[R ING THIS IS THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. PER CONDITION NO. ___ _ LANO PLANNING • ENGINEERING • SURvrnNG 440 STA lE PLACL ESCONrnDO, CA 92029 PH (760)745-8118 FX (760)745-1890 PLANNING DIVISION DATE ENGL"\TEERll\"G DEPT. DATE -376 374 I r:e 372 1W=37/J5 ------ 1F=356.49 1F=357.16 0.67' -366 t:=-=-=-=--!Fa=--c.t-.Ji~o.~5.'t. 8.7'(2===:::i--18. 67' -38.67' -364 10+00 NOlE: IYALL DRAIN PER f!GURE 5 OF THE PROJECT GEO!ECHNICAL REPORT r-toTE.: \NATE({ f'ROOFl!<JO _,./.---PE.~ AACHi'fSCT- DRAINAGE PANEl _____.---· {MIRl\!JRAftf li{JQiJ CR EQlllVt,,;_£1<.fT} PP-A.IN SHQUU}-(:1.f UNIFOR.Ml Y Si.OPE]) ro G~~'-'-,.1/ITY OUTLf:T OR Tb ·A-SU.MP 'iNHE.R2 W.<~:{ER. CAM EE 'l-~:EMOVfi:D 8-YPUMPlNG: 10+50 11+00 \ SURFACE IMPROVEMENlS \ '" ' (SEE SHEET I FCW SPEC/FlCA llCWS} ',, \ \ I S/-8 I RETAINING IYALLS (MASONRY TYPE, SORSO TYPE C-5) I SI-!/ I I Sl-12 I TRASH ENCLOSURE BROIY DITCH (S.O.R.S.D. TYPE B) 2' MAX IY!D!H, 2' MAX DEPTH , ' ~ \¾1ALL .. .__.,,. ! I . i I 2i-3Ji PROP.OSED G8ADE"'"\ \ • j .. I ~--.. - " • c:= • ~ ·::,=/·>::'<\ <~ ".:C::/:X•t•::-· -- I ' ' WATE1:t: P ~ .,/,..-PER A~HI r· ROOF'JNG TI:C'f i " ___ _,_~~ ----· ~ .-~-DRAl1'1AGE PANE!... M QDtJO AtEf·,rn ,-·· \/c.iR.AGRAI ~ OREQHl\./·1 I ~ ._,,,-.- lor,✓ ~ . f, ~·· 4-·• DlA,:S PERf'OR 0R·TQ1/ Q-iEDULE40 ¼TEI:i"PVC PIPf -\lEIRAlN EXTEND En ro AP-PROV ED 01J'TLET f"OOTING I ,",S,·,·• NO SCALE 1W=373.!5 =--- 1F=367.83 90.67' :=:-. ..:-.-. Tlr=373.82 ------"".""" j_ ' -•---t ~· --=-. ··-.~-=-==- 7F=cJ58.50 101,33' RETAINING WALL PROFILE 11+50 12+00 - PROPERTY LINE ... )· -------------- '""" ""'"""'"' ' -- .,. •• w.Y' --•••---• -----~···· ···=··· ___ ... __ , PROPOSED RETAININGV'/Afl ~ CONCRETE BROVVDITCk 7 I t ! -2/SH ' ' ' ~ ' i ' ' ' ' I 12+50 ,;-GROUND.SURFACE: j"' >-=,.. ·PP:EN ·µRA,QE D 1 °' f\lAX, AGQREGATE HORIZON/AL· /"=20' VERllCAL: /"=4' ....• 13+00 ------~ . CUT,/FILL L(NE -)-. "'-.!. 4" DIA PEP.Fpp,, TED $CHE.DULE ,,¼-,,.,,---+' .'c--40 PVC PIPE EXTENDEDTD j' ;.;Y APPROVED 01.JftCT . -...... 1F=359.!5. 134.67' ·-..._ •., SCALE !'=20' 0 ' 40 50 80 '. ·, SDI'2018-0023 :...352 -380 '.'""378 ----376 -374 1F=370.50 1F=37!.84 1F=37!.!7 16.00'-i nrr.=1-c--~----,-----~s-7•1-t-,-----11 I • \ · ,...359 16+00 • i ! WALL PLAN AND PROFILE SHEETC-7 CARLSBAD OAKS LOT 4 ! ! j i' ' i ' ! SITE DEVELOPMENT PLAN (MINOR) 1!1'4' APPROVED ENGINEERING LIND PLINNING • ENQNEERING •SURlfllNG 440 STATE PLACE, ESCONrnoo, CA 92029 PH (760)745-8118 FX (760)745-1890 THIS IS THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ___ PER CONDITION NO __ _ PLANNING DIVISION DATE ENGINEERING DEPT. DATE .. \ . ' . \ . ·, \ . ·-·· ... ,::::--·. . ' . ; · .. \ ·. ·. '. . . . . . ' . . ·. '0-1 so CATCH BASIN ·. . . . 364. 3/J., TG · . . · '362.36 fl 011r'l2" P . . . . \ . . . . ' .. ' . . ·'0-! so. CATCH,_BASIN. · ·.· 364.36TG•· .. , .. · · ' ·· .. 36ZJ6 FL · D(IT/2" X'VC . · . ' ' . .. \. · .. · .. \' \ ·, ' . . . . \ ·. ·, . \ .. · ... ' \ . . \ \ ·. . ·. ·.. ' ·. '. ; · ... ' . ·. '- . \ . · .. ' .. -· ..... \ · ... ' \ . : . ' . \ ·. /· . .•. / .. NO!E· ALL CATCHBAS/NS WllH GRATES SHALL 8£ STENCILED WllH CITY REOUIR£0 ITEM PER Bil OW DETAIL: DAS MANUFACll!R!NG ;fSOO "~ ....... -· ... ~•· ~---.... ,. ..~,.··· NO Q] ~ CD @ @ ~ ~ ~ al @ @l @ @ 0 @ .· @ SD-3 PERMANENT WATER OUAL/TY TREATMENT FACILITY KEEPING OIJR WATER Im Y.r CLEAN MAINTAIN #flH CARE -NO /.100/RCA 7JONS YdTHO!JT A6cNCY APPROVAL q STORM ORAIN OA TA OilTA/BRC RAO/US LENCTH N04"43't7"W --68.09' N251J5'35"W --132. 12' N8878'40"W --59.58' N68'59'36"W --56.02' N88"47'30"W --237.89' N15"47'29T --87.72' N5977'22T --30.98' N22'22'14T --23.21' N80'55't9"W --69.05' N80'24't8"W --0.50' N00:25'54"£ --24. 17' N08:J5'36"W --22.55' N87'21'34"W --21.70' N02"49'39T --6.00' N02"49'39T --6.00' N0477'5f'W --7.50' . ·, NO!E· ALL BIORL1RA710N AREAS WILL HAI£ A SIGN POSTED TO B£ VIS/BL£ AT ALL 11M£S. ~··· -..... . ... ~~· -·••"" q 4 d .. WATER QUALITY BASINS WATER QUALITY BASINS REMARK 12• PVC 18" PVC " . 24" PVC •• 6" PVC •• 12" PVC •• 3" PVC •• " . •• r •• •• •• NO Oil 1i4 'BRC RAO/US LENGTH NO Oil TA 'BRC 5.50' N8T56'37T N05'50'!f"W N841J9'49T N20'58'o7"W N01"41'20T N8878'40"W N84'56'34"W N8878'38"W N871J2'29"W N02'57'31T N871J2'29"W N8878'40"W N00"40'43"W N7176'10T L1=!!5'21'52" 5.50' ✓ ~.J68.75 FS 368.2.J fl 10.45' N051J1'46T 19.06' N4876'o7T 72.12' N8979't7T 6.72' N02'20'36"W 68.84' L1=07'51'39" 6.80' N63:Jl'o3T 68.73' A= 1801JO'o0 • 30.64' N63:Jl'o3T 47.70' L1=091J2'o8" 52.01' 5.00' 51.98' 146.93' 20.05' 78.07' !1.07' RAO/US LENC1H 21.94' 25.!!' 60.27' 5.19' 66.00' 9.05' 21.54' 2.50' 7.85' 21.54' 71.00' 11.20' • PROPOSED A TE RR£ 5£-E Sk!EfT l} , . H'rPjANTj(SE( fR. . ' RRE · LINE PLANS OIY(;WO._: _ . j . ! . . I . -------40 60 80 I .. .LJ /. ' . ' ... ) ... ' ~· ·-··· d M'T UllUTY OEMOUTON (SE£ SHEET I FOR SPECIF/CA 110NS) I Oi'l-1 I STORM DRAIN REMOVAL PR/VA 1E WA lERUNE IMPROIIEAIENTS (S££ SH££T f FOR SPEC/RCA 110NS) I /VT-6 I CHECK VAL 1£ ASS£MBL Y PR/VA 1E ORA/NACE IMPROVEMENTS (SE£ SH££T 1 FOR SPEC/RCA 110NS) 1so-1 1 24"x24• cATcH BASIN 1 so-2 1 36x.J6" cATcH sAs1N I SO-.J I 3" PVC STORM DRAIN I S0-4 I 6" PVC STORM DRAIN I S0-5 I 8" PVC STORM DRAIN I S0-6 I !2" PVC STORM DRAIN I S0-71 18" PVC STORM DRAIN I S0-8 I 24" PVC STORM DRAIN I S0-9 I V£l.OC!TY DISSIPATER I SO-IOI CATCH BASIN -TYPE F SO-!!I NOS TRENCH DRAIN S0-121 Cl/RB 0Ull£T -TYPE A S0-131 CURB 0Ull£T 0-27 S0-141 4" NOS 1R£NCHORAIN S0-151 MOO/RED £)(!S71NG TYPE F S0-161 NOS 24x24" CATCHBAS/N . \' l ; .. , __ ---/· ............... .. , ... ,, ....--"""~ . , .. .. ... """ , .. BMP-/0 .--~· ,,-. .. BMP-A BMP-8 BMP-C BMP-0 . .. t ' . . . r······~ "'-/ . ............... .:>·--... . ...... __ P!?OPOSEO PR/VA TE RR£ HYDRANT (S££ PR/VA TE RR£ LIN£ PLANS.OWG NO. __ ) ~/ ' /.___ .... ''· ~ ·-, / APN 209~!~ / ~t~~;:' 2Y' h(9.il' '-~ .,, -v• . ' /. BU/LO/NG AREA = 45,452 SO 'FT_ FF £LEV= 0/R/£S OU£ TO SLOPING. GRAD£ ✓ \·•.✓ BMP TABLE TYPE OF BIJP EFFECTIVE AREA (SOFT) OJ1INERSHIP B/Of1L TRA 710N !!98.0 PVT B!ORL1RA710N !!46.0 PVT B/Of1L TRA 110N 2482.0 PVT B/Of1L TRA 110N 175.9 PVT .. .y ·.>.;· . ··--~~-., ., ·,v, . ··•-., .......... • .. i .. {. ···i--... ',, • · ~:n:i:1::::J\,~1 -QR, REC, JAN 29.. _J ,· '. \, . j ' , .. ... · .. \ ' . 9.4 2010 ........ . .. i·' . . ! • . ! .i ' ' . / . . l .. ! ; .) . f ' ; : .' i . .-i : . : . f . ·, .. i ' ,.' : . . i : : .. : . ; . f -. . ! ; . . ! . . ; ! ... j ' . ' . f . .. ; : . .. i : ; ' . i : : ' / . -. f : ' .i : .. ' i J . ! . ! : . ! : ' , , ! ' .J66. 94 fl 1li'ENC!iOR4hV , .J56.3!, lP £%.' 24" RCP : . . i : : . ' .. ; ,:_-, : ,,;:: i. ! ' : : \ . ! \ : . : '. . : \ : : : ; t,,; : <~ ' : 1 : . '. : : ' ' ' ' : .. \ . 1 ; ' . : . ' : ' .. l ; : : 1 .... CARLSBAD OAKS LOT 4 SI TE DEVELOPMENT PLAN (MINOR) 1~«#, ENGINEERING . . LIND PL\NlllNG ENQNEERING SURVE~NG 440 STAlE PlAC[, ESCONDIDO, CA 92029 PH (760)745-8118 FX (760)745-1890 APPROVED THIS IS TIIE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ___ PER CONDITION NO __ _ PLANNING DMSION DATE ENGINEERING DEPT. DATE / SE£ lv/00/FIEO 0-25-r--· (SHEET 2) O.f4% .<J (.