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HomeMy WebLinkAboutCDP 15-17; 6125 PASEO DEL NORTE; Planning CommissionPROJECT DESCRIPTION RE-MODEL ANO EXPAND EXISTING BUILDING Wl1H MEO/CAL OFFICE ANO RELATED USES. RE-STRIPE EXISTING PARKING TO ACCOMMOOA TE 59 PARKING SPACES Wl1H NEW LANDSCAPE ISLANDS ANO A 24' WIDE DRIVEWAY. LEGAL DESCRIPTION PARCEL 5 OF" PARCEL MAP 6022, IN THE CITY OF" CARLSBAD, COUNTY OF" SAN DIEGO, STA TE OF" CALIF"ORNIA, FILED IN THE OF"FICE OF" THE COUNTY RECORDER OF" SAN DIEGO COUNTY, JUNE 8, 1977 AS INSTRUMENT NO. 77-224223 OF" OF"F"/C/AL RECORDS. SITE ADDRESS 6125 PASEO DEL NORTE CARLSBAD, CA 92011 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AN AERIAL SURVEY BY TERRASCRIBE INC. DA TED DECEMBER 18, 2014, AND A SUPPLEMENTAL FIELD SURVEY CONDUCTED BY HOFMAN PLANNING & ENGINEERING ON FEBRUARY 19, 2015. BASIS OF BEARINGS THE BASIS OF BEARINGS F"OR THIS SURVEY 15 THE CALIFORNIA COORDINATE SYSTEM ZONE 6 EPOCH 1991.35 GRID BEARING BETWEEN CITY OF CARLSBAD SURVEY CONTROL STATIONS DES/GNA TED 'CLSB-051' AND 'CLSB-138' PER RECORD OF SURVEY NO. 17271. IE N 43"52'08" W PROJECT LOCATION THIS PROJECT 15 LOCATED WITHIN ASSESSORS PARCEL NUMBER, APN 211-040-25 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT 15 N 623 E 1988 ZONING R-P GENERAL PLAN: TR/0 QUADRANT: SW SITE ACREAGE: 1.1 Acres. SPECIFIC PLAN: SP 184 SEWER DISTRICT CARLSBAD WATER DISTRICT CARLSBAD (CMWO) SCHOOL DISTRICT: CARLSBAD CARLSBAD, CALIFORNIA COASTAL DEVELOPMENT PERMIT CITY OF OCEANSIDE EXISTING BUILDING FOOTPRINT: CITY OF ENCINITAS 12,000 SF TOTAL BUILDING COVERAGE VICINITY MAP NTS 25% PR. BUILDING FOOTAGE 18,600 SF NOTE: CITY OF CARLSBAD PLANNING COMMISSION Case Name: ~ 11:5' 2!!!~o W, No .. ,lo - Case No~ Cg£ 15-1:l ,. A , Exhibit No.: _ 11 ,.. \ -f " Date: iiJ/1-1/ 1 'S" CDP 15-17 -------- SHEET INDEX 1 CIVIL SHEETS 2 3 4 5 COVER SHEET PRELIMINARY SITE PLAN CONSTRAINT MAP PRELIMINARY SURFACE IMPROVEMENT PLAN WITH SD AND UTILITY PLAN PRELIMINARY STRIPING PLAN ARCHITECTURAL SHEETS: A 2-1 FIRST FLOOR PLAN A 2-1.1 FIRST FLOOR DEMO PLAN A 2-1.2 DEMO PLAN-3D VIEWS A 2-2 SECOND FLOOR PLAN A 2-3 THIRD FLOOR PLAN A 2-4 ROOF PLAN A 3-1 EXTERIOR ELEVATION NORTH A 3-2 EXTERIOR [LEVA TION -SOUTH A 4-1 PARKING CAL GULA TIONS LANDSCAPE SHEETS: L 1. 0 TITLE SHEET L 1.1 PLANTING PLAN . '2 L,. PLANTING LEGEND ·; ~ ~ LI .. ....,, WATER CONSERVATION PLAN BENCHMARK # OF STORIES: 3 THIS SPECIFIC PLAN REQUIRES THAT A MINIMUM OF 75% Of" EACH BUILDING SHALL BE LANDSCAPED. U.38 WATER CONSERVATION LEGEND THE BENCHMARK 15 CARLSBAD SURVEY CONTROL STATION DESIGNATED 'CLSB-051' PER RECORD OF" SURVEY NO. 17271, WELL MONUMENT AT THE END OF CURVE OF" CAMINO DEL PARQUE, 220' SOUTH OF THE WESTERLY INTERSECTION WITH PASEO DEL NORTE . ELEVATION 72.171 NGVD29 REFERENCE DRAWINGS DRAWING NO. 164-10 LOWDER LANE IMPROVEMENTS PLAN DRAWING NO. 417-2 PASEO DEL NORTE RECYCLED WATER IMPROVEMENTS PLAN LEGEND EXISTING CL EXISTING EASEMENT EXISTING RIGHT OF" WAY EXISTING LOT LINE {OF"F"SITE) EXISTING BUILDING EXISTING SIDEWALK RAMP EXISTING BRUSH EXISTING TREES EXISTING CONTOUR EXISTING CROSSWALK EXISTING ROAD STRIPING EXISTING FIRE HYDRANT ASSY. EXISTING PUBLIC STREET LIGHT --------- L. -----~ -----53----- 0 * I PROJECT TEAM OWNER APPLICANT 6125 PASEO DEL NORTE, LLC. BSD BUILDERS, INC. SCOTT LEGGETT JEF"F BLAIR 6183 PASEO DEL NORTE 8825 REHCO ROAD SUITE 180 SUITE A 760 494 9201 858 657 9186 scott@surgeryone.com jeff@bsdbuilders.com LANDSCAPE ARCH. SOILS ENGINEER ROOmJ IN PLACE L.A. & CONSUL TING SMS GEOTECHNICAL SOLUTIONS, INC. /LISA GOLDMAN, MLA, RLA 2364 WORDEN STREET SAN DIEGO CA 92107 619 665 8547 igoldmon@rootedinplace.com LIMITS OF" WORK PROPOSED EASEMENT PROPOSED RIGHT OF" WAY PROPOSED PROPERTY LINE PROPOSED LOT LINE EXISTING CONCRETE BROW DITCH EXISTING ELECTRICAL EQUIP. EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING CURB EXISTING CURB & GUTTER MEHDI SHARIAT, PE GEO 1645 SOUTH SANTA F"E ROAD SUITE 208 SAN MARCOS CA 92078 760 761 0799 smsgeosol.inc@gmoil.com -111-- --------- ,----, j 3Jf8 i ~ ---1,/ w --s SD PLANNER CML ENGINEER ARCHITECT HOFMAN PLANNING & ENGINEERING. HOFMAN PLANNING & ENGINEER/NG. FREEMAN WHITE BILL HOFMAN HAIXIN LI, PE JOE JOHNSTON 3156 LIONSHEAD A VE, 3156 L/ONSHEAD A VE, 1230 COLUMBIA STREET SUITE 1 SUITE 1 SUITE 850 CARLSBAD CA 92010 CARLSBAD CA 92010 SAN DIEGO CA 92101 760 692 4011 760 692 4020 760 692 4011 bhofman@tJofmanplanning.com hli<!thofmanplonn in g. com jjohnston @f,---eem an white. com STRUCfURALENGINEER CONSULTANT CONSULTANT AARK ENGINEERING AARON STEELE 1870 CORDELL COURT SUITE 202 EL CAJON CA 92020 619 312 6366 steele@aarken gineering. com PROPOSED SEWER LINE - s PROPOSED F7RE HYDRANT ASSY. PROP. WATER SVC. PROP. SEWER SVC. W/ C.O. PROPOSED WATER LINE PROP. CONTOUR PROPOSED CURB PROPOSED CURB & GUTTER PROPOSED RIBBON GUTTER DRAINAGE DIRECTION W/ SLOPE PROPOSED MASONRY RETAINING WALL. VISITABLE UNIT --0 t -----~@ - s ----® c.o. ---1,J 2.0% 40 ----- '-......