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HomeMy WebLinkAboutCT 02-06; KIRGIS; Tentative Map Exhibitt<) 't--C "- ~ ~ ~ ~ \) . ::;: ti) i:::: I ~ ~~ ~ ~t ~ ~ " CITY OF HIGHWAY PACIFIC OCEAN VICINITY MAP NO SCALE OCEANSIDE /8 ----Q C,1¼/tvo SITE • AVE CITY OF ENCINITAS NOT TO SCALE CITY OF SAN MARCOS CONSISTENCY DETERMINATION EXHIBIT MICHAEL J. HOLTZMILLER, PLANNING DIRECTOR RECOMENDED BY: DATE: IP. 56' 4.5' 5.5' 18' 18' 5.5' DATE: IP. 4.5' ¥'~· -i' / / ' 2% 2% 2% / . L_ -c=---------=------=---·· ~zza,,Z,,Z, 7-ZRZmzzm~ ~ ~ ,i,_.,-t " . 6" TYPE "G" CURB & GUTTER OFFSITE PUBLIC STREET PROPOSED PER CT 97-16 SUBDIVIDER: PERGOLA INC. C/0 BRIAN C. REGAN SHAMROCK ENVIRONMENTAL 1811 ROCK SPRINGS RD. SAN MARCOS, CA. 92069 TEL 760-480-6062 OWNER: KIRGIS 1996 TRUST 4452 HOCKADAY DRIVE DALLAS, TX 75229 DESIGN & DEVELOPMENT PUBLIC UTILITIES AND DISTRICTS: 6' SCREEN WALL GAS AND ELECTRICITY: .................................. SAN DIEGO GAS AND ELECTRIC COMPANY TELEPHONE: . ................ ............................. . PACIFIC BELL FIRE PROTECTION: . ................. ....... . . .. CITY OF CARLSBAD SCHOOLS: ... CARLSBAD UNIFIED SCHOOL DISTRICT WATER: ......................................................... CITY OF CARLSBAD SEWER: .......................................................... CITY OF CARLSBAD IP. 5.5' LOOKING NORTH N.T.S. 43' MIN 16' MIN VARIES 2% - 16' MIN VARIES 2% - Ii'. 3' RETAINING WALL 6" TYPE "G" CURB & GUTTER PRIVATE DRIVEWAY SECTION Ii'. LOOKING NORTH N.T.S. 12' TRAIL EASEMENT LOOKING WEST N.T.S. ENGINEER OF WORK: SHAMROCK ENVIRONMENTAL DESIGN & DEVELOPMENT 1811 ROCK SPRINGS ROAD s.AN MARCOS, CA. 92069 PHONE: (760)-480-6062 FAX: (760)-735-459 . . , '/ ' (// / • RE, 1 AN 1 I v 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. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, ON NOVEMBER 16, 1896. ASSESSOR'S PARCEL NUMBERS: 212-010-03 LEGEND: STREET ELEVATION ................................................................. . 16.5 STREET GRADE (DOWNHILL) SUBDIVISION BOUNDARY ................................................................................. ----- LOT NUMBER ............................................. . 0 PAD ELEVATION ............................................................................................. . ! 