· \ FS DETAIL A SCALE: ! "-5' ~ ! 0 5 10 !5 20 0.6~ -7.80% 4 7.80% - 0.64% .,/ .· / / _,:/ ! / ;.. DETAIL B SCALE: 1"=5' --I --------------0 5 10 15 SURFACE IAIPROVEAIENT NOTES (SEE SHEET 1 RJR SP£C/FlCA 17CWS} I S/-101 PEDESTRIAN RAMP (lv/00/FIEO SORSO G-29) . --·-·1 20 0.64% - 0.28%', ' '· • .. <J 367.96 re 367.46 FSi ·•. 7.71% 0.49% '% 0.48% -- ---9.oo'-~-~-5.oo/-"'/+--'---a.so'~__o_,._-il / .. .J . A.fl; .· .. / ~ '.. _,/. "'' .• . / .· _/· ... / / >-----8.50'-~--i--soo'-+----8.50'-'--~--l I \" 0.50% '-" '-" 0-, 0-, ---, - ---, ·= ·..._en -.---~("") -• ,:b-,> ½'/3 ........ 3' ___ _ DETAIL C SCALE: !"=5' / ------ 0.50% - ----------0 5 10 15 20 SEE lv/00/flEO 0-25 (SHEET<9J•~-;.J v <J -0.80% --7.74% <] 7.74% - / {J.43%. 0.43% ... SDP2018-0023 1.00% 0.38. ~ \ I I \ f----t--8.50' -'----+--+--9. 00' -~--1--c'-_,-/ 8. 00',_;L--H--'-'-9. 00' --"-+--1----8. 50' -•",...:·.,.,.,-.• - / /": . : \ ii~ ~ f1~ .. / ~ / 0.29% -.-. -.-. -. -... .-.-.-.-.- DETAIL D 0 5 10 15 20 4.00' ~ zJj\ <::, ~ ,c. o-·-, ro'o (v c-,-c_,_ :'I'· ,i ~ ") ~,-2.00% -l~ ~ 1~ ~ ~ Ll 2.00% ~ -=-= GRAOEBREA j~ \ /\ ! DETAIL E SCALE: !"=5' G ~ I 0 5 10 15 20 0 .\ "' ~ ~ 6"-0" CUR, 2.00% 1RANS/170N ~! ~ / li<J ,.. "' ~ 6"-0" CURB ~ 1RANS/170N rJ' CURB 2.00% J66' ~ -86 re r6'J6,c-s 6" CURB ,~·· J . ······· DETAIL F 5 10 15 ADA DETAILS SHEET SHEET C-9 CARLSBAD OAKS LOT 4 / 20 / \ \ <:: SITE DEVELOPMENT PLAN (MINOR) 11:ij4, ENGINEERING LAND Pl.AN~NG • EN~NEERING • SURVEIIIIG 440 STAlE PLACE, ESCCNDIOO, CA 92029 PH (760)745-8118 FX (760)745-1890 APPROVED THIS rs THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ___ PER CONDITION NO .. __ _ PLA.:"INING DIVISION DATE ENGINEERIJ\G DEPT. DATE " 1.0 SCOPE OF WORK 1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ANCHOR WALL BLOCK AND MIRAGRID GEOGRID REINFORCED SOIL RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE CONFORMITY WlTH THE LINES, GRADES AND DIMENSIONS SHOWN ON THE PRECISE GRADING PLAN BY EXCEL ENGINEERING DATED JANUARY 20, 2017. 2. WORK INCLUDED: A. FURNISHING ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. FURNISHING MIRAFI STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. C. STORING, CUTTING AND PLAC!NG STRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCT!ON DRAWINGS. D. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WITHIN THE GEOGRID REINFORCED AREA AS SPECIFIED HEREIN AND AS SHO\/VN ON THE CONSTRUCTION DRAWINGS. E. ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID. 2.0 REFERENCE DOCUMENTATION 1. EXCEL ENGINEERING, PRECISE GRADING PLAN, DATED JANUARY 20, 2017 2. GEOCON INCORPORATED, UPDATE GEOTHECNICAL REPORT. PROJECT NO. 06442-42-26, DATED JUNE 23, 2016. 3. WHERE SPECIFICATIONS AND REFERENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE APPLICABLE DOCUMENT. 3.0 SPECIAL PROVISIONS 1. RED ONE ENGINEERING, INC. (RED ONE) ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS. 2. RED ONE SHALL NOT BE RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT; COST OF ADDITIONAL SUBSOIL EXPLORATION; AND FOR ALL LABOR TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. THE OWNER SHALL BE RESPONSIBLE FOR ALL SUCH COST. 3. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE EXECUTION OF THE WORK, INCLUDING LOCAL BU!LD!NG INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS 4. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE PROPOSED RETAINING WALLS AND ALL UNDERGROUND FEATURtS, INCLUDING UTILITY LOCATIONS WITHIN THE AREA OF CONSTRUCT!ON. 5. RED ONE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALL{S), INCLUDING INTERNAL STABILITY AND LOCAL EXTERNAL STABILITY WHERE APPLICABLE, BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE. RED ONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED TO US, INCLUDlNG GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABILITY. 4.0 GENERAL NOTES 1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE PLANS AND DOCUMENTS REFERENCED IN SECTION 2.0. CHANGES TO THESE PLANS OR DOCUMENTS, INCLUDING GRADING, DRAINAGE, UTILITIES, SURCHARGE LOADS OR GEOTECHNICAL PARAMETERS MAY AFFECT WALL DESIGN REQUIREMENTS. RED ONE ENGINEERING SHALL BE NOTIFIED OF ANY SUCH CHANGES TO DETERMINE IF WALL DESIGN MODIFICATIONS ARE NEEDED, 2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR VERTICA BLOCK AND MIRAGRlD REINFORCEMENT PRODUCTS. ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. RED ONE ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. 4. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DON~ BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR. 5. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE GRADING PLA.N REFERENCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 6. IF THERE ARE DISCREPANCIES BET\/VEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. 5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS 1. THE WALL CONTRACTOR SHALL DOCUMENT COMPLIANCE WITH THE FOLLOWING EXPERIENCE REQUIREMENTS: 2. A MINIMUM OF FIVE YEARS IN WHICH THE CONTRACTOR HAS BUILT SEGMENTAL RETAINING WALLS WITH A TOTAL FACE AREA NO LESS THAN 250,000 SQUARE FEET 3. CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS. 4. CONSTRUCTION OF AT LEAST FIVE SEGMENTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN. 6.0 MATERIAL NOTES 1. CONCRETE RETAINING WALL UNITS: ANCHOR RETAINING WALL UNITS AS SHOWN ON THE DRAVVlNGS AND AS MANUFACTURED BY SIERRA BUILDING PRODUCTS UNDER LICENSE FROM ANCHOR WALL SYSTEMS. 2. GEOSYNTHETIC REINFORCEMENT: MIRAGRID AS SHOWN ON THE DRAWINGS 3. LEVELING PAD BASE A. AGGREGATE SASE: CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM 0448: SIEVE SIZE PERCENT PASSING 1 INCH 100 3/4 INCH 75 TO 100 NO. 4 OTO 60 NO. 40 0 TO 50 NO. 200 OTO 5 B. BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS). 4. DRAINAGE AGGREGATE: CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WlTH ASTM D448: SIEVE SIZE 1 INCH 3/4 JNCH NO.4 NO. 40 NO. 200 PERCENT PASSING 100 75 TO 100 O TO60 OTO 50 0 TO 5 5. REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, SM OR SC TYPE, CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE uses CLASSIFICATION SYSTEM AND MEETING THE FOLLOWlNG GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE 3 INCH NO.4 NO. 40 NO. 200 PERCENT PASSING 100 20 TO 100 0 TO 60 o TO 35 A THE PLASTICITY INDEX (Pl) SHALL BE LESS THAN 20. B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS THREE (3) INCHES C, UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS ML, CL, OL, MH, CH, OH OR PT. D. ALL WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 17.2 ITEM A. E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS. WHETHER ON-SITE OR IMPORTED, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 6. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC OR CORRUGATED HDPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND/OR ASTM F405. 7. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER. PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY VISTA, CA 92081 TEL 760 509 0079 FAA 760 509 0078 RETAINING WALL SYSTEMS, INC prepared by '"' ,,.. "".fr1 .. ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1engineering.com R:\1 Active projects\Carlsbad Oaks Lot 4 & 5\Construction Drawings\C676-1701 ON NO-LOT 4.dwg, SHEET 1, 3/20/2017 2:18:17 PM CARLSBAD OAKS LOT 4 SDP2018-0023 ANCHOR RETA N NG WALL PLANS 7 .0 FOUNDATION SOIL NOTES 1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO OBSERVE FOUNDATION SOIL TO OBSERVE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATIONS IF THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT. 4. FILL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. 8.0 BASE COURSE NOTES 1. PLACE BASE MATERIALS TO THE DEPTHS AND V\llDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED PER PROJECT SPECIFICATIONS. A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT. B PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM) 2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED. 9.0 ERECTION NOTES 1 EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 2. GENERAL: ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S !NSTRUCTIONS AND RECOMMENDATIONS, AND AS SPECIFIED HEREIN. 3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT VVITHIN EACH SECTION OF THE BASE COURSE 4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. 5. PLACE CONCRETE WALL UNITS SIDE-BY-SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BET\1\/EEN THE FOUNDATION CONCRETE WALL UNITS. 6. PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROV!DE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF !MPERVIOUS MATERIAL. 7. INSTALL DRAINAGE PIPE AT THE LO\NEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL UNITS, 1 PERCENT {MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM) INTERVALS ALONG THE WALL. 8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE 9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MA!NTA!N LEVEL, ALIGNMENT. AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDJTIONAL COURSE. 10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE !S COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. 11. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND THE SHOP DRAWINGS a. ORIENT GEOSYNTHETlC REINFORCEMENT WlTH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRA\N!NGS. d. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAIN!NG WALL UNITS AND THE COMPACTED BACKFILL SOILS. PLACE THE GEOSYNTHET!C REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. e. THE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM \/1/RINKLES PRIOR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTHETIC REINFORCEMENT HAND-TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE FILL. f. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST6 INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. h. RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. TURNING OF RUBBER-TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT. 10.0 BACKFILL PLACEMENT NOTES 1 PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHES {LOOSE THICKNESS) WHERE HAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF PROPELLED COMPACTION EQUIPMENT IS USED. A. ONLY LIGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS. 3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE: A. COMPACT SOIL TO 90 PERCENT OF THE LABORATORY MAXIMUM DRY DENSITY (ASTM 01557) FOR THE ENTIRE WALL HEIGHT. B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER. C. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 90 PERCENT OF THE LABORATORY MAXIMUM DRY DENSITY (ASTM D1557), OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. D MOISTURE CONTENT: PER PROJECT SOILS REPORT RECOMMENDATIONS FOR ALL WALL HEIGHTS E. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER. 4. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE. A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETAINING WALL SYSTEM. B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE. 5. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTER CONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON-FROST SUSCEPTIBLE SOILS, TYPICALLY CLEAN SAND AND/OR GRAVEL ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL 11.0 CAP UNIT INSTALLATION NOTES 1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. 2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. 12.0 WALL CONSTRUCTION TOLERANCE NOTES 1. WALL CONSTRUCTION TOLERANCES: A VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE. WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: B.1. STRAIGHT LINES: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL 8.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES B.3 CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. D. BULGING: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE 13.0 UTILITY NOTES 1 UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS AND THEREFORE MAY NOT BE INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED, AND MAY TAKE UP TO TEN BUSINESS DAYS. 2. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS {IF ANY). 3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE 0-R!NGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS AS A MINIMUM 4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAMGE BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FOR THIS REASON, SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED ZONES OF THE RETAINING WALL, OR WlTHIN 5 FEET OF THE REINFORCED ZONE. 14.0 FJELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES 1. INSTALLER IS RESPONSIBLE FOR QUAUTY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS. 2. THE O\/\/NER SHALL EMPLOY AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL CONSTRUCTION TO PERFORM QUALITY ASSURANCE VERIFICATION OF THE CORRECT INSTALLATION OF SYSTEM COMPONENTS !N ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. 3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE INSTALLER'S EXPENSE. 4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE A TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) B ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED. FOR EVERY 50 LINEAL FEET OF RETAINING WALL. C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE AREA COMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT. 5. PROJECT GEOTECHNJCAL ENGINEER TO TEST ALL SOIL PROPOSED FOR USE IN THE SEGMENTAL RETAINING WALL CONSTRUCTION, INCLUDING SOIL JN THE FOUNDATION, RETA!NED AND REINFORCED ZONE OF THE WALLS. TO CHECK COMPLIANCE \N!TH THE MATERIAL SPECIFICATIONS AND ENGINEERING PROPERTIES. 15.0 STATEMENT OF SPECIAL INSPECTIONS 1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704.5. 2. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: A. UNIT DIMENSIONS. 8. ANCHOR WALL UNIT IDENT!FICATION OF COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE STRENGTH AND WATER ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1959. C. FOUNDATION PREPARATION. D. UNIT PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION, E. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT. F. BACKFILL PLACEMENT AND COMPACTION. G. DRAINAGE PROVISIONS. 3. TYPE AND EXTENT OF SPECIAL INSPECTION: A. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS. 4 TYPE AND EXTENT OF EACH TEST A. MODULAR UN!T DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION B. CONCRETE UNIT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF 7 PERCENT. C. FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERS AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED FILL. D. ANCHOR UNIT ALJGNMENT AND !NCLINAT!ON SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CONSTRUCTION. E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF THE GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION. PLACEMENT OF GEOSYNTHETIC REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS. F BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS PRIOR TO AND PERIODICALLY DUR!NG CONSTRUCTION. 12,ACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIED COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20-40 YARDS OF BACKFILL PLACED. G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL. 5. SEISMIC OR WIND RESISTANCE: A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705. 6 STRUCTURAL OBSERVATIONS: A THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1709. 7 SPECIAL INSPECTION NOTES: A. THE SPECIAL INSPECTIONS IDENT!FIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR. THOSE INSPECTIONS REQU!RED TO BE PERFORMED BY THE CITY'S BUILDING INSPECTOR. 8. WORK RELATED TO SO!LS SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER OF RECORD, AS PER THE PROJECT GEOTECHNICAL REPORT 16.0 SUBMITTALS 1 THE GEOTECHNICAL ENGINEER SHALL SUBMIT VERIFICATION TO RED ONE ENGINEERING PRIOR TO THE START OF SEGMENTAL WALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECIFICATION DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, LIMITED TO WORK TO BE DONE ON SHEETS 10-13, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. RED ONE ENGINEERING, INC. 1295 DISTRIBUTION WAY VISTA, CA 92081 PHONE: 760-410-1665 BY:_______________ DATE: ____ _ MATTHEW M. MERRITT, R.C.E. 68429 EXPIRES 09-30-17 17.0 ANCHOR WALL DESIGN NOTES 1. IT IS THE RESPONSIBILITY OF THE OWNER OR O\NNER'S REPRESENTATIVE TO CHECK THE SOIL STRENGTH DESIGN PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION, !F THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING WALL 2. SOIL DESIGN PARAMETERS: A. REINFORCED SOIL: PHI = 30 DEGREES C= O PSF GAMMA= 130 PCF RETAINED SOIL: PHI= 30 DEGREES C= 0 PSF GAMMA= 130 PCF FOUNDATION SOIL: PH!= 30 DEGREES C= 0 PSF GAMMA= 130 PCF 3. DESIGN PEAK GROUND ACCELERATION (2/3*PGAm PER 2013 CBC AND ASCE 7-10): 0.264G 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION, GRADATION AND PLASTICITY INDEX AS STATED IN SECTION 6.5 THIS SHEET 5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 6 LATERAL EARTH PRESSURES ARE DETERMINED USING COULOMB EARTH PRESSURE THEORY 7. INTERNAL STABILITY OF WALLS A. MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH= 1.50 B. MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT= 1.50 C. PERCENT COVERAGE OF GEOGRID = 100% 8. EXTERNAL STABILITY A. MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING= 1.50 8. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING= 2.00 C. MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS= 2.50 D. UNIFORM SURCHARGE= AS SHOWN ON STRUCTURAL CALCULATIONS E. BACKFILL SLOPE= AS SHOWN ON S!TE PLAN AND STRUCTURAL CALCULATIONS 9. GLOBAL STABILITY {TO BE CONFIRMED BY GEOTECHNICAL ENGINEER) A. MINIMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY= 1,50 B. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY= 1.15 18.0 ANCHOR WALL ICC REPORT ANCHOR WALL SYSTEM APPROVED FOR USE VVITH MIRAF! GEOGRID IN ICC-ES REPORT ESR-1959 19.0 APPLICABLE BUILDING CODE ALL CONSTRUCTION SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE 20.0 ANCHOR RETAINING WALL PLAN SHEET INDEX SHEET 10. SHEET 11. SHEET 12. SHEET 13. TITLE SHEET AND NOTES ANCHOR WALL PLAN VIEW ANCHOR WALL PROFILE TYPICAL WALL SECTION AND DETAILS ANCHOR RETAINING WALL DESIGNED FOR INTERNAL AND EXTERNAL STABILITY ONLY. GEOTECHNICAL ENGINEER OF RECORD TO CONFIRM SITE GLOBAL STABILITY. ANCHOR RETAINING WALL TITLE SHEET AND NOTES SHEET C-10 CARLSBAD OAKS LOT 4 SITE DEVELOPMENT PLAN (MINOR) ,~~!"W"'l:(i~,# ... , APPROVED ENGINEERING lAND PLANNING • EN~NEERING • SUR\fJ1NG 440 STATE PLAC~ ESCONDIDO, CA 91029 PH (760)745-8118 FX (760)745-1890 THIS IS THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ___ PER CONDITION NO~-- PLANNIN"G DMSION DATE DATE I 0 N I n (f) z <( _J Q_ _J _J <( ~ (') z z <( f-w 0::: 0::: 0 I 0 z <( 0 I (0 l'- (0 s;j- f- 0 _J (f) ::<'.'. <( 0 0 <( (D (f) _J 0::: <( 0 I \ \ , \ \ , \ \ , \ , \ \ \ \ , \ \ \ \ , , \ , \ , \ , \ \ \ , , \ , , \ \ ·············"~· .. - \ I CONSTRUCTION NOTES 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLAN FOR SITE INFORMATION. , .. _____ .... PLEASE SEE PROJECT GRADING 2. GENERAL CONTRACTOR/DEVELOPER AND GEOGRID, INC. SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. PREPARED FOR THE EXCLUSIVE USE OF prepared by RETAINING WALL SYSTEMS, INC 1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1engineering.com R:\1 Active projects\Carlsbad Oaks Lot 4 & 5\Construction Drawings\C676-17010NN0-LOT 4.dwg. SHEET 2, 3/20/2017 2:18:23 PM . . \. o\Bou',co\.J.Ri cr,P..r--• •· · .. '· ANCHOR RETAINING WALL PLAN VIEW SCALE: 1 "= 20' SDP2018-0023 , ,.::---------~ ANCHOR WALL PLAN VIEW SHEET C-ll CARLSBAD OAKS LOT 4 SITE DEVELOPMENT PLAN (MINOR) 1t1,#, ENGINEERING LAND PLAN~NG • ENGINEERING • SIJR\f!1NG 440 STAJE PLACE, ESCOODIDO, CA 92029 PH (760)745-8118 FX (760)745-1890 APPROVED THIS IS THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ___ PER CONDITION NO __ _ PLANNlNG DIVISION DATE ENGINEERING DEPT. DATE ------------------ ] PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY VISTA, CA 92081 TEL 760 509 0079 FAX 760 509 0078 .df. [ GIOGRID RETAINING WALL SYSTEMS, INC prepared by 1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering.com R:\1 Active projects\Carlsbad Oaks Lot 4 & 5\Construction Drawings\C676-17010NNO·LOT 4.dwg, SHEET 3. 3/20/2017 2:18:28 PM -----·------ 378 TOP ~1o·t.ENGTH = 7,o• I ······ iroP GRIO LENGlH = 9,0'L : . ········ . 1·· ••·••·••· • 378 376 f=····=···=···~G;;R'~D~LENi· ~~G .~ff¼.~= -~···tS.;o~'···=· •·=· ==i=---f======·;,·=····~··~~R~1D~· •~lEN~~~uTH~~-·-~~~-7~.o~•;:-. ==·=========i·•••·••·•··•·•··j 376 ; 3741····················•························'···························+·····-l·-·············································'··························•;. .......................... ; ........................... ; ........................... ; ............ 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'""'"""'" ....... ··!--·· ' 1+10 1+20 1+30 1+40 ANCHOR RETAINING WALL #1 PROFILE SCALE: 1 "= 6' H: V · i 356 ....• 354 i 352 1+50 378 ............ .................. ............ ···' 'rOPGRID LENGTH .. =··1:0'L ........... .. . i 376 f=======±==================.====·~··GR~ID~· ··~·LE~N~G~~~··-~,~~~;-0~-•~····7· '=========·====f=============· ::-:· ·F'.:::-·· =11· 378 ~~, 376 .374 •·•-• L.·,·n •~•,.,·.,,·.,··w••· •--•~•-o-·,,.