Loading...
HomeMy WebLinkAboutCT 02-06; KIRGIS; Substantial Conformance' : I 1 I ' I I , 'I! I J --J ~(UJ~~u ~[MLJ~~l CC(Q)[Mf(Q)[Ri[J¥1]~[MCC~ ~~[H]~~~u f(Q)[Ri LJ~[M.LJ ~ u~~~ [J¥1]~[p) (Q)f cc~uw (Q)f CC~[Ril~~~[D) LJ[Ri~ccu ccu @~□@® [p)lUJ [Q)□@~=@~ [}={] [Q)[p)=@~□@il ~[Q)[p)=@~□@@ VICINITY MAP NO SCALE CITY OF OCEANSIDE HIGHWAY 78 ...____..._f"c c "I if; tvo SITE 0 .. PACIFIC OCEAN AVE NOT TO SCALE CITY OF SAN MARCOS CITY OF ENCINITAS SUBDIVIDER: BRIAN AND GAYL HYNEK P.O. BOX 401 GILROY, CA. 95021 -0451 TEL ( 408) 656-7325 OWNER: BRIAN AND GAYL HYNEK P.O. BOX 401 GILROY, CA. 95021-0451 TEL (408) 656-7.325 PUBLIC UTILITIES AND DISTRICTS: GAS AND ELECTRICITY: .................................. SAN DIEGO GAS AND ELECTRIC COMPANY TELEPHONE: FIRE PROTECTION: SCHOOLS: ............... . WATER: ......... , ..... .. SEWER: ........................... . STORM DRAIN: PREPARED BY: \ l - L ifNDMARK CONSULTING Planning Engineering Surveying 955!5 Genase.9 Avenue, Suite 200 San Olego, CA 92,21, (858) 587-8070 F: 170-1 SCE-TM 1701SCE1.dwg 6 7 2011 12:19:36 PM PDT .AT & T ........ CITY OF CARLSBAD . ... CARLSBAD UNIFIED SCHOOL DISTRICT . .. CARLSBAD MUNICIPAL WATER DISTRICT . .. CITY OF CARLSBAD ... CITY OF CARLSBAD <.·7 48° MIN., PROP. PUBLIC UTILITY & ACCESS EASEMENT PER F.M. 5' 5' it-1--1: m 43' MIN cc.i=-----------+----------------»-'11'_ 5.r 16' 16' 5.5' VARIES VARIES 2% --2% 2% -,),l".ic· 'Y' <.·7 it-1--1: z ::, 6" TYPE "G" CURB & GUTTER 0 8" WATER 0 8" SEWER PRIVATE DRIVEWAY SECTION TWAIN CT. ASPHALT PUBLIC UTILITY & ACCESS EASEMENT TOP OF CURB -AS SHOWN ON GRADING PLAN NO SCALE T.I. 5.0 , MIN. STRUCTURAL SECTION= 4" AC/4" AB SfE STREET NOTE # 1, SHEET # 1 48' IIIN., PUBLIC UTILITY & ACCESS EASEMENT PER F.M. 5 .. .) 16' VARIES 43' MIN 1 6' VARIES t 5.5' ,}~t-· 'Y' 0 8" WATER 0 8" SEWER CONCRETE ROUGH FINISH PllBLIC UTILITY &: ACCESS EASEMENT TOP OF CURB = AS SHOWN ON GRADING PLAN NO SCALE T.I. 5.0 MIN. SfRUCTURAL SECTION= 5-1 /2" PCC ON NATIVE SEE STREET NOTE #1 SHEET #1 FOUND IN SUBSTANTIAL CONFORMANCE -~LL DON NEU, CITY PLANNER 1 ' ' ' RECOMENDED BY: //~J)'\';).q.,1/1,Yz /lVv , ~-/Un~~~ GLEN VAN PESKI, CITY ENGINEER RECOMENDED BY:~;z:::~~~'::::'.:=~,o:_ Ii'. 56' 0 4.5' 5.5' 18' ·'-~-2% 18' 5.5' 2% Ii'. 4.5' ,}~ '(~ / / ,,, ---==---r-= --------.;, .:r-... --;;a,a/Z2'77./77~,= =~ ,;_I it. ~ ·---=.U-7-1 ' '1~ '-"· 6" TYPE "G" CURB OFFSITE PUBLIC STREET PROPOSED PER CT 97-16 6' SCREEN WALL (PER LANDSCAPE PLANS) Ii'. LOOKING NORTH N.T.S. 12' z>-Oo:: fli <[ -0 :,. z 0 :::, mo :::, 0) VJ & GUTTER SCARIFY SUBGRADE TO A DEPTH OF 12" AND RECOMPACT TO 90% DG TRAIL SECTION HEADER BOARD RELATIVE COMPACTION LOOKING WEST N.T.S. ENGINEER OF WORK: LANDMARK CONSULTING 9555 GENESEE AVE. STE 200 SAN