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HomeMy WebLinkAboutAMEND 2024-0007; YEOMANS TPM; Administrative DeterminationS89 URBAN LOT SPLIT YEOMANS TENTATIVE PARCEL MAP Fll!E """""" (T"'f"r.l .\ ~ ,TK"UCTLl«.Ai.. 5tCTIION !ee,T1'eETt-Dre I 4378 TUOLUMNE PLACE, CARLSBAD, CALIFORNIA APN 167-563-26 Y -OEHOTE ~ P'l'0F1l£ l!l.EW.TION!, ~.'~~~~· HOTleO TYPICAL EXISTING STREET CROSS SECTION FOR TUOLUMNE SCALE: N.T.S. It: NOTE=TOP' OP' CURe EOI..IA&..S ·~ ~ N71'ro TYPICAL EXISTING STREET CROSS SECTION FOR STANFORD & TIBURON WATER DEMAND: EXISTING PROPOSED 450 GPO 900 GPO IOO? GENERA TIW: SCALE: N.T.S. EXISTING PROPOSED 1 EDU = 200 GPO ADF 2 EDU = 200 GPO MJF CROSS LOT ORA/NACE: A COVENANT OF DRAJNAGE EASEMENT WILL BE DE01CA TED ON THE PARCEL MAP BEm£EN PARC£L A&B. LOT CQl,f'RAGE HOUSE GARAGE LOT CO',£RAGE = 900 SF 2Q!U[ 1,000 SF STRUCTLRES 10,851 SF 11~ 27,128 SQ. FT / 0.623 AC / -~ ' ·•. ~ •. 6'-~ • ' -• ' '. ,0 ~-"';9~ J1 "' © \l' ~ '~ ' 161-56~25 /, . -~ ~ AB AC AH BFP CL CB DI EP FH INV JP PP R SDMH Sl ssco SSMH TC U/G WM WV ASPHALT/BITUMEN ASPHALT /CONCRETE ACCESS HOLE BACK FLOW PREVENTER CENTERLINE CATCH BASIN ORAi INLET EDGE OF PAVEMENT FlRE HYDRANT INVERT JOINT POLE POWER POLE ROCK OUT CROPPING STORM DRAIN MANHOLE STORM INLET SAN1TARY SEWER CLEAN OUT SEWER MANHOLE TOP OF CURB UNDERGROUND WATER METER WATER VALVE BOUNDARY LINE PROPOSED DIVlDING LINE -x--x-FENCE LINE E ELECTRICITY LINE G GAS LINE JT JOINT TRENCH LINE OH OVERHEAD LINE PU PUBLIC UTILITY LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE T TELEPHONE LINE w WATER LINE _,_.,c,<o " -, ,,' ':,':JO ~,,. NOTES: 1. THE PARC£LS HAVE SlOEWALK. 2. THERE ARE SlGNIFlCANT TREES ON THE PROPERTY. 3. EXISTING CURB & GUffiR. 4. BENCHMARK: TOP OF SSMH 327.85' (NGVD29) 0 INTERSECTION. 5. 4' S89 BUILDING SETBACK LINE. 6. 20' S89 BUILDING SETBACK LINE. 7. FUTLRE 12· DRIVEWAY. 8. FUTLRE 2' RETAJNING WALL. 9. FUTLRE 1" WATER SER'llCE 10. FUTURE WATER METER. 11. FUTURE BACKFLOW PREVENTER. 12. FUlURE 4" SANITARY SEVv£R LATERAL 13. TOTAL LIMIT OF DISTLRBANCE SHALL BE LIMITED TO THE BUILDING FOOTPRNT PLUS DRIVEWAY. ALL DRIVEWAYS ANO BUILDING WILL HAVE RETAIN1NG WAl.lS SHORTER THAN 2' TO CONTAIN ALL GRADING TO THE FOOlPRINT. All EXCAVATION Vtill. BE LESS THAN 2·. TOTAL EXCAVATION -55 CY (ALL EXPORT). 14. FUTLRE BUILDING PAJD -GRADE TO 329.0', SHOWN FDR CONCEPTLAL FEASIBILITY -FOR REFERENCE ONLY. 15. LOT C0,£RAGE PARCEL A = 14>:. 16. LOT COVERAGE PARC£L B = 10>:. 17. LOT LINE PREVlOUSLY APPROVED UNDER MS-2023-0006. ~;Z ~,.,,o 167•562-33 SCALE: 1 ~ = 30' ~ ✓ ' ~";"j / '·~ #109 / •, 161-562-25 .,,.,/ '/ ~\ ". 60' /. // -. \ / ~3 ' #107 ' 161-562-26 ;s,~ ' __ ,,,,. r'.p aGr~~ 0 i:""0¥,r -<> lo<1-~c,o ~ - ~ 16 -21 ~; ------- #103 167-562-30 +, ' ~~~<,, ._1,'o ~ , ',' " '\;-,., ;>'V #102 '\"a:> 167-562-.31 ' '~ ':,~ ""\ -·•··•-···· ciTY OF CARLSBAD Administrative Permit 105 16 -562-28 rt :,":! 1" YIJIX!