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HomeMy WebLinkAboutCT 97-15; LOHF PROPERTY; Substantial Conformance (2)v I 'd/-10/MUt' 'd/-lb/L,Ut' 'd/-'d'd/Lv ~/-Ut>/Lvt'A ~/-Uts GENERAL NOTES ~---,· '-, I I I SUBSTANTIAL CONFORMANCE EXHIBIT 1. TOTAL SI TE AREA: 36 .7 ACRES 2. TOTAL NO. UNITS: 73 SINGLE FAMILY 3. TOTAL NO. LOTS: 76 I ,.--7 ~-----""~ I I I I R--~ Cl1Y OF SAN LIARCOS --,.. Cl1Y OF ENCINITAS VICINITY MAP NOT TO SCALE 55' R.O.W. L-, I I I ,., I rJ I I I ...J"\...J 4.5' 5.5' 36' 5.5' 4.5' SIDEWALK (TYP.) .~ CURB & GUTTER~ (TYP.) -13-~ ·....,---,.--==----~ 4" AC PAVEMENT & 4" BASE (PER "R" VALUE TEST) CUL-DE-SAC STREET PORTIONS OF "A" ST., "B" ST., AND "D" ST. NOT TO SCALE 60' R.O. W. 4.5' 5.5' 40' 5.5' 4.5' 50. LANDSCAPE/ STRUCTURAL SETBACK SIDEWALK (TYP.) 2% - CURB & GUTTER~ (TYP.) _2£._ -13__ ;.,-..--,-==----- ... 4" AC PAVEMENT & 4" BASE (PER "R" VALUE TEST) LOCAL STREET PORTIONS OF "A" ST., "B" ST., & "o" ST., ALL OF "c" ST. AND DOVE LANE NOT TO SCALE 102· R.o.w.• 51' 51' 4.5' 5.5· 32' 9' ~ 9' 32' /?.O. W. . 5.5' 4.5' sou WAL fD-........ • ' . ME:61AN c-SIOEWALK ( ? CURB & GUTTER 20' BLOG. _ __..1 SETBACK I I I I (7YP.) ' 2% l -I r \ I "----" " 5 AC PAVEMENT & 6 BASE (PER "R" VALUE TEST) 2% -r I • FULL WIDTH GRADING AND IMPROVEMENTS PROPOSED FOR ONSITE POINSETTIA LANE ONLY & SUBJECT TO REIMBURSEMENT OR FEE CREDIT PURSUANT TO BRIDGE AND THOROUGHFARE DISTRICT NO. 2. FULL WIDTH GRADING OFFS/TE TO EL CAMINO REAL WILL BE PROVIDED WITH IMPROVEMENTS TRANSITIONING DOWN TO TWO LANES ONE IN EACH DIRECTION PER THE CITY ENGINEERS APPROVAL. • OFFS/TE POINSETTIA LANE IMPROVEMENTS TO BE FULLY REIMBURSED. MAJOR ARTERIAL POINSETTIA LANE NOT TO SCALE DRAINAGE SWALE PROP. J' FROM BLOG. FOR ALL SIDE SLOPE RETAINING WALLS• NOTE SIOEYARD SETBACK 10% OF LOT WIDTH TYP. LOT DRAINAGE WHERE POSSIBLE ALL LOTS TO DRAIN TO STREET TYP LATERAL LOCATIONS VIA SURFACE FLOW. WHERE SURFACE FLOW IS NOT POSSIBLE, AN AREA DRAIN SYSTEM MAY BE USED PHASE4 @ H.Q.A OfJ£N SfW::t ALM 50' LANDSCAP[lc STRUCWRAL SET, CK 10' VSO/JNO WALL LEGEND SUBDIVISION BOUNDARY PHASE LINE SOUND WALL LOT LINE ACCESS RIGHTS RELINQUISHED LOT NO. EASEMENT LINE TITLE REPORT ITEM NO. SLOPE (2: 1 MAX) % OF GRADE PAD ELEVATION SEWfR(•B" PVC) WA TER(•B" PVC) STORM DRAIN('18" RCP) RIP RAP FIRE HYDRANT STREET LIGHT RETAINING WALL TOP OF WALL ELEVATION FINISHED SURFACE ELEVATION PHASE NUMBER LOTS 1-73 WITH A SINGLE 0-27 OUTLET THRU CURB FACE. ONLY PROPOSED POINSETTIA LN. ELEV. *UNLESS SHOWN OTHERWISE NOT TO SCALE (1) 0-27 OUTLET PER LOT IS ALLOWED. LOHF PROPER PHASE3 ---- ·000000000000 · •••••••••••• ;nnn»nnnn, 2% P237. 