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Home My WebLink AboutCT 89-35; VISTA SAN MALO; Tentative Map ExhibitNQTES DEMOLITION ALL EXISTING BCILDINGS, STRUCTURES, AND VEGETATION TO BE DEMOLISHED AND REMOVED FROM THE SITE. FIRE PROTECTION AN EXISTING FIRE HYDRANT IS IN PLACE ON THE SITE AT THE INTERSECTION OF TUTTLE STREET AND LAS FLORES DRIVE. THIS HYDRANT MAY NEED TO BE RELOCATED DURING CONSTRUCTION OF STREET WIDENING. ANOTHER HYDRANT EXISTS AT THE INTERSECTION OF LAS FLORES DRIVE AND JEFFERSO)I; STREET AND IS WITHIN 110 FEET(-±,.) OF THE WESTERLY BOUNDARY OF THE SITE. A THIRD HYDRANT EXISTS ALONG THE EASTERLY SIDELINE OF TUTTLE STREET APPROXIMATELY 180 FEET(-±..) NORTHERLY OF ITS INTERSECTION WITH BUENA VISTA AVENUE. THIS HYDRANT IS 250 FEET C.±J FROM THE SOUTHEAST CORNER OF THE SITE. THIS PROJECT PROPOSES NO ADDITIO1'iAL FIRE PROTECTION ABOVE THE CCRRENT LEVEL PROVIDED. STREET LIGHTING FIVE STREET LIGHTS ARE IN PLACE ALONG LAS FLORES DRIVE BETWEEN ITS INTERSECTION WITH JEFFERSON STREET AND THE BRIDGE OVER INTERSTATE 5. TWO POLE MOUNTED STREET LIGHTS EXIST NEAR THE INTERSECTION OF TUTTLE STREET AND BUENA VISTA AVENUE. THIS PROJECT PROPOSES LIGHTING ITS PRIVATE STREET WITH THREE DECORATIVE, LOW LEVEL LIGHTS. PUBLIC UTILITIES A 14" WATER MAIN EXISTS WITHIN TUTTLE STREET AND AN 8" WATER MAIN EXISTS WITHIN LAS FLORES DRIVE, BOTH ADJACENT TO THE SITE. THIS PROJECT PROPOSES USING BOTH MAINS TO SERVICE THE FOUR PROPOSED HOMESITES AND COMMON AREA. THE SITE IS PRESENTLY CONNECTED TO THE CITY SEWER SYSTEM LOCATED ALONG THE CENTERLINE OF LAS FLORES DRIVE. THIS MAIN IS 8" IN DIAMETER. ANOTHER SEWER MAIN IS IN PLACE 17' WESTERLY OF THE CENTERLINE OF TUTTLE STREET. THIS MAIN IS 6" IN DIAMETER AND DEAD ENDS 30' SOUTHERLY OF THE SITE. THIS PROJECT PROPOSES CONNECTING ALL FOUR HOMESITES TO THE 8" SEWER MAIN IN LAS FLORES DRIVE. GAS MAINS EXIST WITHIN LAS FLORES DRIVE ADJACENT TO THE SITE AND WITHIN TUTTLE STREET TO A POINT APPROXIMATELY 45' SOCTHERLY OF THE SITE. EITHER GAS MAIN COULD BE EMPLOYED TO SERVICE THE PROPOSED PROJECT. ELECTRICITY AND TELEPHONE SERVICE ARE PRESENTLY PROVIDED TO THE SITE BY AERIAL DROPS FROM A DEAD-END POLE WITH ANCHOR GUY LOCATED AT THE SOUTHWESTERLY CURB RETURN OF LAS FLORES DRIVE AND TUTTLE STREET. THIS PROJECT PROPOSES UNDERGROUND ING THESE SERVICES FROM AN EXISTING POWER POLE LOCATED AT THE NORTHWEST CORNER OF THE SITE. PUBLIC AND PRIVATE STREETS LAS FLORES DRIVE IS ADJACENT TO THE SITE'S NORTHERLY BOUNDARY. THIS STREET HAS A MINIMUM RIGHT-OF-WAY WIDTH OF 60' AND IS FULLY IMPROVED. THE ROADWAY WIDTH FROM CURB TO CURB IS 40'. TUTTLE STREET IS ADJACENT TO THE SITES EASTERLY