••· ••~._.,,,. '"~• • ••~•"~'"'"'•••-• •••••·••• --• . • 3741·····························································'························································•··························································+ ················• 372 .. .................... 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I ............................... ,. ··················i 358 ·.• ............................. : ........................... , ........................... ; ' ............................. ;..... ............. .. • . . ·1 • ..... :... ........... ...... ······ ............... • . ......... .... . ........ l. 1+00 1+10 1+20 1+30 1+40 1+50 1+60 ANCHOR RETAINING WALL #2 PROFILE SCALE: 1"= 6' H:V . ..... ; .............. ··+·························•368 I I : I I I I I I ... +·:··· ...... .-::r . · ·I·· --·--f· ··· ········ ...... '.1 ""T ""T l;I .. ·········· I • : •................. .. .. ... I ·· ...... .......... •• ··············· .. . 366 364 362 360 358 . ....... _.,_,.·,·. 1+70 1+80 LEGEND 4" CAP UNIT B" CAP UNIT VERTICA UNIT MIRAFI GRID 3XT FINISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CURVE POINT OF TANGENT ANGLE POINT 1W rm GL PC PT AP SDP2018-0023 ANCHOR WALL PROFILE SHEET C-12 CARLSBAD OAKS LOT 4 SITE DEVELOPMENT PLAN (MINOR) -,~-:<i-,#-, APPROVED ENGINEERING LIND Pl.INNING • EN~NEERING • SIIRifllNG 440 STAlE Pl.ICE, ESCONDIDO, CA 92029 PH (760)745--8118 FX (760)745-1890 TillS IS THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. ____ PER CONDITION NO~--- PLANNING DMSION DA1E ENGil-lEERIN"G DEPT. DATE l STEP 1 -PLACE REINFORCEMENT SO THAT LITTLE OR "!O OVERLAP OCCURS IN THE RADIUS AREA. IF OVERLAP OCCURS, PLACE 2 TO 3 INCHES OF SAND BETWEEN THE REINFORCEMENT LAYERS. 2 TO 3 INCHES OF SOIL FILL REQUIRED BETWEEN OVERLAPPED REINFORCEMENT FOR PROPER SOIL AND REINFORCEMENT INTERACTION. r L _i STEP 2 -LAY THE NEXT COURSE OF BLOCK. MAKE A MARK ON THE BACK OF THE BLOCKS IN THE AREAS THAT ARE NOT REINFORCED. BACKFILL AND COMPACT THAT COURSE STEP 3 -PLACE REINFORCEMENT IN PRIMARY STRENGTH DIRECTION >---L----.1. THE AREAS WHERE THE MARKS SHOW,-----1~1 GAPS IN THE LOWER REINFORCEMENT PATTERN. CONTINUE NORMAL WALL CONSTRUCTION, REPEATING THESE r------'[:Mi(l STEPS AS NEEDED. Anchor™ Vertica® Retaining Wall A OUTSIDE CURVE DETAILS 13 NOT TO SCALE 4" SUBDRAIN FRONT ELEV A TION 4" SUBDRAIN CONCRETE HEADWALL I--24" --11-f CROSS SECTION *THIS DETAIL APPLIES AT WALL #1 AND #5 12" 12" Anchor™ Vertica® Retaining Wall F SUBDRAIN HEADWALL DETAIL 13 NOT TO SCALE PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY V!ST A, CA 92081 TEL 760 509 0079 FAX 760 509 0078 GIGGRID RETAINING WALL SYSTEMS, INC prepared by 1~ed one engineering Inc PLACE ADDITIONAL REINFORCEME"!T ON THE NEXT COURSE OF SEGMENT AL UNIT IMMEDIATELY ABOVE THE SPECIFIED PLACEMENT ELEVATION IN A MANNER THAT ELIMINATES GAPS LEFT BY THE PREVIOUS LA YER OF REINFORCEMENT AT THE SPECIFIED REINFORCEMENT ELEVATION. L BEVELED UNIT 4" CAP UNIT 18" ~ CORNER UNIT 8" CAP UNIT Anchor™ Vertica® Retaining Wall S!RENGI H DIRECTION Anchor™ Vertica® Retaining Wall B NSIDE CURVE DETAILS 13 NOT TO SCALE PRINCIPLE REINFORCEMENT DIRECTION i----L----j NOTE: IN THE "CROSS-OVER AREA" OF REINFORCEMENT, ONE OF THE LAYERS OF REINFORCEMENT SHOULD BE LOWERED OR RAISED ONE COURSE TO ALLOW PLACEMENT OF THE REINFORCEMENT WITH THE PRINCIPLE REJNFORCEMENT STRE"!GTH DIRECTION PROPERLY ORIENTATED. THE REINFORCEMENT SHOULD NOT EXTEND INTO THE SEGMENT AL RETAINING WALL UNITS ON THE RETURN LEG OF THE 90-DEGREE CORNER Anchor™ Vertica® Retaining Wall G 90-DEGREE OUTSIDE CORNER W/ GRID 13 NOT TO SCALE 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering.com H 13 C SOMETRIC BLOCK VIEWS FIRST COURSE TIHRD COURSE STRAIGHT UNITS 13 NOT TO SCALE ADDITIONAL DRAINAGE AGGREGATE AT OUTSIDE CORNER DISTANCE H/3 FROM CORNER TO 45° BISECT LINE. SECOND COURSE FOURTH COURSE Anchor™ Vertica® Retaining Wall 90-DEGREE OUTSIDE CORNER NOTTO SCALE I R:\1 Active projects\Carlsbad Oaks Lot4 & 5\Construction Drawings\C676-17010NN0-LOT 4.dwg, SHEET 4, 3/20/2017 2:18:33 PM -----------------------·-----·· Anchor™ Vertica® Retaining Wall D LEVELING PAD STEP DETAIL 13 NOT TO SCALE CAP UNIT PER PROFILE ANY FENCE OR GUARDRAIL WITHIN 3' OF TOP FACE OF WALL WILL REQUIRE SLEEVE-IT 1224R SDP2018-0023 EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2" OF LOWER BLOCK FACE 9"MIN. PLACE GEOGRID OVER LOCATOR NOTCH Anchor™ Vertica® Retaining Wall I- E INFORCEMENT CONNECTION DETAIL 13 NOT TO SCALE FINISHED GRADE PER GRADING PLAN 2° VERTICA® BLOCK -----i 24" WIDE DRAINAGE COLUMN ----i ¾" CRUSHED ROCK Anchor™ Vertica® Retaining Wall I TYPICAL REINFORCED WALL SECTION 13 NOT TO SCALE ANCHOR WALL SECTION AND DETAILS SHEET C-13 CARLSBAD OAKS LOT 4 SITE DEVELOPMENT PLAN (MINOR) -------- -,i-l ..... ,# .... 4 APPROVED ENGINEERING LAND PLANNING • ENGINEERING • SURlfllNG 440 ST Alf PLAC~ ESCONDIDO, CA 91019 PH (760)745-8118 FX (760)745-1890 THIS IS THE APPROVED SITE DEVELOPMENT PLAN FOR PROJECT NO. PER CONDITION NO __ _ PLANNING DMSION DATE ENGINEERING DEPT. DATE -----------····----. ' i ·····-·" --·········· _____ .... _ ....... •" ····-··" ________ ..... ---·•" -------- ....... ----·· . __ .... ---· ___ _. ..... --------- -----••'" _._.-•·- ---------"'··· ---····-·--····----···-····-·····-· ----------------"- ··----.. ----~----- -------------········--······---··-··--··--------···•-" SITE LIG!-tTING PL.AN IJ -.-••. -_,.-.-.---••--T•------ ------ :: •;: . ' 'I l1v1 e r~ 21·AFr 9 ~ :I Jf----- ' :~ :~ \ / ' ' , , ' FIXTURE TYPE Fi F2 / l MANUFACTURER FIXTURE INFORM.A TION DESCRIPTION LITHONIA LIGHTING LEO POLE TOP FIXTURE WITH PHOTOCELL KAOLED-40C-1000-30K-R3 PROVtDE ON 22' POLE WITH 2' BASE MVOLT-SPD-04-PIRH-HS PERIMETER FIXTURES TO BE FULL CUT OFF DDBXO WITH HOUSING SHIELD LITHONIA LIGHTING LEO WALL PACK LIGHT FIXTURE WITH 90 MINUTE TWHLED-10C-1000-40K-T311'1 EMERGENCY BATTERY BACK-UP. MVOL T-PE-ELSW-ODBXD MOUNT AT 22' A.F.F. CONFIRM MOUNTING HEIGHT FIXTURE LIST 121-a ...... ~ ' SCALE: 1/32' = l'-e>' 10109 Carroll Canyon Rd. Suite200 San Diego, CA 92131 p: 858.673.4445 f: 858.673.4446 www.mpeconsulting.com SDP2018-0023- VOLT LAMP WATTS 277V 73W LED I nw 3000K 277V 39WLED 39W 1 16-266 ' ! I ' I 858.79.':L<l77/ www sca-sd com DEVELOPMENT I-..,. z I- 0 w ...I a: :i w I- a.. z w 0 0 z <C ....I 0 0 -I-w <C C > > 0 <C z m w z en ...I Q en a: ~ <C <C 0 w 0 w C -<C m Q en <( ...I a: m < 0 Revision Dates Issue Dates Design Develcprnent Ski Set Perrnlt Set Construction Drawing Date Check By Drawn By Scale Job Number Sheet Number 7-6-16 PB/GB OT SEE PLAN 15060.S0I E1.1 / / ....... .-•--·· ------·-.. ---·•"'" ____ ... _ ..... .----------·· -------__ ....... . -----·· --•··-·· _____ ... --------·· ·-····· .. -· ......... ___ ,. ... ____ ..... .... --- ............. ......... -.. ----- -------·--·-······•·" ---------·····--·· ---.......... . .--------··----- --------···· .. ··· -------·-·······-···· SITE Fl-lOTOMETRIC LIGl-lTING FLAN ··--· ·---· ---- .. " .. ·•··~···--~ _,/ .