4os.o I PROPOSED SLOPE (ALL SLOPES 2: 1 EXCEPT WHERE NOTED) ....................... . SLOPE VARIES .............................................................................................. . DAYLIGHT LINES. ............................................. . ACCESS RIGHTS TO BE WAIVED ....................... . /////// WATER LINE (EXISTING/PROPOSED)_ ............................................................... -(W}--W- STORM DRAIN (EXISTING/PROPOSED) ................. . ·······-------------------··-········· =(SD)--so------- 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 FINAL ENGINEERING SUBJECT TD 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 FILL 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 OTHER MINOR AREAS ARE NOT SHOWN HEREON BUT MAY BE INCORPORATED INTO FINAL DESIGN AS REQUIRED. • ESTIMATED GRADING QUANTITIES: CUT (C.Y.) FILL (C.Y.) ------------'c:.._-'------=--'-=-'-- TOTAL YARDAGE 36,000 27 ,:lllle EXPORT YARDAGE 8,700 GRADED AREA: 5.48 ACRES CUBIC YARDS PER ACRE OF GRADED AREA: 6,569 CY PER ACRI!: GENERAL NOTES: • GROSS AREA WITHIN OWNERSHIP BOUNDARY: 21.9 ACRES± • GROSS AREA WITHIN SUBDIVISION BOUNDARY: 21.9 ACRES± • GROSS AREA WITHIN OWNERSHIP BOUNDARY DISTURBED: 5.48 ACRES± • % OF GROSS AREA WITHIN OWNERSHIP BOUNDARY DISTURBED: 25% ± • % OF GROSS AREA WITHIN OWNERSHIP BOUNDARY UNDISTURBED: 75% ± • 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 (0.81) ACRES. • AVERAGE BUILDING LOT SIZE IS 1.02 ACRES • CITY OF CARLSBAD ZONING R~1-30,000 EXISTING: , PROPOSED: SAME • MULTIPLE FINAL MAPS MAY BE FILED IN ACCORDANCE WITH THE PROVISIONS OF ARTICLIE 4 OF SECTION 66456.1 OF THE SUBDIVISION MAP ACT, SO LONG AS SUCH MAPS ARE A RESONABLE EXTENSION OF PUBLIC SERVICES. • DWELLING 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: DECEMBER 29, 2000 NO. DATE REVISION 1 FEB 2, 2001 REV DRIVEWAY, APN, TITLE 2 JUNE 19, 2001 REV PAD EL, PAD SIZE 3 1-28-02 FIRST OFFICIAL TM SUBMITTAL TO CARLSBAD 4 8-19-02 RESPONSE TO 6-28-02 COMMENTS 5 1-14-03 RESPONSE TO 1-10-03 COMMENTS 6 3-28-03 RESPONSE TO 2-25-03 COMMENTS 7 8-25-03 REV SEC SLOPE/ REM REF TO REMAINDER PARCEL 8 9 STORM DRAIN: ............................................... CITY OF CARLSBAD SHEET 1 OF 13 SHEETS CPa©~~ ~[F)(F5a □[N]~~ CPa©~[Q)~ ~~[NJ rt¥ll~CPa~©~~ ~~ ®~@®® 7®@=d1J.~@=®@®~ J.N. 1016 lC') ~ () ~ Q_ ~ ~ ~ ~ I (/) ~ \\) ....... ~ ~~ ~~ ~ ~~ I 0 f,l \ u~m OF 100 ''OR OPE'.N SPACE ®-LOT ·/"' . SWA!.[S TO "'-r--tt-;,. END 1N GRJ\SS LINED CHANN!'.:L,; BEFORE LEA\llt!G p,110 a, \ ON-LOT SWALES TO END IN GRASS UNFO CHANNELS flEFORE LEAVING PAD S E'ASEMENT RE-WALL 6' MAX (lYP PAD 3O6.G AflEA= ·; . 05 :I: AC FM · 26 ' C ,_, . F ,_,_ C P1-D 282 .J 0 ~ ..... --':,~ D-41 &~ ENE>'lGY DISS IPATOR FL=~'.80.0± W 20 x 20 RIP RAP BLANKET ARE.l\-:0.92± AC. PAD 32'3.5 C 70' < ' 6c. C F PAO 308 5 AREA=0.80± AC 69' . l.!Mtr (jJ; IOI) FOO ~Ol'EN SPACE ;,, \ . ·. c-~ \ ~\ AREA= I .11 ±AC f'AD 326.5 G APPROVED 'tHISISTf!EAPPROVBDTENTATIVR MAPl~ITE . PLAN PllR CONOJTION NO.