- 350IX1 ELEV. 3'0IX! 338.01' 33'.)IXf --------------------------- ,,, EXISTI-IG GROUND· NO CHA.NGE ELEV. 338.50' SECTION A-A SCALE: 1'=-30" SECTION 8-8 SCALE: 1' = 30" 1" YIJIX! 350.00 lliV. 338.00 3'0.00 r--33'.)fJ] CITY OF CARLSBAD SEP 2 6 2024 PLANNING DIVISION SIOCWAU< AMEND 2024--0007 General Notes OWNER: CHRIS YEOMANS 4378 TUOLUMNE PLACE, CARLSBAD, CA, 92010 TEL: 760-720-1100 ENGINEER: RIECHERS ENGINEERING 5 CANOPY LANE, NAPA, CA, 94558 EMAIL: PeterORiechersEngineering.com PHONE: 707-690-4425 WEB: www.RiechersEngineering.com LEGAL DESCRIPTION: LOT 159 OF CARLSBAD TRACT NO. 84-35 UNIT NO. 2, IN THE CITY OF CARLSBAD, COUN1Y OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 11672, FILED IN THE OFF1CE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 11, 1986. PREPARED UNDER THE DIRECTION OF: ~ PETER RIECHERS RCE 33483 EXP. 6-30-26 No. Revision/Issue Sheet Nome: TENTATIVE PARCEL MAP MS2023-0006 Project Nome and Address: YEOMANS TPM 4378 TUOLUMNE PLACE, CARLSBAD, CA, 92010 Project: Sheet: 2023-128-CAR Dote: 1 SEP 25 2024 Scole: , .. = 30' Dote /2 SLOPE LEGENDS: EXISTING SLOPE SLOPES O -40% D SLOPES EXCEED 40% LOT COITT?AGE HOUSE GARAGE LOT COVERAGE = 900 SF ZQQ__S[_ 1,000 SF STRUCTURES ~ .. 10.851 SF ~ ~~ -:~~~ALT /BITUMEN BFP ACCE~~ T ~goNCRETE CL BACK FL LE CB _ CENTERU~~ PREVENTER DI CATCH BASIN EP DRAIN INLET FH EDGE OF p INV FIRE HYDRAANVEMENT JP INVERT T ~p -JOINT POLE SDMH ~g~~\POLE SI STORM g; CROPPING SSCO STORM INL~I~ MANHOLE SSMH SANITARY TC ~OEPWER MAi~iE~ CLEAN OUT U/G -OF CURB WV WM UNDERGROUND WATER METER ----WATER VALVE BOUNDARY LINE -X - X -::OPOSED DIVIDING LINE -L NCE LINE G ELECTRICITY LINE ,;T GAS UNE ----Of-JOINT TRENCH LINE --PU - -OVERHEAD LINE -':.i'·:.: -PUBLIC UTILITY LINE S SANITARY SEWE D --STORM R LINE T DRAIN LINE W --TELEPHONE LINE WATER LINE I NOTES: 1 Tf-E PAR 2 Tf-ERE A CELS HA VE SID 3 EXISTIN/~:GNIFlCANT ~is ; :?<CHMARK BT<! :mR DN Tf-E PROPERTY 6 ,S89 BUILDING SIETB SSMH 327 65' ( 7 ~ SB9 BUILDING SE~CK UNE NGVD29) C INTERSECTI B FU::~ ? DRIVEWAY ACK UNE DN 9 FUllJRE 1~ RETAINING WALL :f ~TUR[ WAii:~1i::ET~R'1CE TURE BACK R 12 FUTURE 4• S FLOW PREVENTER 13 TOTAL LIMIT ANITARY SEWER BUIL.DiNG FOODF DISTURBANCE LATERAL BUIL.[)jNG \\1 WRINT PLUS DRI SHALL BE UMITE CONTAIN ~ 6i,~ R[TAININGVE:~ ALL ORliw:~ Tf-E 14 BE LESS Tf-AN 2' NG TO Tf-E FOO S SHORTER Tf-AN ~D ~~RE BUILDING P~TAL EXCAVATI;;;,R~T ALL EXCAvlrn~ l5. LOT %.Ji:'iGEFEASIBIUTY '!_fl~ TO 32~ J5 ~~ (ALL EXPORT~LL :~: tgT COVERAGE ~~CEL A = 14,,. REFERENCE DNL~ FOR T LINE PRE'10U CEL B = lO'<. SL y APPROVED UNDER MS-2023-0006 SLOPE ANN LOT SPLIT 4378TUOLUMN AL YSIS MAP E PLACE A , CARLSBAD 2 PN 167-563-26 'CALIFORNIA 7,128SQ FT/0623AC S89 URBA #103 . , 167-562-30 ,6:ii31 ~ "· \ / ' , \ c1 , , \ / 30' ~~;;.;;~=~60' SCALE: 1" = 30' AMEND 2024-0007 General Notes OWNER· ~~~ks YEOMANS CARLS~~LU~NE PLACE TEL, 760_:72~:._1~~10 • ENGINEER· RIECHERS. 5 CANOPY ELNGINEERING NAPA ANE, EMAIL: ~~'te~45~8 PHONE· 7 CRiechersE -WEB: ~w 07.-690-442;g1neering.com w.R1echersEngineering.com