( ./ -----···· --------· --c·· -.,, +i ,.2 ' ·-----------~ . .. . ____ ,---···---- ....... --···· f4.2 j + !i+ 4.1 j 3.1 :; +3.9 if + ,:; 3.U +3J l SCALE, 1/32' = l'-IZl' 10109 Carroll Canyon Rd. Suite200 San Diego, CA 92131 p: 858.673.4445 f: 858.673.4446 WIVW.mpeconsulting.com SOP 2018-0023 16-21,b SrnlthConsulting Architects 858.?93.4/77 www sea-sci.com B A D E E D EV'E l OP MEN T 1-z w :E a. 0 -I w > w Q w w -Q c( m Revision Dates Issue Dates l- o ..J a: w 1-z II.I 0 z 0 I-< > 0 z z C < m en ..J a: < 0 < 0 Ci < m U) ..J a: < 0 Design Deve!oprnent Plan Chez::k Construction Set Drawing Date 7-6-16 Check By PB/GB Drawn By OT Scale SEE PLAN Job Number 15060.SOI Sheet Number E1.2 ) > \CE) ---~-· ---. .-;(. '' Q ' ' ' --~ t s ,,,,,J, \ \ NOTE: NO TREES OR DEEP-ROOTED SHRUBS SHALL BE PLANTED WITHIN 10 FEET OF ANY FIRE HYDRANT OR BACKFLOW PREVENTION DEVICE. NOTE: ALL TREES BORDERING DESIGNATED FIRE LANES SHALL BE MAINTAINED SO THAT THEIR LOWEST BRANCHES ARE 13'-6" CLEAR OF THE FINISHED PAVE SURFACE OF THE FIRE LANE. NOTE: DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. I I ,'~:::<-:-.,\.}- "-'"" ,· . ·' ' ' .. '" -'. " PROPOSED BUILDING ----7~ --- 1 I 00000000 oo oo oo ' ' I STATEMENT OF COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. 07/08/16 DATE ' 00 00 00 \@ ' 0000 0000 000000000 ~ r1 :1 \ , I I I I I I I \ I ', I ' ' I LANDSCAPE SITE CALCULATIONS TOTAL SITE AREA NEW LANDSCAPE AREA EXISTING LANDSCAPE AREA TOTAL LANDSCAPE AREA PERCENTAGE OF SITE LANDSCAPED TOTAL PARKING LOT AREA PARKING LOT LANDSCAPE REQUIRED (10%) PARKING LOT LANDSCAPE PROVIDED (11 %) TOTAL PARKING STALLS PROPOSED 260,547 SF 38,402 SF 104,304 SF 142,706 SF 54.8% 47,698 SF 4,770 SF 5,166 SF PARKING LOT TREES REQUIRED (1 PER 4 STALLS) PARKING LOT TREES PROVIDED 126 32 32 .. ___ ,, ___ _ I ~-- 1 I I V V V V VV VVVV "7V V'v VVVVV VV'l I + ('?) .. ,;,l,' X25' SI DISTANCit< TRIAN,GLE '~··:~ '~, ' ' ' . '. ' '. . . ,. EMPLOYEE AMENITY AREAS CALCULATIONS PROPOSED BUILDING BUILDING 'A' BUILDING AREA 50,150 S.F. AMENITY AREA REQUIRED 3,009 S.F. PATIO AREA REQUIRED 1,806 S.F. PATIO AREA PROVIDED 1,824 S.F. NOTE: OUTDOOR PATIO AREA PROVIDES 60% OF THE REQUIRED AMENITY AREA, WITH THE REMAINING 40% PROVIDED WITHIN THE BUILDINGS, PER CITY REQUIREMENTS --------·- SOP 16-16 PLANT LEGEND SYMBOL BOTANICAL NAME TREES 0 ARBUTUS 'MARINA' OLEA EUROPEA 0 'SWAN HILL' 00 TIPUANA TIPU 0 QUERCUS AGRIFOLIA SHRUBS AND GROUND COVERS □ooc □□□:i □□□□□□□□ =□□□oo:::i □ V'vVVVVVV VVV'7'7VVV vvvvvvvv '7 9 V V V V V V @ 0 ACACIA REDOLENS 'DESERT CARPET' CALLISTEMON 'LITTLE JOHN' CAREX DIVULSA DIANELLA REVOLUTA 'LITTLE REV' FESTUCA MAIRE! FICUS PUMILA HESPERALOE PARVIFLORA HETEROMELES ARBUTIFOLIA KNIPHOFIA UVARIA LANTANA 'NEW GOLD' LOMANDRA LONGIFOLIA 'BREEZE' MISCANTHUS S. 'MORNING LIGHT' MUHLENBERGIA RIGENS ROSMARINUS 0. 'PROSTRATUS' BIO-RETENTION AREAS CAREX SUBFUSCA JUNCUS PA TENS COMMON NAME MARINA STRAWBERRY TREE FRUITLESS OLIVE TIPU TREE COAST LIVE OAK PROSTRATE ACACIA DWARF BOTTLEBRUSH BERKELEY SEDGE LITTLE REV FLAX LILY ATLAS FESCUE CREEPING FIG RED YUCCA TOYON RED HOT POKER NEW GOLD LANTANA DWARF MAT RUSH JAPANESE SILVER GRASS DEER GRASS PROSTRATE ROSEMARY RUSTY SEDGE CALIFORNIA GRAY RUSH FOR COMPLETE PLANT LEGEND, SEE SHEET L2.1 EXISTING TREE LEGEND SYMBOL 0 ® 8 JV BOTANICAL/ COMMON NAME EUCALYPTUS FICIFOLIA/ RED FLOWERING GUM KOELREUTERIA PANICULATA / GOLDENRAIN TREE PINUS HALEPENSIS / ALEPPO PINE £~ QUERCUS AGRIFOLIA / V CALIFORNIA LIVE OAK NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE REMOVED. EXISTING SHRUBS AND GROUNDCOVERS: ACACIA REDOLENS / PROSTRATE ACACIA BACCHARIS Pl LU LARIS/ COYOTE BRUSH DODONAEA VISCOSA / HOPSEED BUSH ECHIUM CANDI CANS/ PRIDE OF MADEIRA MYOPORUM PARVIFOLIUM / MYOPORUM PLUMBAGO ACULATA/ CAPE PLUMBAGO ROSMARINUS SPP. / ROSEMARY SIZE/ SPACING 24" BOX 24" BOX 24" BOX 24" BOX 1 GAL./ 48" O.C. 5 GAL./ 30" O.C. 1 GAL./ 24" O.C. 1 GAL./ 24" O.C. 1 GAL./ 24" O.C. 5 GAL./ 36" O.C. 5 GAL./ 36" O.C. 5 GAL./ 5'O.C. 5 GAL./ 36" O.C. 5 GAL./ 36" oc. 1 GAL./ 24"O.C. 5 GAL./ 42" O.C. 1 GAL./ 36" O.C. FLATS/ 12" O.C. 1 GAL./ 18" O.C. 1 GAL./ 24" O.C. CONCEPTUAL LANDSCAPE PLAN 0 15 30 60 90 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA.COM ---------- Architects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858.793.4787 Fax www.sca-sd.com ©2015 Smith Consulting Architects B A D E DEVELOf;MENT I-"'" z I- 0 w ...J a: :a: w I-z a.. w 0 0 z c( -I 0 0 I-w c( C > > 0 c( z CD w z en ...J C en a: ~ c( c( 0 w 0 w C c( -CD C en <( ...J a: m c( 0 Revision Dates 8DF 2ND SUBMITTAL 8.11.16 Issue Dates Planning 1-8-lb Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date Check By Drawn By Scale Job Number Sheet Number L 1.1 8--11-16 RI.A RI.A SEE PLAN 15060.SOI SLOPE RE-VEGETATION NOTES SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: • COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. • TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. • REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER • ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR) C. STANDARD #3 -LOW SHRUBS • LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4-TREES AND/OR LARGE SHRUBS • TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING) . B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP) , #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP) , #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. CITY Of CARLSBAD ESTIMATED TOTAL WATER IJSE (ETWU) Carisbad Oaks Lot 4 Evcpot::onspi-rof!o,c Rate [Eto}"' Conversion factor (Step 1 x Step 2) Plani Fc~ctor (P'Ft''°' f°-1 -D.8} Area of Hydrozone (sq. ft.) {HA) (Step 4 x Step 5) !Step 6-,.. Step If (Tota! aJSfep 3+ Tota! SL.A sq. ft, h Step5) (Step 3x steo 9} Estimated Tc1·ot 'l..t :der Use- HWU {Gal-ions Per Year} Total shall not f' . .xceed M/:J-..t.f/ A -•·t;-to VVe-st of J-5::: 40,0 ECS{of"i~s"Crid :,_;/es; ClE!"c:·Gmir;cf9C!::: 44:o tcit",:ii'fiCClm{ri~. R·;;i::: 4i0 · HycJro;:o,c,e Number ( 1-5 w:th SLi., Zor:e Betcvv -use as rnany '.tololes as necessary lo co:-optete all hydr.ozcr:es) 47.0 0.5 0 J J 0.70 0 ( .......... , ............ ,.... --- D.] ::: v,V/ -Very ~(}\;'j lVater Use Piar,k :03::: ;_-./,< iJ~'N Wai er use fiGr1tS. :c,s::: t,W-i -i'/;Odi2:rata V✓nte Uss 47.0 47.0 o.s 0 0 0 0 0 0 n ., 0.80 0.7C 0]0 0.8 0 0 0 0 142,706 4,158,453 ,._.., i::-!nigaion Ef"ic!enc.y ,.Spray::: .55 ,_ .. ... ... .. :Bubble-r= .75 .. Aoif!Sf&nt 1~·-ma-;··;e·us.~--if·;,;_;ppo·rted'·s;-···· -d.oc1..;rn-er:tcto..'1 s,~,b\ed io cppr:;vc: iY.i th9 C:11~, MAXIMUM APPLIED WATER USE { MAWA) colcv!ailo.n: MAWA ................................................ : .•......................................... """%:-'.":.:· \1,A.V-J .A.= {ETc} x \0. 62) X l f0.45 x U'•.} + (0.55 :x. SL..t9} . 142,706 142.,706 :~?I~~~,,~;; Teto! Londsca_.pe Nea rota!SLA LANDSCAPE PLANTING -GENERAL NOTES 1. 2 3. 4 5. 6. 7. 8. 9. 10. 11 12. 13. 