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HomeMy WebLinkAboutCUP 02-01; OLIVENHAIN MUNICIPAL WATER DIST; Site Plan-0 I ti 0 Q__ ~ c..J GRADING NOTES: 1. PLANS INDICATE APPROXIMATE LOCATION OF GRADING TRANSITION. CONTRACTOR SHALL COORDINATE WITH OMWD TO DETERMINE EXTENT OF GRADING PROGRESS ALONG TRANSITIONAL AREAS BETWEEN THIS WORK AND THAT OF THE ROAD WIDENING PROJECT. CONTRACTOR SHALL MAKE TRANSITIONAL GRADING TO FIT INTENT OF EROSION CONTROL PLAN AND THAT OF OWNER. 2. CONTRACTOR SHALL MINIMIZE IMPACT TO EXISTING GRADING AND SLOPES IN ORDER TO MAKE DAYLIGHT LINE (LIMIT). 3. TERMINATE EDGE OF PAVEMENT TO MATCH EXISTING AND NEW PAVED AREA AND GRADES. 4. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO STAY WITHIN THE EXISTING RIGHT-OF-WAY, PERMANENT EASEMENTS, TEMPORARY CONSTRUCTION EASEMENTS, AND WORK LIMITS SHOWN. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, VEHICLES AND EQUIPMENT, LIMITS OF EXCAVATION, EXCAVATED MATERIAL, AND BACKFILL MATERIAL STORAGE. WHERE EASEMENTS ARE NOT SHOWN, LIMIT CONSTRUCTION ACTIVITIES TO STAY WITHIN ROAD RIGHTS-OF-WAY UNLESS OTHERWISE SHOWN. 5. EXISTING TREES WITHIN THE GIVEN LIMIT OF WORK SHALL BE PRESERVED, PROTECTED, OR SAVED IN ACCORDANCE WITH THE REQUIREMENTS SHOWN ON THE DRAWINGS AND IN THE SPECIFICATIONS. WORK WITHIN 10 FEET OF TREES TO BE SAVED/PROTECTED REQUIRES SPECIAL SHORING AND PROTECTION MEASURES. 6. CONTRACTOR SHALL COORDINATE STAGING AREAS REQUIRED FOR OMWO VEHICLES ANO EQUIPMENT DURING CONSTRUCTION. I /I u ,"-I □ ----MFDIAN CURB 1-tJR UJ 1 TURN LANE TO RE DELE I ED STA 41+1~.oo. 7.84' LT PCC 1200' RADIUS L ~ 212.62' ~ ~ 10.15" STA 41+25.00, 6.00' RT. PCC ~-MOD MEDIAN CURB W/ CUTTER CURB DETAIL, AS REQUIRED BY THE CITY OF CARLSBAD, PROVIDED BY OTHERS SlA 43+,52.56, 6.00' LT, ac 3.6/' TANGENT--~-)\ STA 43·1 28.B7, 6.00' LT, PT \~ -,IFOIAN CURB I\.J-l'aa MEDIAN CURB FOR LEFT TURN LANE TO SE DELETED / / / / / / EXISTING / / OFFICE ANO '-.,. WAREHOUSE / ( BLDG"B" '-.,. / /"' '-.,. / /' '-.,. /'-. '-.,. / / '-., "" z / ') EXISTING '-.,. / ADMINISTRATION ) / BLDG"A" / / /"'-v/ " '-.,. / / '-.,. / V ) / ~ / / I I / / \ .. ~100YEAR INUNDATION SEE SHTG-2 .-.-, \ \ \EXISTING\ \METAL \ BLDG \ \ \ \ \ .-) .- REF. PROJECT NO. 3360-913 ,,,-----CITY OF CARLSElAD/ENCINITAS -J WIDENING OF OLr✓ENHAIN RD OLD OLIVENHAIN ROAD . 51 ~PROPOSED ROADWAY _ . _ .. ~ .. \ ,J ..-•·-- BY OTHERS --------___ ..,._.. .... ""1:rn;E_ PAVING~----- ---------------------~-----/ REF SHT 5 (PROJECT NO. 3860) .,-<? _.-s-EARTHWORK CUT LIMITS I SEE DWG C-2 \_ ~ EXISTING GRADES MAINTAINED IN THIS AREA INITIATE CURB AT GATE (TYP). EDGE TO MATCH EXST PAVING 1114.0 FG -_ ..... \ \ \ ( __ ,..O:G~~ 1 FOR ~-=ING LIMI:-_-_--::-,_ ~ \\ - ~=---==---~ =---~ ~ ~--1,---- --11- .,,...-_ ~LIMIT OF GRADING 11 ....--..... '\._ / f. hl---. JMATCH EXST RADE CONCRETE VALLEY 1 GUTTER (2260) I PHASE I --\ \ EXISTING BARN \ \ BLDG "F" \ REF SHT 11 (PROJECT NO. 3860) DWG 399-1 FOR ACCESSN0.2 w CH2MHILL ~ 402 West Broadway, Suite 1450 ~ San Diego, CA 92101 (619) 687-0110 ( ,,------' ----------- TEMPORARY EARTHWORK SPOILS. COOROINA l[E HAUL-AWAY WITH OMrD 6 15:1 10:1 ,~ -. =-..--c-=::-c-_=-:-::_ ~---=--~-=~-~--=-~--=-:--:-_J=r----- CURB ANO GUTTER CATCH BASIN (2461) EARTHWORK LIMITS CURB & GUTTER FLOW TO SD INLETS NOTE: NATIVE FLOW LINE TO ENCINITAS CREEK I THESE DRAWINGS PROPOSE GRADING WITHIN THE EXISTING 100-YR INUNDATION LIMITS. PER CONDITION #3 OF PC RESOLUTION 5540, THE DEVELOPER SHALL SUBMIT FOR AND RECEIVE APPROVAL OF A CLOMR FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) PRIOR TO ISSUANCE OF A DEVELOPMENT PERMIT. EARTHWORK TOTALS: CUT: 6,959 cu yds FILL: 6,864 cu yds SURPLUS: 94 cu yds 10:1 NATIVE FLOW LINE TO ENCINITAS CREEK / '<c) ,/----d'· I. ~O --7 i~~ I I L--·-·-----·-----J ( CATCH BASIN I CATCH BASIN T.O.C. = 113.0 (2460) CURB AND GUTTER CATCH BASIN (2461) @ CATCH BASI T.O.C. = 113.0 (2460) -----:...-- "AS BUILT" RCE___ EXP. __ _ DATE REVIEWED BY: --------ENCINITAS CREEK INSPECTOR DATE ~ Co"" ) ,, I PROJECT :IT~ I llSTINc/ 11 J.o FG I /;..DOBE, MATCH EXSTI L BLDG "K" GRADE j 113.4 FG / .J MATCH EXST I GRADE I CDS INLINE TR ENT UNIT II '7"'-----~ TYPE 1 RIPRAP ENERGY DISSIPATOR SIM TO SORSD #D-40 -.;;.;;a= ... ! b;,r. ....... -------.;."='=! bi; oYG~':>'\ \ ":<.e,Y. EARTHWORK FILL LIMITS INSIDE FENCELINE, SEE~ C-9 'l SEE~ C-7 STORM DRAIN OUTFALL TO ENCINJTAS CREEK. DISCHARGE TO NATIVE GRADES N 1"=40' ----------•---0 LIV"'-~~IAIN Municipal Water District 1966 0livenhain Road Encinitas.CA 92024 (760)753-6466 fsHml CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 64 GRADING PLAN FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT PHASE ONE -BUILDING "J" APPROVED: t-----+------t----------------1---+---+---I---------< DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CITY ENGINEER: CONRAD C. HAMMANN, PE# 33069 Exp. 6-30-08 DATE DA TE INITIAL DA lE INITIAL 01HER APPROVAL CITY APPROVAL DGN BY: C HOGGARO CHKD BY: sMecov RVWD BY: RHARTUAN FILENAME: 2126_c01.dwg PLOT DATE: 07-Dec-2006 PROJECT NO. CUP02-01 DRAWING NO. 433-5A SHEET NO. C-1 PLOT TIME: 15:47:49 _g Cf) w ::r:: 0 z z w _j <( 0 Cf) _j <( z l'.) O::'. 