BOUNDARY. THIS STREET HAS A RIGHT-OF-WAY WIDTH OF 44'. THE EASTERLY HALF OF THE ROADWAY IS FULLY IMPROVED AND 12' OF THE WESTERLY HALF IS PAVED WITH ASPHALT PAVEMENT. THIS PROJECT PROPOSES IMPROVING TUTTLE STREET ALONG ITS EASTERLY BO UN DARY LIMITS ACCORDING TO THE TYPICAL SECTION SHOWN HEREON. (SEE APPROVED PLANS TITLED "TUTTLE STREET BETWEEN BUENA VISTA & LAS FLORES IMPROVEMENT PLAN & PROFILE" AS SHOWN ON CITY OF CARLSBAD DRAWING NO. 161-7, SHEET 6 OF 6, PROJECT NO. 70•16.) THIS PROJECT ALSO PROPOSES CONSTRUCTION OF A PRIVATE STREET 32' WIDE ANO A CUL-DE-SAC WITH A 38' RADIUS. THIS PRIVATE STREET WILL SERVICE THREE OF THE FOUR PROPOSED HOMESITES AND PROVIDE PARKING FOR VISITORS. TRAFFIC IT IS ESTIMATED THAT THIS PROJECT WILL GENERA TE 40 TRIPS PER DAY. THIS ADT IS PROBABLY LESS THAN THAT CURRENTLY GENERATED BY THE FLOWER STAND NOW IN OPERATION ON THE SITE. TRAFFIC SIGNALS ARE IN PLACE AT THE INTERSECTION OF JEFFERSON STREET AND LAS FLORES DRIVE. DRAINAGE THE SITE PRESENTLY SHEET FLOWS IN A SOUTHWESTERLY DIRECTION WITH RUNOFF MIGRATING TOWARD JEFFERSON STREET AND BUENA VISTA A VENUE. THIS PROJECT PROPOSES INTERCEPTING RUNOFF USING SHALLOW, GRASS LINED SWALES AND CONVEYING IT IN A PRIVATE STORMDRAIN TO A DISCHARGE POINT IN JEFFERSON STREET. A PRIVATE STORMDRAIN EASEMENT WILL BE OBTAINED FOR THIS SYSTEM. THE SUBJECT SITE IS NOT WITHIN AN IDENTIFIED FEMA FLOOD PLAIN. GRADING ONLY MINOR GRADING IS PROPOSED FOR THIS PROJECT, THE MAXIMUM PROPOSED CUT TO FINISH GRADE WILL NOT EXCEED ONE FOOT AND THE MAXIMUM PROPOSED FILL TO FINISH CONTOUR WILL NOT EXCEED THREE FEET. GRADING AS PROPOSED SHALL BE CONSTRUCTED IN ACCORDANCE TO STREET IMPROVEMENT PLANS AND LANDSCAPE PLANS APPROVED BY THE CITY OF CARLSBAD. WESTERAJ .(,4,,uD SURVEY/A'..IG, /A.Jc, W 0. 1358 I' CC/RB, GU~R ,f StCE't</A"-1<'. ........,_r,I,! ,45,=,q,4,.,r P4f/Ek!EA./,r Ou'ER .4GG. 84SE €KIBT/,U6' -C.4S ;C"LCJRES OR:IUE: TYPIC4L SECT/0,<_/ (A/0 .sc4LE) B'n:,t:· TO t.?' IZ' --Z""q I' 'C k'.J /A/ ,(./N K. F£.-</C,E 4T -'E €k/6r/.,UG ~· P,€0P0,5EO TVTTLe STl!!:EET 7YP/C4L 5£C??O,<./ (' A/0 SC4.t__E) ---/,;' -+--/~'---i ~o % n::,3 % ,4§P.,t,/4LT R4 UEM6'!.i T OVeR 4,op,([?OUED 8,45'£' S&:::T/0,U PROA:?S&:? ;q.e/U.4TE .B!),40 7YPIC4L SEC.1//25,U ('AJo BC4LE) as· r \ SHEET 1 OF 2 SHEETS TENTATIVE TRACT MAP SUBDIVISION MAP NO. CT 89-35 GENERAi. INFORMATION· OWNER LAS FLORES LTD. MS. KAY L. SUTTLE P. 0. BOX 1215 CARLSBAD, CA 92008 (619) 431-279f/ ~, ?