14. A COMBINATION OF TREES, SHRUBS, ORNAMENTAL GRASSES, VINES, GROUNDOVERS, AND TURF WILL BE INCORPORATED TO COMPLY WITH AND COMPLIMENT THE CHARACTER AND INTENT OF THE CARLSBAD OAKS NORTH -BUSINESS PARK SPECIFIC PLAN, COMPLIMENT THE ARCHITECTURAL CHARACTER THROUGHOUT THE PROJECT SITE, ENHANCE PEDESTRIAN AND VEHICULAR CIRCULATION, FACILITATE THE APPROPRIATE PROJECT PROGRAM ELEMENTS. AND RESPECT THE EXISTING LANDSCAPE. THE PLANTINGS SHALL PROVIDE A YEAR-ROUND AESTHETICALLY PLEASING EXPERIENCE. THE USE OF DROUGHT-TOLERANT PLANTS WILL BE UTILIZED AS MUCH AS PRACTICAL IN AN EFFORT TO CONSERVE WATER AND PROVIDE A SUSTAINABLE, LOW MAINTENANCE LANDSCAPE. SAFETY FOR THE USERS, AND MAINTENANCE PERSONNEL, AND THE GENERAL PUBLIC WILL BE THE PRIMARY CONSIDERATION FOR ALL PLANTING DESIGN ELEMENTS, POTENTIAL PUBLIC EXPOSURE TO THORNS AND PROXIMITY TO BEE ATTRACTING PLANTINGS WILL BE FACTORS IN THE SELECTION PROCESS. PLANT MATERIALS SHOWN ON THE PLAN ARE APPROPRIATE SUGGESTIONS ONLY FOR THIS STAGE OF DESIGN. PLANT MATERIALS WERE SELECTED FOR THEIR LOW-WATER DEMAND FOR MOST AREAS, FINAL SELECTIONS AND EXACT LOCATIONS FOR THE FINAL PLAN ARE TO BE DETERMINED BY THE LANDSCAPE ARCHITECT AND APPROVED BY THE PLANNING DIRECTOR AT FINAL DESIGN, IN ACCORDANCE WITH THE PERCENTAGES REPRESENTED ON THIS CONCEPT PLAN. THE SITE SHALL BE IRRIGATED WITH A PERMANENT AUTOMATICALLY-CONTROLLED UNDERGROUND IRRIGATION SYSTEM THAT WILL COVER ALL NEWLY INSTALLED VEGETATED AREAS TO SUSTAIN AND PROMOTE HEALTHY GROWTH. THE IRRIGATION DESIGN AND EQUIPMENT SPECIFIED SHALL INCORPORATE PROVEN WATER AND SOIL CONSERVATION METHODS AND PRINCIPLES THAT ARE A CURRENT STANDARD IN THE PROFESSION, SUCH AS (YET NOT ALL INCLUSIVE), AN AUTOMATIC IRRIGATION CONTROLLER WITH MULTIPLE DAILY RUN TIMES AVAILABLE FOR EACH STATION, CONTROLLER DURING RAINY PERIODS, A MASTER CONTROL VALVE AND THE FLOW SENSING DEVICE WITH BREAK PROTECTION FEATURES FOR THE MAINLINE PIPE AND LATERAL LINE PIPE, 'HEAD-TO-HEAD' SPRINKLER LAYOUT TO INCREASE DISTRIBUTION UNIFORMITY (D.U.), MATCHED PRECIPITATION RATE SPRINKLER NOZZLES TO DECREASE THE PROBABILITY OF SURFACE RUNOFF, AND SEPARATE IRRIGATION HYDROZONES (STATIONS GROUPED TOGETHER ACCORDING TO SUN EXPOSURE, TOP AND BOTTOM OF SLOPES, SHRUB AREAS, TURF, AND GROUND COVER AREAS). THE AUTOMATIC CONTROLLER SHALL BE CAPABLE OF IRRIGATING FREQUENTLY FOR RELATIVELY SHORT PERIODS OF TIME DURING EVENING HOURS TO ALLOW FOR DEEP SOIL PENETRATION, IN GENERAL, THE IRRIGATION SYSTEM SHALL BE DESIGNED TO APPLY WATER SLOWIL Y AND UNIFORMLY, IN AN EFFORT TO MINIMIZE SOIL EROSION AND EMPLOY BEST WATER MANAGEMENT PRACTICES FOR WATER CONSERVATION. IRRIGATION SYSTEM SHALL BE DESIGNED FOR THE USE OF RECLAIMED WATER. IRRIGATION SYSTEM DESIGN WILL CONFORM TO THE CITY OF CARLSBAD LANDSCAPE MANUAL AND EQUIPMENT USED WILL CONFORM TO CITY OF CARLSBAD STANDARDS A THREE-INCH (3") DEPTH LAYER OF ORGANIC BARK MULCH SHALL BE SPECIFIED FOR INSTALLATION IN ALL NON-TURF PLANTING AREAS, WHERE ADJACENT TO BACK OF CURBS, THE THICKNESS SHALL TAPER DOWN TO ONE-INCH (1") DEPTH, ROOT BARRIEkS SHALL BE INSTALLED WHEREVER TREES ARE PLANTED WITHIN 5' OF SIDEWALKS OR HARDSCAPE. ALL PROPOSED PLANTING AREAS SHALL INCORPORATE SOIL CONDITIONERS TO HELP INCREASE AND RETAIN SOIL MOISTURE. SOIL TESTS BY AN APPROPRIATELY QUALIFIED LABORATORY SHALL FURTHER INFLUENCE AND DIRECT SOIL AMENDMENT PREPARATIONS AND INSTALLATION TECHNIQUES. STORMWATER AND EROSION CONTROL METHODS TO BE SPECIFIED ON SLOPE AREAS DURING THE PLANTING PROCESS SHALL ASSIST IN BEST MANAGEMENT PRACTICES, IN ORDER TO MINIMIZE SOIL EROSION AND HELP PRESERVE PRECIOUS NATURAL RESOURCES. THIS INCLUDES SUCH ELEMENTS AS (YET NOT ALL INCLUSIVE) THE USE OF FIBER ROLLS, EROSION CONTROL BLANKETS, AND BONDED FIBER MATRIX (BPM) APPLICATIONS. ALL PROPOSED LANDCAPING DEPICTED ON THESE PLANS SHALL BE MAINTAINtcD BY THE OWNER AND THE COMMUNITY MASTER ASSOCIATION. 15. LANDSCAPE AND IRRIGATION MAINTENANCE WILL BE THE OWNER'S RESPONSIBILITY. 16. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE MINIMUM IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM 17. ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTRUCTION DRAWINGS FOR THESE PROPOSED IMPROVEMENTS SHALL SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING TO THE SATISFACTION OF THE CITY. PLANT LEGEND SYMBOL BOTANICAL NAME TREES 0 ARBUTUS 'MARINA' OLEA EUROPEA ••• 'SWAN HILL' TIPUANA TIPU 0 oceeccs ~"""' SHRUBS AND GROUND COVERS □□□□□□□□ □□□□□□□□ □□□□□DOC: ACACIA REDOLENS 'DESERT CARPET' CALLISTEMON 'LITTLE JOHN' CAREX DIVULSA DIANELLA REVOLUTA 'LITTLE REV' FESTUCA MAI REI '\f FICUS PUMILA @ ++•++++ +++++++ ;-;-. ;-;-. ;-... + + + + + + +++++++ 0 HESPERALOE PARVIFLORA HETEROMELES ARBUTIFOLIA KNIPHOFIA UVARIA LANTANA 'NEW GOLD' LOMANDRA LONGIFOLIA 'BREEZE' MISCANTHUS S. 'MORNING LIGHT' MUHLENBERGIA RIGENS ROSMARINUS 0. 'PROSTRATUS' BIO-RETENTION AREAS i:I!:/'/!I/I::::::;;::1 1 ·.·.· .·.·. ·.·.·.·.·.· j . .... ' ....... . ............... .............. . .. ·--.. ··-.... CAREX SUB FUSCA JUNCUS PATEN$ • \NIUCOLS FOR REGION 3 ---------- COMMON NAME MARINA STRAWIBERRY TREE FRUITLESS OLIVE TIPU TREE COAST LIVE OAK PROSTRATE ACACIA DWARF BOTTLE BRUSH BERKELEY SEDGE LITTLE REV FLAX LILY ATLAS FESCUE CREEPING FIG RED YUCCA TOYON RED HOT POKER NEW GOLD LANTANA DWARF MAT RUSH JAPANESE SILVER GRASS DEER GRASS PROSTRATE ROSEMARY RUSTY SEDGE CALIFORNIA GRAY RUSH SIZE/ SPACING 24" BOX 24" BOX 24" BOX 24" BOX 1 GAL./ 48" O.C. 5 GAL./ 30"O.C. 1 GAL./ 24" O.C. 1 GAL/ 24" O.C. 1 GAL./ 24"O.C. 5 GAL./ 36" O.C 5 GAL./ 36" o.c. 5 GAL./ 5' O.C. 5 GAL./ 36"O.C. 5 GAL./ 36"O.C. 1 GAL/ 24"O.C. 5 GAL./ 42" O.C. 1 GAL./ 36" o.c. FLATS/ 12" O.C. 1 GAL./ 18" o.c. 1 GAL./ 24"O.C. COMMENTS SMALL CANOPY TREE SPECIMEN TREE EVERGREEN CANOPY EVERGREEN CANOPY LOW GROUNDCOVER MIDGROUND ORNAMENTAL GRASS MIDGROUND ORNAMENTAL GRASS VINE UPRIGHT ACCENT LARGE SHRUB UPRIGHT ACCENT FLOWERING LOW SHRUB ORNAMENTAL GRASS ORNAMENTAL GRASS ORNAMENTAL GRASS EVERGREEN GROUNDCOVER ORNAMENTAL GRASS ORNAMENTAL GRASS WUCOLS• LOW LOW LOW VERY LOW VERY LOW LOW LOW LOW LOW MOD VERY LOW LOW LOW VERY LOW LOW MOD LOW VERY LOW LOW LOW QUANTITY 13 14 16 21 538 224 189 560 340 5 100 34 73 719 277 171 146 PER PLAN 2,213 1,152 SDP 16-16 EXISTING TREE LEGEND SYMBOL 0 ® 0 BOTANICAL/ COMMON NAME EUCALYPTUS FICIFOLIA / RED FLOWERING GUM KOELREUTERIA PANICULATA / GOLDEN RAIN TREE PINUS HALEPENSIS / ALEPPO PINE 0 QUERCUSAGRIFOLIA/ CALIFORNIA LIVE OAK NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE REMOVED. EXISTING SHRUBS AND GROUNDCOVERS: ..... ·;._,•,•.-·.·7 ACACIA REDOLENS / PROSTRATE ACACIA ;~:>~~ BACCHARIS Pl LU LARIS/ COYOTE BRUSH i".'.""'