0 UL VI VI I\ VL VI '----"1 U/ U I sor o?-01 zc 02-01 SJ :J 03-01 ,r 'I BUILDING CODE EVALUATION PROJECT DESCRIPTION LANDSCAPE CALCULATIONS PROJECT DIRECTORY . REQUIRED LANDSCAPING BUILDING OCCUPANCY TYPE AREA BASE AREA AREA INC'<EASE AREA INCREASE AREA INCRF ASf LEGAL DESCRIPTION: PROJECT OWNER/APPLICANT DESIGNATION CONSTRUCTION PROVIDED & HEIGHT BLDGS > 1-STCRY f DR SIDE YARD DR HEIGHT INCREASE TOTAL SITE 473,843. SQ. FT. PER SITE PLAN ALLOWABLE SEC. 504.2 SEPARATIONS FOR AUTOMATIC NORTH PARCEL AREA THAT IS OLIVENHAIN MUNICIPAL WATER DISTRICT TABLE 5-8 (BASE X 2) SFC 505.1.1 -FIRE SPRINKLER 1966 OLIVENHAIN ROAD SEC 505.2 SEC 505.3 "' "NOT A PART" OF THIS CONTRACT 31,970. SQ. FT. ENCINITAS, CA 92024 BUILDING A B OCCUPANCY TYPE V N 8,00 S.F. 8,000 sr. 16,000 S.F. 24,000 S.F N.A. PORTION 01;, LOT 10 OF THE SUBDIVISION OF THE RANCHO LAS SUBTOTAL 441,873. SQ. FT. ATTN: KIM THORNER OR TOM KENNEDY 760-753-6466 EXISTING 2-SIORIES 2-STORIES 2-FULL YARDS ~ X ? FOR 2 STORIES ENCINITAS, IN THE CITY OF CARLSBAD, CONTY OF SAN DIEGO, REQUIRED LANDSCAPING FOR 16,JOO X 1.5 STATE OF CALIFORNIA, ACCORDING TO MAP THE:.REOF NO. 848, REMAINING SITE (15% OF SUBTOTAL) 66,281. SQ. FT. PROJECT PLANNER --FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN BUILDING B B OCCJPANCY TYPE V-N 7,200 S.F. 8,000 S.F. N.A. FOR 1-STORY 16,000 S.F N.A. LANDSCAPING PROVIDED COLEMAN PLANNING GROUP EXISTING 1-S IORY 2-STORIES 3-FULL YARDS = X 3 FOR 1-STORY DIEGO COUNTY, JUNE 27, 1898, 1042 N. EL CAMINO REAL, STE B-376 8,000 X 2 PROPOSED LANDSCAPING 124,902. SQ. FT. ENCINITAS, CA 92024-1322 - SOU TH PARCEL BUILDING C A-2.1 OCCUPANCY IYPf_ V-N 6,206 S.F. 8,000 S.F. 16,000 S.F. 32,000 S.F. N.A. (28% OF SITE) ATTN: MIKE COLEMAN 760-726-9822 NEW 2-STCRIES 2-STORIES 3-FULL YARDS = X 3 FOR 1-STORY 16,000 X 2 PORTION OF LOT 13 OF THE SUBDIVISION OF RANCHO LAS TREE CALCULATIONS PROJECT DESIGNER ENCINITAS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, BUILDING D B OCCUPANCY TYPE V-N 16,050 S.F. 8,000 S.F. 16,000 S.F. 32,000 S.F. N.A. SAN DIEGO OFFICE INTERIORS NEW 2-STORIFS 2-STORIES 4-FULL YARDS = U~LIMITED FOR 60' STATE OF CALIFORNIA, ACCORDING TO MAP NO. 848, FILED IN 241 PARKING STALLS / 4 = 63 TREES REQUIRED 4863 SHAWLINE STREET 16,000 X 2 ALL AROUND THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 27, 1898. SAN DIEGO, CA 92111 BUILDING E M OCCUPANCY TYPE V-N 2,000 S.F. 8,000 SJ. N.A. FOR 1-STORY 16,000 S.F. N.A. EXISTING TREES TO REMAIN 13 ATTN: DAN DREESEN 858-495-7 364 A r", r.·-. ,-~ r , _ ~ -,, D EXISTING 1-STORY 2-STOR,ES j-fJcL YARDS = X 3 FOR 1 ~STORY f . ·1 ! 'J ,,, > I.. '1·· ;f, if i~ !, . -j . ·,.,-. ,. ·' • 8,000 X 2 ~ ·-~ .. •· ~-l iJ \J r.": g ASSESSOR'S PARCEL NUMBER: NEW TREES (PARKING AREA) 113 PROJECT CIVIL ENGINEER BUILDING F M OCCUPANCY TYPE V-N 2,6000 S.F. R,000 S.F. ~.A. fOR 1-STORY 16,000 S.F. N.A. NEW TREES (NON-PARKING AREA) 193 EXISTING 1-STORY 2-STORIES 3-FULL YARDS = X 3 FOR 1 SIORY STA ENGINEERING, INC. THIS ~%E ;t,PPc!OVED Tf:~TATIVE MAP/SITE 8,000 X 2 NORTH PARCEL: 255-031-03 TOTAL NEW TREES (ALL AREAS) 306 P.O. BOX 2636 ~LI Pee ;· JD~TiC•N NO. (p OF PL/\r~NINQ BulDIBNG G B OCCUPANCY TYPE V-N 13,120 S.F. 8,000 S.F. SOUTH PARCEL: 255-040-56 VISTA, CA 92085-2636 · 1t8~10 ~ REJOLUT10N !"iO. '7'2,-1} N.A. FOR 1-STORY 12,000 SJ. 36,000 S.F. OUTDOOR EATING AREA ATTN: LEN SCHA TZMANN 760-7:,8-8057 ' ·~ ~ ~ W,;~111 7it/L'f ,;,~'l!.J ~EW S-1 OCCUPANCY (1 ~R OCC. SEP. 1-STORY 2-STORIES 2-FUI l YARDS = X 2 FOR 2 STORIES H-4 OCCUPANCY WALL) 8,000 X2 STREET ADDRESS: PROJECT LANDSCAPE ARCHITECT ENG, EEr,HJG D..:1--,. • :.71:: PLA.NNJNG\QI Pl-DATE BUIDIBNG G H-4 OCCUPANCY TYPE V-N 2,217 SF. NA NA NA NA BUILDING EATING AREA REQUIRED OUTDOOR INDOOR PROVIDED -----·-· NEW UNENCLOSEJ 1-SlORY INCLUDED IN INCLJDED IN INCLUDED IN INCLUDED IN ,.,, 1966 OL1¥~NHAIN ROAD DESIGN A llON CALCULATION TOTAL EATING EATING INDOOR MW PELTZ + ASSOCIATES RI DG. G ABOVE BLDG. G ABOVE BLDG. G ABOVE BLDG. G ABCVE ,,. ON SITE PLAN 300 /5,000 EATING AREA AREA EATING 143 S. CEDROS AVENUE, STE B-104 BUILDING H H-4 OCCUPANCY IYPE V-N 5,917 S.F. 8,000 S.F. N.A. FOR 1-STORY 16,000 S.F. UNLl~ITED FOR 60' SITE LOCATION: = .06 AREA 50% 50% AREA SOLANA BEACH, CA 92075 NEW 1-STORY 2-STORIES 4-FULL YARDS = ON 4-SIDES BJILD;NG A ATTN: MIKE PELTZ 858-481-0888 WATER/WASTEWATER 8,000 X 2 THE PROJECT IS LOCATED AT THE SOUTH WEST QUADRANT OF EXISTING 8,000 S.F.x.06 480 S.F. 240 S.F 240 SF. 0 S.F. ESTIMATED -PROJECT GEOTECHNICAL CONSULTANT GUILDING I ~.A. NA 455 S.F. N.A. N.A. N.A. N.A. THE INTERSECTION OF OLIVENHAiN ROAD AND RANCIIO SANTA NEW 1-STORY BUILDING 8 7,200 S.F.x.06 432 S.F. 216 S.F. 216 S.f. 002 S.F. KLEINFELDER, IN CORPORA TED FE AND IS LOCATED BOTH NORTH. AND SOUTH OF OLD EXISTING 5015 SHOREHAM PLACE OLIVENHAIN ROAD. SEWER USAGE BUILDING J S-1 OCCUPANCY TYPE V-N 10,618 S.F. 8,000 SJ. N.A. FOR 1-STORY 16,000 S.F, UNLIMIT[D FOR 60' BUILDING C 6,206 S.F.x.06 372 S,F. 186 S.F. '.86 ST. 368 S.F. SAN DIEGO, CA 92122 57,776 S.F./1,800 S.F. PER EDU 32.1 EDU NEW 1-STORY 2-STORIES 4-fULL YARDS= ON 4-SIDES 11EW ATTN: ROBERT LARSON 858-320-2000 8,000 X 2 BUIWING D ',6,050 S.F.x.06 963 S,F. 481.5 S.F. 481.5 S.F. 953 S.F. BIOLOGICAL & CULTURAL RESOURCES CONSULTANT BUILDING K B OCCUPANCY TYPE V-N 1,211 S.F. 8,000 S.F N.A. FOR 1-STORY 16,000 S.F. N.A. NEW POTABLE WATER USAGE 50 GPM** EXISTING 1-STORY 2-STORIES 4-FULL YARDS = X 3 FOR 1-S 10RY PROJECT STATEMENT RECON ENVIRONMENTAL, INC 8,000 X 2 BUILD1NG E N.A.P. 0 S.F. D SF. OS.F. 0 S.F. EXISTING 1927 FIFTH AVENUE, SUITE 200 RECYCLED WATER USAGE 50 GPM --~-SAN DIEGO, CA 92101-2358 BUILDING F N.AP. 0 S.F. 0 S.F. 0 S.F. D S.F. TRANSPORTATION SYSTEM IMPACT REPORT SCOPE OF WORK: EXISTING ATTN: ROBERTA STEPHENSON 619-308-9333 BUILDING G 13,120 S.F.x.06 787 S.F 393.5 S.F. 393.5 S.F. 0 S.F. ** QUANTITY TO BE 100 GPM UNTIL RECYCLED WATER THE SCOPE OF WORK INCLUDES NEW BUILDINGS AND NEW SHEET INDEX IS AVAILABLE TO SITE AVERAGE DAILY TRAFFIC STUDY STRUCTURES PLUS REMODEL OF EXISTING BUILDINGS AND THE BUILDING H N.A 0 S.F D S.F. 0 S.F. 0 S.F. ADDITION OF NEW PARKING LOTS, SITE IMPROVEMENTS, NEW GARAGE ONLY · ESTIMATED GRADING QUANTITIES I LANDSCAPING AND RELATED WORK TO SUIT NEW CONSTRUCTION. BUILDING I 455 S.F .. 06 NA N.A. N.A. 0 S.F. CUP-1 COVER SHEET ES TIM A TFO WEEKDAY DAILY AM PlAK HOUR PM PEAK HOUR CUP-2 INFORMATION SHEET LAND USE AREA NEW TRIP RATE TRIPS IN SPLIT OUT TOTAL IN SPLIT Ol,T TOTAL STATEMENT: CUP-3 EXISTING SURVEY GRADING FOR CUP & CFO NO. 2 3UILDING J 10,648 S.F.x.06 639 S.F. 319.5 S.F 319.5 S.F. 0 S.F. CUP-4 CONSTRAINT MAP CORPDRATf HEADQUARTERS • 23,226 S.F. 7 /1000 S.F. 1€2 24 ( 9 I) 3 27 3 (19) 24 27 NEW CUT 21,500 C.Y. THE DISTRICT RECOGNIZES THAT SIGNIFICANT GROWTH IN ITS CUP-5 SITE DEMOLITION PLAN LIGHT INOUSIRIAL 550 S.F. 7 /1000 S.F. 4 1 ( 9 1) 0 1 0 (1: 9) 1 1 BUILDING K 1,211 S.F.x.06 73 S.F. 36.5 S.F. 36.5 S.F. 0 S.F. CUP-6 SITE PLAN FILL 31,000 C.Y WAREHOUSING 21,084 S.F. 5/1000 S.F. 105 11 (/:o) 5 16 7 ( 4: 6) 10 17 CUSTOMER BASE WILL REQUIRE ADDITIONAL PERSONNEL TO EXISTING CUP-6A SITE PLAN -WEST HALF SUPPORT BOTH NEW AND EXISTING CUSTOMERS AND IMPORT 9,500 C.Y. INCREASE -NEW BUILDINGS 271 36 8 44 1D 35 45 INf RASTRUCTURE. THE DISTRICT EXPECTS TO EXPERIENCE A TOTAL 3,746 S.F 1,873 S.F. 1,873 S.F. CUP-6B SITE PLAN -EAST HALF CUP-6C SITE PLAN -PHASE 1 CORPCRA TE I IEADQUARTERS 7 /7 000 S.F. ( 9: 1) (1. 9) MODERATE INCREASE IN EMPLOYEES DURING THE GROWTH ARE.A P~OVIOlD 3,746 S.F. 1,873 S.F. 1,873 S.F. 1,873 SJ. REMEDIAL GRADING 34,700 C.Y. 17,150 S.F. 120 16 2 18 2 16 18 CUP-6D SITE PLAN -PH ASE 2, 3 & 4 LIGHT INDUSTRIAi 2,800 S.F. 7 /1000 S.F. 20 2 ( 9: 1) 0 2 0 (1. 9) 2 2 PERIOD, GOING FROM A CURRENT WORK f ORCE OF ABOUT 60 PARKING CALCULATIONS CUP-6E TYPICAL ROAD SECTIONS GRADING FOR CFO NO. 2 ONLY WAREHOUSING 5,775 S.F. 5/1000 S.F ?9 (7: 3) (3:7) EMPLOYEES TO AN ULTIMATE BUILD OUT WORK FORCE OF UP TO CUP-7 GRADING PLAN 3 1 4 2 3 5 150 EMPLOYEES IN THE YEAR 2030. QUANTITIES INCLUDE THE GRADING NECESSARY FOR CONSTRUCTION OF SPECIALTY RETAIL 4,600 S.F. 40/1000 S.F. 164 4 (6:4) 2 6 8 (5:5) 8 16 BUILDING USE AREA PARKING OMWD R[QUIR[D CUP-8 SITE SECTION "A-A" OLIVENHAIN ROAD, RANCHO SANTA FE ROAD, ANO OMWD ACCESS NO. 2. OMWD EXISTING BUILDINGS 353 25 5 30 12 29 41 THE DISTRICT IS A MUNICIPAL WATER DISTRICT ORGANIZED AND DESIG~ A TION DESCRIPTION PROVIJED RATIO PARKING PARKING CUP-9 SITE SECTION "B-B" & "c-c" ACCESS NO. 2 IS TO BE CONSTRUCTED CONCURRENTLY 'M TI-I OLIVENHAIN ROAD OPERA TING PURSUANT TO WATER CODE SECTION 71000 ET SEQ. PlR SITE PLAN ON SITE CUP-10 SITE SECTION "D-D" B~T WILL BE FUNDED SEPARATELY BY OMWO AND THE CITY OF ENCINITAS. THE TOTAL NEW & EXISTING 624 61 13 74 22 64 86 THE DISTRICT CURRENTLY PROVIDES WATER SERVICES TO AN BUILDING A OFFICE 8,000 S.F. 1: 250 S.F. 32 CUP-11 UTILITY & DRAINAGE PLAN PORTION OF OLIVENHAIN ROAD WITHIN THE CITY OF ENCINITAS INCLUDING GRADING, EXISTING 2-STORIES CUP-12 CONCEPT LANDstAPE PLAN RETAINING WALL, DRAINAGE FACILITES, SURFACE IMPROVEMENTS AND STRIPING AREA APPROXIMATING 48 SQUARE MILES. THE DISTRICT 'MLL BE CONSTRUCTED CONCURRENTLY WITH CFO NO. 2 AND FUNDED BY THE CITY A CREDIT WAS APPLIED TO NEW BUILDING SQUARE FOOTAGES TO ACCOUNT FOR THE REMOVAL OF 1,950 S.F. OF OFFICE USE, PRESENTLY PROVIDES WATER SERVICE TO THE COMMUNITIES OF CUP-13 SITE LIGHTING PLAN CITY OF ENCINITAS. 2,800 S.F. OF LIGHT INDUSTRIAL USE AND 5,775 S.F. OF WAREHOUSING. OLIVENHAIN, WHISPERING PALMS, FAIRBANKS RANCH, MOUNT BUILDING B OFFICE 1,200 S.F. 1: 250 S,F. 28.8 CUP-14 BUILDING "I" &"K" -FLOOR & ROOF PLAN & ELEVATIONS ISRAEL, 4S RANCH, A PORTION OF RANCHO SANTA FE AND A EXISTING 1-STORY CUP-14A BUILDING "B" -FLOOR PLAN ESTIMATED QUANTITIES FOR ROADWAYS ARE: CUP-15 BUILDING "C'' -FLOOR PLAN & ROOF PLAN PORTION OF THE CITIES OF CARLSBAD, ENCINITAS, SOLANA BUILDING C OFFICE 6,206 S.F. 1: 250 S.F. 24.8 CUP-16 BUILDING "C" -ELEVATIONS CITY OF CARLSBAD BEACH, SAN MARCOS AND SAN DIEGO. WATER IS DISTRIBUTED NEW 2-STORlfS CUP-17 BUILDING "D" -FIRST FLOOR PLAN CUT 1,500 CY THROUGH A SYSTEM THAT CURRENTLY INCLUDES VICINITY MAP BUILDING D OFFICE 16,050 S.F. 1: 250 S.F. 64.2 CUP-18 BUILDING "D" -SECOND FLOOR PLAN FILL 5,500 CY APPROXIMATELY 300 MILES OF PIPE, 15 CLOSED STORAGE NEW 2-STORIES BUILDING "D" -ROOF PLAN CUP-19 l~PORT RESERVOIRS, 1 COVERED IN-GROUND RESERVOIR, 4 PUMP □UILDING E RETAIL 2,000 S.F. 1: 300 S.F. 6.7 CUP-20 BUILDING "D" -ELEVATIONS 4,000 C.Y. STATIONS, AND A 450-KILOWATT HYDROELECTRIC GENERATION EXISIING 1-STORY CUP-21 BUILDING "G" -FLOOR PLAN THE DISTRICT'S ADMINISTRATION AND OPERATIONS ------REMEDIAL GRADING 500 C.Y. STATION. 3UILDING F RETAIL 2,600 S.F. 1:300S.F. 8.7 CUP-22 BUILDING "G" -ROOF PLAN BUILDING AND TELEMETRY SYSTEMS ARE A VITAL PART OF THE EXISIING 1-STORY CUP-23 BUILDING "G" -ELEVATIONS CITY OF ENCINITAS PROPER OPERATION OF ITS WATER SYSTEM. BUILDING G TOTAL 13,120 S.F. CUP-24 BUILDING "H" -FLOOR PLAN & ROOF PLAN CUT 500 C.Y. NEW I-STORY CUP-25 BUILDING "H" -ELEVATIONS & SECTION FILL 7,500 C.Y OFFICE 1,074 S.F. 1: 2~0 S.F. 4.3 CUP-26 BUILDING "J" -FLOOR PLAN & ELEVATION PROJECT PHASING WAREHOUSE 8,846 S.F. 1:1000 S.F. B.B CUP-27 BUILDING "J" -ROOF PLAN & ELEVATIONS IMPORT 7,000 C.Y. SHOP /MAINT 4 BAYS 4/BAY 12 CUP-28 CFD #2 -ROAD IMPROVEMENTS 2/BAY 2 REMEDIAL GRADING 2,400 C.Y. CUP-29 CFD #2 -CONSTRAINT MAP THE ON-SITE BUILDING IMPROVEME:.NTS BY OMWD WILL BE BUILDING H PARKING 5,917 S.F. NA*' 0 CUP-30 CFD #2 -GRADING PLAN NEW GARAGE 1-STORY PHASED AS THE NEED FOR SPACE/FACILITIES ,NCREASES OVER CUP-31 CFD #2 -RIGHT OF WAY & VACATIONS SERVICE PROVIDING AGENCIES TIME, COUPLED WITH AVAILABLE DISTRICT FUNDING. THE BUILDING I EMERGENCY 455 S.F. N.A. 0 CUP-32 CFD #2 -STRIPING PLAN NEW GENERATOR 1-STORY I -< SITE PROPOSED FIRST PHASE WILL BE THE SOUTH BOUNDARY I z&/J1-:-=== LANDSCAPING, WALLS, GRADING OF THE WESTERN PORTION OF BUii DING J WAREHOUSE 10,648 S.F. 1: 1000 S.F. 10.6 , ' DRAINAGE CITY OF CARLSBAD THE PROJECT AND CONSTRUCTION OF BUILDING "J". THE ~EW 1-STORY 7/30/03 RESUOMITTAL #3 . CONSTRUCTION OF THIS FIRST PHASE IS ANTICIPATED TO OCCUR BUILDING K ADOBE 1,211 S.F. 1:500 S.F. 2.4 5/19/0.1 REScBM''l AL #2 WATER OLIVEHAIN MUNICIPAL WATER DISTRICT WITHIN THE FIRST YEAR FOLLOWING CITY CONDITIONAL EXISTING 1-SlORY '/17 /03 RFSi,RM ~TAL jj1 ' 1/4/02 O,IGIN.AL SUBM:, lAL SEWER LEUCADIA COUNTY WATER DISTRICT APPROVAL OF ALL DISCRETIONARY PERMITS. THE FIRST PHASE TOTAL BUILDING AREA 73,407 S.F. ~-~- V OF WORK MAY COINCIDE WITH ROAD CONSTRUCTION OR MAY NO. BY . DA TF DESCR.cTICN APP'J BY DAE SCHOOL ENCINITAS UNION ELEMENTARY PROCEED OR SHORTLY FOLLOW ROAD CONSTRUCTION. SEE CUP TOTAL ?ARKING RFQUIRED 39* 206 REVISIONS V '-~ I SAN DIEGUITO UNION HIGH SCHOOL 6C FOR IMPROVEMENTS ASSOCIATED WITH FIRST PHASE. TOTAL PARKING PROVIDED 245 ~[ -'OLIVENHAIN MUNICIPAL WATER ELECTRIC SAN DIEGO GAS & ELECTRIC VACATION OF OLD OLIVEN HAIN ROAD CAN BE COMPLETED ONLY 8 COMPACT SPACES, 3 3% OF TOTAL WHEN THE PAVING, CURB, GUTTER, STRIPING AND SIGNAL 8 OVERSIZED SPACES, 3.3% or TOTAL DISTRICT HEADQUARTERS GAS SAN DIEGO GAS & ELECTRIC IMPROVEMENTS ASSOCIATED WITH CFD NO. 2 ARE COMPLETED • DISIRIC1 OWNED VEHICLES WHCH REMAIN ON-SITE DURING NON-WORKING OLIVENHAIN ROAD & RANCHO SANTA FE ROAD TELEPHONE PACIFIC BELL AND ACCEPTED BY THE CITY FOR RANCHO SANTA FE ROAD AND HOURS. ,._, OLIVENHAIN ROAD. ONCE OLD OLIVENHAIN ROAD ROAD IS .... CARI SBAD, CALIFORNIA CATV ADELPHIA CABLE COMMUNICATIONS .. ':::'.-~ VACATED THE TWO PROPERTIES CAN BE MERGED AS ONE AND , I -... ., ... THE REMAINING PHASES OF TIIE CUP CAN CONTINUE (INFORMATION I CUP-2 ) --CONSTRUCTION. SEE SHEET CUP-6D FOR PROPOSED PHASING. SHEET -,;,_,..., '-2 OF 38 HP \2487\CUP-2ADWG 05-19-2003 0 9-: 0 ROT: o·oo·oo" 0.0000,0 0000 0 I I 0 /; I; EASEMENT NOTES ® © @ PROPOSED INGRESS AND EGRESS EASEMENT TO CITY OF CARLSBAD. PROPOSED PRIVATE EASEMENT FOR INGRESS AND EGRESS PURPOSES FOR 1HE BENEFIT OF PORTION OF LOT 12 OF MAP 848, A.K.A. APN 255-040-45 PROPOSED PUBLIC ROAD AND PUBLIC UTILITY DEDICATION TO THE CITY OF CARLSBAD. PROPOSED PUBLIC PEDESTRIAN ACCESS EASEMENT TO THE CITY OF CARLSBAD. BUILDING USAGE NOTE FOR A DESCRIPTION OF EXISTING AND PROPOSED BUILDINGS SHOWN ON 1HIS PLAN AND DEVELOPEMT REQUIREMENTS, SEE SHEET CUP-2 "INFORMATION SHEET." PERIMETER FENCE NOTE THE PERIMETER FENCE WILL BE RECONSTRUCTED. TO COINCIDE WITH 1HE ACTUAL PROJECT BOUNDARY ALONG THE SOUTHERLY PROPERTY LINES. PUBLIC ROAD IMPROVEMENT NOTE 1HE IMPROVEMENT OF OLIVENHAIN ROAD AND RANCHO SANTA FE ROAD IS TO BE CONSTRUCTED AS CFD NO. 2 PROJECT. JOINTLY FUNDED BY THE CITIES OF CARLSBAD AND ENCINITAS AND OLIVENHAIN MUNICIPAL WATER DISTRICT. RESPONSIBILITY OF WORK IS PER "AGREEMENT FOR REIMBURSEMENT OF COSTS FOR DESIGN AND ENVIRONMENTAL WORK TO COMPLETE SOUTHERN SEGMENTS OF RANCHO SANTA FE ROAD AND OLIVENHAIN ROAD AND TRANSFER OF CERTAIN PROPERTY RIGHTS BETWEEN PARTIES." OMWD ACCESS NO. 2 SHALL BE CONSTRUCTED CONCURRENTLY WITH OR PRIOR TO CFD NO. 2 AND JOINTLY FUNDED BY OLIVENHAIN MUNICIPAL WATER DISTRICT AND THE CITY OF ENCINITAS. TYPICAL PUBLIC ROAD SECTION NOTE SEE SHEET CUP-6E FOR TYPICAL ROAD SECTIONS FOR OLIVENHAIN ROAD AND RANCHO SANTA FE ROAD ADJACENT TO THE PROJECT. GATE NOTE 'JU I V L V I VI I \ V L V I VI V L V I SOP 02-C1 ZC 02-01 NOTE: FOR MORE DETAILS AND LIMITS OF ROAD IMPROVEMENTS OF CFO NO. 2 SEE CUP-28, SHEET 33, FOR GRADING SEE CUP-30, SHEET 35 AND FOR LANE STRIPING SEE CUP-32, SHEET 37. N-~~ .• - trOpOS[D CfiAJN LIN . ·. ·. ~Ft,C ~~~·: :::: -~ :-...,.;::::;:-.__ . . . •· ; ··. EXISTING TRAFFIC SIGNAL (TO BE MODIFIED BY CFO NO. 2 BLDG "B" II I I PROPOSED TRAFFIC SIGNAL (TO BE INSTALLED BY CONCURRENTLY WITH CFO NO. 2, FUNDED BY OMWD) ii 1 /,,,, II If ------· · .. ·, II I/ LEGEND □ . <. , . OG "F" .. ,_.·· ...... _.. ~ ,r;··-di(', I 11 1 r I J \~ /J /' I I i1 1': \ I 'I / 1 ' I C} u I I I If' I I I q I/ 1// /I t i / I &l .: I I /J I. I I I II! 1/ ;:-o,l"l c-t clf-111v , ;/ J~(I ' if. I I t:. II I y , r A.{. <!,v~ :,;,0,o ;fl,i 1 ,/1 I / ;o: !/ I 1/ ,/ 0,?f' f't'!vcc osc; Ji f O I, I I ~ I/ 11 ,,,, # T 'Oo !7,> ()f'1,4, ......_,,_ 41,v /./IV, /I h I· I I V) II 11 // # 00 f:/.on~ 1!. S ' 1/r ;:-, !( 11 , c-:i // /I / c-, '-<- !7,> ;:z = ti1v.,.... ass. ~ t'!vcc ( / I /}Ii I I I f I :r-~: / ~ (Y 100 YEAR FLOOD NOTE 0ao '-it\t,s , cu~ ', 1>-,o) /I 1 I I / fl II /1 ,/ ff ,§j ** -DENOTES EXISTING LIMIT OF 100 YEAR INUDATION PER i--1-~ ._ /I f / / / «T II Ji/ ~ 0' "DRAINAGE STUDY FOR RANCHO SANTA FE ROAD ':-..... // / 1 / / ,I Ct: d Iii' l ~~~ (FROM OLIVENHAIN ROAD TO CALLE ACERVO) 0<%-c,, '' ._ J/ // /J CT 90-03" PREPARED BY PROJECT CONSULTANTS '?Q) /If / q I 1 ', \ , I . : p:;:g □ 7/30/03 P.C.C. PAVING A.C. PAVING -PRIVATE TEXTURED P.C.C. PAVING A.G. PAVING TO BE CONSTRUCTED AS PART OF CFD NO. 2 PROJECT A.C. PAVING TO BE CONSTRUCTED CONCURRENTLY WITH CFO NO. 2, ENCINITAS FUNDf:.D A.C. PAVING TO BE CONSTRUCTED CONCURRENTLY WITH CFD NO. 2, OMWD & ENCINITAS FUNDED ENHANCED PCC MEDIAN TREATMENT FENCE -CHA1N LINK PROJECT BOUNDARY RESUBWITTAL #3 ... ' CONSULTANTS AS DOCUMENT NO. 1602.50, DATED SEE SHEETS CUP 6A & 6B 11, I I h I ·-- 10-2000. t:x Woo0 R 1111 / .11 I, AIL FENCE II I ++ -DENOTES LIMIT PER "HEC-2 HYDRAULIC ANALYSIS FOR MORE DETAIL AND DIMENSIONING " I/ !/ 1 FOR OLIVENHAIN MUNICIPAL WATER DISTRICT 440' LINE OF SIGHT ---~/ I / /// HEADQUARTERS" PREPARED BY PROJECT DESIGN PER CAL TRANS STANDARDS / 1 / / 1 // /1--........._ CONSUL TAN TS, DA TED 05-2003. I // .· / / /1 11-7,I // JI II 111 ,1 1 1 1 OLD OLIVENHAIN ROAD VACATION NOTE PLAN PREPARED BY: 1i II Ii I / ;; ;'i COMPLETED ONLY WHEN ULTIMATE PAVING, CURB, GUTTER, COLEMAN PLANNING GROUP 1 • __ 5/19/03 RESU□WITTAL #2 1/11/03 RESUBMITTAL //1 1/4/02 ORIGINAL SU BM ITT AL NO BY DATE DE SCRIP 110~ APP'O BY DATE , RE~~ONS : I I, OLIVENH.AIN -MUNICIPAL WATER DISTRICT HEADQUARTERS OLIVENHAIN ROAD & RANCHO SANTA FE ROAD ++ VACATION PROCESS FOR OLD OLIVENHAIN ROAD CAN BE C ,11,1,i /1 ,f .t ,.. ,I'' 1,'I-----.. ·-. STRIPING AND SIGNAL IMPROVEMENTS ARE COMPLETED AND 1042 N. EL CAMINO REAL, SlE B-376 & STA ENGINEERING, INCORPORA 11:.D I I ALL GATES FOR VEHICULAR PURPOSES SHALL BE OPERATED BY ENCINITAS, CA 92024-1322 PO sox 2636 2530 3/4 FOOTHILL DRIVE ' CARLSBAD, CALIFORNIA ~ ELECTRO-MECHANICAL MEANS, EQUIPPED Wl1H A KNOX KEY ACCEPTED BY THE CITY FOR RANCHO SANTA FE ROAD AND PHONE & FAX: {760) 726-9822 vlSTA, CA. 92085-2636 (760) 758-8057 FAX 758-8059 C I CUP-6 ) ---------------------------o~iv_E~~A-IN-RO_A_D_. ______________________________________ su_R_v_EY-'N_G_. _c,_v,_L -&-1R_Ac_F_1c_c_N_G1-NE_E_R1-NG ______________________ ---~~T_E_~~~~-----------'------. SWITCH AND COMPLY WITH FIRE DEPARTMENT REQUIREMENTS. _ 6 OF .3S Hc' \2187\CUP-5.DWG 07-30-2003 ROT: -79'34'00" O.OODO,C.0000 -- 7J 0 LO (D N u-.J -~~~~~ "-" ~-,s~ 0~ I I BUILdlNG USE AND PARKING TABULATION ... BUILDING USE/DESCRIPTION STORIES AREA SF. PRK. RATIO A OFFICE (EXISTING) 1 8,000 1: 250 SF B OFFICE (EXISTING) 1 7,200 1: 250 SF -----•~-,., ___ , X-1 SHOP /MAN (EXISTING) 1 3,250 1: 500 SF X-2 WAREHOUSE 1 3,250 1: 1000 SF X-3 OFFICE (EXISTING) 1 1,400 1: 250 SF J WAREHOUSE (NEW) 1 10,645 1:1000 SF ------ K/ADOBE UNUSED 1 1,243 N.A. BUILDING PARKING REQUIRED DISTRICT VEHICLES TOTAL PARKING REQUIRED PARKING PROVIDED I I REQ'D PAR~ING ~2 2 .8 6.5 3.3 5.6 10.8 - 0 87 35 122 122 ------ I / I I ' .,./. <?.., ~ "- Os~ I 11"<'o .,._,. I; BLDG "B" " '{ FLoa l 'D l11v, /) 't--1---1- Ds "-~--I I I ;s'c,u"<'lf ---.. ~ --I I I 100 YEAR FLOOD NOTE / / ; 1 ** -DE.NOTE.S LIMIT OF 100 YEAR INNUDJ\TION ~ER .t ~ "DRAINAGE STUDY FOR RANCHO SANTA FE R911[}.J (FROM OLIVENHAIN ROAD TO CALLE ACERVO) ++ CT 90-03" PREPARED BY PROJECT DESIGN CONSULTANTS AS DOCUMENT NO. 1602.50 DA TED 10-2000 -DENOTES LIMIT PER "HEC-2 HYDRAULIC ANALYSIS FOR OLIVE.NHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS" PREPARED BY PROJECT DESIGN CO'-JSULTANTS DATED 5-2003. PLAN PREPARED BY: STA E"-JGINEERING, INCORPORA TE.D P 0. BOX 2636 2530 3/4 roornlLL )RIVE VISTA, CA. 92085-2636 (76D) 758-8057 ,AX: 758-8059 SlCRVEYING, CIVIL & TRAFFIC ENGINEERING \ \ \ Ck\ \ \ \ ~ \ \ \ 0 \ \ \, 1' \ \ \ /-'%, \ 18" R. p Phosina J Dioorom ..) '.JVI SOP A VL V' VI I I VL V' 01 VL V' 02-01 zc 02-01 SUP 0,3-01 Se" _..,,...- ~.,. _..,,...- \ THIS IS THE APPROVED TENT/,TIVE t,1AP/SITE P I:lN:iA£0NDIT10N 1-!0 __ {p _ OF PLANNING c Ml B N R[cOLUTrON l,C.--52.~~=-c,-- ENGINEEF .. NG DEPT, .1k~~? ,f.:;'/,~-· ~:.4,,;;;,.:.i,,;.;r,; l_EGEND ,..--130----EXISTING CONTOUR ,..--130----PROPOSED CONTOUR NO. BY V 111 V CUT SLOPE ' ljl ' FILL SLOPE -H-i--lt-F CUT /FILL LINE )T---1- TW BW DAYLIGHT LINE TOP OF WALL BOTTOM OF WALL PROPOSED A.C. PAVEMENT PROPOSED A.C. PAVEMENT PROPOSED PC C. PAVEMENT 7 /30/G.l RESJ'l~ITT AL #1 5/19/03 ORIGINAL SIIBMITTA DA Tc D[SCRIPTION A"P'D BY DAT[ REVISIONS ~ ~o=L1=vE=N=H=A1=N =M=u=N=1 c=1 P=AL=w A==T==E==R =:::::: ' DISTRICT HEADQUARTERS OLIVENHAIN ROAD & RANCHO SANTA FE ROAD I CARLSBAD, CALIFORNIA C PHASE 1 PLAN '---------------------------------------------- I CUP 6Cj 9 OF 38 HP: \2487\CUP-6C DWG 07-j0-2003 ROT: -29·34',JQ" O.OD00,0.0000 0 I I PHASE 2 BUILDING USE AND PARKING TABULATION BUILDING USE/DESCRIPTION STORIES AREA S.F. PRK. RATIO A OFFICE (EXISTING) 1 8,000 1: 250 SF B OFFICE (lXISTING) 1 7,200 1:250 SF X 1 SHOP /MAN. (EXISTING) 1 3,250 1: 500 SF X-2 WAREHOUSE (EXISTING) 1 3,250 11000 SF X-3 OFFICE (EXISTING) 1 2,000 1: 250 SF G OFFICE (Nl:.W) 1 1,074 1: 250 SF WAREHOUSE (NEW) 1 10,314 2: 1000 SF SHOP /MAN. (NEW) 1 4 BAYS - H PARKING GARAGE (NEW) 1 5,900 N.A. J WAREHOUSE 1 10,645 1: 1000 SF K/ADOBE UNUSED 1 1,243 N.A. REQUIRED BUILDING PARKING DISTRICT VEHICLES TOTAL PARKING REQUIRED TOTAL PARKING PROVIDED PHASE 3 BUILDING USE AND PARKING TABULATION BUILDING USE/DESCRIPTION STORIES AREA S.F. PRK. RATIO A OFFICE (EXISTING) 1 8,000 1: 250 SF B OFFICE (EXISTING) 1 7,200 1: 250 SF C OFFICE (NEW) 1 6,206 1: 250 SF E RETAIL (EXISTING) 1 2,000 1: 300 SF F RETAIL (EXISTING) 1 2,600 1:300 SF G OFFICE (lXISTING) 1 1,074 1: 250 SF WAREHOUSE (EX) 1 10,314 2: 1000 SF SHOP /MAN. (EX) 1 4 BAYS - H PARKING GARAGE (EX) 1 5,900 N.A. J WAREHOUSE (EX) 1 10,645 1: 1000 SF K/ADOBE UNUSED 1 1,243 N.A. REQUIRED BUILDING PARKING DISTRICT VEHICLES TOTAL PARKING REQUIRED TOTAL PARKING PROVIDED PHASE 4 REQ'D PARKING 32 28.8 6.5 3.3 5.6 4.2 I / 8.8 I 11 I 0 i 0.6 0 I I 111 .' 35 1 146 I 200 REQ'D PARKING 32 28.8 24.8 6.6 8.6 4.2 8.8 11 0 10.6 o 136 50 186 201 ~J' loa -, o~qlij>~-' 'O ll!v, 1/) 'E:1-.., / J ,- /05 I I 0s ,~--J I ~cu-I'(-/ ---... -...... --I I I 100 YEAR FLOOD NOTE ,, _,,, / I t •• -DENOTES LIMIT OF 100 YEAR INNUDATION PER,;.-. "DRAINAGE STUDY FOR RANCHO SANTA FE R9'l\l}.J (FROM OLIVENHAIN ROAD TO CALLE ACERVO) CT 90-0.3" PREPARED BY PROJECT DESIGN CONSUL TAN TS AS DOCUMENT NO. 1602.50 DA TED 10-2000 \ \ \ \ \ \ 'JVI \_I I \JI I I VL VI VI V L_ \J I SlJP 02-01 7C 02-01 SUP 03-01 \ \ .>..) APP,'OVED TENT~.TIVE l~AP/SITE NDITION NCl. (,,, Of PLANNING RESOLUT10N l·,O. _,,,,5~.,,,_-~ I I •1 ENGINEEhiNG DEH. · D,'.YE ATE / ' -';qf 1 5/19/03 ORIGINAL SUDMI-TA_ . 'j ~-·.>. 1'1 I, NO. BY DAE DLS:RIPTION ;~ I " I ~=======RE=V=IS=IO=l✓=S =====::::::=::===:::::: i I 1 ~~ 1, OLIVENHAIN MUNICIPAL WATER APP'D BY DATE ++-PLAN PREPARED BY: 11 1 ; DISTRICT HEADQUARTERS DENOTES LIMIT PER "HEC-2 HYDRAULIC ANALYSIS 'g I d OLIVENHAIN ROAD & RANCHO SANTA FE ROAD Fo'D OLIVENHAIN MUNICIPAL WATER DISTRICT / /I / I /lll/1//fJ I CARLSBAD, CALIFORNIA ' S 1 A ENGINEERING, INCORPORATED HEADQUARTERS" PREPARED BY PROJECT DESIGN PO BOX 2636 2530 3/4 FOOTHILL CKIVE C ~STA, CA. 92085-2636 (760) 758-8057 FAX: /"8-8059 PH SE 2 ' & 4 I )LA" BLI D NG USE AND PARK NG TABULA TON CONSUL TAN TS DA TEO 5-2003 s.m~"'°· c ~, & "'me rncscrn ,c A , , , , ....__:S:EE=P=AR=K=IN=G=CA=L=C~U~LA~T~IO~N~TA~B~L~E~O~N,='C~U~P=--~2=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-:":'._ ___________________________________________________________________________________ _ I CUP-6Dj 1 C OF 38 -,p \2487\CUP-60.DWG D7-30-200.l ,OT: -29"34'00" 0.0000.0.0000 0 ,__, ' 0 Ct R/W 51' I 56' R/W 1---v ------------------,,F-1 ---------------,1' 1 10' 47' ' 46' 10' 5' I 5,5' I R/W 5 5' R/W 6' 55' 5' c, Vl 1' .,_ "" m >-~ Z er u OVERLAY ./\S REQ'D TO ----.,._ ;J CJ ' PRODUCE SMOOTH TRANSITION SAWCJT OLIVlNHAIN l~OAD -TYPICAL SECTION STA 36+79.25 TO STA 40+10.06 (LOOKING EASTERLY) (FUNDED BY ENCINITAS) NOT TO SCALE 56' 40' 40' 2' T TYPE "B-1" CURB SAWCUT IYPE "B-2" CURB 5" i YPE "G" C & G WITH LANDSCAPE POP OUTS OLIVENHAIN ROAD -TYrlCAL SECTION STA 40+10.06 ro STA 46+50.00 40' (LOOKING EASTERLY) NOT TO SCALE (l_ VARl[S VARIES 2, T TYPE "B 1'' CURB TYPE "B-2" CURB 5.5' KEYSTONE WALL I ! =--R/W 5.5' =-~R/W VARIES 5.5' SAWCUT l 6" TYPE "G" C & G OVERLAY AS REQ'D 70 ~ \ I PRODUCE SMOOTH TRANSITION \ -~ - 7--_-_-_0_-= = = :c== =='.= = :C = = = =------~--:-:~•-;·,Ffr°J,'..,,_,,_,•,'-i,'.~,:-,•-~,:'.. •:,,::.,cc,:·,"'•;'.<:"-,,•,•.s•••-cc,'.'--'·;":C : .. F . J \ \__ 4" P.C.C. SIDEWALK Ex' P'c'c' EX. A.C. 6" A.C./9" A.8. MIN" SIDEWALK EX. C & G TEXTURED CONCRETE WITH LANDSCAPE POP OUTS OLIVENHAIN ROAD -TYPICAL SECTION STA 461-50.00 TO STA 50169.08 R/W 57' (LOOKING EASlTRLY) NOT TO SCAL[ VARllS R/W T VARIES + 2' ~_____:_:_-+--'--f+-------_______:_:_=-=------------,f---------=--,f i-------6' 40' 4' VARIES 5.5' rYPE "8-1'' CURB 2' T OLIVENHAIN ROAD -TYPICAL SECTION STA 51+88.17 TO STA 5?+61.6? (LOOKING EASTERLY) NOT TO SCALE PLAN PREPARED 8~ 5" -STA ENGINEFRING, ,NCORPORATED P.O. 30X 2636 2530 3/4 FOOTHILL DR'VE ~ VISTA, CA. 9?085-?636 (760) 758-8057 FAX 758-8059 (\.__ .~ SURVEYING, CIVIL & TRAFFIC ENGINEERING ... !IP, \24E7\CUP-5c DWG 07-30-2003 ROT 0'08'00" 0.0800,0.8000 55' R/W , k 1 ' (l_ ' ' "' 51' l 59' 1 I VARIES 40' I 6' I 45' 14' ' VARIES 55' TYPE "B-2" CURB I I e, nc. ,oc-,,<'J, ,c ,, cc cc'(;,•:; · --- EX. C & G '-6" A.C./9" A.B. MIN" R/W ' 1 6' RANCHO SAN TA FE ROAD -TYPICAL SLC ! ION STA 53+66.61 TO STA 56+34.64 (LOOKING [AST[RL Y) NOT TO SCALE (l_ 51' I, ) VARIES 49' 40' 45' 2' J 5.5' R/W I I I I I I RANCHO SANTA FE ROAD -TYPICAL SECTION SIA =:iJ+66.61 ro STA 56+87.01 VARIES 30' (LOOKiNG F ASTFRI Y) NOT TO SCALE (l_ ' 4' 42' t 30' 8' R/W I VARIES 5.5' I -I T[X UR[D CCNCR[T[ I I I TYPE "R-1''~1 TYPE "B-1" CURB CURB I 2% 2% --~ ~ " -·,,,,c_c;:0··•c,-'•••:,,,:•,_ I E· •-~-' ;.~.~~~·~::-,··.:::-:: . .:;?;~:'/}-:..:.~ .1: . ..::.-_1,.;.i-:~-, c:,;.'..:;..:~ .. .-..;'".•. ~,:..: 6" TYPE "G" C & G \ 6" TYPE "G" C & G 5" A. C/6" A.8. MIN'* 4" P cc. Sl:JEWA T 5" A C./6" A.8. MIN" RANCHO SANTA FE ROAD -TYPICAL SECTION STA 10+64.92 TO STA 11+65.91 (LOOKING SOUTHERLY) NOT TO SCALE I ~ R/W i ,w VARIES l 42' v 1l'-----------------17i-----------=-----j1 IF __ -,_;;-;;, VARllS 4' j0' 8' I II ~ ,__----------+------Jt-J 1 II VARIES 1 5,5' I :: ,, I 11 I I I VARIES 1% ~.:N TYPF "B-1'' CURB -TYPE "8-1'' CURB I~ -1-t":::::::::: ~ . " : :· ... =>·\;.-•,, ~:,;~:•ci"'.':'>':'";.,a;_:.::,;_;},,-:,:_~;~•_.:,.,---.,. L & ~'" , ' • 5'~--A C/6" A.8. MIN·• TEXTURED CONCRETE EXISTING 1MPROVEMENTS PER DWG # 380-1 K, TO GE CONSTRUCTED GY CT 90-03 RANCHO SANTA FE ROAD -TYPICAL SECTION STA 11+65.91 TO STA 14+50.00 (LOOKING SOUTHERLY) NOT l O SCALE cs R/W v VARIES 1 5_5' I I R/W v 1 IJ,Jr' UL'-U I l_Jl'A \jL'-U I :::ii-' UL'-U I SOP 02-01 ZC 02-0" SUP 0J--01 R/W (l_ R/W VARIES I <2' , 1--k --------------+'------------1' 1 ~--="' VARIFS ,t 4' 30' "=-ss--11 1 ', oS I ii 1 11 'RIES , 5 5' 1 I Ii /\ . Ii I I I ,-------,----, -11 Ji I I I ii 'i I I ii I I I 1 11 EX. TYPE "B-1""' I I EX TYPE "B-1" !: I 11 CURB ~ CURB /Ju TO BE CONSTRUCTED BY CT 90-03 RANCHO SANTA FE ROAD -TYPICAL SECTION STA 14+50,00 TO STA 17+3~.CO (LOOKING SOUTHERLY) NOT TO SCALE r ---- -------- 7 /30/03 5/19/03 1/17/03 NO. BY D.~F THIS IS THE APP«OVED TE'JTt.TIVE !,1t,P,'SITE P'LANit'\.R ONDITIG~! ~,O. Ci OF PL",NNINQ C ~ I ,, RE50LUT10N 1,G. _-2~~- ENc NeCF,liiG DEC I ~.\>~ll"J RESUBMITT AL #2 -- RFSIFlMITT Al #1 ORIGINAL SUBl~ITTA.L )ESCRIP~ION APP'D □Y C OLIVENHAIN REVISIOl~S MUNICIPAL WATER DISTRICT HEADQUARTERS 1966 OLIVENHAIN ROAD ... --- ---- DAT[ ~I 1; CARLSBAD, CALIFORNIA CUP-6E :1 I SITE PLAN -ROAD SECTIONS ' 11 OF 38 _. - I I STORM DRAIN INLET NOTE: I PRIVATE STORM DRAIN INLETS WHICH DO NOT DRAIN / TO WATER QUALITY CONTROL BASIN SHALL BE EQUIPPED WITH FILTER SCREEN BASKETS AND FOSSIL FILTERS. I I I @ FUEL PUMPING AREA SHALL DRAIN TO A GRATED DRY SUMP. OUTLET FROM SUMP SHALL BE VALVED AND VALVE SHALL BE IN A CLOSED POSITION. ...--) I / I I -.,,--...., RQ~QO cf. / 1/ ?ROl'~it 13-t\_S\~, ~scu~~ !» CO~ 1 I', ~O\ 'o cS?'\,\, ~ ? 1/ ) fl Op[Ji ? <:., Cr ~ ci? (j -{jJ,, N'-'?-oo>sc '-~-::--J / I / qf['i-i-1 __ ___,,,..c__ _____ \~~'S. 100 YEAR FLOOD NOTE uy ..___ _,, /I 1 1 1 1 i\ p.r-Ji 11 ; .. '~-:: (' ··· ·. / r,a u ~tU\t ** -DENOTES LIMIT OF 100 YEAR INNUDATION PER ~ "DRAINAGE STUDY FOR RANCHO SANTA FE R9ADJ (FROM OLIVENHAIN ROAD TO CALLE ACERVO) \ \ BLDG \ \ \ \ /1 I n ,~I II;' -~ ,, \ I/ \ ti II I I ,, II I 1/ II ti!,. 1' u;,; , ii j( · f I r/ I X 18" R. p , !I Ill/Ill/I~ ..> d '11/1//ll/1 I '•JIJI VL V VI I\ VL VI 01 VL VI SOP ~ NO. BY \ \.u r AREA TO BE MAINTAl~ED FOR LINE OF SIGHT. NO OBJECTS OR LANDSCAPING EXCEEDING 30" IN HEIGHT THAT WOLJI. D LIMIT LINE OF SIGHT ESTIMATED GRADING QUANTITIES CUT FILL IMPORT 21,000 23,500 2,500 CY. CY. CY QUANTITIES INCLUDE THE GRADING NECESSARY FOR CONSIRUCTION OF OLI\IENHAIN ROAD, RANCHO SANTA FE ROAD A~D OMWD ACCESS ~0.2. THE ES'IMATED QUANTITIES FOR THE ROADWAYS ARE: CUT FILL l~PORT LEGEND ,.--130----EXISTING CONTOUR ,.--1 30 _.,-PROPOSED CONlOUR V 111 V CUT SLOPE ' 1p ' FILL SLOPE K C CUT /FILL LINE ---t-F )r---1-DAYLIGHT LINE TW TOP OF WALL BW BOTTOM OF WALL 7 /30/C3 '<ESUBMITT AL #3 5/19/03 ,csuBMITT AL }2 l/17/C3 1FSURMITT Al #1 1/</D2 8R1GINAL S•oB.~IT~AL 1,500 CY 2,500 C. Y 1,000 CY ' DA>E DESCRIPT 8N APP'r, RY DA TF ~ ;:: CT 90-03'' PREPARED BY PROJECT DESIGN CONSUL TAN TS AS DOCUMENT NO. 1602.50 DA TED 10-2000 AND "HEC-2 HYDRAULIC ANALYSIS C OLIVENHAIN REVISIO~S ~I MUNICIPAL WATER ++-DENOTES LIMIT PER "HEC-2 HYDRAULIC ANALYSIS PLAN PREPARED BY: ' 1 /; FOR OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS" PREPARED BY PROJECT DESIGN STA ENGINEERII\G, INCORPORA-:-ED I ,, ' . ///, I CONS P.O. BOX 2636 2530 3/4 FOOTHILL DRIVE DISTRICT HEADQUARTERS OLIVENHAIN ROAD & RANCHO SANTA FE ROAD .... CARLSBAD, CALIFORNIA ~ ULTANTS DATED 5-2003 VISTA, CA, 92085-2636 (760) 758-8057 FAX: 758-8059 y-- ':;~;:;;:~:=::;--::-::-:;;:;---------------------------------------------------------------------S-U_R_V_EY-IN_G_._c_1v_1L_&-TR_A_F_F1_c_E_N=G=IN=E=ER=IN=G==------------------------~\.., GRADING PLAN HP \2487\CUP-6.DWG 07-30-2003 I CUP-7 j 12 OF 38 ROT: -29'34'00" 0.0000,0.0000 G) ~ -c:, 0 qJ I 0 r"P D,;, II I .s-.,,1!'0" t /; () S'~l!a' S';,,I! I I HP: \2487\CUP-31.DWG 07-30-2003 ROT: -29'34'00" 0.0000,0.0000 s~.., -5),,., ' G ' R + I A-c'A' "N'-1"+-------F + + I ,A'i,'..;z--+:i::_+ + + + +o + ~+ "' . I t 0 \\ 0 ~ 0 0 O ~ --.:0::- 0 --::::--__ • 0 0 0 0 ·oo --,__ 0 --= -::::.- 0 ~ 0 0 0 --.::::-0 0 0 0 0 0 -::-~--:::::- 0 -----------=-----=----=----=-~ ~---=--=----=-...........- 0 0 • o o• 0 0 0 0 D 0 ___ ------- LOT 130, CT 81-16, MA OPEN SPACE FASrliAt 255-192-58 RANCHO Sl\NTA E£ ROA[)_ 1140 0 0 LO II w _J <r:: u VJ ~[t~----------- ~ -(-:::::__---,-41,00 ~----~--J------+--· ---------f-3 . 45;oo ---=::c:::c _ _:----_ _-=,-46+00 ----=~-~--+---c---i-- ~~~ - ~~-~-.~ ~==-~0°;_~--~==ii-=ii-=i~==ii~-~~~-~ 0 ~.9., . . . . . ,,-.. ~a . . . . . . ~-1'-to '1%, .,. -~,l'>c\;>--·.·.·. ::: ·: [~~~~~..,..,~~· ·.:~'%i ...... · _,_, . . . . . . .. . -:. ;.,.... . ' . . .-'!lq. . . . . . . . ..... . . . . . . . . . . .. . . . . . . -. . ..... . . . . . . .. . . ..... . . . ·~·.· ... . .... ' ..... . . . . . ., . O.· ·.· . . . . ... . ._);:)-"""' .... . 0 LEGEND W.1;:J -DENOTES AREA OF ADDITIONAL EASEMENT FOR STREET PURPOSES TO CITY OF CARLSBAD (APPROX 17,555 S.F.) f:;:;:;:::::;:;:J -DENOTES AREA TO BE VACATED OR QUITCLAIMED TO OlvlWD (APPROX 49,225 S.F.) I ~J -DENOTES AREA OF ACCESS EASEMENT TO CITY OF CARLSBAD RECORDED MAY 2, 1996 AS FILE NO, 1996-0222579 OF O,R, TO BE QUITCLAIMED (APPROX 6,268 S.F.) [+ + + ,j -DENOTES AREA OF PROPOSED ACCESS EASEMENT TO CITY OF CARLSBAD (APPROX 19,641 S.F.) .. ....... ·. ·.. '-..;:~-" ,.c:Q,......... '· ·,--:-:-:....... . . ·••·••~··: o· .. . '. . . . . --..--.... .. ))Ir, -1c , "1.-'Jf"r ,e-0)) D .- ,....--,..--, ~o \ .. . ·~ ·-<7h'>-:-... to ........ t,· . "-. . . . · .. cf,: • " . "" . ' . . ....... ·-:-: ... : . . ........ . ·--.. . . . ""1 . . ... ·.~--•\ w;-........ .... . ·---....._ ... . -.....:--.:__-_.. bXX><J -DENOTES AREA OF ADDITIONAL EASEMENT FOR STREET PURPOSES PLAN PREPARED BY: TO THE CITY OF ENCINITAS (APPROX 8,580 S.F.) f-u3] -DENOTES AREA OF PUBLIC PEDESTRIAN ACCESS EASEMENT TO THE CITY OF CARLSBAD (APPROX 1,400 S.F.) STA ENGINE'FRING, INCORPORATED F 0. 30X 2636 2530 3/4 fO0THILL DRIVE VISTA, CA 92085-2636 (760) 708-8057 FAX: 758-8059 SURVEYING, CIVIL & TRAFFIC ENGINEERING \JUI VL UI \..11 II '-_lL I.JI 01 UL VI SCP C2 01 ZC 02-01 \ \ I I SUP 03-01 % ((' % ~~ ~ %~ '0~~~ ....A I I I I I I I \ ~ I \ I I I / / I ' I I I 7 /30/0J RESUBMIT! AL #2 5/'9/03 RlSUBl~ITTAL #1 '/17 /03 ORIGINAL SU~MI ll AL r~-c--8 +----cc8cc-Y --t-'cn~AT[ DESCRPTIO~ --"=----'-------~--~--1 APP'D BY DATE I >o=L=I v==E=N ==H A==l77N =M7.Rl~==:=IS~~o~;==1=::::=p A=::=L==:=::W77A~TE:==:=R=:=~ I DISTRICT HEADQUARTERS OLIVENHAIN ROAD & r~ANCHO SANTA FE ROAD CARLSBAD, CALIFORNIA CFO NO. 2 -DEDIC/'\ TIONS & VACA I IONS CUP-31 37 OF 38