7 ---0 ---w-- a= TW FS =(] I PHASE 11 (255.5) City Of Carlsbad, California MODELS PHASE1 KEY MAP NOT TO SCALE DENSITY CALCULATIONS ALLOWED: GENERAL PLAN GROSS AC. NET AC. x GROWTH PT # DU'S RM 0.5 0.5 6.0 3.0 RLM 36.2 33.95 3.2 109 TOTALS 36.7 34.45 112 PROPOSED: GENERAL PLAN NET AC. NO . DU'S TOTAL DENSITY RM 0.5 0 0.0 RLM 3J 95 73 2.2 TOTALS 34,45 73 2.2 EASEMENT NOTES N I ' \ Q) EASEMENT FDR PUBL IC UT IL I TI ES, INGRESS AND EGRESS AND INCIDENTAL PURPOSES TO SDGi£ PER DOCUMENT RECORDED DECEMBER 12, 1961 AS FIL£ NO. 214437, O.R. EASEMENT TO BE QUITCLAIMED. G) EASEMENT FOR ROAD AND UT IL I TY PURPOSES AND I NC I DENTAL PURPOSES TO HARRY E. KAPHERR ET UX PER DOCUMENT RECORDED FEBRUARY 2, 1965 AS FILE NO. 18816, O.R. EASEMENT TO BE VACA TED. @ EASEMENT FOR ROAD AND PUBLIC UTILITIES AND INCIDENTAL PURPOSES TO JOSEPH R. STEINER, ET UX PER DOCUMENT RECORDED FEBRUARY 28, 1974 AS FILE NO. 74-050348, O.R. EASEMENT TO BE VACATED. @ EASEMENT FOR PUBL IC UT IL I TI ES,, INGRESS AND EGRESS AND INCIDENTAL PURPOSES TO SDGi£ PER DOCUMENT RECORDED APRIL 30, 1974 AS FILE NO. 74-110720, O.R. EASEMENT TO BE QUITCLAIMED. PUBLIC UTILITIES AND DISTRICTS GAS ANO ELECTRIC TELEPHONE WATER oLWER STORM DRAIN FIRE POL ICE SCHOOLS SAN DIEGO GAS AND ELECTRIC PAC I Fl C BELL TELEPHONE CARLSBAD MUNICIPAL WATER DIST. CARLSBAD MUNICIPAL WATER DIST. CI TY OF CARLSBAD Cf TY OF CARLSBAD CI TY OF CARLSBAD CARLSBAD UN I Fl ED SCHOOL O I ST. ' ' ' ', PHASING NOTES 1. ALL CONSTRUCT/ON TRAFFIC TO USE DOVE LANE. 2. PHASING WILL REQUIRE CITY ENGINEER APPROVAL TO MEET THE Cf TY CUL-DE-SAC POL ICY (ASSUMING POINSETTIA LANE WILL BE IMPROVED OFFS/TE EASTERLY TO EL CAMINO REAL AT A LATER TIME). 3. ALL DWELLING UNI TS ADJACENT TO POINSETTIA LANE WILL BE CONSTRUCTED IN THE SAME PHASE. 4 IF THE DEVELOPER CHOOSES TO CONSTRUCT OUT OF PHASE, TH£ NEW PHASING MUST BE REVIEWED AND APPROVED BY THE CI TY ENG I NEER AND PLANNING DIRECTOR. 3' SQUARE GAB ION BASKETS ' '·1"7'.--::::-7r7"1",= FLEXIBLE CHECK DAM NOT TO SCALE NOTE: LOCATION OF FLEXIBLE CHECK DAM BASED ON CHANNEL INVERT SLOPES THAT RE:SULT IN 6.0 FPS AVERAGE FLOW VELOCITIES. SEE GENERAL DESIGN NOTE # 15 & # 16 THIS SHEET AND SUBMITTED HYDROLOGY STUOY DATED JULY 31, 1998. PROPERTY UN£ 7' DWELLING 2' J' MIN 0.5 RETAINING-, WALL • REQUIRES CITY ENGINEER APPROVAL DRAINAGE SWALE DETAIL NOT TO SCALE SUBSTANTIAL CONFORMANCE