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HomeMy WebLinkAboutCUP 01-04; CHURCH OF JESUS CHRIST - LDS; Site Plan). V) ,c. ~ 0 ...., ' ' 1-. .. ~ ~ "I 1---~ ~ () ' !.(. .... <\ () ~ ":t: l" V ~ 'U ~ GENERAL SITE INFORMATION & SITE/PARKING CRITERIA: -STREET ADDRESS: TO BE PROVIDED BY CITY DURING THE PERMIT PROCESS -ASSESSOR PARCEL NUMBER: APN#22J-060-50 -SITE ACREAGE: 6.817 ACRES {296,949 SF) -EXISTING ZONE AND LAND USE: P-C(PLANNED COMMUNITY) UNDEVELOPED PROPOSED LAND USE: CHURCH -TOTAL BUILDING COVERAGE: 5.67% -BUILDINGS SQUARE FOOTAGE: 16,842 SF -PERCENT LANDSCAPING: J2% ~ -PARKING CRITERIA: SEE TRAFFIC IMPACT ANALYSIS APPENDIX "A" BY KIMLEY- HORN & ASSOC., INC. (KHA0935310000 JUNE 1,2001) ,._ __ AREAS OFFICES • 3765 SF CULTURAL CENTER (PUBLIC ASSEMBLY) = 2498 SF / 356 PERSONS EDUCATIONAL (PUBLIC ASSEMBLY) = 1538 SF / 222 PERSONS 254 FIXED SEAT CHAPEL PARKING REQUIRED OFFICES 3765 SF. ONE SPACE / 200 SF = 19 SPACES PUBLIC ASSEMBLY 4036 SF. ONE SPACE / 100 SF OR ONE SPACE / 5 SEATS WHICHEVER IS GREATER = 116 SPACES 254 FIXED SEATS CHAPEL ONE SPACE / 5 SEATS = 51 SPACES I I I 70' DRAINAGE EASEMENT .... LIMITS OF G~ADING 186 TOTAL SPACES REQUIRED PARKING PROVIDED 183 STANDARD 6 ACCESSIBLE 189 TOTAL SPACES PROVIDED -AREA OF SITE WHICH IS UNDEVELOPABLE PER ORDINANCE SECTION 21 .53.230 NOT APPLICABLE -CUBIC FOOTAGE OF STORAGE SPACE: 1,512 CF -ESTIMATED WEEKDAY VEHICLE TRIP 15/1000 SQ. FT. OF BUILDING GENERATION RAT~ 4 (TRIPLE RATES FOR SUNDAY OR DAYS OF ASSEMEBLY) 16,870/1DOOx15 = 250 253x3 = 750 SITE AN EASEMENT FOR FLOOD DRAINAGE CHANNEL AND PURPOSES INCIDENTAL THERETO IN FAVOR OF SAN DIEGO COlJNTY FLOOD CONTROL DISTRICT ZONE 1, RECORDED OCTOBER 22, 1980 AS FILE NO. 80-350521 OF OFFICIAL RECORDS. BY A RESOLUTION RECORDED DECEMBER 20. 1985. AS FILE 85-481726 OF OFFICIAL RECORDS PORTIONS OF SAID EASEMENT HAVE BEEN VACATED AND ABANDONED. LOT 6 GENERAL PROJECT INFORMATION: AN EASEMENT FOR FLOOD DRAINAGE CHANNEL AND PURPOSES INCIDENTAL THERETO IN FAVOR OF SAN DIEGO COUNTY FLOOD CONTROL DISTRICT ZONE 1, RECORDED OCTOBER 22, 1980 AS FILE NO. 80-350521 OF OFFICIAL RECORDS. BY A RESOLUTION RECORDED DECEMBER 20, 1985. AS FILE 85-481726 OF OFFICIAL RECORDS PORTIONS OF SAID EASEMENT HAVE BEEN VACATED AND ABANDONED./ CARLSBAD TRACT NO, 84--7(8) MAP NO. 1163fr i' I PARCEL 3 I t ------------------------------~~------'-~--------------OWNER: APPLICANT: LOCATION MAP "'"""" CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 61 EAST NORTH TEMPLE STREET SALT LAKE CITY, UTAH, 84150 ATTN: RICK KAUFMAN (801) 321 -3600 (760) 438-5321 BSW INTERNATIONAL 2301 DUPONT DRIVE SUITE 150 IRVINE, CALIFORNIA 92612-1538 ATTN: ERIC JENNINGS (949) 833-8775 I I I ENGINEER OF RECORD: PROJECT NAME: SUBMITTED FOR: MARK A THOMPSON, P.E. ONE WEST THIRD STREET SUITE 100 TULSA, OK. 74103-3505 (918) 295-4154 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS MEETING HOUSE CARLSBAD, CALIFORNIA CONDITIONAL USE PERMIT PRELIMINARY REVIEW < PLANNING COMMISSION DETERMINATIONS SCHOOL DISTRICT: WATER DISTRICT: SEWER DISTRICT: i. SAN DIEGUITO UNION SCHOOL 701 ENCINITAS BLVD. ENCINITAS, CA. 92924 (760) 753-6491 OLNENHAIN MUNICIPAL WATER 1966 OUVENHAIN ROAD ENCINITAS, CA. 92024 (760) 753-6466 DISTRICT DISTRICT LEUCADIA COUNTY WATER 1960 LA COSTA AVE. CARLSBAD, CA. 92009 DISTRICT (760) 753-0155 LOT 8 ISSUED FOR: CONDITIONAL USE PERMIT, CUP 01 -04, 01 /17 /01 LEGEND: EXSTING PROPOSED --SD--n-r.n:r..n:t.n:I:.tU'.rl.."T_rLT_ STORM DRAIN GUARD RAIL RETAINING WALL IE] TRANSFORMER €J STORMCEPTOR . SDMH@ STORM DRAIN MANHOLE • AREA INLET o--o 8 /-~----y------1.,(,7:~~f-."V'---~- ( FZZZZJ PEDESTRIAN CROSS STRIPP~ --$S---"-A A...-,-A___ ~--~ ✓,,.__ ---•-s!;~ SANlfA Y SEWER -- -----UT·---·· -[-- -G·- --w-- 0 '°'" ~, .. - EXISTING WATER LINE --UT- --UE- -G- --w-- SDMH@ SSMH@ FH-¢- wMf2J INDICATES RECORD DATA PER PM 13524 ....... . INDICATES DOCUMENT RECORDED 12/15/93 AS DOC# 1993-0845350 . . { } .. DD UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC GAS LINE WATER LINE STORM DRAIN MANHOLE SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER 0 40 80 ~ -'-,:---~'-GRAPHIC SCALE: 1" = 40' 7 4/30/02 CRR #6 & 2/4/02 CRR #5 & 1/8/02 CRR #2 ,I_;, /..:!_.:.,_ 7/23/01 CRR #1 ffi 2/23/01 SITE LIGHTING NO DATE DESCRIPTION REVISIONS STIPULATION FOR REUSE OR ALTERATIQN THIS DRAWING IS PREPAREO FOR USE ON A SPECIFIC SITE AT CARLSBAD, CALlf'ORNlA, CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 1 /17 /01 • AND IT IS NOT SUITABLE NOR AUTHORIZED FOR USE ON A DIFFERENT PROJECT SITE. USE OF THIS DRAWING FOR REFERENCE OR EX.<MPLE ON ANOTHER PROJECT REQUIRES THE APPROVAL OF THE ENGINEER OF RECORD. MODIFICATION OF THIS DOCUMENT WITHOUT THE AUTHORIZATION OF THE ENGINEER OF RECORD 1$ PROHIBITED. THOMAS F . • KEETER, P E., l~IC. ONE WEST 3rd STREET SUITE 100 TULSA, OK 74103 (918) 582-8771 THE CHURCH OP JlBSUS CHRIST OP LATI'BJl.-,DAY SAINTS ,;;-/·6 ENGINEER OF RECORD MARK A. THOMPSON, P.E.(C-60437) CALL BEFORE YOU DIG. IT IS THE LAW! SITE DEVELOPMENT PLAN UNDERGROUND SERV. ALERT SOUTH 48 HOURS ADVANCE NOTICE REQUIRED 1-800-227-2600 PROJECT BENCH MARK BM: s DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD BRONZE DISK IN CONCRETE tJONUMENT ABOUT 200' NORTH OF STATION 261+98.75 RANCHO SANTA FE ROAD ~ R.S. 454 ~ NEAR FENCE EAST SIDE OF ROAD COUNTY BENCH LEVEL J-0302 1 76.18 M.S.L. DATUM: U.S.C.&G.S. CARLSBAD, CALIFORNIA PROJECT # 4 00 000 DESIGNED BY: FU DRAWN BY: JS CHECKED BY: MAT DATE: 1/17/01 SliEET NUMBER C1 SHT. 1 OF 6 II.. • EXISTING 20'----.. SANITARY SEWER EASEMENT -=-------= --- I 1.,: _.,,...-•., ·. l I ,'\ / I I ' ' .,.,, / -/,_ I 1Cli11 I ' / ,....._.1 ,,,...n I IF--.-' , . /, --i.-' V , . ' -' ' I I ' DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUUBER 1 P-1 ® STRUCTURE TYPE ATRIUM INLET ;.REA INLET TOP OF GRATE INVERT OR RlkA ELEV. IN 257.70 INVERT OUT 255. 70 253.50 256.60 PIPE LENGTH (FEET) 110' PIPE SIZE/TYPE 10" PVC P-2 253.33 249.73 179' 12" HOPE ,-~---,....=~==-==~-----t---,.-----t----· ·--·~--"-@ ATRIUM INLET 257. 70 P-2A @ P-3 © P-4 5 @ P-6 4' MANHOLE STORMCEPTOR MODEL soo• ENERGY OISSIPATOR PAO DRAIN INLET ENERGY OISSIPATOR ENERGY DISSIPATOR 260.80 255.30 254.00 254.51 251.01 35' 10" PVC 249. 73 246.17 110' 12" HOPE 2◄5.92 240.92 so· 15" HDPE 240.00 234.42 228.92 55' 15" HOPE 22B.00 230.00 236.77 231.17 289' 24" RCP NOTE: SEE "STORM DRAINAGE STUDY REPORT" PROJ. NO. 45001 000 ' I PERCENT SLOPE 2.00,C 2.01,c 10.00% 3.24% 10.001' 10.00% 1.94'1 • WITH GRATED INLET TOP • WITH GRATED INLET TOP lOT 6 / ' ' ISSUED FOR: CONDITIONAL USE PERMIT, CUP 01-04, 01/17/01 ' I AREA LEGEND LEGEND: NOTE: ADD 200 TO PROPOSED CONTOUR LABEL AND SPOT ELEVATIONS. SHOWN WITH TWO DIGITS FOR CLARITY & SPACE. NOTE: 2: 1 EMBANKMENT SLOPES SHALL HAVE SOIL BACK-FILLED RIP-RAP WITHOUT GEO FABRIC FOR EROSION PROTECTION. ALL OTHER SLOPED EMBANKMENT WILL BE 3: 1 AND HYDRO SEEDED UNLESS SHOWN OTHERWISE FROM THIS PLAN OR THE LANDSCAPE PLAN. I CARL.SElAD TRACT NO. 84-7(6) MAP NO. 11 6:36 LOT 7 Ah I',' AREA PROVIDED FOR CREEK HABITAT BUFFER (BIOLOGICAL MITIGATION + RIP-RAP AREA) AREA OF BIOLOGICAL MITIGATION AREA OF WETLAND HABIT AT LOSS (LESS THAN 300' LONG) AREA OF RIP-RIP OVERALL SITE ACREAGE PARCEL :i P.M. i :3524 ' ,, 440' CALTRAN SIGHT DISTANCE 45,235.07 SF/ 1.04 ACRES 31,930.67 SF/ 0.73 ACRES 5,922.76 SF/ 0.135 ACRES 13,304.4 SF/ 1,478 SY/ 0.305 ACRES 296,949 SF/ 6.817 ACRES 20' SEWER EASEMENT DEDICATED TO LCWD PER DOC. NO.:. DATE: EXSTING 0--0 --ss-- ···· ···UT~··· ·-· [ ----· --G-- ----·W---- 0 t<>f EXISTING (2) 72" RCP PROPOSED n:t.tU..n:r.n:r.n..1.n..~ STORM DRAIN GUARD RAIL -------· LIMITS OF GRADING SDMH@ • --.a LIMITS OF RIP-RAP SPECIALLY LANDSCAPED FOR BIOLOGICAL MITIGATION RETAINING WALL TRANSFORMER STORMCEPTOR STORM DRAIN MANHOLE AREA INLET DRAIN INLET LIGHT POLE -SS--SANITARY SEWER -IJT--UNDERGROUND TELEPHONE -UE--UNDERGROUND ELECTRIC --G --GAS LINE -W-WATER LINE SDMH ® WM [ZJ -250- ['""250.00 80 40' NO STORM DRAIN MANHOLE SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER CONTOUR LINE SPOT ELEVATION TW=TOP WALL TG=TOP OF GRATE TS=TOP SLOPE OF EMBANKMENT FL=FLOWLINE CRR #5 1/8/02 CRR #4 0/17/01 CRR #J 8/10/01 CRR #2 CRR #1 DATE DESCRIPTION REVISIONS STIPULATION FOR RflJSE OR ALTERATION THIS DRAWING IS PREPARED FOR USE ON A SPECIFIC SITE AT CARLSBAD, CALIFORNIA, CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 1/17/01, AND IT IS NOT SUITABLE NOR AUTHORIZED FOR USE ON A DIFFERENT PROJECT SITE USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE APPROVAL OF THE ENGINEER OF RECORD. MODIFICATION OF THIS DOCUMENT WITHOUT THE AUTHORIZATION OF THE ENGINEER OF RECORD IS PROHIBITED. THOMAS F . • 1<:EETER, P.E., INC. ONE WEST 3rd STREET SUITE 100 TULSA, OK 74103 (918) 582-8771 nll!CHUBCHOP JESUS CHRXS'r OP LATl'Ell.·DAY SAINTS §•/- ENGINEER OF RECORD 1·····--.._,/--.'v-·•-.."c/;--"-'.-~.•--·\ ' ' rf----------------".,.,. _____ ...;.. __________ __,,------------------------~ MARK i\ EARTHWORK VOLUMES:' A. THOMPSON, P.E.(C-60437) 7---... ---- Fl LL: 42,000 CY \, IMPORT/EXPORT: 42,00D CY IMPORT / / CY/ACRE \ FILL: 6,161 I \ ) / '· ' (j) -------------------------1/} 6,161 I (dl LEUCADIA COUNTY WATER DISTRICT"\ , 1 ) @ IMPORT: PUBLIC SEWER SYSTEM APPROVAL .__,.-,, .......... /\ . .__ As: ..... ,.,,/'--... ,.--', APPROVED BY: LCWD DISTRICT ENGINEER -../ · STEVE DEERING RCE 26514 DATE ~OB NUMBER '' ' FILL INCLUDES 10% CdMPACTION FACTOR. KEY NOTES: CALL BEFORE YOU DIG. IT IS THE LAW! UNDERGROUND SERV. ALERT SOUTH 48 HOURS ADVANCE NOTICE REQUIRED 1-800-227-2600 12" WIDE SEGEMENTED RETAINING WALL WITH HANDRAIL {KEYSTONE) HEIGHT VARIES FROM 6" TO 6'. 12" WIDE SEGEMENTED RETAINING WALL t--F_L_O....,O,....D,.....,..._Z_O_N_E_D_A_T_A~: ----------1 WITH HANDRAIL (KEYSTONE) HEIGHT ZONE "X" (OUTSIDE THE 100 & 500 YEAR FLOOD PLAN). SOURCE VARIES FROM 6" TO 3'. OF DATA, PREPARED BY FEMA USING $ANGIS MAP DATA, DATA 3' CURB OPENING REMOVE EXIST. HEADWALL & 20± LF OF 24" RCP STORM DRAIN. DEMOLISH & REMOVE 75± LF OF EXIST. CONCRETE SWALE. EXISTING 4' DIA. STORM SEWER MANHOLE (CITY SYSTEM). ADJUST TOP OF MANHOLE TO 251.70. LID SHALL BE RATED HS-20. CURRENC~ JUNE 1997. PROJECT BENCH MARK BM: s. DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD BRONZE DISK IN CONCRETE MONUMENT ABOUT 200' NORTH OF STATION 261 +98.75 RANCHO SANTA FE ROAD ~ R.S. 454 ~ NEAR FENCE EAST SIDE OF ROAD COUNTY BENCH LEVEL J-0302 176.1 B M.S.L. DATUM: U.S.C.&G.S. GRADING DRAINAGE & PLAN CARLSBAD, CALIFORNIA PROJECT i 5001000 DESIGNED BY: FU DRAWN BY, JS CHECKED BY, MAT DATE: 1/17/01 SHEET NUMBER C2 SHT. 2 OF 6 ½ q " I ~ ., ' "' ~ ~ " ~ I( • CONSTRUCTION KEY NOTES: (D INTERNATIONAL ACCESSIBII.JiY SYMBOL. RE: SAN DIEGO REGIONAL STANDARD DRAWING NO. M-29. ® @ © ® ® DISABLED PARKING SIGN. RE: SAN DIEGO REGIONAL STANDARD DRAWING NO. M-2!1A. PAINTED PARKING LOT STRIPE. SEE NOTE #4 THIS SHEET, HANOICIIPPED STRIPING. REFER TO DETAIL 7 OF 7 IMPROVEMENT PLANS HANDICAPPED PARKING RAMP. REFER TO DETAIL 7 OF 7 11.tPROVEMENT PLANS PAO-MOUNTED TRANSrDRMER. CONCRETE PAD BY CONTRACTOR. REFER TO SOG&E STANDARDS. TRANSFORMER BY SDG&E. CONTRACTOR SHALL COORDINATE WITH SDG&E AND PAY ALL ASSOCIATED FEES, STAIRS Wlltt HANDRAIL. REFER TO STRUCTURAL DRAWINGS. LIGHT POLE II: FIXTURE. RE: G1 .4 11: S0103. TRASH ENCLOSURE. RE: ARCHITECTURAL DRAWINGS. CONCRETE FLUME. RE: 7 OF 7 IMPROVEMENT PLANS SS CLEANOlJT. REFER TO GRADING PLAN. 5' W. CONCRETE SIDEWALK. RE: SAN DIEGO REGIONAL STANDARD DRAWING NO. G-7. 3' CURB OPENING. CONCRETE WHEEL STOP RE CllY OF CARLSBAD STANDARDS. CURB RAMP (TYPE 0). RE: SAN DIEGO REGIONAL STANDARD DRAWING NO. G-31 & G-32. CURB RAMP (TYPE A). RE: SAN DIEGO REGIONAL STANDARD DRAWING NO. G-27. GUARDRAIL (12~± LF), RE: SAN DIEGO REGIONAL STANDARD DRAWING NO, M-30 THRU M-JJ. GUARDRAIL (140± LF). RE: SAN DIEGO REGIONAL STANDARD DRAWING NO. M-30 THRU M-3J. SINGLE CRATE INLET, REFER TD GRADING PLANS. ATRIUM INL!T. REFER TO GRADING PLANS. STORMCEPTOR. REFER TD GRADING PLANS & 06 / 7 OF 7 IMPROVEMENT PLANS SANrTARY SEWER MANHOLE. REFER TO GRADING PLANS. STORM Dlt<lN MANHOLE. REFER TD GRADING PLANS. 12" WIDE SEGEMENTED RETAINING WALL WITH HANDRAIL (KEYSTONE SEGMENTED), HEIGHT VARIES FROM s• TO J'. REFER TO STRUCTURAL DRAWINGS. @ 12" WIDE SEGEMENTED RETAINING WALL WITH HANDRAIL (KEYSTONE SEGMENTED), HEIGHT VARIES FROM 5• TD 10'. REFER TO STRUCTURAL DRAWINGS. @ CONCRETE ENERGY DISSIPATOR W/ RIP-RAP. REFER TO GRADING PLAN @ @ @ ® ® ® STOP BAR. RE: 5 / 7 OF 7 IMPROVEMENT PLANS PROPOSED 12'xH' STORAGE SHED, RE: ARCHrrEcrs DRAWING A111 S>J/1 CUT FULL DEPTH. MEET & MATCH EX. PAVEMENT AT DRIVEWAY PER CrTY OF CARLSIW> STANDARDS. CAUTION: EXISTING UNDERGROUND lJTILJTIES. DO NOT DISTURB. SAW ClJT FULL DEPTH. MEET &; MATCH EX. SIDEWALK, CURB & GUTTER PER CITY OF CARLSBAD STANDARDS, PAINTED PARKING LOT STRIPES TO DESIGNATE "ND PARKING AREA". SEE NOTE f 10, THIS SHEET @ CURB & GUTTER (TYPE G). RE: SAN DIEGO REGIONAL STANDARD DRAWING ND. G-2. ~ ® 6' STRAIGHT CURB. RE: SAN DIEGO REGIONAL STANDARD DRAWING NO. G-1. 6' STRAIGHT CURB TREE PLANTER. RE: 8 / 7 OF 7 IMPROVEl.lENT PLANS / ! . . r / ; / / ~ I I I co I I 0 -----~~~l~~~~DJ~~Rj~ _ ....! EASEM NT J. :_} .. L ..... 0 3 0 I 01 I 3 AN EASEMENT FOR FLOOD DRAINAGE CHANNEL AND PURPOSES INCIDENTAL THERETO IN FAVOR OF SAN DIEGO COUNTY FLOOD CONTROL DISTRICT ZONE 1, RECORDED OCTOBER 22, 1980 AS FILE NO. 80-350521 OF OFFICIAL RECORDS. BY A RESOLUTION RECORDED DECEMBER 20, 1985. AS FILE 85-481726 OF OFFICIAL RECORDS PORTIONS OF SAID EASEMENT HAVE BEEN VACATED AND ABANDONED./! SSMH • ---u--~j'" ·o 34 EXIT AN EASEMENT AS SHOWN ON THE MAP THEREOF, FOR 70 FOOT OPEN SPACE. SEE PARCEL MAP NO. 13524 TO REMAIN. I I SITE PLAN NOTES: 1. ALL DIMENSIONS ARE TO THE CENTERLINE OF PAINT STRIPES AND OR TO THE FACE OF CURB, AND ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL, UNLESS OTHERWISE NOTED. 2. 3. 4. 5. REFER TO GRADING PLAN SHEET 3 OF 7 FOR SPOT ELEVATIONS. EXPANSION AND CONTRACTION JOINTS ARE TO BE PLACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. STRIPING TO BE PAINTED WITH (2) COATS TRAFFIC PAINT IN SINGLE 4" WIDE LINES, UNLESS NOTED OTHERWISE. USE WHITE IN PAINT COLOR. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. ANY DISCREPANCY FOUND SHALL BE DISCUSSED WITH THE ENGINEER OF RECORD PRIOR TO ANY CONSTRUCTION WORK. 6. ALL RADII ARE 3' TO FACE OF CURB, UNLESS NOTED OTHERWISE. 7. CONTRACTOR SHALL COORDINATE STAGING AREA WITH LDS'S CONSTRUCTION MANAGER. 8. ALL WORK WITHIN THE LIMITS OF THE R.O.W. SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF CARLSBAD AND COUNTY OF SAN DIEGO SPECIFICATIONS. 9. ALL EXISTINt: TRAFFIC Slt:NS, UTILITY POLES, VALVES, METERS, VAULTS, ETC., ALONG THE PUBLIC R.O.W. ARE TO REMAIN IN PLACE, UNLESS NOTED OTHERWISE. 10. STRIPINt: TO BE PAINTED WITH (2) COATS TRAFFIC PAINT IN SINGLE 4" WIDE LINES, SPACED AT 2'-0" O.C.,UNLESS NOTED OTHERWISE. USE WHITE IN PAINT COLOR. 11. CONTRACTOR TO REFER TO A101 ARCHITECTURAL FLOOR PLAN FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULES, TRASH ENCLOSURE AND BUILDING DIMENSIONS. 12. THE LANDSCAPE DESIGNER IS RESPONSIBLE TO UTILIZE PLANTING AND IRRIGATION TECHNIQUES THAT LEND THEMSELVES TO OPTIMUM CONSERVATION OF WATER RESOURCES 13. SEE SHEET 4 OF 7 IMPROVEMENT PLANS FOR COORDINATES DATA AND ADDITIONAL NOTES. ✓ 2dJi 24 o· 20.0 20.0· 24.0' 20.0' 24.0' ---·-~ 20 o· 20 o· 24.o· 20 o· EXIT / i ' I / :A[STA. -~ -----AN EASEMENT FO OLES, WIRES AND-· INCIDENTAL PURPOSE IN FAVOR OF SAN --DIEGO GAS AND ELECTR COMPANY BY ----,I/ DOCUMENT RECORDED JUN 11, 1986 AS -I -' FILE 86-233699 OF OFFICIAL ECOROS, ---.J" SEE PARCEL MAP NO. 13524 -TO REMAIN. ---....._______ - --------- ------------ NOTE: FOR CLARITY, SEE CALTRAN SIGHT DISTANCE TEMPLATE ON SHEET GRAD! NG PLANS 2 OF 7 INDICATES RECORD DATA PER PM 13524 ....... . [] INDICATES DOCUMENT RECORDED 12/15/93 AS DOC# 1993-0845350 . . ... DD ---- ----- IMPORT ANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT COOE REQUIRES A OIGALERT INDENTIFICA TION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT 1.D, NUMBER CALL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG -- BENCH MARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: I AN EASEMENT FOR FLOOD DRAINAGE CHANNEL AND - PURPOSES INCIDENTAL THERETO IN FAVOR OF SAN DIEGO COUNTY FLOOD CONTROL DISTRICT ZONE 1, RECORDED OCTOBER 22. 1980 AS FILE NO. 80-350521 OF OFFICIAL RECORDS. BY A RESOLUTION RECORDED DECEMBER 20, 1985. AS FILE 85-481726 OF OFFICIAL RECORDS PORTIONS OF SAID EASEMENT HAVE BEEN VACATED ANO ED .,V" AMNOON. ~-.~~ ,·:,J':' ·r,ll.:··/~ J .,,)",; ,£'_ ... ,~ ,,· ' • / _,,,., ., ·•.oi, f;·' ,.:;)"'''' ·~!! ft,..-,r ,,,,._, d'•:~• '";',f/1~ ' ,,,.,, ;.~;;~~·',· ' ·, J ~-· '"_,,-"! . . · STANDARD BRONZE DISK IN. CONCRETE MONUMENT ABOUT 200' NORTH OF STATION 261+98.75 RANCHO SANTA FE ROAD ~ R.S. 454 ~ NEAR FENCE EAST SIDE OF ROAD COUNTY BENCH LEVEL J-0302 176.18 M.S.L. DATUM: U.S.C.& G.S. 5 o· "i::,,+-, ___ "'""' O>>j---~~~/1i--~~ 0 ,- OCJ P ROPOS EO TRAFFIC CONTROL STRIPING. 8 LS 35~3c= 3 "PROPOSED" THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS EXIT LS 0 16,842 S.F FFE=258.40 EXIT o g' ir •4!,'f At±::t±::t::l "' I'-+++-+--+-< STREET LS 12 -- so· 24·-1 '; □ii-EUINGI 'c l1NE --= -.....-cc :M'- 0 , 1>('i'.:'> ~ 16 70' '"'- -·-EXIST. TRAFFIC CONT,'lOL STRIPING ALONG CAMINO DE LOS COCHES. , 'TY DISTRICT APPROVALU,) ..__..:,,.,_AN EASEMENT FOR PUBLIC ROAD AND SLOPE RIGHT PURPOSED ANO PURPOSES INCIDENTAL THEREOF, IN FAVOR OF THE CITY OF CARLSBAD, RECORDED JULY 14, 1977 AS FILE NO. 77, 281161 OF OFFICIAL RECORDS. TO REMAIN. CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS THIS JS tfjp Jl/'P;'"'"f:"f) 't'BNf NO. OF F.H.(S)_1_ F.FLOW 1150 G.P.M. OUT OF_1_f.H.(S). f>LAN PER cr:,"10'1 'J"[ , ; ' ' . f..:.tlVEM:~'i>i~n..,,_-t-----------------i BLDG. SPRINKLED<:tfSJNO , . F.FLOW __ G,P.M. COMMISSro~.:' R'r;sb~ 'J1 . .:-~ ~--•·· Pr l'I .AN;,; :",CA LSB AD MUNICIPAL WATER DISTRICT · ·· ~N N(:J, !;J'a_~,-,. FIRE MARSHAL 0 ! ~ -4-0 80 j GRAPHIC SCALE: 1 • = 40' "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: --S!i,ts-01.._,_ uY , 9/r u IMPROVEMENT P 1-1''1 c u,,·p: · U,:,, -i;;,· · • ·,,,.-:-.,'l"""iJ ~ 1M AME. PLUMMER ..!..!.-'-'-'----'--'-'::e..._::.....:c:.,.:c.!..!=:c.:....:....:.._.!.....=--""pl..;:: , ..... _::__ . , .. . ., • .'' '"" 11,l''vU:,,, _V'_ ·--~~ TRICT ENGINEER R.C.E. 28176 INSPECTOR DATE DATE DATE -----------~,,.__,=~---="!= r_== --+=r= --== --== --== --== --== --== --== --== ...J-~= --== --=tr_== --l~tr_== -+=i== --== -+r= -_=:::: 7-;::I ::;::SH::;:2EE:;::;:T~I =c;:I;;T;;Y;::::O:;::::;F;:;:=C:;:::A:;::;R::;:L::;S:::;B;:::A~D~,:;SH=.;E7;;;;ET~S I ENGINEERING DEPARTMENT ~==-=====================:.== ::Z· z, . .,...,_ DATE EXP. 6/30/04 II\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE !NI TIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: THE CHURCH OF APPROVED CITY ENGINEER PE DWN BY: CHKD BY: RVWD BY: JESUS CHRIST OF LATTER-DAY SAINTS PORTION PAIICIL • P.11. 18112 • EXPIRES DATE PROJECT NO. NO. CUP 01-04 L----------------------------------------------------------·-------------------------'-------------------,JL..-__ j__ ________ _i::::::.::.::'.:::..L=~:::.i==~~=================::::.l I I DRAWING ()v1 v,1n i V) I<. () q " ::J. I ~ "' ' 'I( ~ "1 ~ ~ ~ ~ Cl \ IL --" " "<. Cl.. V ~ ~ ~ \) \J EXISTING 20'--- SANITARY SEWER EASEMENT EXISTING SANITARY SEWER MANHOLE 12" FL = 214.42 ., :~·;: ::: .. / -, 70' DRAINAGE AREA SPECIALLY~- LANDSCAPEQ: FOR/ . .. BIOLOGIC:AL .. MITIGATIQN . EJ,SEMENr·· / CAMINO / -------..:~ i: ~: ------ DRAINAGE STRUCTURE SCHEDULE STRUCTURE STRUCTURE TOP OF GRATE INVERT INVERT PIPE LENGTH PIPE PERCENT NUMBER TYPE OR RIM ELEV. IN OUT (FEET) SIZE/TYPE SLOPE (.!) ATRIUM INLET 257.70 257,70 25J.50 110' 10" PVC 2.00,, P-1 @ ATRIUM INLET 257.70 257. 70 25J.50 53' 10•· PVC 2.00% P-7 ~® AREA INLET 256.60 25J.33 249.73 179' 12 .. HOPE 2.01% P-? @ ATRIUM INLET 257.70 254.51 251.01 35• 10" PVC 10.00% P-?A @ - P-3 4' MANHOLE 260.80 2<4-9.73 246.17 110' 12" HOPE 3.24% © -----·-STORMCEPTOR 255.30 245.92 240.92 so· 15" HOPE 10.00% P-4 MODEL 900* -·--···-@ ENERGY 240.00 DISSIPATOR ® PAD DR>IN 254.00 INLET 252.00 234.67 J05' 10" PVC 5.68% P-5 @ 239.50 ---------- STORMCEPTOR P-SA MODEL 2400"' 234.42 228.92 55' 15" HOPE 10.00% @ ENERGY 228.00 DISSIPATOR ----© ENERGY DISSIPATOR 230.00 289' 24" RCP 1.94:V. P-6 2.36. 77 231.17 NOTE: SEE "STORM DRAINAGE STUDY REPORT" PROJ. NO. 45001000 1 ... ·i DE LQS/COCHES • WITH GRATED INLET TOP SORSD 0-41 • WITH GRATED INLET TOP SDRSD 0-41 SDRSD D-41 44.0· CALTRAN"- SIGHT DISTANCE r '. i . NOTE: ADD 200 TO PROPOSED CONTOUR LABEL AND SPOT ELEVATIONS. SHOWN WITH TWO DIGITS FOR CLARITY & SPACE. NOTE: 2: 1 EMBANKMENT SLOPES SHALL HAVE SOIL BACK-FILLED RIP-RAP WITHOUT GEO FABRIC FOR EROSION PROTECTION. ALL OTHER SLOPED EMBANKMENT WILL BE .3:1 AND HYDRO SEEDED UNLESS SHOWN OTHERWISE FROM THIS PLAN OR THE LANDSCAPE PLAN. 61.55± MATCH EXIST. ····o 0 ZI · .. ,,w· "PROPOSED~ THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1 J' SIGHT DISTANCE SETBACK '-· EXISTING 24" RCP STORM DRAIN :j <( • \\ 0 <( > • GRADING PLAN LEUCADIA COUNTY WATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LCWD DISTRICT ENGINEER STEVE DEERING RCE 26514 DATE JOB NUMBER ~\\~cf s:sz,~,, S) / ,,1< " /!)'/ MARK A. "•'%o', iif~THOMPSON \'!,;.\ I~ 1\=R•I "' NO. C60437 ;"0 } * '"k JO·ol/.~ *' CIVIL '!I d';,. ·,;,.o/ -111; ... ___ _../"' ''"'"~ C P..i~':-~f/,, AREA LEGEND STANDARD LEGEND: DRAWING EXSTING PROPOSED AREA PROVIDED FOR CRFEK HABITAT BUFFER 45,235.01 SF/ 1.04 ACRES '.:ii: n:r..n."l.Il:l'..rt."Tn:tn..-r..n.T~ STORM DRAIN (BIOLOGICAL MITIGATION + RIP-RAP AREA) GUARD RAIL AREA OF BIOLOGICAi MITl(;ATION 31,930.67 SF/ 0.73 ACRES RETAINING WALL AREA OF WETLAND HABITAT LOSS 5,922.76 SF/ 0.135 ACRES 8 TRANSFORMER (LESS THAN 300' LONG) €) STORMCEPTOR 13,304.4' SF/ 1,478 SY/ AREA OF RIP-RIP I I 0.305 ACRES SDMH@ STORM DRAIN MANHOLE • AREA INLET OVERALL SITE ACREAGE 296,949 SF/ 6.817 ACRES (),, .... -tJ -a LIGHT POLE ITEM DESCRIPTION QUANITY LCWD S-11 <'<.: -ss-12" SANITARY SEWER .. 1. 1 2" PVC SANITARY SEWER LINE 385 LF I JI --UT--UNDERGROUND TELEPHONE AT LESS THAN 10' DEEP f -UE--UNDERGROUND ELECTRIC 2. 1 2" PVC SANITARY SEWER LINE 591 LF C -G--GAS LINE AT OVER 10' DEEP w -w--WATER LINE 3. 4' DIA. MANHOLE-VACUUM TESTED 4 EACH LCWD S-3, 4¢ MH i:.: SSMH® SANITARY SEWER MANHOLE LCWD S-4, 4¢ MH 4. 5' DIA. MANHOLE-VACUUM TESTED 3 EACH LCWD S-5. DROP M i<.11 FIRE HYDRANT __ AREA SUBJECT TO INUNDATIO N 5. 4' DIA. MANHOLE-VT & PU LINED 1 EACH FH-¢- WM 0 WATER METER / PER PARCEL MAP NO. 1352 <30' L SEWER LATERALS EACH ( < 11) 58.00· i (J 1. 6. 1 EACH LCWD S-18 4" lll SEWER LATERAL 7. CONECT TO EXISTING MANHOLE 1 EACH KEY NOTES: AND RECHANNEL 8. CONNECT TO EXISTING STUB 1 EACH (D 12" WIDE SEGEMENTED RETAINING WALL WITH HANDRAIL (KEYSTONE) HEIGHT VARIES FROM 6" TO 6' . . l ):__ ,, . ·;1.:,..,-DEMOLISH ~ _REMOVE •·•·· ---rlf, , 75± LF OF EXIST. /4, { l, '•. . CONC. SWALE. / ., ·' ___ AREA SPECIALLY /' LANDSCAPED FOR :•;/ BIOLOGICAL MITIGATION I __ @ CONCRETE ENERGY // DISSIPATOR. RE: _. SAN DIEGO REGIONAL STD. DWG. D-4 J.. 20' SEWER EASEMENT /,,. DEDICATED TO LCWD PER DOC. NO.:. DATE: · REMOVE ±45 LF EXISTING 12" SANITARY SEWER STUB-OUT FL -244.30± REPLACE W/ 12• DIA PVC SEWER AT 0.64% SLOPE CAUTION: ELECTRIC VAULT DO NOT DISTURB 12" WIDE SEGEMENTED RETAINING WALL WITH HANDRAIL (KEYSTONE) HEIGHT VARIES FROM 6" TO 3'. 3' CURB OPENING REMOVE EXIST. HEADWALL & 20± LF OF 24" RCP STORM DRAIN. DEMOLISH & REMOVE 75± LF OF EXIST. CONCRETE SWALE. EXISTING 4' DIA. STORM SEWER MANHOLE (CITY SYSTEM). ADJUST TOP OF MANHOLE TO 251.70. LID SHALL BE RATED HS-20. @@@ATRIUM INLET -NYLOPLAST AMERICA INC. 18" SQ. W/ HINGED GRATE, STANDARD H-20 RATED OR LCWD APPROVED EQUAL. CALl 1 -800-859-0328 @AREA INLET -SDRSD STD DWG NO. 0-7, @PAD INLET -SDRSD STD DWG NO. D-7. / EARTHWORK VOLUMES: FILL: 42,000 CY IMPORT /EXPORT: 42,000 CY IMPORT CY/ACRE FILL: IMPORT: 6,161 6,161 FILL INCLUDES 10% COMPACTION FACTOR. ' THE BASIS OF BEARINGS FOR THESE PLANS IS THE NAD 83, ZONE 6, GRID BEARING BETWEEN STATION "LOMAX" AND STATION "HPGN1107", AS SAID STATIONS ARE PUBLISHED IN THE SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK. I.E. N 79'05'25" W BENCH MARK SIGHT DESCRIPTION: LOCATION: RECORD FROM: APPROVED ELEVATION: IMPORTANT NOTICE THIS IS lHE APPROVED TENTA PLAN PER CONDITION NO (,, TIVE MAP/SITE SECTION 4216 / 4217 OF THE GOVERNMENT CODE COM · OF PLANNING REQUIRES A DIG ALERT INDENTIFICA TION NUMBER -~ MISSION RESOLUTION NO. S7 q 'f BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL ' BE VALID, FOR YOUR rllGALERT I.D. NUMBER CALL . 111.-..c.rt.. //..JI . 1/,.,f~~ UNDERGROUND SERVICE ALERT AT: STANDARD BRONZE DISK IN CONCRETE MONUMENT ABOUT 200' NORTH OF STATION 261+98.75 RANCHO SANTA FE ROAD ~ R.S. 454 ~ NEAR FENCE EAST SIDE OF ROAD COUNTY BENCH LEVEL J-0302 176.18 M.S.L. DATUM: U.S.C.& G.S. "AS BUILT" RCE EXP. DATE E~ 1nee nifDe-t D I REVIE\.tED BY, .\l 't(_\ P · -ate PlanningUept.-(J)ate TOLL FREE 1-800-422-4133 ,R\.lt \'I ··•-"· ., .... ,., .. , .. .. , .. •,, ' ':. ',i,:i .. ' ;: .. -TWO WORKING DAYS BEFORE YOU DIG -INSPECTOR DATE 0 40 80 I SH2ET I CITY OF CARLSBAD I SHE6TS I ~ I ENGINEERING DEPARTMENT GRAPHIC SCALE: 1 .. 40' = t---·-GRADING PLANS FOR: THE CHURCH OF ..• JESUS CHRIST ENGINEER OF WORK OF LATTER-DAY SAINTS P0R'l'IOII PJIICIL 4 P.11. 18624 :m.JA---;c&;(."191 APPROVED 2 e~ · c .,._ MARK A. THOMPSO ~ PE DATE CITY ENGINEER PE EXPIRES DATE /1\ RPE NO. C604J7 EXP. 6/J0/04 OATE INITIAL DATE INITIAL DATE DWN BY: I PROJECT NO. I DRAWING NO. INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY .APPROVAL RVWD BY: CUP Ol-<14