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HomeMy WebLinkAboutMS 96-09; UNION PACIFIC RR - COLLEGE/SALK/FERMI CT; Tentative Map ExhibitLINE Ci ---C2 C3 ---·-C4 C5 C6 C7 CB C9 ~----~--C!O C11 C12 C13 C14 C15 C16 C17 LINE L1 L.2 L3 L4 L5 L5 L7 LB L9 L10 Ll 1 L12 L13 f-----~-~~ L14 8/IJEWl/lK f'CC. Sice'WALI<, K/W /OZ' /0' 41' 41' /(J' ~_._~-"""Jz'""• ---9-• -1--, --~_,t"'-,----+'5_5C ,.~s11.JEWALK 'J---1-=i---~'-'------l--'--'--'--+--'-'--------i-t ii ' ~• l.WC. MEOIAll----._t----.i__ ClfJUJ, T tf'/CAl zr,_ . , l . .t.J', TY~ CITY TENTATIVE ---.-:::.....± 1----.... f'CC ((IRS AND 0(JJ7cl!, ~ TYPICAL SECTIONS TYPICAL SECTION COLLEGE BOULEVARD ,• T'/f'E •,;• w,c,i i GUrTi!i<: DELTA RADIUS 18 '57' 32" 90.00' 18 "36 '58" 90.00' 55 '55' 31" 60.00' 108 '43'50" 60.00' 93'11'33" 25.00' 90 '34 '34" 25.00' 76'08'24" 20.00' 101 '23' 02" 20.00' 03·21·20·· 2636.00' 00'27'21" 2636.00' 85 "03' 13" 25.oo· 25 '25' 34" 2051.00' 06"41"09" 2051.00' 29'12'28" 1349. 00' 10'45'26" 2063.00' 09'43'58" 1349.00' -~-,--·--19'28'30" 1349.00' BEARING DISTANCE S05'46'33"E 41.41' N05'46'33"W 41. 95. S56'32'41"E 16.29' SB0'31'37"E 47.02' S74.25'24"E 13.7B' N74 '32'41"W 7.00' N24'30'23"W 50.00' S12'57' 17"W 50.00' S18 '26' 06"E 49.67' S74'25'24"E 139.20' N06'03'59'W 100.00' N74'25'2~"W 162.B1' N74'25'24"W 49.13' S23'0B'29"W 169.20' ARC 29.78' 29.24' 58.56' 113.86' 40.66' 39.52' 26.50' 35.39' .. ~~~-154.48' 20.97' 37.55' 910.17' 239.33' 687.68' 387.33' 229.16' 45B.53' SCALE -.___; ' ~I lJJ 1',0P>ll RUTHERFOR~O __ __,_, VICINITY MAP NO SCALE THOMAS BROS.MAP, PAGE 1127, C 8 0-1 1 " 100 SALK AVENUE / FERMI COURT 100' SCALE IN FEET 0 JOO - ---w--- 200 300 I I ' I LEGEND EXISTING ELEVATION CONTOUR EXISTING CURB INLET/STORM DRAIN PIPE EXISTING STREET LIGHT EXISTING FIRE HYDRANT EXISTING 14" WATERMAIN i i (D EXISTING WATERMAIN PRESSURE REDUCTION VAULT @ EXISTING WATER METER @ EXISTING TELCO MANHOLE @ EXISTING TRAFFIC SIGNAL POLE NO SCALE NO SCALE 14' & YAI!. / 84 l'/CUT <KIST /"EDGe OF l'VMT. El.. CAMINO RfAL g• 1/fMOYf. ElSf PVMr NO SCALE ® © LEGEND EXISTING CONCRETE SPILLWAY EXISTING 6" CURB & GUTTER WITH 5.5' SIDEWALK EXISTING STORM DRAIN EASEMENT TO BE VACATED EXISTING SEWER & STORM DRAIN EASEMENT TO 13E VACATED EXISTING STREET TO BE VACATED ON PARCEL MAP @ PROPOSED 20' STORM DRAIN EASEMENT @ PROPOSED 30' SEWER & STORM DRAIN EASEMENT ® EXISTING DRAINAGE EASEMENT RECORDED 7-15 .. 