DIEGO, CA. 92121 PHONE: (858)-587-8070 FAX: (858)-587-8750 f'--'1./l~ · MARK A BRENCICK P.E. 4815.3 LEGAL DESCRIPTION: A PORTION OF LOT "F" OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS SHOWN ON PARTITION MAP THEREOF NO. 82.3, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, ON NOVEMBER 16, 1896. ASSESSOR'S PARCEL NUMBERS: 212-010-0.3 LEGEND: STREET ELEVATION ......... STREET GRADE (DOWNHILL) SUBDIVISION BOUNDARY .... LOT NUMBER PAD ELEVATION PROPOSED SLOPE (ALL SLOPES 2:1 EXCEPT WHERE NOTED) DAYLIGHT LINES. WATER LINE 16.5 ® PAD 405.0 STORM DRAIN ........ .. ------- SEWER MAIN ----s---- SEWER FORCE MAIN -FM -FM - GENERAL DESIGN: • STREET RIGHT-OF-WAY WIDTHS AS SHOWN (SEE TYPICAL SECTIONS). • ALL STREET DESIGN TO CONFORM TO CITY OF CARLSBAD PRIVATE STREET STANDARDS (INCLUDES STREET LIGHTS) • EASEMENTS WILL BE PROVIDED AS REQUIRED BY THE CITY ENGINEER. • ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. • FINISH GRADES & PAD LIMITS SHOWN HEREON ARE APPROXIMATE ONLY AND ARE SUBJECT TO CHANGE IN flNAL ENGINEERING SUBJECT TO CITY ENGINEER APPROVAL. • EXISTING CONTOURS ARE PER AERIAL AND FIELD SURVEYED TOPOGRAPHY (AERIAL SURVEY DATED: 1999 SOURCE PHOTOGEODETIC CORPORATION • CUT AND FILL SLOPES AS SHOWN, MAXIMUM SLOPE RATIOS SHOWN ARE CONTINGENT UPON FUTURE SLOPE ANALYSIS BY A SOILS ENGINEER. MAXIMUM CUT OR flLL SLOPE HEIGHT IS 15 FEET EXCEPT AS SHOWN HEREON. • SLOPES LESS THAN 2' IN HEIGHT ARE NOT SHOWN, • PRIVATE DRAINAGE SYSTEMS REQUIRED TO DRAIN REAR YARDS AND OlliER MINOR AREAS ARE NOT SHOWN HEREON BUT MAY BE INCORPORATED INTO FINAL DESIGN Af3 REQUIRED, • ESTIMATED GRADING QUANTITIES: CUT (C.Y.) flLL (C.Y,) --------------- TOTAL YARDAGE 28,600 28,600 EXPORT YARDAGE O GRADED AREA: 5.28 ACRES CUBIC YARDS PER ACRE OF GRADED AREA: 5,417 CY PER ACRE GENERAL NOTES: • GROSS AREA Willi IN OWNERSHIP BOUNDARY: 21. 9 ACRES± • GROSS AREA WlllilN SUBDIVISION BOUNDARY: 21.9 ACRES± • GROSS AREA WlllilN OWNERSHIP BOUNDARY DISTURBED: 5.28 ACRES± • % OF GROSS AREA WITHIN OWNERSHIP BOUNDARY DISTURBED: 24.1 % ± • % OF GROSS AREA WITHIN OWNERSHIP BOUNDARY UNDISTURBED: 75.9% ± • NUMBER OF LOTS: 5 (BUILDING SITES) 1-PRIVATE STREET 1-0PEN SPACE LOT • TOTAL NUMBER OF LOTS: 7 ( 6 PLUS ONE OPEN SPACE PARCEL) • TOTAL ADT 5 x 12 ADT/UNIT= 60 ADT • MINIMUM BUILDING LOT SIZE IS (0.85) ACRES. • AVERAGE BUILDING LOT SIZE IS 0.99 ACRES • CITY OF CARLSBAD ZONING R-1-30,000 EXISTING: , PROPOSED: SAME • MULTIPLE flNAL MAPS MAY BE flLED IN ACCOR0/1NCE Willi THE PROVISIONS Of ARTICLE 4 Of SECTION 66456.1 OF THE SUBDIVISION MAP ACT, SO LONG AS SUCH MAPS ARE A RESONABLE EXTENSION Of PUBLIC SERVICES. • DWEWNG UNITS PER ACRE: ALLOWED: 1.00, PROPOSED: 0.91 (GROSS) • SETBACKS TO CONFORM TO ZONE REGULATIONS . • NO SPECIAL ASSESSMENT ACT PROCEEDING PROPOSED AT THIS TIME . • PARK IN LIEU FEES TO BE PAID. DATE OF PREPARATION: MAY 18, 2011 NO. DATE REVISION 1 2 3 4 5 6 . 