¼-<z~ ARc'JTECT LYM DESIGN MR. LYNN MAUDLIN 1857 TULE COURT CARLSBAD, CA (619) 438-2110 DEVELOPER HORIZON PACIFIC PROPERTIES MR, RAY ESCANO 800 GRAND AVENUE CARLSBAD, CA 92008 (619) 720 1000 CIVIL ENGINEER WESTERN LAND SURVEYING AND ENGINEERING, INC. MR. FRED J, HUNEMULLER 5850 A YEN IDA ENCINAS CARLSBAD, CA 92008 (619) 438-4480 ,,.,,;t r1~ "L ,'.,,-Jf:, . , e· ~ r . «----~ PROPOSED lJSE AND PRQJRCT DESCRIPTION: --i:: - -·•;i~C/"i.~::i1{)« • ;; ..---~~I ·."'='r.:.// . ,4, •·1 G' PLANNED UNIT DEVELOPMENT, SINGLE FAMILY LAND AREA; 52,746 S.F. (1.21 ACRES) ZONING; RI/RLM FMZ; ZONE 1 EXISTING USE; SFR/RETAIL FLOWER STAND DENSITY; 3.31 PU/A <4 , 2( l'U J •tfl.tlf:.,·I..~ c:.\ ';~'; )'" ~,~~ m1 c:":1n_ . , ,.._ \ [ SJ :., ',' ·cl ,,_ PROPOSED PARCEL AREAS; LOT l -11962 SF LOT 2 -8889 SF LOT 3 -7990 SF LOT 4 -8457 SF LOT 5 -14104 SF NET TOTAL 51402 SF WATER DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT SEWER DISTRICT: CARLSBAD SEWER DISTRICT AVERAGE DAILY TRAFFIC: 10 ADT PER UNIT, 40 ADT TOTAL LEGAL DESCRIPTION A PORTION TRACT 4 OF LAGLNA MESA TRACTS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF '\O 1719, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JCNE 20, 1921, LYING NORTHERLY OF A LINE DRAWN PARALLEL WITH A.\'D 300,00 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID TRACT 4: TOGETHER WITH A PORTION OF THE EAST HALF OF THE ALLEY ADJOINING THE ABOVE DESCRIBED PROPERTY ON THE WEST, AS CLOSED TO PUBLIC USE ON JANUARY 9, 1941, BY ORDER OF THE BOARD OF SUPERVISORS. A CERTIFIED COPY OF SAID ORDER WAS RECORDED I'.'/ BOOK 1251, PAGE 218 OF OFFICIAL RECORDS. I..AGU/4I4 VIC/;{//TY M4P ,VJ SCALE ' ... < YI o> . , .. :,- '"-'. ,;';" ""~-' ;JJ;J___Jf____ • • • z 0 U) 0-: w u. LL w ---, I , j ___ _ EXIST. 8" SEW E Fl:::,. PROP' o._,,s,...E""D--A--"M:!.lH.L__ EXIST. HP GAS, . -- EXIST. 8" WATER -.. ---STOP -t----=.;..L A....:....;:S_F LORES sa9"'25' 30" c· OSED TUTTLE STREET DEDICATION TO THE CITY SBAO ON FINAL MAP D R I V;___::E::;______ TUTTLc: sr,e,s;sr U//0€AJ//UG !--- lJ...J w er: ~ l/) PROi'GSEil 8' WIDE ?R!VATE SEWER EASEMENT TO ilE SRA~1ED AS CGVE~ANT DF EAS£MENT. _,,,_..__:__ ___ _____,( NO LANDSCAPING OVER 30" PROPOSED 5' WIDE PRIVATE DRAINAGE EASEMENT TO BF GRANTED AS COVENANT OF EASEMENT PROPOSED 6' WIDE PRIVATE DRAINAGE EASEMENT• PROPOSED STORMDAAIN SYSTEM I I IN PRIVATE DRAINAGE EASEMENT) \ '-1. TYPE . A. CURB OUTLET PER/ STD. DWG. D-25_ • 2. 105'X 12' PVC PIPE __- 3_ TYPE 'F' CATCH BASIN PER~ STD DWG. 0-7, / ' 73 ____ !-J , _____,......,. '::: -. ~ ( /ff,(JO • PROPOSEl!J MASONRY WALL ALONG PROPERTY L !NE -~----- (SEE ARCHITECT ·s SITE PLAN) . .