_ TW 38.5 TF 33.5 L2.1 TYPE OF SPACE MEDICAL OFFICE BUSINESS OF"FICE WAREHOUSE TOTALS TYPE OF SP A CE MEDICAL OFFICE BUSINESS OFFICE WAREHOUSE GRAND TOTAL TYPE OF SPACE MEDICAL Off/CE BUSINESS OF"FICE WAREHOUSE * SPOT ELEV. 37.56 f"G * FS = FINISHED SURFACE ELEVATION (HARDSCAPE) * FG = FINISHED GRADE ELEVATION (PLANTING OR TURF) * FL = FLOWUNE ELEVATION {DRAINAGE COURSE) * RIM = RIM ELEVATION {STORM DRAIN) * TW = TOP OF WALL ELEVATION {RETAINING WALL) * TF = TOP OF FOOTING OF WALL (RETAINING WALL) * I.E. = INVERT ELEVATION (STORM DRAIN) * TC = TOP OF CURB ELEVATION * CL = CENTER UN£ * EW = EXPOSED HEIGHT OF WALL RECYCLED WATER PLAN USE SUMMARY (SF) 1st FLOOR 2nd F"LOOR 3rd FLOOR TOTAL 3,562 3,190 0 6,752 0 2,116 1,616 3,732 7,286 0 0 7,286 10,848 5,306 1,616 17,770 PHASE 1 PARKING CALCULATIONS AREA (SF) AREA REQUIRED PARKING COUNT 6,752 200 SF" 33.761467 3,732 250 SF" 14.929108 7,286 1,000 SF 7.286099 17,771 55.976674 EXISTING PARKING COUNT~59 AVERAGE DAILY TRAF"FIC TOTAL (SF) 6,752 3,732 7,286 17,770 ADT CALCULA 710N TOTAL AOT 50/1,000 338 20/1,000 SF" 75 5/1,000 SF 36 449 PREUMINARY EARTHWORK: CUT: F7LL: 30 100 Cy. Cy. IMPORT: 70 Cy. NOTE: THESE QUANTITIES ARE PRELIMINARY AND HA VE BEEN CALCULATED BEFORE ANY REMEOIALS, BULKING OR SHRINKING F"ACTORS. C Cd E "I-- 0 I DATE SCALB DAAWNo JOB, 0) .c I.. Cl) Cl) .c 0) C w + 0) .c C C (lj D.... E 0 " °' -~ C C .2 a. C 0 .§: 0 -C " " " " :, C ~~ « 0 -0~8 0 -" « '" .c c.., I :'.! "' 0 "tl-0) '.:i _g ~ C"\l ~ a' ")L<C) -i:, "-..., '-' ~ 1-w w " I 0 ..., I "' 0 a.: Cj ... "' 0 0, ~ uj cj a:: :::; :a: "" « :J:: _JI 500 oa: w > 0 0 'VJ/'Zl/2015 NTS hf~e;n PASEO DEL NOffiE DRAWING NO. 1 SHEET 1 OF5 CDP 2nd SUBMITTAL 2015-1021 PRELIMINARY-NOT FOR CONSTRUCTION ----_____________ ,,_ ·-------- ------···------- (D N .. ~ u) 0 N ......_ n ......_ 0 O"' " u ~ Q) Q) JC "' L Q) > 0 u ~ 0 o_ 0 u 0 w Cfl <( o_ / Q) u L 0 o_ > CJ 0 o_ 0 u / "' ~ Q) "' I C 0 CL / O"' C " 0 L u / a, C "ii L 0 [L CJ ~ L 0 z rn u 0 Q) m 0 o_ / m ~ u rn ·o L o_ O"' C ·c CJ CJ C en C w / 2 ----------------~------~--- --' ---__ _J ___ -------- ------------------·· ------_______________ ,, _____ ------ ---,. ---·---·----·---------------- --~:~~~;;1: --.. -·s---,J \• ,- <"1, !-; I i ' ., '----------, I ,..-"1 l~l ·-.., '<;;;:.: ---___ l_ • ,-·---~ -- i i !i 'i •• EX. BUILDING /! ,- (i. __ i I 1 ---~--~-~="' i--' ""°"-·-c:c=""';::::;i__, --- ---- ' i I I ... _ ---------- -----···---- ·,,.:_,j· CL 15+0·0 I ' c ---------------·t- i PASEO DEL NORTE 15+50 I- ------------------------------ ------- o---'i.:> -' -~!_ __ _ '--: . ........J_ ' NEW CONCRETE SMIR S ,r=-='f~===< ) RETAINING '. "J'1,, WALL TO '· - RTEMAIN. ~f.X. PAVf.Mf.NT~ 0 To REMAIN ': 1 '\_ LC) to ---. ·------ ~---------- ··-~- -------------------------· -_--_ -_···_--=-.-.. =-----_-__ -_-_-_--_-------_-__ -_-----=---==--===---=------=-----__ -_ --- ---------·--·-· ----------- 16+00 16+50 -1------1 - ·--. ' ' ' I __ ___, ·-- 0 G. "' ' 9.a· ~a.oN,G :i TYP ·-----~ ' ' --r'-'f----__________L'"'",,.,',. ____ _ -------~ ----- j / '·· \ \ \ \ \ \ 17+00 -I -----------· \ \ \ \ \ \ ... --17+50 . "~-"-?···-· ------------g~~ -------------------- 238.66' OPEN SPA Cf. CL 18+00 --+ -------- 78+50 ·--------------------------- ::_ _____ ··------------··-·-------------·· ----·-,,-"-_ ~-:i,:,: (_ to to to n n ····----------------------------------- LEGEND: I: : : : ; : : : : : : : : I Nf.W LANDSCAPE ARf.A IL.'j::c' C'L.C-'-"-'."-=~'I Nf.W AC PA Vf.MENT c..f --·~· -~'I Nf.W PC CONCRETE PAVEMENT OR SIDEWALK '"'""'"""'"'-"""\J 7' WIDE PLANTING STRIP Nf.XT TO BUILDING. SEf. LANDSCAPE PLAN • TRf.f. GRATE, Sf.f. LANDSCAPE PLAN Wd Nf.W TRASH BIN f.NCLOSURf. I_><' • I CARPORT WITH SOLAR PANEL ON TOP 0 10 20 40 80 SCALE '" ~ 20' REVISIONS, C ro E "1-- 0 I z <( _J c... w I--(/) g i DATE SCAL6 DRAWNa Joe, w Cl) z a: ow >-0 a: :::::! w :::, 0 CD a: 0 :::, Cl) cn CD -~ L... m C: 'o, C: w + g, . C: C: c(j ll. _J w 0 (C <( c... 0 w a_ 0 _J w > w 0 w z 0 _J <( 0 z <( I- (/) 10/21/2015 1·-20· hli/ejm PASEO DEL NORTE DRAWNGNO. 2 SHEET 2 OF5 r.np ?nrl C:::l!RMITTAI ?n1~-1f'l?1 PRl="l l~A!f\l.ti..RY-NnT i=-nR r.nr-..1C::TRllr.T1nr-..1 Ul 0 N '-.._ n '-.._ 0 ry " " z s Q_ '.Ll (/) N 0 Q_ 0 u 0 CJ (/) < Q_ / " u L D D. C 0 0. / ry C " G L " / D' C :ii L C 0. " L 0 z \ I / i Lf; .