EXHIBIT CT97-04/CP97-02/SDP 97-03 FOUND IN SUBSTANTIAL CONFORMANCE 'Mii£a~~·•Ma. DATE +fu/"t"f MICHAEL J. HOMI~. PLANNING DIRECTOR RECOMMENDED BY• 11/,Q,J • -DATE "f Vlf"M , DAIT RECOMMENDED BY: 73 SINGLE FAMILY RESIDENTIAL (LOTS 1-73) J OPEN SPACE (LOTS 74-76) 4. ASSESSOR'S PARCEL NUMBER: 215-050-18 AND 59 5. EXIST. GENERAL PLAN OESIGNATION:RLM(0-40U/AC), RM(4-8DU/AC) PROPOSED GENERAL PLAN DES I GNAT I ON-SAME 6. EXISTING ZONING: L-C (LIMITED CONTROL ZONE) PROPOSED ZONING: R-1 7. DENSITY: RM O OU/AC, RLM 2.2 DU/AC (SEE TABLE BELOW) 8. LFMP ZONE: ZONE 21 9. AVERAGE DAILY TRAFFIC: 730 ADT (10 ADT/UNIT x 73 UNITS) GENERAL DESIGN NOTES 1. ALL STREET DESIGNS. STREET LIGHTS. ANO FIR[ HYDRANTS TO CONFORM TO CITY OF CARLSBAD DESIGN STANDARDS AND AS REQUIRED BY THE CITY ENGINEER. 2. EASEMENTS AS REQUIRED BY THE CITY ENGINEER, PIJBLIC UTILITIES AND DISTRICT$. 3. ALL PROPOSED UT I LI TI [S TO BE UNDERGROUND. 4. CONTOUR INTERVALS: 2/10 FEET 5. TOPOGRAPHY PREPARED BY: RJ LUNG 8t ASSOCIATES, JULY 1997. 6. FIN I SHED GRADES ARE APPROX I MAT[ ONLY AND SUBJECT TO CHANGE IN Fl NAL DESIGN CONSISTENT WITH THE Cf TY'S SUBSTANTIAL CONFORMANCE POLICY. 7. SOILS INFORMATION WAS OBTAINED FROM SOILS REPORTS BY: PACIFIC SOILS ENGINEERING, INC. DATED JUNE 20, 1997 8. LANDSCAPING AND TREE PLANTING AS REQUIRED BY THE CARLSBAD LANDSCAPE MANUAL. 9. CUT AND Fl LL SLOPES NOT TO EXCEED 2: 1. 10. TYPICAL LOT DRAINAGE PER CITY OF CARLSBAD STD. NO. GS-15. 11. MODEL UNITS MAY BE BUILT PRIOR TO FINAL MAP RECOROATION WITH APPROVAL FROM TH£ Cl TY ENGINEER ANO PLANNING DIRECTOR. 12. THE TOTAL GRADED AREA IS 29.1 AC. (8,754 C. Y./AC.). THE TOTAL GRADED AREA IS 24.2 AC. EXCLWING POINSETTIA LANE. THE SUMMARY OF GRADING QUANTITIES IS: GRADING EXCLWING GRADING FOR POINSETTIA LANE POINSETTIA L.ANE • CUT: 274,000 C. Y. CUT: 82,000 C. Y. FILL: 274,000 C. Y. FILL: 70,000 C. Y. • GRADING FOR POINSETTIA LANE ONLY INCLUDES THE FULL 102' RW, THE 50· LANDSCAPE/STRUCTURAL SETBACK AT THE NORTH SIDE OF THE RW AND THE 12' SETBACK TO TH£ TOP OF THE SLOPE WI TH IN THE 50 ' LANDSCAPE/STRUCTURAL SETBACK AT THE SOUTH SIDE OF THE RW. 13. PLEASE SEE "HOME OWNERS ASSOCIATION RESPONSIBILITY MAP" (SHEET J OF THE LANDSCAPE PLAN PREPARED BY GI LL ESP IE DES I GN GROUP) FOR LANDSCAPE MA I NTENANCE I NFORMA Tl ON. 14. AN IRREVOCABLE OFFER OF DEDICATION WILL BE MADE TO THE CITY OF CARLSBAD OR SUCH AGENCY DESIGNATED BY THE CITY ON LOTS 74, 75 AND 76 FOR OPEN SPACE: PURPOSES IN PERPETUITY. THESE AREAS WILL BE SEPARATELY