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Home My WebLink AboutHMP 16-03; Manantan Residence; Planning CommissionHMP 16-03 D:\DRAWING FllES\llTI.E SHEETS\GRADING Tin£ SHEET.DWG REVISED:06/25/15 ---·--··------- CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN CITY OF VISTA CITY OF ENCINITAS VICINITY MAP INDEX OF SHEETS TITLE SHEET GRADING PLAN CONSTRUCTION DETAILS LEGAL DESCRIPTION LOT 740, LA COSTA MEADOWS UNIT 4 MAP NO. 7367 PROJECT ADDRESS 2665 CAZADERO DRIVE CARLSBAD CA 92009 DEVELOPER NAME: ALEX MANANTAN 1 2 3 ADDRESS: 2665 CAZADERO DR. CARLSBAD CA 92009 PHONE NO.: (760) 271 9464 ASSESSOR'S PARCEL NUMBER 215-460-02-00 UTILITY NOTES WATER DISTRICT -CARLSBAD MUNICIPAL SEWf"R DISTRICT -LEUCADIA WASTE WATER BENCH MARK DESCRIPTION: BENCH MARK OC 148 FIRST CLASS LOCATION: COOPER DISK STAMP£0 OC 148 1968 RECORDED: -;:;;-;;;-------------:-:c=--:-::-:-::-- ELEVA TION: ----"5--"'6"-'.4"'9'---------DA TUM: NGVD 1929 TOTAL LOT AREA -26,815 SF (0.61 AC) TOTAL DISTURBED AREA = 21,725 SF (0.50 AC) (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA -0.0 TOTAL PROPOSED IMPERVIOUS AREA -4,815 SF EARTHWORK gUANTITIES CUT: 1494 CY FILL: 1,293 CY IMPORT: CY EXPORT: 2D1 CY REMEDIAL: 1560 CY NOT TO SCALE LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY CONCRETE SIDEWALK SDRSD G 7 ~ ... , •• , _ •.. _, ... _..··.-.1 =." ............ l.: 1,050 SF CURB OUTLET SDRSD D-25 IOI 2 [A. PCC DRIVEWAY SDRSD G-14A A·, , 1\ _ ... •';. .M 1. 160 SF ROCK DITCH DETAIL ON SHEET 3 b"'§{,.A{f",L§i 220 LF VEGETATED SWALE DETAIL ON SHEET 3 c::::> 200 LF PERMEABLE PAVEMENT DETAIL ON SHEET 3 ~ : I : I : : : : I 1,600 SF PROPERTY LINE - LOT LINE EXISTING WATERLINE --w-- EXISTING SEWf"R MAIN --s-- EXISTING GAS LINE --G-- EXISTING STORM DRAIN ==so== FINISHED GROUND CONTOUR -illQJ- EXISTING GROUND CONTOUR ..---440 ..---..... PROPOSED CUT/FILL SLOPE ""Yl:1 y CUT AND FILLL LINE ,--_I--, ' ' GRADED PAD LIMIT ' I ~--c_ _ _r' FUTURE SPOT ELEVATIONS 400.50TC 400.00P EXISTING SPOT [LEV. 98.0 DIRECTION OF DRAINAGE -- EXISTING 3/4" WATER SERVICE WITH CMWV SID DWG W-3A ®-1 EA. PROPOSED 1" METER* EXISTING 4" SEWf"R LATERAL ®-1 [A. * VERIFICATION OF PROPER WATER SERVICE SIZE TO BE DETERMINED BY FIRE DEPARTMENT PRIOR TO BUILDING CONSTRUCTION. UPGRADE TO 1" SERVICE MAY BE REQUIRED. POST-CONSTRUCTION BMP TABLE STORMWA TER REQUIREMENTS THAT APPLY: CKJ STANDARD STORMWA TER REQUIREMENTS [_] PRIORITY PROJECT REQUIREMENTS CIVIL ENGINEERING Consulting Services EXEMPT FROM HYDROMODIFICA TION? [KJ YES D NO CITY OF CARLSBAD Administrative Permit ---------------------------------- CaseNo. HHP j(..,-03 ~xi bit No. 1'\ · cr:.