-- ·-- \ l \ ---- \ ·~;;~ '"" EASEMENT NOTES ~ 10' [AS[M[NT TO TH[ CITY OF CARLSBAD RECORDED D[C[MB[R 5, 1968, FIL[/PAG[ NO. 213327. ~ 10' GENERAL UTILITY AND ACCESS EASEMENT TO TH[ CITY OF CARLSBAD RECORDED OCTOBER 25, 1974, FILE/PAGE NO. 74-284932. ~ 10' SEWER EASEMENT TO BUENA SAN/TAT/ON DISTRICT RECORDED JULY 14, 1964, F'ILE/PAGE NO. 126860. L[1 10' GENERAL UTILITY ANO ACCESS [AS[MENT TO THE CITY OF CARLSBAD RECORDED OCTOBER 25, 1974, F'ILE/PAGE NO. 74-284933 fD, 15' WATER EASEMENT TO TH[ CITY OF CARLSBAD DEDICATED ON PARCEL MAP NO. 6022. £ 55' ORA/NAG[ EAS[M[NT TO THE CITY OF CARLSBAD OED/CA TED ON PARCEL MAP NO. 6022. f0, 35' X 70' DRAINAGE EASEMENT TO TH[ CITY OF CARLSBAD OED/CA TED ON PARCEL MAO NO. 6022. MONUMENT NOTES G) FOUND 3/4" IRON PIP[ WITH DISC STAMPED 'LS 3189, ACCEPTED AS RIGHT OF WAY POINT OF CURVA TUR[. (g) FOUND 1/2" SQUARE PIN, ACCEPTED AS POINT ON LOT CORNER. Q) FOUND 3/4" IRON PIP[ OP[N, ACCEPTED AS POINT ON LOT LIN[ ANO 0.17' WESTERLY OF RIGHT OF WAY. @ FOUND 3/4" IRON PIPE OPEN, ACCEPTED AS POINT ON LOT LINE AND 0.09' EASTERLY OF RIGHT OF WAY. @ FOUND 2" IRON PIPE OPEN, 0.55' WESTERLY OF' RIGHT OF WAY. @ FOUND 2" IRON PIPE WITH DISC ILLEGIBLE, 0.21' EASTERLY OF RIGHT OF WAY. @ ® @ ® FOUND 2" IRON PIP[ W1TH DISC STAMPED 'LS 3189, ACCEPTED AS POINT FREEWAY RICH T OF WAY. FOUND 1" IRON PIP[ WITH DISC STAMPED 'DIV HWYS', ACCEPTED AS ANGLE POINT F'REEWA Y RIGHT OF WAY. FOUND 3/4" IRON PIPE WITH DISC STAMPED 'LS 3189', ACCEPTED AS POINT ON LOT LIN[ AND 0.15' W[STERL Y OF' F'REEWA Y RIGHT OF WAY. FOUND 2" IRON PIPE WITH DISC STAMPED 'LS 3189', ACCEPTED AS ANGLE POINT F'REEWA Y RIGHT OF WAY. FOUND 3/4" IRON PIPE WITH DISC STAMPED 'LS 3189', ACCEPTED AS LOT CORNER. SURVEYOR'S NOTES 0 INDICATES FOUND MONUMENT AS NOTED (SEE MONUMENT NOTES) A,. IND/CA TES FOUND STREET SURVEY MONUMENT STAMPED 'LS 3189. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM ZONE 6 [POCH 1991.35 GRID BEARING BETWEEN CITY OF CARLSBAD SURVEY CONTROL STA T/ONS DESIGNATED 'CLSB-051' AND 'CLSB-138' PER RECORD OF SURVEY NO. 17271. I.[. N 43"52'08" W BENCHMARK THE BENCHMARK JS CARLSBAD SURVEY CONTROL STATION DESIGNATED 'CLSB-051' PER RECORD OF SURVEY NO. 17271, WELL MONUMENT AT THE ENO OF CURVE OF CAMINO DEL PARQU[, 220' SOUTH OF THE WESTERLY INTERSECTION WITH PASEO DEL NORTE . ELEVATION 72.171 NGVD29 HMP 6125 PASEO DEL NORTE PARCEL CURRENTLY JS NOT AFFECTED BY HMP HAROUN[ DELINEATION 0 '20· SCALE 1" = 30' REVISION5' C a, E ...... 0 I DATE SCALB DRAWN• JOB, g, "i: Cl) Cl) C 0) C w + 0) C ·c C as il... DRAWING NO. w en z a: ow >-0 a: d w :::> c.,m a: 0 => en en m (I) 1-z -<! a: ~ z 0 0 " I g I <O a ~ 10/21/2015 1·-20· hli/ejm PASEO DEL NQl{!E 3 SHEET 3 OF5 CDP 2nd SUBMITTAL 2015-1021 PRELIMINARY-NOT FOR CONSTRUCTION ITT 0 N " n " 0 [L c:i u 0 w :2 c_ / Q) u L 0 [L > CJ Cl [)_ c:i u / en ~ CJ en I C 0 0. / O' C " 0 L D / '" C c,: L 0 0. (I) ~ L 0 z (I) " 0 (l) en 0 CL / u, -u (I) 0 L c_ -------- C-. ---------- £X. BUILDING n / ! I / I ___ ( ' \ ---------·---·-------------------------------------- 0 0 Oo \ \.--- \- \ ' / I \ \_ \ \___. \ \ \ \ \ \ :-- \ \ ' ~- ' \ ,_ I\ -- I \ \j I\ I I I I I I I I I I I I I I I I I I I I I ' ! \/ 1-7-:-/ -/ /:' I / / \ \_ / \ :-, '--...,.i) C'i,,i CONSTRUCTION NOTES: (i) EXISTING RETAINING VALL TO REMAIN, PROTECT IN PLACE (i) NEW RETAINING WALL (MAX. HEIGHT 36") G) PROPOSED 6" CURB PER SORSD G-1 0 PROPOSED O" CURB PER SORSD G-1 ® EXISTING SIDEWALK TO REMAIN, PROTECT IN PLACE 0 EXISTING CURB TO REMAIN, PROTECT IN PLACE (j) FH ASSEMBLY PER CMWD W-12 AND 10' WATER EASEMENT PER DWG NO. 486-5 0 EX. ELECTRIC METER TO REMAIN, PROTECT IN PLACE ® CONNECT TO EXISTING CURB @ NEW CONCRETE STAIRS @ CONSTRUCT 24' DRIVEWAY @EXISTING SDMH TO REMAIN, PROTECT IN PLACE @) EXISTING GA TE VAL VE TO REMAIN, PROTECT IN PLACE @ PROPOSED PEDESTRIAN CROSSING STRIPING @ PROPOSED CONCRETE SIDEWALK @PROPOSED TRASH BIN ENCLOSURE PER GS-16 @EXISTING UTILITY VAULT/MH & TRANSFORMER TO REMAIN, PROTECT IN PLACE @EXISTING SSMH TO REMAIN, PROTECT IN PLACE @ PATCH & SLURRY SEAL @ EXISTING FH TO REMAIN, PROTECT IN PLACE @ EXISTING LIGHT TO REMAIN, PROTECT IN PLACE @1 1/2" PCC PAVEMENT OVER 6" AB -. @4" AC PAVEMENT OVER 5" AB PER GS-1 & GS-17 @ NEW LANDSCAPE AREA liv,> ,>-·-,c. i::<:;I I ............ · 1 ....... " .... . ¥ > K • > X @ EXISTING LANDSCAPE TO REMAIN, PROTECT IN PLACE @ EXISTING FIRE SERVICE TO REMAIN, PROTECT IN PLACE @ EXISTING GAS METER TO REMAIN, PROTECT IN PLACE @ EXISTING SD UNDERDRAIN TO REMAIN, PROTECT IN PLACE @EXISTING FH ASSEMBLY TO REMAIN, PROTECT IN PLACE ® EXISTING ITEM TO REMAIN, PROTECT IN PLACE @ EXISTING ITEM TO BE REMOVED AND /OR RELOCATED ® PROP. 6" PVC WATER PER DWG. NO. 486-5 @ EXISTING GA TE VAL VE TO REMAIN, PROTECT IN PLACE @NOT USED @ PROPOSED 1f" WATER METER & 2" BACKFLOW PREVENTER PER ORA 'MNG NO. 486-5 @ EXISTING DRAIN OU7LE TO REMAIN, PROTECT IN PLACE ® EXISTING GRATED INLET TO REMAIN, PROTECT IN PLACE @ PROPOSED B" A TR/UM DRAIN @Ex. 1" WATER METER TO BE REMOVED, CAP EX. 1" PIPE AND ABANDON IN PLACE PER DWG. NO. 486-5 @1f' /RR/GA TION METER & 2" BACKFLOW PREVENTER PER ORA WING NO. 486-5. SEE LANDSCAPE PLAN FOR ON-SITE /RR/GA TION ® EX. SSCO TO REMAIN, PROTECT IN PLACE @ EX. SD PIPE TO BE ABANDONED IN PLACE @ EXISTING WALL TO BE REMOVED @ EXISTING CURB TO BE REMOVED ,@ EXISTING CONCRETE TO BE REMOVED @ EXISTING AREA DRAIN TO BE REMOVED, CUT & PLUG EXISTING PIPE @ PROVIDE 3' RIBBON GUTTER @ PROVIDE J' CURB OPENING @ PROPOSED 6" PVC STORM DRAIN @ CONNECT TO ROOF DRAIN GENERAL NOTES: 1. EXISTING UTILITIES ARE BASED ON DRAWING NUMBERS 164-10 & 417-2. EXACT ALIGNMENT ANO DEPTH OF UTILITIES WILL BE DETERMINED BY UNDERGROUND INVEST/GA TIONS PRIOR TO CONSTRUCTION. 