__]____ .'OF Pl.ANNING C'OMMISSION RESOLUTION NO.~.•~- ~-11~1 Plamillj i-,,t· ~ l)at<:l- 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 THES LOTS WILL CONTAIN : GRASS LINED BIO-SWALES TO REMOVEPOLLUTANTS BEFORE EXITING THE LOTS 3. THE PRIVATE SEWER FORCE MAIN SHOWN ON THIS PLAN IS SHOWN SCHEMATICALLY FOR DISPALY PURPOSES. LOTS1 ,2,3, & 4 WILL HAVE THEIR OWN . PRIVATE SEWER FORCE MAIN. j PROPOSED OPEN SPACE EASEMENT 16.43± ACRES ' ; " ' I ; .' ·, ' ' DATE OF PREPARATION: CONSISTENCY DETERMINATION EXHIBIT DECEMBER 29, 2000 NO. DATE REVISION 1 FEB2,2001 STREET WIDTH, CUL-DE SAC, PADS 50 100 150 200 MICHAEL J. HOLTZMILLER, PLANNING DIRECTOR DATE: 2 JUNE18, 2001 REDUCE PADS ADD SD GRAPHIC SCALE 1 "=50' RECOMENDED BY: DATE: 3 MARCH 19 200 4 9-11-2002 5 3-28-2003 6 8-21-2003 LOWER PADS 2 5 REVISE-LOT LINES REVISE-TRAIL/SUBDIVISION BOUNDARY REVISE-TRAIL/ ENTRY ISLANDS SHEET 2 OF 13 SHEETS ~[]=={]~[Ml] CPd CQl ~ ~ ~ [NJ '¥70 CPd CQl [NJ U¥ll [E [NJ u ~ IL [Q) [E ~□@[NJ ~ [Q) [E'0' [E ILCQl [pl [Ml] [E [NJ u il ® il il CPd CQl ~ ~ ~ [pl CPd D rNJ@ ~ CPd CQl ~ [Q) ~ ~~ rNJ U¥ll ~ CPd ~ CQl ~ ~ ~ ~ ®~@®® "F®@=dtl.®@=®@®:Z }-{) ½-0 l<) (\._ ~ ~ ~ (::) I Cl)j:::_ \\) ~~ ~ " ~~ ~ ~" 0 20 40 GRAPHIC SCALE 320 DATUM ELEV 290.00 I I 60 80 0.50% 0 0 "' N "' a a N -+ "' 0 N -"' II II c;j ;o: _, (/) w -- (L (L A - oo ..-o + '° ON -"' (/) w u u Ei:) 65 -0.50% ,. PVI STA = 10+60 PVI ELEV = 324.47 A.D. = -11.64 K = 3.44 40.00' vc A 0) "' ..; N "' 0 -CX) co + -0 N -"' .. .. u u c;j G'i ~ ----...... -1 4-,29:!{ <D r--- (lJ "' • • • ' ' • • 't0 \j'J-~ [1) 6 tO ~ ~ ~ PVI PVI I 0 CX) "' -+ 0 ---"' en w 0 0 > 6i OJ ~ -"' --"' " , o::J r--- STA = 12+00 ELEV = 304.47 A.D. ~ 9.27 K ~ 8.63 80.0 • vc 0 ... "' 0 "' U) N 0 I 0 co ... ... + N N 0 -"' (/) w ~ u G'i -~.01 .,. • ------ VESS/ c.' I ., 3 ' 9 I V I '- CA\. APPROVED 11115 IS THE APl'ROVl!D Tl!NTATIVll MAP/SITE PLAN Pl!lt CONDmON NO.. ] OF PI.AN1'Ht-10 COMMISSION RESOUJTION NO.:za;!J:Jte ::='-"::~'1"!--tl~O~(, CONSISTENCY DETERMINATION EXHIBIT MICHAEL J. HOLTZMILLER, PLANNING DIRECTOR RECOMENDED BY: DATE: DATE OF PREPARATION: SEPTEMBER 13, 2002 NO. DATE REVISION 1 2 3 4 5 DATE: SHEET 3 OF 13 SHEETS ~ [)={] ~ M IR3 (Q) (C [}:{ ~ [NJ '»-Jn IR3 (Q) [i\l] M ~ [i\l] 1F ~[L [Q) ~ ~ D@ rNl ~ [Q) ~'¥7 [; [L (Q) [p) M ~ [NJ 1F il ® il il lRi (Q) ~ [}:{ ~ [FD IR3 0 [i\l]@ ~ [R3 (Q) ,,~,JQ) 9 ~~ [NJ M ~ ~ ~ (Q)~ 9 cc~ ®~@®® u"®(Q)=~®@=®@®~