85 AS FILE/PAGE NO. 85-25·1149 PROPOSED TO BE QUIT CLAIMED TO OWNER OF SUBJECT PROPERTY LEGEND CD PROPOSED SIGHT DISTANCE CORRIDOR NOTE: NET LOT ARJ,IIS SHOWN HEREON ARE BASED ON GROSS LOT AREA LESS ANY EASEMENTS AS REQUIRED TO ESTl\!lLlSH LOT SIZE TO SA'rISFY CI1'Y ZONING MINIMUM LOT SIZE REQUIREMENTS. OF CARLSBAD PARCEL MAP DATE OF PREPARATION: NOVEMBER I, 1996 LEGAL DESCRIPTION NO .MS 96-0~1- LOTS 76 THROUGH 81, INCLUSIVE, OF CITY OF CARLSBAD TRACT NO. 85-24, UNIT NO. 5 CARLSBAD RESEARCH CENTER, CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 12815. ASSESSOR'S PARCEL NUMBERS 212-130-1 212-130-2 212-130-3 2l2-130-4 212-130-5 212-130-6 OWNER UNION PACIFIC RAILROAD CO. P.□. aox 2500 BROOMFIELD. CO 80038 SUBDIVIDER HAMANN CONSOLIDATED 475 W. BRADLEY AVE. EL CAJON, CA 92020 (619) 440-7424 ENGINEER OF WORK APPROVED SPEAR & ASSOCIATES, INC. 1115 EAST PENNSYLVANIA AVE. ESCONDIDO. CA 92025 (619) 737-7272 NOTE: THE DEVELOPER MUST APPLY FOR AND OBTAIN A REAPPORTIONMENT OF THE ASSESSMENTS IMPOSED ON THE SUBJECT PROJECT IN ACCORDANCE WITH LAW GOVERNING THE ASSOCIATED COLLEGE BLVD. ASSESSMENT DISTRICT OR THE ASSESSMENTS MUST BE PAID IN FULL. THE DEVELOPER SHALL PAY ALL ASSOCIATED COSTS OF SAID REAPPORTIONMENT, THE APPLICATION SHALL BE SUBMITTED WITH THE APPLICATION FOR THE PARCEL MAP. NOTE: THE DEVELOPER SHALL ENTER INTO AN AGREEMENT WITH THE CITY TO PAY A PROPORTIONATE SHARE OF THE DESIGN AND CONSTRUCTION OF A FULLY ACTUATED TRAFFIC SIGNAL AT THE INTERSECTION OF COLLEGE BLVD. AND SALK AVE. THE PROPORTIONATE SHARE SHAL.L. BE AS DETERMINED BY THE CIT) ENGINEER, THE FORM AND CONTENT OF THE AGREEMENT SHALL BE APPROVED BY THE CITY ATTORNEY PRIOR TO RECORDATION OF THE PARCEL MAP, GENERAL NOTES: 1. WATER SERVICE BY: CARLS8AO MUNICIPAL WATER DISTRICT. 2. SEWER SERVICE BY: CARLSBAD SEWER DISTRICT. 3. FIRE SERVICE BY: CITY OF CARLSBAD FIRE DEPARTMENT. 4. HIGH SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT. 5. ELEMENTARY SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT 6. EXISTING AND PROPOSED ZONE: C.M. 7. GENERAL PLAN DESIGNATION: P.I. 8. DEVELOPMENT CLASSIFICATION: INDUSTRIAL 9. AVERAGE DAILY TRAFFIC: 6. 000-10, 000 10. SITE AREA: 51. 977 ACRES 11. DIRECT ACCESS RIGHTS FOR ALL LOTS ABUTTING EL CAMINO REAL AND ABUTTING COLLEGE BOULEVARD SHALL BE WAIVED ON THE PARCEL MAP. 12. DIRECT ACCESS RIGHTS FOR PARCEL 1 AND PARCEL 3 ABUTTING SALK AVENUE SHALL BE WAIVED ON THE PARCEL MAP. 13. NET DEVELOPABLE AREA: PARCEL 1 -11.591 ACRES PARCEL 2 -3.410 ACRES PARCEL 3 -3.560 ACRES PARCEL 4 -2.240 ACRES PARCEL 5 -5 708 ACRES L----------------------------------------------------------------------------~~~~~~~~~, ... SPEAR 8 ASSOCIATES, INC, JOB NO, 96-202 C -208 - ..