2. EXACT PLACEMENT OF LIGHT STANDARDS AND OTHER SIGN FIXTURES JS SUBJECT TO A DETAILED LIGHTING PLAN THAT SHALL BE APPROVED PRIOR TO ISSUANCE OF A BUILDING PERMIT OR GRADING PERM/ T, WHICHEVER OCCURS FIRST. 3. FIRE SPRINKLER SYSTEMS ARE REQUIRED. FIRE SPRINKLERS ARE TO BE DESIGNED TO NFPA 13 STANDARDS BY FIRE SPRINKLER CONSULTANT. 4. SEE SHEET 5 FOR STRIPING NOTE. 0 1 o· 20' 40' SCALE 1" = 20' REV1SION5' ~~ ~o z ,~ W 00 z a: ow ~o >-0 a: ..J ~@ w ::::, c,lll a::o ::::, 00 00 Ill ~~ i~ ~ ~~ ~ 0 ' u \0 C Cd E 0) C I,.. Cl) ~ ·-0) C w ....... + 0) C ·c C m 0 I n.. I I-w-0~ <( z LL <( (I) a: ....J :) a.. w oo i--E >-z ....J a: w - <(~s ~WO ~>z ::J ~ <( 1!l ~ a.. 0 i= a.. ~ (I) ~ i ~ DATE 10/21/2015 SCAL8 1·-20· DRAWN, h&/ejn JOB, PASEO DEL NORTE DRAWING NO. 4 SI-EET 4 OFS CDP 2nd SUBMITTAL 2015-1021 PRELIMINARY-NOT FOR CONSTRUCTION ,n 0 N " "' " 0 en 3 u ~ F :::, 0 (/) [l_ 0 0 0 w :2 [l_ / (l) u L 0 [l_ > (l) 0 [l_ 0 0 / m ~ (l) m I C 0 o_ / D' C 3 0 L u / en C _y L 0 o_ (l) t:' 0 z (l) u 0 (l) m 0 [l_ / ~ -~ u (l) ·a L [l_ "' C L (l) (l) C D' C w / 2 __,_ _,..J ----------------------' -iJ ----------------------+---- -------------------------c-------- 13+50 +--14+00 !~ I- -------------------------------------- r----------------· --·--------- ' -----------li<~-w-""~-' ~---""-T-------· -------. --------0 ' I;-. ·1 ' t.._ __ / --- '' _i :-\7 ;------7 I I . ---------- I <'_-r- l I I--· L_ ____ _ : / ·.'----" !l J I ./ _I I ,/ / ' !~ ' ' i i / c I -j i ~. i ! -- t;£: ----- ----- J,(f50 r. C ' ----·---c~ _Q ____ v· n.! ~:.....: --- ---------~ +00 I I- - -/~)_ 75+50 ------------16+00'--w· -1------ --------- 16+50 17+00 -I --------I 7+50 -------------------------------------------------------- P ASEO DEL NORTE -. I / -1-j--~~ ~) --------------~·~¥~·~------------~~---------------'~-~-~-- -----a ---- ~ \,£_/ 18+00_____ ---18+50 --+ -.----:_:::_:::_:__ _________________________ ----; ----------------------- '\,-- ----------- L)~-1._i,M --------,., , ...... -----r--,' // ----\\ ---I 1, / I I I~\-• ....._ -- ---------- ~-~-- I I I I ~: "' I : "' I \ ~I I El I I\:;,,=""""" I I I I I @ VAN G- I I ---- \ \ ·""' t.) \ \ \ \ \ \ \ \ ,, \ \ ,,. /\ {;:~: "-.$!,,.i ----··--· ----·· ---- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I STRIPING CONSTRUCTION NOTES: @ @ ® ® @ @) @) INSTALL 4" WHITE STRIPE INSTALL 4" BLUE STRIP[ CHEVRON INSTALL ACCESSIBLE SYMBOL PER SDRSD M-29 INSTALL "NO PARKING" LETTERING INSTALL "COMPACT" LETTERING REM0\1£ £XIS77NG PA V£M£NT MARKER, LEGEND, OR LIMIT LIN£ BY GRINDING OR SANDBLASTING INSTALL "COMPACT CAR ONL y" SIGN SEE STRIPING GENERAL NOTES ON SHEET 4 GENERAL NOTES: 1. EXISTING UTILITIES ARE BASED ON DRAWING NUMBERS 164-10 & 417-2. EXACT ALIGNMENT AND DEP77-1 OF U77L/T/£S WILL BE DETERMINED BY UNDERGROUND INVEST/GA TIONS PRIOR TO CONSTRUCT/ON. 2. EXACT PLACEMENT OF LIGHT STANDARDS AND 077-IER SIGN FIXTURES IS SUBJECT TO A DETAILED LIGHTING PLAN 77-IA T SHALL BE APPROVED PRIOR TO ISSUANCE OF A BUILDING PERMIT OR GRADING PERMIT, WHICHEVER OCCURS FIRST. 3. FIR£ SPRINKLER SYSTEMS ARE REQUIRED. FIRE SPRINKLERS ARE TO BE DESIGNED TO NFPA 13 STANDARDS BY FIRE SPRINKLER CONSUL TANT. COMPACT CAA ONLY COMPACT CAR ONLY SIGN DETAIL 0 10' 20' {~, ~( I_.~ /11 ' ((-~ I \ ' \ ~\~ ACCESSIBLE SYMBOL DETAIL (RSD-M-29) 40' SCALE 1'' = 20' 80' C a:s E ........ 0 I g> L Cl) Cl) C 0) C w + 0) C C C a, CL w CJ) z a: ow >-0 a: d w :::, CJ ID a: 0 :::, CJ) oo m >-z a: <( <( 0: ~ (j ~z _J -w~ a: a: ~ a.. 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LEGEND BUILDING COMPONENT TO BE DEMOLISHED (E) BUILDING COMPONENTTO REMAIN KEYNOTE LEGEND DESCRIPTION 100 /(E) STOREFRONT SYSTEM TO BE i DEMOLISHED 101 (E) ARCH TO BE DEMOLISTED 102 I PORTION OF (E) TILT-UP CONCRETE WALL TO BE DEMOLISHED 104 'PORTION OF (E) ROOF TO BE DEMOLISHED ----· ------- REVISIONS: w :;ii <C z I-(.) w -, 0 c:: II.. ~ I-i= 1-w w I lfJ w I- 0::: 0 z ...J LU 0 0 LU Cl) <( 0... I!) N ..-- (0 0) C ..... Cl) C -~ I 0) C , ro WI E oc5 . o,) '+-C 0 C C ro I 0... (f) z <( ...J CL z 0 I-(f) ...J s ow 2:> wo 0 C"") DATE SCALE· DRAWN: E 0 u C, .