--;·~ --~·;--· 1 Date __n:-l ~-' 1.(,2 j RECEIVED JUL lli 2016 CiTY OF CJI.RLSBAD PLANNiNG DIVISION P.O. BOX 2158 VALLEY CENTER, CA 92082 PHONE: (760) 235-1176 FAX: (866) 313-8908 I sHlEET I, _c__,IT=Y==o=F:.:::::...:C=A.:..:.R=L.:.:.s=.:.:.B_A_D__j I SHE3ETs I _ ENGINEERING DEPARTMENT ~0 ~ ~~ I LLi I ' ! I I l I I ~~ j • ' { l' LLJ '' o_ 10 ~ At""' 11 ::r I '-'-I u ,o_ ! I . ' ' iIi t' l Ill II ~ ! I!. f i . ' II' uii- E-: I o;, ~~ 011. Lqj i It i l II il ! I : ' ' i' j 1 . ! I f i I i l i i I i ' . '' I i I I ' ' I J i i I i i I , I I I 1 ! ! . 9 l I i ~~ '' \ \ \ II I i i I i J I ' I ' I • I ' \ I i ! i I i t5 ! ! <:( l l ~ ;; <( I l 0::: i ! 0 I, U) j i w 'l U) ! ! 0 li ! a.. i ; . CC · I if. ! I ! i I i . J l i I ~ ' I· I I I I I 0:\DRAWING FILES\11TLE SHEETS\GRADING 111LE SHEET.DWG REVISED:OG/25/15 I I I l I I I I I I I I I . 2:1 _' I I , :1 1,1/: I I I I i I I I I · I i ! I I I I 2:1l I I I I I I I I ' \ \ \ li)' i' I . , I l~l;l' I 2% .. \ \ \ ! ; '\._ \ \ \ \ \ \ \ ""- \ "' \ ........ ....... -"' _,_ \ \ \ \ ------ \ ) I I 1,\ I v I I I GRADING PLAN SCALE 1" = 10' 0 10 20 40 60 1 INCH = 10 FEET GRAPHIC SCALE 16-Q3, I \ \ \ \ \ \ I ' wv 8 \ \ ' \co_ • • \co • \ ·' \ \ ITEMS OF WORK DESCAIPTlON DRAWING NO. G) CONCRETE SIDEWALK 0 CURB OUTLET SDRSD G-7 SDRSD D-25 f3\ RELOCATE LIGHT FIXTURE AND PULL BOX \::V COORDINATE WITH SERVICE PROVIDER 0 ® @ (j) ® PCC DRIVEWAY PERMEABLE PAVEMENT (BMP STD SD-3) VEGETATED SWALE (BMP STD SD-1, SD-3) ROCK SWALE (BMP STD SD-1, SD-3) EXISTING WATER SERVICE AND PROPOSED 1" METER AND BACKFLOW FOR FIRE SPRINKLERS SDRSD G-14A DETAIL ON SHEET 3 DETAIL ON SHEET 3 DETAIL ON SHEET 3 ® EXISTING 4" SEWER LATERAL ABBREVIATIONS AB AGGREGATE BASE AC ASPHALT CONCRETE A.P.N . ASSESSOR'S PARCEL NUMBER C.L CENTER LINE COV CITY OF VISTA STD. DRAWING co SEWER CLEAN OUT D/W DRIVEWAY EL ELEVATION EP EDGE OF PAVEMENT EX. EXISTING F. F. FINISHED FLOOR F. H. FIRE HYDRANT FL FLOW LINE FS FINISHED SURFACE GV GAS VALVE I.E. INVERT ELEVATION (N) NEW P.L PROPERTY LINE P.O. C. POINT OF CONNECTION pp POWER POLE p FINISH PAVEMENT ELEVATION R/W RIGHT OF WAY SORSO SAN DIEGO REGIONAL STD. DRAWING SWH SEWER MANHOLE TC TOP OF CURB ELEVATION VIO VISTA IRRIGATION DISTRICT STD. ORA WING WM WATER METER wv WATER VALVE IMPERMEABLE AREA CALCULATION