.X, cc}>)>,1 DODONAEA VISCOSA / HOPSEED BUSH ':':::'/'/pc;; k'<''",1 ECHIUM CANDI CANS/ PRIDE OF MADEIRA (/.'' ..,__,_ :-(·'-\::,'.1 ~¾¾<d MYOPORUM PARVIFOLIUM / MYOPORUM ,,';,}):,>':s;;A PLUMBAGO ACULATA/ CAPE PLUMBAGO r>>S,,~1 ROSMARIN US SPP. / ROSEMARY /_ .. , ..... .,.., ,, ... /J PLANT LEGEND & NOTES 8841 RESEARCH DR SUITE 200 IRVINE·CA 92618 949,387,1323 RIDGELA.COM SmithCcnsuiting Architects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793,4777 858.793,4787 Fax www.sca-sd.com i:i2015 Smith Consulting Architects t). E·V-EJ_ ~'PM ENT I-... z I- 0 w -I a: :i w I- a.. z w 0 0 z cC ..J 0 0 I-w cC 0 > > 0 cC z m w z 0 -I C 0 a: :i,i: cC cC 0 w 0 w 0 -cC m C 0 <C -I a: m cC 0 Revision Dates Issue Dates Planning Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date Check By Drawn By Scale Job Number Sheet Number L2.1 11-11-16 RI.A RI.A SEEPI.AN 15060.SOI WATER CONSERVATION NOTES THE FOLLOWING WATER CONSERVATIN TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT: A. WATER CONSERVING PLANTS AND PLANTS NATIVE TO HOT. DRY SUMMERS TO BE UTILIZED IN 75% OF THE TOTAL PLANTED AREA. B. USE OF HYDROZONES \/\i1TH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. C. MULCH 3/4" -1" SIZE UTILIZED IN THE LANDSCAPE; 3" DEPTH MINIMUM. D. SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL. E. AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 10:00 P.M AND 6:00 AM. F. IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS OF THE LANDSCAPE BASED ON WATERING NEED. G. IRRIGATION DESIGN SENSITIVE TO SLOPE FACTORS. H. RAIN SENSORS USED IN CONJUNCTION WITH THE AUTOMATIC IRRIGATION SYSTEM. I. RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. J. LANDSCAPE WATER USE CERTIFICATION WITH SUPPORTING DATA IN COMPLIANCE WITH STATE OF CALIFORNIA WATER EFFICIENCY ORDINANCE FOR APPROVAL SHALL BE SUBMITTED WITH LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL TO THE CITY. K. AN AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED WITH ALL EQUIPMENT SUITABLE FOR THE USE OF RECLAIMED WATER AND HEALTH DEPARTMENT REQUIREMENTS RELATIVE TO RECLAIMED USE WILL APPLY TO THE PROJECT. L. ONLY LOW VOLUME OR SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. ,~ ... • ' ' \ -. D (/) \ -t?,- \ ·---··-~-·------------~ ..• I ' I --~ ' I I . I I I I -t --t-:;:=j-_j__ t J__ ...!..__ :I ' & 1 1 i I i 1, (I) ' I I ~ => I ,1 r ! 00 , I I 12:j I I ®' I LEGEND SYMBOL -------------------------. -----·-- DESCRIPTION ZONE 2 -REFINED LANDSCAPE PROPOSED BUILDING ® ~I I I I I I '· I I I I I I I I I I I ' ' .~ .. ' ' I I D, CRITERIA Zone 2 should have an unmanicured appearance, not unkept, but rather a landscape designed to require less Intensive types of maintenance such as mowing. pruning, fertilizing, and watering. Plant material whose appearance ls not dependent on heavy watering and maintenance care It stresses continually low maintenance by designed plant combinations with matched growth requirements. This zone's water requirement for a mature landscape 1s estimated between 1 O" and 30" of supplemental irrigation water annually. --- ..... ~-- 1 I I 25' X 25' SI DISTANCE TRIANGLE ~ -~ . ~- ~~ -.~ SDP 16-16 WATER MANAGEMENT PLAN 0 15 30 60 90 8£41 RESEARCH DR SUITE200 IRVIWE • 0 92618 949.387.1323 RIDGELA.COM Smithe ,_A,,,,. .. '..i>) Architects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858.793.4787 Fax www.sca-sd.com ©2015 Smith Consulting Architects $ADIEE I-.... z I- 0 w ...I a: :!!: w I-z a.. w 0 0 z <( ...II 0 0 I-w <( 0 > > 0 <( z CD w z en ...I C en a: X: <( <( 0 w 0 w C <( -CD C en < ...I a: m <( 0 Revision Dates 6DF 2ND 6U13MITT Al- 6.II.IG Issue Dates Planning 1-8-IG Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date Check By Drawn By Scale Job Number Sheet Number L3.1 8-11-16 RI.A RI.A SEE PLAN 15060.SOI ' 0 . \ . I I \' i \ ··--·--- \: / / / . .,.l / / / .1 / / I ! / I I J / I I I I -~ ' -. I / / \ / I I \ I I l / \ \ \ \ ! I I l ' I \ .} I I I • \ I \ \ ' I \ \ ' \ I \ \ I \ \ \ ' \ I coDR1 I I I I • I I \ \ \ \ \ I I PROPO~ED \ \ \ BUILDl~G I \ \ \ \ \ \ \ \ \ \ ' ! ! ' \ ' \ I I \ \ \ l \ I \ \ \ \ I I \ \ \ \ I ' \ I \ \ --------- / I l l f .f l ~\ \ \ \ 1 \ I \ \ ' \ \ \ \ I \ ------ / I / / ------ I I I I / --.' ----------------- ~-- _,/ j ; / •. / ,,/ j \ \ \ \ \ \ \ \ 1 \ I \ I ~-'/ I // \ \ \ / \ I f i I J f ' RECYCLED WATER USE SYMBOL DESCRIPTION RECYCLED WATER USE -ALL AREAS TO BE IRRIGATED WITH RECYCLED WATER. TOTAL DEVELOPED SITE AREA TOTAL LANDSCAPED AREA TOTAL AREA IRRIGATED WITH RECYCLED WATER 260,547 S.F. 142,706 S.F. / /' 0 15 30 SDP 16-16 - WATER AREA USE MAP 60 90 8841 RESEARCH DR SUITE 200 IRVINE• CA 92618 949.387.1323 RIDGHA.COM SmithConsulting Architects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858,793.4787 Fax www.sca-sci.com e201s Smith Consulting Architects OE.VELQ'F'.ME'NT ..... .... z I- 0 w ..I a:c :& w I- CL z w 0 0 z < .J 0 0 -I-w < 0 > > 0 < z m w z a.> ..I Q a.> a:c lil=: < < 0 w 0 w 0 -< m Q a.> C ..I a:c m < 0 Revision Dates 6 6 6 6 6 Issue Dates Planning Design Development Plan Check Bid Set Permit Set Construction Set • • Drawing Date 8-11-16 Check By Drawn By Scale Job Number 15060901 Sheet Number L4.1 ) , \ ..• ·~--.. --------------·· ---·-·--·---·------- PROPOSED BUILDING ,--~ I I I I .. · .. · .. · · UR1 •. Q\J co .. c~R\6;_~ ·.·•.~· LANDSCAPE MAINTENANCE RESPONSIBILITIES 1. 2. 3. ALL LANDSCAPED AREAS DEPICTED ON THESE PLANS SHALL BE MAINTAINED BY EITHER THE PROPERTY OWNER THROUGH A PRIVATE CONTRACT WITH A QUALIFIED MAINTENANCE CONTRACTOR. MAINTENANCE OF EXISTING LANDSCAPE AND NEW LANDSCAPE WITHIN THE LANDSCAPE EASEMENT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. ALL EXISTING LANDSCAPE AREAS TO REMAIN THAT ARE DAMAGED BY CONSTRUCTION SHALL BE REPAIRED/REPLACE IN KIND. MAINTAINED BY PROPERTY OWNER -------------------------- / II w SDP 16-16 ·, ' ' '\<.< < .' /,! •·····•••••·•••Y . ."-·iF'ROPERTY . ".' ..... . ·.:> \\, 1.1NE ', ··><<. '• · ••. ' ' ' •. · .. ' LANDSCAPE MAINTENANCE PLAN 0 15 30 ----.----·----------------· 60 90 8841 RESEARCH DR SUITE 200 IRVINE· (A 92618 949.387.1323 RIDGELA.COM Smith'..: •. ,;-:. i: : ,,;; Architects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858.793.4787 Fax www.sca-sci.com ©2015 Smith Consulting Architects B A D l E I-.... z I- 0 w ...I a: :E w I-z D.. w 0 0 z <( ,.J 0 0 I-w <( 0 > > 0 <( z m w z en ...I C en a: ~ <( <( 0 w 0 w 0 -<( m C en <( ...I a: m <( 0 Revision Dates 5DF 2ND 5\JSMITT AL 8JU6 Issue Dates Planning 1-8-16 Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date Check By Drawn By Scale Job Number Sheet Number L5.1 8-11-16 RLA RLA SEE PLAN 15060.SOI 14'1-!IPTAIL LOOP C/L I I I ' I ' I EXISTING TREE: KOELREUTERIA PANICULATA APPROX. HEIGHT: 15'-20' EXISTING PARKWAY LANDSCAPE SECTION: A-A EXISTING TREE: PINUS HALEPENSIS APPROX. HEIGHT: 15'-20' P/L d EXISTING SHRUBS: ACACIA REDOLENS MAINTAINED HEIGHT: 48" EXISTING LOW GROUNDCOVER EXISTING MED. HT. SHRUBS --··--···- NEW PLANTING AREA PROPOSED RETAINING WALL NEW SHRUBS: HETEROMEL£S ARBUTIFOLIA GROWTH HEIGHT: 6' NEW SHRUBS: ACACIA REDOLENS 'DESERT CARPET' GROWTH HEIGHT: 24" SDP 16-16 SCALE: 1 /8 11 1 '-0" LANDSCAPE SECTIONS 8841 RESEARCH DR SUITE 20.0 IRVINE· CA 92618 949.387.1323 RIDGHA.COM SmithCcnsuiting Architects 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 858.793.4787 Fax www.sca-sd.com li:>2015 Smith Consulting Architects DEVELOPMENT I- z w :E a.. 0 ...J w > w C w w -C <C m Revision Dates Issue Dates Planning st I- 0 ..I a: w I-z w 0 z < 0 0 I-< 0 > 0 < z m z Cl) ...! Cl) a: :ii:: < < 0 0 C < m ti) ...! a: < 0 Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date Check By Drawn By Scale Job Number Sheet Number L6.1 8-11-16 RI.A RI.A SEEPI.AN 15060.9>1 -------------------------