~ C C ro Q_ C ro E 15 ~ I ID ~ C <l>o >~ -<o -g~o <1>400 ~o,= C -N .Q16m ~.c"' N•-c.r.,.:::O ~ ro"' ~ut:- -0 <( Ill Cl) _J 0::: <( 0 -LU I-0::: 0<( zo _J LU 0 0 LU Cl) <( 0... I!) N ..- tO ~ 1l E :::, C 'SI" ~ ' 0 CC) ' <D 0 0.. 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DATE 10/21/20H SCALE: PER VIEW DRAWN, PROJECTPASEO DEL NORTE Sheet number A2-4 E6 (D CDP North West 3/16" = 1 '-0" METAL ROOF FASCIA~--~ HORIZONTAL EF WOOD SLATS CDP North East 2 3/16" = 1 '-0" E 0.8 0.6 ® C.9 @) I ~-EQUIPMENT WELL SCREEN WALL B.5 6 B ~ELEVATOR OVERRUN +-= © ' METAL ROOF FASCIA-~ I Q) @;J ' ' ~L=eveL3 -Roof O 35'-0" ~ SOLAR PANELS LeveL2 -Roof ~ 241 -011 Level 3 -Loft 24' -O" STUCCO _Level2 ~ 12' -O" ALUMINUM STOREFRONT GLAZING _Level 1 O --01 -011 ~ EXPOSED ,.-.--STRUCTURAL COLUMN 3 1 -----~ELEVATOR OVERRUN ,_-r--.SOLAR PANELS -=Level 3 -Roof O 351 -011 \.__)Ii' HORIZONTAL -------WOOD SLATS Level 2 -Roof O -~ 241 -011 \JI evel. 3 -Loft 24' -O" ALUMINUM -----~STOREFRONT GLAZING ___ Level2 O 12' -O" 'J/1 ~-.STUCCO Level 1 ~ -O' -O" REVISIONS: -0 <( (0 Cf) w __J I-0::: 0::: <( 0 0 z -w _J I-w 0::: 0 0<( 0 zo w __J Cf) w <( 0 0.. 0 I.!) w .. C\I Cf) w ..-2 (0 <( <C 0.. z I-I.!) CJ N w "') ..- 0 (0 a:: c.. s;t- ~ ' D C') ' (0 E D O'l' 0 0.. 0 X C O> ·" w ·c C C (I) "' (I) li C C "' m ·-~ N C 0) C') ~ N C I e-ro w u E ~ w u g'/ 0:: '+-0 C <C C i ~ z I ro w 0... ' "o 0 ' >..-<C -<o u -g~o "<Co 0 ~u~ 0 C T< 0:: oua, ..::::ijgco <C N~-::i l!) -;::O 0 .,.... rore .,u_ w Cf) z 0 I-~ w (l) _J -"' w "O 0::: 0 ~ (l) 0::: .n E D w LO -' w ::, D f--C D i= I--e- f-->< u ~ w (l) (J) w w ·o I a. iii [f) DATE 10/21/2015 SCALE: PER VIEW DRAWN: PROJECTPASEO DEL NORTE Sheet number A3-1 ELEVATOR----- OVERRUN 1 @J 2 METAL ROOF-- FASCIA HORIZONTAL WOOD SLATS---,,. ALUMINUM STOREFRONT----- GLAZING EXPOSED STRUCTURAL-..._ COLUMN 1 CDP South East 3/16" = 1 '-0" EA 0 I -----11- SOLAR PANELS~ METAL ROOF FASCIA- ---- STUCCO~ ---- 2 CDP South West 3/16"= 1'-0" SOLAR PANELS---- 3 EXPOSED STRUCTURAL BRACE---~ HORIZONTAL WOOD SLATS --- (§ I --1--- ------------------··· ~ 6.8 : I C.9 ~ I (§ I I D.8 SOLAR PANELS-~ r-----l---EQUIPMENT WELL SCREEN WALL ~I [EFJ~ I~ -STUCCO ~--METAL ROOF FASCIA Level 3_:: Roof ~ 35' -O" ALUMINUM -------STOREFRONT GLAZING -,.,,----r=L=ev~el 2_:: Roof O 24' -0" \J Level 3 -Loft 24' -O" __ Level2 O 12' -O" \J EXPOSED ~--STRUCTURAL COLUMN Level 1 O --01 -011 \J' E61 ~-STUCCO -=Level 3 -Roof O 35' -O" Qlf _ Level 2 O --12'-0" ~ Level 1 ~ -O' -011 -----·---- REVISIONS: -0 <( a) Cl) UJ _J f-0::: 0::: <( 0 0 z -UJ _J I-w 0::: 0 0<( 0 zo UJ _J Cl) w <( 0 0.. 0 IJ") w w N Cl) T""" 2 c.o <( <( 0... z I-I.() (.) N w -, T""" 0 c.o 0:: C. <:j" ~ ' 0 t'? ' CD E 0 0) 0 0.. 0 >< C "' .E llJ ·c C C (I) rn (I) a. C C . rn 0) ~ N C 0) t'? .c N C I I'-ro w () E o6 llJ () 0) [l:'. '+-C 0 C <( C z I ro ID llJ 0 C 0 0.. i ~o <( I ,<;; -g~o () ID<(D 0 ..co::; 0 00 : C -N 0:: .Q-go-, <( ~DCO NW-::J L.O;:: 0 0 .,.... ro~ o>O-w Cl) z 0 I-~ UJ (I) _J -UJ cu i::, 0::: 0 ~ (I) 0::: _Q E 0 w LO ~ UJ :, 0 f-C 0 i= f--I'- f->< 0 ~ w Cl) 0) w w ·a :r: ~ St U) a. DATE 10/21/201! SCALE: PER VIEW DRAWN: PROJECTPASEO DEL NORTE Sheet number A3-2 ROOF EQUIPMENT YARD BELOW--~ 1------: I I I L _____ _j '.I H L _____ J H EXTERIOR ROOF DECK BUSINESS OFFICE 1616 SF I'>\ 3RD FLOOR PARKING CALCULATION PLAN \.::J 1116" = 1'-0" [--------] --------' l===\=====l[ :::: :::: :::: :::: :::: :::: :::: :::: J oooC-- DOD [ _______ _ [ :::: :::: :::: :::: :::: :::: -:::: D D D D [ :::: :::: :::: :::: :::: :::: :::: D D D D [ :::: :::: :::: :::: :::: :::: -- D D D [ :::: :::: :::: :::: :::: :::: J D C D [ :::: :::: :::: :::: :::: :::: :::: :::: J [ :::: :::: :::: :::: :::: :::: :::: :::: J [ :::: :::: :::: :::: :::: :::: :::: :::: J c__J[ ________ J ~~~~[ :::: :::: :::: :::: :::: :::: :::: :::: j .u..u..u..u.----.c.w..u~ I [ :::: :::: :::: :::: :::: :::: :::: :::: J [ :::: :::: :::: :::: :::: :::: :::: :::: [ :::: :::: :::: :::: :::: :::: :::: :::: J [ :::: :::: :::: :::: :::: :::: :::: :::: J ---.----i--i[ :::: :::: :::: :::: :::: :::: :::: :::: J ROOF EQUIPMENT YARD--- MEDICAL OFFICE 3190 SF BUSINESS OFFICE 2116SF 12' 2ND FLOOR PARKING CALCULATION PLAN 1116"= 1'-0" r---,-:-'l"'i'-n-'!""r"I I 11; 1111111 11,~ I l'~p L-~-1 1, G) 1ST FLOOR PARKING CALCULATION PLAN 1/16" = 1'-0" D DD D CODD DODD DODD D D D D ODDO 1'"1Tl"'T',..,--r-r--""M 11111111111;~1 1.1..1.i,,.....i.--i-~, ,....._; ~~- DN -------------- LEGEND BUSINESS OFFICE MEDICAL OFFICE WAREHOUSE i TYPE OF SPACE BUSINESS OFFICE MEDICAL OFFICE WAREHOUSE Grand total PHASE 1 PARKING CALCULATIONS I AREA I AREAREQ'D 3732 SF !250 SF 6752 SF :200 SF 7286 SF I 1000 SF 17771 SF EXISTING PARKING COUNT: REVISIONS: -0 <( ca Cf) w _J f-0:::: 0:::: <( 0 0 z -w _J f-w 0:::: 0 0<( 0 zo w _J Cf) w <( 0 0... 0 LO w w N Cf) '<""" 2 (0 <( <( 0.. z I-!.!) (.) N w -, '<""" 0 (0 0:: D. 