NO. DESCRIPTION OJ BUILDING [I] SIDEWALK [I] DRIVEWAY [I] WAL~AYS CIVIL ENGINEERING Consulting Services TOTAL AREA (SF) SURFACE TYPE 4,155 IMPERMEABLE 650 IMPERMEABLE 4,805 2,045 PERMEABLE 600 PERMEABLE P .0. BOX 2158 VALLEY CENTER, CA 92082 PHONE: (760) 235-1176 FAX: (866) 313-8908 I SH2EET I CITY OF CARLSBAD I SHE3ETS I ENGINEERING DEPARTMENT 480 --~ 470 460 (A l::i=n GARAG I= I= I= 1=1 1=\/· rLl.a ')<; F.F .•. -450 ---~ -t" -------~------·-P.L. .a£~ ---· j_ ·-~---_It .I LIMIT FOR REMOVAL ' f-· . .1 -- 440 . ~-- ' : 5' ! "'""' r-=-. -~~-~- ' --. . ! ' -··-' • . --·· ' ~ESS MATERIA~ -..• ···----. ~REA FC R DISPERSION OF EX ~ .. -ow ---~ "'~ 430 (N) CONCF ETE SIDEWALK SECTION A-A SCALE: 1" = 1 0' 460 QR ()Q()C:: 1= n GARAGE .J --i--13' vc • I < . ··-I 450 --~------·· ·--------p ::RM ------- HMP 16-03 --:::::::.. -...._____::: ~ PROPOSED .• , -rERM11'1---.. J:! lllLDl.II.J.C:. _oE-..1'-?' "'--.•. ~ :::TUAL DESIGN) . --·-----.. -J1L ~ --PL. .-r El-EV: 449.75 .~ cASt-:M ---L--+1 SEE DETAI 1/ [I] LAcos~Ar &RECOMPACT .. . . P.L. L_ __ F .L. ESMT I 10' 480 r:-1 I ~ 470 --· . --v-·r (E) BROW DITCH 460 i=N I _1'\JU IES 450 EADowt3NIT 4 lVI'<' f1'< MAt-' NU. 1.:>01 440 430 TC 10' i PL EP EP 4' 1x 0-4' 1x VAR VAR 4'CMAX) 16' I I I L______ _ _____ J L _____ _j SEE DET i"'IL 2 PREMEABLE PAVEMENT SECTION B-B DRIVEWAY (TYP) NOT TO SCALE NATIVE PLANTING MULCH PER LANDSCAPE PLANS 2'-4' DETAIL 1 VEGETATED SWALE NOT TO SCALE 0-4' 2'-4' -Q.~IGJ..NAL TERR EABLE PAVE ~ENT(18.7~ _l ----f11N 440 430 2' 10' ROCK SWALE PROFILE {TYP) NOT TO SCALE D:\DRAWING FlLES\TlllE SHEETS\GRADING TITLE SHEET.OWG REVISED:06/25/15 --·--- SECTION C-C DRIVEWAY PROFILE SCALE: 1" = 5' ----r· ---·-· - 16' : I 8' \l:: 5' ' ! . I -· ' .. .. / (N) SIDEWALK/ " THICK PERMEABLE CONCRETE PAVERS (TRAFFIC RATED) BEDDING COURSE (CLEAN SAND) L--,--· L----' ''X12" CONCRETE CURB iiiiilt1iilllllfiiT!:£DGING AROUND DRIVEWAY PERIMETER AGGREGATE SUB BASE (3/4" GRAVEL TYP.) DETAIL 3 PREMEABLE PAVEMENT NOT TO SCALE SUBGRADE (UPPER 12» AT 95% COMPACTION) ··--.. -- DETAIL 2 ROCKSWALE NOT TO SCALE CIVIL ENGINEERING Consulting Services " DIA.(MIN) ROCK LINING J" GRA GEL F/L TER LA YER CITY OF CARLSBAD ! Administrative Permit I -----------·-----------------------------~ c .. e No. , ~:~i-:-N-:.-r·----;;:;; .. -·-·--"--···"- P.O. BOX 2158 VALLEY CENTER, CA 92082 PHONE: (760) 235-1176 FAX: (866) 313-8908 I SH3EET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT ---------------·· ---