7 8 9 SHEET 1 OF 3 SHEETS J.N. 170-1 ! I I I I I 11 I ! \ \ ,' I \ \ \ \ \ ' \ l \ I I \ l I I I I I ! i PREPARED BY: CONSULTING Planning Engineering SuJ'Veying 9555 Genesee Avenue, Suite 200 S11n Diego, CA 92121. {858) 587-8070 i I F· 170-1 SCE-'N 1701SCE2.dwg 6 7 2011 12,2L41 PM PDT ' / / \ I \ / l \ \ 0 ' ' ' 50 ' ' \ 100 GRAPHIC SCALE 1 "=50' ' I 150 200 ' ' .. LQJ..313·· MAP 14340 •.:>-:..r·- ",LOT 37 MAP' 1434'0 '?~FESS r,... "'-"' -0 '1'-~ 0. 48153 ~ P. 6/30/12 ~ 0 I V I "dt'r: OF c,11.1..I~ '-<)~/ " j CROUNI) OBSCUHf.D 8Y D£NS£ fR:Ei DATE MAY 18, NO. I l I ' \ OF PREPARATION: 2011 DATE 1. THIS PROJECT HAS AN AGREEMENT WITH THE ADJACENT DEVELOPER (CT 97-16), TO MODIFY THE IMPROVEMENTS IN THEIR TEMPORARY CUL-DE-SAC AT THE END OF EXISTING TWAIN AVENUE, THE REMOVAL OF A RETAINING WALL AT THE END OF THE TEMPORARY CUL-DE-SAC, PERMISSION FOR LOT 38 OF TRACT 97-16 TO EXTEND A SLOPE ONTO LOT 5 OF THIS PROJECT. LOT 5 OF THIS PROJECT WILL GRANT AN EXCLUSIVE USE EASEMENT OVER THE SLOPE EXTENDING ONTO LOT 38 OF CT 97-16 AND LOT 38 WILL RECIPROCATE BY GRANTING LOT 5 OF THIS PROJECT THE RIGHT TO DRAIN THE PORTION OF THE SLOPE FACING LOT 38 ONTO LOT 38. A COPY OF THIS AGREEMENT HAS BEEN FILED WITH THE CITY. 2. THE ONSITE DRAINAGE FOR THESE LOTS WILL CONTAIN EARTHEN-SWALES DRAINING INTO GRASS-LINED CHANNELS TO REMOVE POLLUTANTS BEFORE EXITING THE LOTS. 3. THE PRIVATE SEWER FORCE MAIN SHOWN ON THIS PLAN IS SHOWN SCHEMATICALLY FOR DISPALY PURPOSES. LOTS1 ,2 & 3 WILL HAVE THEIR OWN PRIVATE SEWER FORCE MAIN. REVISION SHEET 2 OF 3 SHEETS -, 330- 320- 310- 10 • ~/y &JJ PREPARED BY: ~~; -- L INDMARK CONSULTING Planning Engineering Surveying G556 Genesee Avenue, Sul1e 200 SanCiei;,o,CA S12121,(858)587•B070 ~/>--. (Yt✓ 0 ~(UJ~~u ~[N]u~~l <e©[N]f(Q)[pJ~~[N]<e~ ~~[}={]~~~u f(Q)[pJ LI~[Mu ~ u~,~~ ~~[p) (Q)[F CC~LIV (Q)[F (C~[Ri[L~[B3~[Q), LilRi~CCLI <Cu □@~□(0)(63 HP ELEV = 327.54 HP STA = 10+54.20 PVI STA = 10+60 PVI ELEV = 327.60 20' vc PVI STA = 11+00 PVI ELEV = 326.50 60.00' vc . ' . ' ' ! . ' ' ' ' ' ' ' HORIZONTAL: 1 "= 2d' VERTICAL: 1''= 4' 17 ' ~ / • TC=CL + o.o~· UNLESS OTHERWISE jSHOWN I , ---.. --·· ·-·-·-·-----·-·--•· -~ . ---· -, \f.J ½=::.s o~=-~~~~~~_::;;:t=_:-.-r. t------320 20 40 60 80 GRAPHIC SCALE ' PVI STA ~ 12+50 PVI ELEV [= 304.00 4ciVC 1WAIN C1. v1. pS1.~ - FM FM 3~0 . (() FM FM 0. 48153 !,J . 6/30/12 >Jo- C' I V I '-~,'<le OF CALI~ I \ j COVENANT OF E~: ~ ~c EC ~ ---s;;::: '" '-... .. I .II II I I I ' ! i ! ! ! I DATE OF PREPARATION: MAY 18, 2011 NO. DATE REVISION w~ I 1 I 1. I 2 Oo 3 -t,.) 4 w~ SHEET 3 OF 3 SHEETS : I