'Sl" ~ ' PARKING 0 C') ' COUNT (!) E 0 C) 0 D. 0 >< C 0 C w '-C C Cl) m a. Cl) C C m a, ~ N C O> C') ~ N C ~ r--ro w ~ (.) E ~ u..i cj C) a:: '-1--C , 14.929108 133.761467 17.286099 55.976674 59 0 C <( C z I cu m w ~ C 0 0... ~a (3 .,:;; -g~o ©<(~ 0 ~o.-0 ~ -N 0::: .Q-gm <( ~-""' N~-:::, 1,1'),::0 0 .-cure e,0-w CJ z Cf) ~ z (I) 0:: -0 Cll <( "O 0... f-<( ~ '<""" _J (I) .D w :::> E 0 w U) ~ Cf) 0 :::, 0 r-<( _J C 0 e= t3 r--r-I<( ~ w (I) a, w 0... () ·o :r: ~ "'·" U) Cl. :di DATE 10/21/2015 SCALE: PER VIEW DRAWN: PROJECTf:>ASEO DEL NORTE Sheet number A4-1 SITE I ' I > I / 1/ ,, I ' ------------------ i~ ' l i I i .I J " ' \ '· MAP //..__ \ cy; ' ' ~ ' i / \ I <cc / ' I .,------ ! ! ' PASEO DEL NORTE 6125 PASEO DEL NORTE, CARLSBAD, CA. CONDITIONAL DEVELOPMENT PERMIT / N.T.S ' ' N OR TH DRAWING INDEX: SHEET TITLE TITLE SHEET PLAtv Tl!\JG PLAN PLANTING LEGEND WATER CONSERVATION 1°LAN WATER CONSERVATION LEGEND RECYCLED WATER PLAN SHEET NUMBER ' L 1. 0 L 1 . 1 L 1. 2 ' I L 1. 3 ! L 1. 38 L2. 1 I~ re o z w en z a: ~ ow go >-0 a: :::! ~@ w ::> om a: 0 ~i => en en m ~~ u \0 DA1E SCALE, DRAWN, JOB, 1--w w I CJ) a: w > 0 0 10/21/2015 NTS KS PASEO DEL NORTE DRAWING NO. L 1.0 ---------------------------------- c5 i ~ ' ' ' ( I ' I 5 EXISTING TREES TO REMAIN. NEW ~ECLAIMED I IRRIGATION, MULCH+ UNDERSTORY PLANTINGS i / / ,_./ I ! ' GROUNDCOV~R I ' BARKMU.LCH ', -- , I " -1 ,, ; ' ', ' I I ' I r I I ' I I f ' / f // I I I I I r ACT COMP 1 Vd~OO 10Vd~OO lOV CT 00 I I (8~,. ~ + ) ' ' k ! ' . I)< )( Xi i·o' ' + I [x x x : X X XI I 8 ~===+----,f--'.c--t+-----,' + '. ', I ! I '', ' ' ' ' '~s CT x>J II I COMPACT 1COM;tACT lcoMPAC i ! X X "'i : X X X !0 ; + ' ! X ~: NEW PLANTING+ IRRIGATION ------< I // ADDITIONAL TREES+ TREE GRATES i \ I I ' ,', ,1, ' I '..,_ ' I / / / I ' ' ', ', i /I I ,, ', .\. ' ' I I ,;1 -- Ii " ' I I ' I I MPA COMP./\C COMPACT COMPACT ' -------------· FUTURE PLANTING -~ NOTES 1. All PLANTING AREAS TO RECIEVE 3" OF BARK MULCH, EXCEPT FOR EXISITNG AREA WITH ROCK MULCH. 2. LANDSCAPE HEADER. TREX ENHANCED DECKING, 2X4. COLOR TBD. LOCATION PER PLAN. 3. CONCRETE MOW CURB 6" WIDE 4. POINT OF CONNECTION FOR RECLAIMED IRRIGATION WATER NOTES: 1. WOODY SHRUBS SHALL BE PLANTED OVER HERBACEOUS GROUNDCOVER TO COVER 60% OF THE GROUNDCOVER AREA AT MATURITY. 2. REFER TO CIVIL GRADING PLAN FOR DETAILED GRADING INFORMATION. 3. SEE SHEET L2.1 FOR DESCRIPTIONS OF PLANTING ZONES. 4. SITE MAINTENANCE: THE LANDSCAPE WILL BE MAINTAINED USING ORGANIC FERTILIZERS AND COMPOST TO IMPROVE SOIL TEXTURES. REPLACE MULCH AS IT DECOMPOSES. OCCASIONAL PRUNING OF TREES AND SHRUBS TO REMOVE DEAD STEMS PROMOTES BLOOMING AND CONTROLS HEIGHT AND SPREAD. REGULARLY INSPECT, MAINTAIN AND ADJUST IRRIGATION SYSTEMS. ------------------··-··--·--------- / ADDITIONAL fLANTING + BARK MULCH ! 5. ALL PLANTING AREAS TO RECEIVE A 3" LAYER OF BARK MULCH. 6. HIGHLINE BYPASS "T" WILL BE PROVIDED AT THE BUILDING. I "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" 10.21.2015 5' -o· 10· IIIIB-• SCALE 1"=10'-0" I " l ''",.,, I I I I I I I l /:-:~;at --w ---· - - '. JfJ)_., -, ' "' ,., '•", .. ';]-·--·--· ' I I 1 I I I ' NORTH ~ m 0 0 J!! z 0 '.'.l m o--0 NOTE . DRAWINGS ARE NOT FOR CONSTRUCTION DAlE SCALE, DRAWN• Joe, W 00 z a: ow >-0 a: d w :::, om a: 0 :::, 00 oo m z <( _J CL CJ z -1-z <( _J CL 10/21/2015 NTS KS PASEO DEL NORTE DRAWING NO. L 1.1 CDP PH 1 2015-1021-NOT FOR CONSTRUCTION 0 sj- N L[) 0 N "' N "' 0 _J I (l_ 0 u I 0 w Ul <( c_ I 0 n '° 0 L[) 0 N / n _J ~ 2 m :::, Ul ' (l_ 0 u I 0 CX) 0 L[) 0 N / Ul LJ w :r: Ul I [l_ 0 u I 0 w Ul <( [l_ / 0 <( u 0 w f---0 0 0:: / 0 <( u / Cl) t 0 z (!) 0 0 Cl) en 0 c_ / w "' <( :r: Ul w _J c;: w u :5 c_ z D w f---0 0 0:: I 0 0 / X 0 _() Q_ 0 0 / ~ Cl) en :::, / en ~ Cl) en :::, / u BOT AN I CAL NAME COMMON NAME MATURE SIZE (H X W) QUANTITY SYMBOL , ' I I I ' ' I , ' I I ' \ f I \ I I ' ' f ' I ' / ' ' / / ' I ' ' / ,' -, X EXISTING EUCALYPTUS EUCALYPTUS 5 ,_ / -' ' I ' I / / ' ' ' I ' I / ' / \ I I \ ' ------I f , I I ' ------, ' ' ' /-I I ' ' ' / / ' / ' ' / ' / ' / \ / \ I ' I \ f \ f \ f \ I \ I \ I I I I I I I X EXISTING PINUS PINE 3 I I I I I I I I I I I \ I \ I \ I \ / \ / ' / ' / ' / ' / ' / -------,., ' ' / ' -/ I " ' --/\ \ ,_, \ ', ------------/ ,1 ' / ' / \ ' I \ I \ I \ I I I \ I I ', I --I I / I • C I , I I 4 \ I EXISTING PODOCARPUS YEW TREE 40'H X20'W I I I r I I \ I ' I ' -I ,1 I / , / / ' ' r ..... 1 / ,/ ' ' ! ,__,....-____ ..,.. _.-------- / ' / ' I \ I \ I \ I I I 00 I EXISTING CUPANIOPSIS I 0 I a I I ANACARDIODES CARROTWOOD 40'H X20'W \ I \ I ' / ' / ' ' / ----- PARKING LOT TREE -24" BOX 9 RHUS LANCEA AFRICAN SUMAC 15-25'H X 15-25'W PINE TRE -15 GALLON PINUS TORREYANA TORREY PINE 40-70' X 15' 2 PINUS ELDARICA AFGHAN PINE 40-50' X 40-50' 2 SMALL SHADE TREE -24" BOX METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS TREE 25'X15' 2 FORM MULTI-TRUNK STANDARD SINGLE TRUNK, NATURAL FORM SINGLE TRUNK, NATURAL FORM SINGLE TRUNK, NATURAL FORM DECIDOUS/ EVERGREEN E E E E E E E E WATER NEEDS L L MED MED MED L L L SYMBOL SHRUBS -50% 5 GALLON, SOo/o 1 GALLON @ G * 8 G 8 8 8 BUILDING FOUNDATION PLANTING - 50% 5 GALLON, 50% 1 GALLON GRASSES -50o/o 5 GALLON, 50% 1 GALLON 0 GROUND COVER-FLATS f· X X X 1 ' ' ' ' j I MISCELLANEOUS ,-:.... .. __ - OPTION B BOTANICAL NAME COMMON NAME IRIS DOUGLASIANA AGAVE AITENUATA PHORMIUM TENAX, ' RADIANCE' CEANOTHUS GIRSEUS HORIZONTALIS GREVILLEA SP. YUCCA SP. SALVIA GREGGII GAL VEZIA SPECIOSA THIS PLANTING WILL BE A MIX OF LOW WATER PLANTS, GRASSES AND SUCCULENTS TO PROVIDE TEXTURE AND CHARACTER TO THE BUILDING FACADE. YUCCA SP. SANSEVIERIA SP. KNIPHOFIA SP. HESPERALOE PARVIFLORA PENNISETUM SETACEUM RUBRUM GAZANIA RIGENS, 'LEUCOLAENA' SEDUM REFLEXUM, 'BLUE SPRUCE" TREX ENHANCED DECKING, 2X4. COLOR:TBD, LOCATION PER PLAN. DOUGLAS IRIS FOXTAIL AGAVE NEW ZEALAND FLAX LILAC GREVILLEA YUCCA, BRIGHT STAR TEXAS SAGE ISLAND SNAPDRAGON YUCCA SNAKE PLANT RED HOT POKER RED YUCCA PURPLE FOUNTAIN GRASS GAZANIA SEDUM SEEL1.1 3" NEW BARK MULCH SEE L 1.1 2" GRAVEL MULCH SEEL 1.1 POINT OF CONNECTION FOR RECLAIMED WATER SEEL1.1 PROPERTY LINE I L.O.W SEEL 1.1 4' X4' TREE GRATE SEEL 1.1 MATURE SIZE (H X W) 1.5' X2.5' 4.5'X7' 7' XS' 2-3'H X 8-1 O'W 4-5'H X 6-B'W 1-2'H X 3-S'W 2-4'H X 2-3'W 3-4'H X 4-5'W 1-2'H X 3'W 3-4'H X 1'W 1-3'H X 1-3'W 3-4'H X 1-2'W 3-4'H X2-3W 1'HX3'W PLANTED 12-18" O.C. 6"HX18"W PLANTED 12·18" O.C. . -~-''""'"'"' -~-,,,, ~:.-·,-<,. -· ---" '"'""'"=::4-'l-S-e>.~t,. ~c,,-<!-~~ ·= ' . ~~" ~ X X X X' / x,/ GR / X X,/ , / ,/ X X / QUANTITY FORM DECIDOUSI EVERGREEN 99 GRASS-LIKE E 7 ROSETTE E 40 GRASS-LIKE, UPRIGHT E 14 SPRAWLING E 4 MOUNDING E 21 ROSETIE E 3 SHRUB E 10 MOUND WITH E ARCHING STEMS 152TOTAL SF UPRIGHT CLUMPING E UPRIGHT UPRIGHT 82 ARCHING 4,489 SF E 758SF E 2,490 SF 725SF 4 »·' / X' X / X GR X X GR + WATER NEEDS L L L L L L L L L L L L REVISIONS ~ i ~ p..,j ~ w z 0 s 0 Ee ~ w @ 0 a: ::, ~ Cl) ~ ~ @ i u " I J'! "' ..... " , s, 0 - "-<~ 'c-C i3; ---.-~ e "<_ ]a "' "' . -e • "' 6~ --(",,!;:;; en: ..iJ ,ae -G<::: oa. C, z: lli.1--"' Ci""" ""'" t:: ~o ~"' -ea ~~ ~~ >-~ :!f:..::W.A+! ~) "~ Z·<::r w~ DAlE SCAIB QO i:i: tir.i 0~ ~-;:,_ =~ ~~ ~ N 0 z w CJ w ...J CJ z -i-z <( ...J a.. 10/21/2015 NTS DRAWN, KS JOB, Cl) a: w 0 ..J -::, (D 0 Cl) (D ~ PASEO DB.. NORTE DRAWING NO. L 1.2 6 i ~ "' :::, <( c.., \_ NOTES: 1. WOODY SHRUBS SHALL BE PLANTED OVER HERBACEOUS GROUNDCOVER TO COVER 60% OF THE GROUNDCOVER AREA AT MATURITY. 2. REFER TO CIVIL GRADING PLAN FOR DETAILED GRADING INFORMATION. 3. SEE SHEET L 1.3 FOR DESCRIPTIONS OF PLANTING ZONES. 4. ALL PLANTING AREAS TO RECEIVE A 3" LAYER OF BARK MULCH. 5. ALL IRRIGATION TO BE RECLAIMED WATER. 6. EXISTING PLANTING AREAS SHALL BE REFURBISHED WITH NEW PLANTINGS AND MULCH. ALL WEEDS AND DEAD PLANTS TO BE REMOVED 7. SEEL 1.3B FOR CITY OF CARLSBAD SLOPE PLANTING REQUIREMENTS. I 'i '--,/ I ....L I \I __l J..._ __l LJ \J I LJ MAINTENANCE RESPONSE NOTE : ALL PLANTING, IRRIGATION AND SITE FEATURES TO BE MAINTAINED BY OWNER PARKING LOT PLANTING NOTE : TOTAL SQUARE FOOTAGE OF PARKING LOT TOTAL SQUARE FOOTAGE OF PLANTED AREA IN PARKING LOT TOTAL PERCENT OF PARKING LOT PLANTED = 22,265 SF = 5,206SF =23% TOTAL SQUARE FOOTAGE OF PLANTED AREAS = 9,303 SF WATER CONSERVATION FEATURES WITHIN THE PROJECT ARE REFLECTED IN THE "SEVEN PRINCIPLES FOR WATER-EFFIECINET LANDSCAPE" (EXHIBIT A OF THE CARLSBAD LANDSCAPE MANUAL). THE PLANNING AND DESIGN OF THE PROJECT REFLECTS THE REQUIREMENTS OF THE PASEO DEL NORTE WHILE IN CORPORA TING SOUND DESIGN CONCEPTS FOR AESTHETICS PRACTICALITY AND WATER EFFICIENCY. SOIL TESTS WILL RESULT IN THE OPTIMUM SOIL COMPOSITION TO SUSTAIN PLANT MATERIALS THROUGH APPROPRIATE SOIL AMENDMENTS TO PROVIDE NUTRIENTS, AERATION, WATER ABSORPTION AND WATER-HOLDING CAPACITY. SITE APPROPRIATE PLANT SELECTIONS PROVIDE LOW TO MODERATE WATER USE PLANTS THAT PROVIDE VARIETY AND INTEREST ON MANY LEVELS INCLUDING SEASONAL COLOR, TEXTURE, WILDLIFE VALUE AND SUPPORT OPPORTUNITIES FOR PLAY AND LEARNING. EFFICIENT IRRIGATION WILL BE IMPLEMENTED THROUGHOUT THE PROJECT BASED ON TYPE OF PLANTING, WATER NEEDS, AND COMPLIANCE WITH THE CITY OF CARLSBAD WATER EFFICIENT LANDSCAPE GUIDELINES. ALL PLANTING AREAS ARE TO RECEIVE A 3" LAYER OF MULCH TO KEEP ROOTS COOL, MINIMIZE EROSION AND REDUCE WEED GROWTH. APPROPRIATE MAINTENANCE MEASURES WILL BE FOLLOWED BY THE CLIENT TO ENSURE THE PROJECT REMAINS SAFE, WATER EFFICIENT, AND IN SUPPORT OF THE DESIGN INTENT. "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" ; 10.21.2015 ILISA GOLDMAN DATE 1 o· 5' ' I SCALE: o' 1 "=1 O'-Ou 1 o· I . ' ' . j / I/ ii ! I \@ I I I I ff) NOR TH NOTE : DRAWINGS ARE NOT FOR CONSTRUCTION -------· ·-------·· ---------- REVISIONS I i~ ~o z ~ W 00 ~ z a: 8 ow ~ 0 >-0 i a: d ~@ w ::::) ~ C, ID a: 0 Q ::::> en ~~ 00 ID ~~ u "° z 0 -I- a!: <C z ~ ~ <( <Cw ...J ~ (I) CL z g 0 u DAlE 10/2112015 SCALE• 1" = 10'-0" DRAWN• KS JOB, PASEO DEL NORTE DRAWING NO. L 1.3 HYDROZONE AREAS ZONE 1 -LOW WATER PLANTING TOTAL AREA: 7,749 SF ··-· --··-· -··-··-PLANTS IN THESE ZONES ARE NATURALIZED TO THE REGION AND SELECTED FOR LOW MAINTENANCE REQUIREMENTS AND LOW WATER USE. IRRIGATION OF THIS ZONE SHALL BE WATER EFFICIENT DRIP IRRIGATION. ZONE 2 -MEDIUM WATER PLANTING, LARGE TREES TOTAL AREA: 1,554 SF TREES IN THIS ZONE HAVE MEDIUM WATER REQUIREMENTS AND WILL BE IRRIGATED WITH BUBBLER HEADS SITE AREAS TOTAL SITE AREA: 46,433 SF PLANTING AREAS HYDROZONE 1 • LOW WATER PLANTING: 7,749 SF HYDROZONE 2 -MEDIUM WATER PLANTING: 1,554 SF TOTAL PLANTING AREA: 9,303 SF IRRIGATION NOTES: MAXIMUM APPLIED WATER ALLOWANCE CALCULATION MAWA = 44 X .62 X [ (.7 X 9,303) + (.3 XO)] -27.28X [ 6,512 + 0) -27.28 X 6,621 MAWA = 177,650 MAXIMUM APPLIED WATER ALLOWANCE = 177,650 GALLONS PER YEAR ESTIMATED TOTAL WATER USE CALCULATION ETWU = 44 X .62 X [.3 X 7,749 / .80 + O] = 79,272 GALLONS PER YEAR ETWU =44X .62 X [.5 X 1,554/ .75 + 0] -28,262 GALLONS PER YEAR ETWU = 107,534 GALLONS PER YEAR ALL CONTROL VALVES SHALL HAVE PRESSURE REDUCING ASSEMBLIES. DRIP CONTROL VALVES SHALL HAVE WYE FILTERS INSTALLED. All SPRINKLER HEADS SHALL HAVE PRESSURE COMPENSATION NOZZLES AND BUILT-IN CHECK VALVES. THE IRRIGATION SYSTEM SHALL HAVE A MASTER CONTROL VALVE AND FLOW SENSOR INSTALLED AT THE WATER P.O.C. THE IRRIGATION CONTROLLER SHALL BE A "SMART" CONTROLLER CAPABLE OF DAil Y SCHEDULE ADJUSTMENT VIA BROADCAST ET RA TES FROM THE MANUFACTURER. -~ - --------------~~---- SLOPE PLANTING NOTE : 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 I REINFORCED STRAW MATTING: COVER CROP SHALL BE SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90o/o COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKE 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°/o) 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 ON 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 (70o/o) PERCENT OF THE SLOPE {AT MATURE SIZE). d. STANDARD #4 -TREES AND I OR LARGE SHRUBS: TREES AND I 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. b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF 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 DETERMONED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. -----------------------···-· .. ---------------~- z (I) oz ~ i= 0 w~i= I-~ :3 ~ w ::> (I) 0 z ....J ~ 0 <C uo = ii I!,! I, DATE 10/21/2015 SCALE, 1" = 10'-0" DAAWN'KS JOB, PASEO DEL NORTE DAAWIIIG NO. L 1.38 -----··------------- I I 0 I ' -----·---------------.---..,----- ,/ /',' I! 11 ' I EXISTING IRRIGATJ0'N NOTES / / ,"/ , , ', / -/-· 640' rtJBING 1,170' rtJBING 640' fUBING LU b'. 0 z _J LU Cl Q I LU ;t NOTE H: A1 HZ 1 A2 HZ 1 A3 HZ 1 , .. i DT ' 1· DT 1" I ' ' DT! ' '; I:, i ,, : i I I 6.4 0.72 11.7 0.72 6.4 0.72 ' ' --~ --, ' 40 ----· ' ' ,-""' ,_ 774 I I 40 1,407 I I 40 ·I 'I / / ',/ 771 i / ! / ,-:-, PROPOSED IRRIGATION NOTES POINT OF CONNECTION (POC) #1 SHALL BE DOWNSTREAM OF EXISTING 2" BACKFLOW DEVICE AND A 11/2" RECYCLED WATER METER WITH A 2" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN. ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. / WATER PRESSURE AT POC: DESIGN WATER PRESSURE: MAXIMUM SYSTEM DEMAND: PRESSURE BOOST REQUIRED: RESIDUAL WATER PRESSURE: NOTE B: N/A N/A 18 N/A N/A PSI (STATIC) PSI GPM PSI PSI CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK NOTEC: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. ,' / ,/ i ;--- ;,/ '> //\ . NOTED: THESE PLANS ARE DIAGRAMMATIC. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK ,~ r ~ il t=;. i('.'l ["'"1: P .1 ~ .;::» ~ ~....l' >,,_,, l H "'-' ·._.,) "--d iR,~iGATlON DES'G!'J /c..f\') CC!\SUL.T!f·~G "33730 SKy Canyon Drive·. Suit<:> .C M~cr:e:a, Co 92.563 e, inf0Ci"s1•;('e·ne·rassoc.cor,'t: \951) :!61-683-0 w; ''-"'11w.1we_e.ney~j,;"c.cor:1 '.: {gSl) 461-6850 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN -------------------------- 360' ,A10 ~~,G HZ 1 / 1· 3.6 DT 0.72 5' 40 425 o· HZ 1 ' I SCALE : 1 "=10'-0" i ' 1· ! ,' J1 AfJ 1· 17.8 40 1,780 A---l---+--1--~ HZ 1 DT 0.72 12,153 40 ; ; 240' DT ./0.72 281 TUBING 10' N O R TH NOTE : DRAWINGS ARE NOT FOR CONSTRUCTION ----------- RE\/ISIONS, ~ C: i 00 DATE SCALE, DRAWN, JOB, a: W 00 z a: ow >-0 a: d w :::, C, ID a: 0 :::, 00 00 ID wz I-<( <( _J 3: Q_ 0 (J) Ww _J -0 !:: >-d 00 w <( a: lL 10/21/2015 1" = 10'-0" PASEO DEL NORTE DRAWING NO. L2.1 '° 0 N ' N ' Ol 0 N _J I D (/) I 0 w ~ [L / Q) t: 0 z Q) D 0 Q) [I) 0 [L / Q) u 0 [L C " Q) -0 0 Q'.'. ./ N