[Aft LOT5 _, NOTE: 0 P.IVATE STREET, INCLUDING SIDEWALKS, TO BE GRANTED AS A GENERAL UTILITY ANO ACCESS EASE~ENT TO THE CITY OF CARLSBAD IN HEIGHT IN THIS AREA. I I -I ' . -_ _\ \ .. • \ I • pp BOUNDARY DIMENSIONS [I] S89"25·30"E 99.65' J>ROPOSED CURB DIMENSIONS CD t,= 90•00 oo· R= 10.00· L= 1s.11· (D S35"21'5l"W 81.84' TIJTTLE STREET CENTERLINE DIMENSIONS G_) N 54'38·09" W 262.24' TUTTLE STREET RJGHI,OF WAY DEDICAlrION 'iJJ' N 89'25·30" W' 8.00' w t. = 90" 00 00" R = 20.0(J'l L = 31.42' ~ t.= 55' 12·21" R= 86.00' L= 82.86' [TI t.= 90"00'00' R= 20.00' L=i3L42' [I] t..= ss· 12·21 .. R'= 78.oo· L=17s.1s· ' [TI S54'38·09" E 68.99' m s 35•21•51 .. w 100_00· II] S 54' 38· 09" E 120.00' IT] S35'21·Sl"W 31.65' [[] N 89°25·30" W 233.09' @] N 00'32·42" E 300.00' (I) t..= 99"09 08" R= 20.0'11' L= 34.61' CI) t..=256 01·56" R= 38.00' L=lb9.81' (D N 12" 14' 39" E 5b_28' CE') t..= 23'07·12· R= 52.00' L= 20.98' (j) N 35·21·51" E 71.84' (D 11= 90°00 00" R= 2000' L= 31-42' ® N54'38·09"W 9.99' @ t..= 55· 12·21· R= 71'>-00' L= 73.23' @ t.= 90'00·00' R~ 30.00' L~ 47.12' !!.= 55· 12'21" R= 56.00' ~ 51.96' N oo· 34, 12 .. E so.oo· C ~ I ,I SEWER MAIN CENTERLINE DI¥.NSION & N oo· 32-42• E 2s8.00' WATER LINE CENTERLINE DIMENSION 0 S35"21 Sl·•W lSb.68' H I ; • S 54 "!38 · 09" E 68, 99' ' j_j)..:, N 3~r 21·51" E 8-iOO' ~-I 1 I I i I • I ' .. \ . 0 ,., " w __, <:[ u 1/1 \ TREES TO BE REMOVED SHEET 2 OF 2 SHEETS TENTATIVE TRACT MAP SUBDIVISION MAP NO. CT 89-35 LEQl;,.ND 0-:Q:-INDICATES EXISTING STREET LIGHT PP.• INDICATES EXISTING POWER POLE 6. INDICATES EXISTING WATER VALVE [S:J INDICATES EXISTING STRUCTURE TO BE REMOVED 0 INDICATES EXISTING TREE OR SHRUB TO BEo REMOVED -t.+ INDICATES EXISTING FIRE HYDRANT ~70~ INDICATES EXISTING CONTOUR ELEVATION 73 5 INDICATES EXISTING SPOT ELEVATION --{jJJ INDICATES PROPOSED WATER SERVICE ~ INDICATEoS PROPOSED SEWER LATERAL ◊ INDICATES PROPOSED DECORATIVE STREET LAMP INDICATES PROPOSED CURB INDICATES PROPOSED SIDEWALK INDICATES PROPOSED WHEELCHAIR RAMP INDICATES DIRECTION OF FI.OW FF 75.00 INDICATES FINISHED FLOOR ELEVATION cf-INDICATES TREE TO BE REMOVED FS 73.':>0 INDICATES PROPOSED FINISHED SURFACE ELEVATION INDICATES PROPOSED DRAINAGE SWALE -73-INDICATES PROPOSED FINISHED CONTOUR ELEVATION ......... INDICATES DAYLIGHT (CUT/FILL) LINE GRADING 7" DIAMETER JACARAND-\ TREE t," DIA.METER PFPPt.R TREE ESTIMATED EARTHWORK EXCAVATION 400 CY{±) EMBANKMENT 800 CY(±) IMPORT 400 CY(±) 20" DIAMETER PEPPER TREE JO" DIA.METER rRFE ( fYPL UNJ-,;.NOWN) 12" DIAME I ER AVOCADO TREE 10" DIAMETER AVOCADO TREE SMALL APRICOT TREES JU" DIAMETER TREE:. (TYPI: UNI-s.NOWNJ TYPICAL DRAINAGE SWALE SECTION G (100) = 4.2 CFS G (MAX) = 4. 6 CFS, S = 11, 0 • 1. 1' (#L'I 5C4L£) -;tJ d~"-t_ ~ o~f Z.f. /98~ #vtS,d Pffe /I,, /9.i"J if7.it//2ED ,;17;;., /,' /:J3o A;..£t,/_-,4__, ,kl,(~✓ 2& ':)<l-. ,_ . "'I .. " .. l ~ '~ ~ ... I~ ' .. l ' ~ """ C <_ t< t, Ill ~ ;;: