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HomeMy WebLinkAboutCT 02-12X1; CARLSBAD OFFICE CAMPUS LOTS 1-5; Tentative Map Exhibitf- "' Q_ :,: Q_ (') (\J (\J (') (\J fJ' 0 0 (\J '-(') ' (\.! (J) • " M 0 :,: f-a, st 0 I -0 / " 0 0 (\J fJ' >, :, 7 / Q_ " ::,: w > ' < f- " f-z w f- / Ol • .,, / (') (\J 0 ' CD 0 / ::> I v1 f-u l,J 1 □ "' Q_ / ::> I 0 +' 0 " / j fl I I ' LOOKING SOUTiiERL Y CORNER DISTANCE LENGTH= 440', LOOKING SOUTH NO VERTICN. OBSTRUCTIONS ' I I ! I I ! I I \ I ' \ I I ------------------------------------------------------------------ --------------- ,="i 11111111 U 111111 U 111111111111 I I U 11 •ID I I I I" 111111 U '11111111111 D 1111111111 U 111111 ~ I I 11 i I I lJLlJllllllU : I I I I I I I I I I I I I I I --------i--1 LOT 2 L u+++-t-l H-++++++-++i~ ~H l ifft -l-11 ~ 11 : 1111 t-0 111 : 1111 ~ LOT ___ , _____ I ___ , __ -= I • >-.Ji LOT 3 LOT 1 --__ _I __ I __ ~ 111 : I FH1 ~ I I 11 rfO~ =c:--:= i €3• i • - LOT 4 ,= I - ~__: j1 ~ - I I I I I I I I I I I I I I I I I TENTATIVE : MAP (EXTENSION) NO. CT02-12X1/CDP 02-:-31X1/PIP 02-04X1/PUD 02-05X1 FOR CARLSBAD OFFICE CAMPUS LOTS 1-5. A.P.N. 210-090-50 CORNER SIGHT DISTANCE EXHIBIT FOR 40mph SPEED ZONE AND TRUCK TURNING RADIUS EXHIBIT, SEWER MANHOLE CONNECTION STANDARD CAST IRON ACCESSHOLE -~ FRAME d< COYER SEE DWG NO. S-4 47.84 RIM CLEANOUT PLUG & COVER ASSY. PER DWG. NO, S-6 , 12" \\lDE X 6" THICK CONC. COLLAR 111TH t' ASPHAL TIC CONCREl! OVERLAY (TYP.) r,,. PORTION Of EXIST. 1._VMH TO BE REMOVED AND RECOSNTRUCl!D. • THE FlNAL APPROVAL AND DETAILS FOR THE SEl'ltR CONNECTION 111LL BE PER SEl'ltR IMPROVEMENT PLANS AND PER AGENCY SATISFACTION, MODYFIED DROP ACCESSHOLE S-2 NTS ® MODIFICATIONS TO DROP ACCESSHOLE S-6 1. ADD SE\\£R CLANOUT TO THE ACCESSHOLE \\lTH a· CROSS PER sm. DWG. S-6 2. IF MANHOLE BASE WILL REMAIN UNDISTLRBED, APPLY EPOXY CEMENT AT JOINT BETh'EEN EXISTING & NEW CONCRETE. (EPOXY CEMENT SHALL BE APPROVED BY TiiE CITY ENGINEER.) IN LUE OF NEAT CEMENT. J. USE 2 N 45' BEND IN LUE Of 1 N 90' BEND. 4. a• PVC SEWER STUB. CORE EXISTING ACCESSHOLE BASE PER PIPE TO MANHOLE CONNECTION DETAIL PER STD. DWG. S-1 A 5. EPOXY #4 REBAR DOWEL INTO EXtSTNG ACCESSHOLE BASE O 12• O.C. V.,,ERE SHOl'IN. REBAR SHALL EXl!ND 12" INTO EXISITNG AND NEW CONCRETE. SIGHT CORNEA DIST ANCE .. 440•-- 6. CONSTRUCT CONCREl! SHELF. CONCREl! SHELF SHALL BE FORMED TO PROVIDE CHANNEL CONCREl! MIX SHALL BE PER STD. DWG. S-2, SHELF LINER SHALL BE PER STD. DWG. S1-A OR APPROVED BY THE AGENCY. 7. PORTION CE EXISITNG ACCESSHOLE TO BE REMOVED AND RECONSTRUCl!D PER STD. DWG. S-2 ----- SIGHT CORNER DISTANCE .. 440' -~ ENCINAS AVENIOA LOOKING NORTHERLY LOOKING NORTHERLY CURB LINE CORNER DISTANCE LENGTH= 440', LOOKING NORTH CURB LINE CORNER DISTANCE LENGTH= 440', LOOKING NORTH NO VERTICAL OBSTRUCTIONS NO VERTICAL OBSTRUCTIONS fl " --.. a INSTALL T-LOCK OR EQUAL (NEW CONSTRUCTION ONLY) PER STD. DWG. S-1A GENERAL NOTES: 1. CONTRACTOR \\lLL REQUIRE ONE SHUIDOl'IN CE EXISTING 42" SE\\£R TO CONNECT 8" SEWER STUB TO A.H. BASE CONTRACTOR SHALL COORDINA 1! WITH CITY AND VISTA WASTEWAl!R AUTHORITY FOR SHUTDO\\lN. 2. CONTRACTOR SHALL SUBMIT WRlillN PLAN FOR CONNECTION PROCEDUDRE FOR APPROVAL OF CITY ENGINEER 48 HOURS PRIOR TO CONSlRUCTION. CONSTRUCTION PLAN SHALL INCLUDE THE Sl!P BY Sl!P PROPOSED PROCEDURE ALONG 111TH CONTINGENCY PLAN FOR SEWER SPILL J. ALL CONNECTION WORK INVOLVING THE 42' INl!RCEPTOR SHALL BE DONE IN TiiE PRESENCE OF THE ENGINEERING INSPECTOR. 4. INSTALL FLOW THROUGH PLUG TO BYPASS WASl!WAl!R THROUGH ACCESSHOLE. BYPASS SHALL BE IN PLACE IN THROUGHOUT THE CONNECTION PROCESS. 5. CONTRACTOR SHALL INSPECT EXISTING MANHOLE BASE FOR STRUCTURAL INTERGRITY ONCE EXPOSED. CITY ENGINEER INSPECTOR SHALL CONFIRM STRUCTLRAL INTEGRITY BEFORE PROCEEDING WITH ,ANY FURTHER WORK, OR RECONSlRUCT MANHOLE BASE TO THE RESIDENT ENGINEER'S SATISFACTION. 6. ANCHOR CLEANOUT RISER BY RESTRAINING AT CROSS CLAMPING RING ENCASED IN 564-B-3250 CONCRill, UNLESS OTHERl'i1SE DIRECTED BY THE DISTRICT. 7. ALL JOINTS BETVrrEN ACCESS HOLE SHAFT SECTIONS ANO THE JOINT BETVrrEN THE BASE AND SHAFT SHALL BE SEALED 111TH APPROVED WATER THIGHT JOING SEALANT. K&S ENGINEERING Planning Engineering Surveying CORNER SIGHT DISTANCE PROFILE LOOKING SOUTiiTERL Y AND NORTHERLY CORNER SIGHT DISTANCE PROFILE LOOKING NORTHERLY (619)296-5565 7801 Mission Center Court, Suite 100 Son Diego, CA 92108 U) I J () (1) I I ■-..c () !...... <( 0) C ·-I ' :J U) C 0 0 ...c -+ .J ■- E CJ) ©c200 ! Smilh Consultint Arc:hltecu a. <( ~ w > -~ r z w r www.u:a.sd.com Revision Dates ZS DECEMBER 9, 2002 MARCH 26, 2003 JUNE: 18, 2003 N0"1:MBER 18, 2003 MARCH 31, 2004 Issue Dates Planning D6/14/02 Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date 09/27/02 OieckBy RI Drawn By RSTG Scale SO SCALE Job Number 01-048 Sheet Number TM-3 ------------------------------------------------------------------------~ ----------------------------------------------------·--------------------~ I - O' C C (\_ ' (''] ' (\_ 0 ~ " ru 0 :,: ,- CD " 0 I 0 / " G 0 CJ O' >, ~ -, / rr <l :,: c_• > -,-., ,-z '"' ,- / O• • -,:. / "' "-' G I OJ 0 / :, I "' f-u L,J 7 0 "' Cl / :, I C ,. LOI 1 ,t 3 BEARINGS ,t DISTANCES DATA TABLE LINF: LENGTH RADUIS BtARING/OCLTA LI 57.64 -N22"30'29"w L2 4.00 -N67°29'31'E L3 33.00 -N22•30•29•v1 L4 33,00 -N67°29'31'E LS 4.00 -N22°30'29"J L6 32.00 -N67"29'31'E L7 4.00 -N22°30'29'\I LB 33.00 -N67"29'31'E --· -· '--· ··-------·--····--L9 33.00 -N22°30'29'\I LIO 4.00 -N67"'29'31"E LU 57.64 -N22°30'29"\I Ll2 57.64 -N22°30'29'\I Ll3 4,00 -N67°29'31'E L14 33,00 -N22°30'29'\I LIS 33.00 -N67"29'31'E L16 4.00 -N22°30'29'\I Lil 32,00 -N67"29'31°E LIB 4,00 -N22°30'29'\I L19 33.00 -N67"29'3l'E L20 33.00 -N22°30'29'\I L21 4.00 -N67"29'3!'E ---------· .. "' -----. . ·-·--------------L22 57.64 -N22°3D'29'\I Cl 94.55 138.33 39•09•43• C2 94,55 138.33 39•09•43• LDT 2 ,t 4 BEARINGS ,t DISTANCES DATA TABLE LINE LCNGTH RADU!S BEARING/DELTA L23 33.00 -N22"30'29'\I L24 33.00 -N67"29'31'E L25 4.00 -N22'30'2',"v/ L26 39,71 -N67"29'31'E L27 39.71 -N67°29'31'E L2B 4,00 -N22"30'29'\I L29 33.00 -N67"'29'31"E -.. -------------. L3D 33.00 -N22°30'29'\I L31 4.00 -N67°29'31'E L32 32.00 -N22.30'29"',/ L33 4.00 -N67"29'31'E L34 33.00 -N22'30'29'"\tl L35 33.00 -N67"29'31'E L36 4,00 -N22'30'29'\I L37 39.71 -N67"29'31'E ____ ,, --N6·1•2·9•31 •t --L3B 39,71 - L39 4,00 -N22'30'29'\I L40 33,00 -N67"29'31'E L41 33,00 -N22"30'29"W L42 4.00 -N67°29'31'E L43 32.00 -N22•3D'29"'vl L44 4.00 -N67'29'31'E CJ 63,35 61,33 59'11'01'' C4 63,35 61,33 59•11101" ----------- -,, 1.\-) l a Q a l a z l1-1 Ll NORTH I I N 26'10'35" W \ 5.00' ! I l EXISTING fASEUENT FOR ~~ \ INGRE$S AND EGRESS GRANTm ~ t -i,. TD CAALSBIJ) POINT CORP. -. , REC, DECEMBER 8, 1994 ·:a I IS ALE NO. 0699267 Of O.R. -,._ :z: COUNTY TRANSIT DISTRICT TENTATIVE MAP {EXTENSION) NO. CT02-12Xl/CDP 02-31Xl/PIP 02-04Xl/PUD 02-05Xl FOR RAILWAY CARLSBAD OFFICE CAMPUS LOTS 1-5. A.P.N. 210-090-50 EXISTING LOT Lor g 1 -w,-----w- -s-----s- -s----s- DR'JNAGE fASEMENT TD THE Cl1Y Of CAASI.BIJ) REC. JUNE 18, 1953 IN BOOK 4894, PAGE 490 Of D.R. lO ~r 1 Cl CT) 0 1 0 NOTE: 1-WATER EASEMENT TO BE GRANTED TO THE CARLSBAD MUNICIPAL WATER DISTRICT PER THE FINAL MAP. 2-LOT '5' WILL BE OWNED/MAINTAINED BY THE ASSOCIATION/CC&R's. THIS IS A MAP OF A CONDOMINIUt-4 PROJECT AS DEFlNED IN SECTION 1350 OF THE CIVIL CODE OF THE STATE OF CALIFORNIA WITH A MAXIMUM OF 5 LOTS. e1 (619)296-5565 K&S ENGINEERING Planning Engineering Surve~ng 7801 Mission Center Court, Suite 100 S□n Diego, CA 92108 (/) t5 (J) +-' ·-..c 0 "-<( 0) C -:::, (/) C 0 u E Cf) a. <( ~ w > -~ ~ z w J- Revision Oat.es & DECEMBER 9, 2002 & MARCH 26, 2003 21. JUNE 18, 200J & NOV[MB£R 18, 200J & MARCH JI, 2004 Issue Oat.es • ' Planning 06/11/02 Design Development Plan Check Bid Set Permit Set Construction Set Drawing Dan, 09/27/02 OleckBy RI Drawn By RSTG Scale SO SCALE Job Number 01-048 Sheet Number TM-2 I-v, Q_ :,: Q_ ru CJ ::, re C :,: 1-cr, " 0 I C / " 0 0 (L (J' PACIFIC OCEAN PACIFIC OCEAN VICINITY MAP NOr 10 9CAI£ THIS IS A WJ' OF A CONDOMINIUM PROJECT AS DEFINED IN SECTION 135D Of THE CIVIL CODE Of THE STATE Of CALIFORN,\ WITH A MAXIMUM Of 5 LOTS, WATER GPM: SEWER: NEW ADT: TOTAL ADT: BUILDING A=1600 ADT BUILDING 6=1200 ADT BUILDING C=1600 ADT BUILDING 0= 420 ADT 80 GPM 154 EDU's 2550 ADT 4820 ADT SEE iRAFFlC IMPACT ANALYSIS REPORT" FOR: CARLSBAD OFFICE CAMPUS BY: R.B.F. CONSULTING DATED: NOVEMBER 24, 2003 EARTHWORK QUANTITIES CUT: 15 600 CY FILL: 15 000 CY IMPORT;, ____ CY EXPORT: 500 CY BENCHMARK BENCHMARK: SAN DIEGO COUNTY BENCH MARK f 131 DESCRIPTION: DISC IN CONC. MONUMENT CARLSBAD LOCATION: APPROX. ON E'LY ROW LINE OF AT .lo: SF R.R. ELEVATION: 47.415 DATUM: M.S.L (619)296-5565 K&S ENGINEERING Planning Engineering Surveying 7801 Mission Center Court, Suite 100 Son Diego, CA 92108 n n n r r TENTATIVE MAP (EXTENSION) NO. CT02-12X1/CDP 02-31X1/PIP 02-04X1/PUD 02-05X1 FOR CARLSBAD OFFICE CAMPUS LOTS 1-5. A.P.N. 210-090-50 LEGEND PROPERTY BOUNDARY UNE ---- PROPOSED FINISH FLOOR ELEVATION r.r.=s1.1 PROPOSED 8" PVC PUBUC SEWERMAIN ---s--- PROPOSED B" PVC PRIVATE SEWERW.JN ---s:--- PROPOSED 8" PVC PUBUC WATERMAIN ---•~-- PROPOSED SEWER MANHOLE PROPOSED WATER SERVICE PROPOSED SEWER SERVICE PROPOSED RCP STORM DRPJN PIPE PROPOSED STORM DRPJN C.O. PROPOSED TYPE 'G' CATCH BASIN PROPOSED FIRE HYDRANT PROPOSED DOUBLE DETEC. CHK VALVE EXISTING EASEMENT UNES EXISTING LOT NUMBER DIRECTION OF DRPJNAGE FLOW PROPOSED 6" CURB .lo: GUTTER PROPOSED 6" CURB ONLY PROPOSED 3' WIDE RIBBON GUffiR PROPOSED YARD DRPJN @>-----, @>-----, Lor g 0.5ll PROPOSED ASHPALT PAVEMENT PROPOSED POROUS PAVEMENT I:::: :':',·, ,:,·,,,:···:::'·,·:: :',·::''':'·':':) PROPOSED CONCRffi INVERT ELEVATION ~,$;JI I.:·/ .:-:.j:>;1'.,>~·d TOP OF CURB ELEVATION FLOWLINE ELEVATION FINISH SURFACE ELEVATION FINISH GROUND ELEVATION FINISH FLOOR ELEVATION SEWER MANHOLE SEWER CLEANOUT STORM ORAN CLEANOUT TOP FINISH SURFACE ELEVATION BOTTON FINISH SURFACE ELEVATION FIRE HYDRANT CONSTRUCTION NOTE: CONSTRUCTION TO INCLUDE THE FOLLOWING: 1. CLEARING .lo: GRUBING. 2. GRADING 3. ONSrTE UTILITIES AND PARKING LOT. I.E. TC FL fS FG F.F, SMH s. co so co T.FS B.FS F.H. 4. CONSTRUCTION OF BUILDING A-D, TWO COOLING TOWERS, ONE PARKING STRUCTURE AND ASSOC,\TED IMPROVEMENTS. LEGAL DESCRIPTION; ALL THAT PORTION OF PARCEL 1 Of PARCEL WJ' NO. 16274, IN THE CITY Of CARLSBAD, COUNTY Of SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE omcE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 26, 1990. CIVIL ENGINEER/LAND SURVEYOR • K&S ENGINEERING 7801 MISSION CENTER COURT, SUITE 100 SAN DIEGO, CA 92108 TEL: 619-296-5565 OWNER: CARLMART, LP., A CAIJFORN,\ LIMITED PARTNERSHIP ATTN.: JOHN C. WHITE, PRESIDENT 5600 AVENI DA ENCINAS, SUITE 100 CARLSBAD CA 92008 TEL: (760) 431-5600 GENERAL NOTES; SECTION A-A NO SCALE -2,oor. -4,oox CURB 8. GUTTER en I I 0 (]) I ' ·-C: 0 !I,,...... <( 0) C --1 ' :::::, en C: 0 (_) C I ■ ·-E Cf) Revision Dates • jl: ',,. '·'{'~ ','. , . ~ !Ji DEC[MB[R g, 2002 .& MARCH 26, 200J & JUNE 18, 200J ffi NOvfMBER 18. 200J & MARCH 26, 2004 Issue Dates Planning 0,11 ~/02 Design Development Plan Check Bid Set Permit Set Construction Set Drawi DalB 0,/27/02 OieckBy Drawn By RI RSfG Scale SOSCAI.E Job Number 01-048 Sheet Number TM-1 • I