OWNED AND MAINTAINED BY TH£ PROJECT HOA ANO COVERED BY A DEED RESTRICT/ON FOR PERMANENT OPEN SPACE USES 15. THE EXACT LOCATION, NUMBER AND SIZE OF THE CHECKDAMS TO BE DETERMINED AT FINAL ENGINEERING (SEE SUBMITTED PRELIMINARY HYDROLOGY STWY DATED JULY 31, 1998). LEGAL DESCRIPTION PARCEL A: PARCEL 2 IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN AT PAGE 2244 OF PARCEL MAPS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, .JANUARY 10, 1974. PARCEL Al: AN EASEMENT AND RIGHT OF WAY FOR ROAD PURPOSES, AN EAoLMENT AND RIGHT OF WAY FOR INGRESS AND EGRE'SS AND WATER PIPELINE PURPOSES OVER. UNDER, ACROSS, AND LYING WITHIN A STRIP OF LAND 40 FEET WIDE, 20 FEET ON EACH SIDE OF THE CENTER OF THE EX I ST I NG ROADWAY, IN THE NORTHERLY 250 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 12 SOUTH, RANGE 4 WEST, S.B.B. AND M., LYING WESTERLY OF ROAD SURVEY 1800-1 (EL CAMINO REAL). THIS EASEMENT IS TO BE APPURTENANT TO ANO FOR THE BENEFIT OF THE NORTHE:AST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 12 SOUTH, RANGE 4 WEST. PARCEL A2: AN EASEMENT FOR ROAD, UTILITIES AND INCIDENTAL PURPOSE,S OVER, UNDER, ALONG, ANO ACROSS THE SOUTHERLY 20.00 FEET OF PARCEL 1 or THE AFOREMENTIONED PARCEL MAP NO. 2244. PARCEL 8: THE SOUTH HALF NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNADINO MERIDIAN, IN THE: COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO THE OFFICIAL PLAT TH£REOF. OWNERS RI CHARD k LINDA LOHF OF THE LOHF TRUST AND RON HADLEY OF THE LAMPL UGH TRUST SUBDIVIDER WESTERN PACIFIC HOUSING FOR LAMCO HOUSING, INC. 2385 CAMINO VIDA ROBLE SUIT[ 107 CARLSBAD, CA 92009 (760) 929-1600 RA~ L. MARTIN R.C.E. 48670 MY REGISTRATION EXPIRES ON 6/30/00 REPRESENTATIVE .JACK HENTHORN 8t ASSOC I A TES 5375 AVENI DA ENCINAS. SUI TED CARLSBAD, CA. 92008 ( 760) 438-4090 PREPARED BY: NO. REVISIONS DATE BY 2 HUNSAKER J & ASSOCIATES 4 5 A N DIEGO, INC 5 PlANNING 10179 Huennekens St. Suite 200 6 ENGINEERING $an Oiego, Ca 92121 7 SURVEYING PH(619)558-4500 · FX(619)55B-1414 8 SUBSTANTIAL CONFORMANCE EXHIBIT LOHF PROPERTY SHEET 1 OF Citx,,,(;)f Carlsbad, Caljfornia . , . q l-' 4 WO# 1751-13 rl/e; R: \0025\0025ZA11.dwg r 'C'J 3: ,. -, ~ .., ~ , .. .. I 0 Q Q II (J __, c (/J 100· 200· GRAPHIC SCALE C") r-w w I CJ) w w en E INTERSECTTON w FLEXIBLE CHECKDAMS ( 4' SQUARE GAB/ON 'BASKETS) SEE NOTE BELOW 300' I I I I I I I -- --- 140 ' :;x~~_lt~~~~j v I ~/-lb/HUt' ~/-10/vUt' ~/-;j~/Lv ~/-Uo/Lvt'A ~/-Uts -----EXIST. 72" ACP WATER LINE _ '., _ EXIST. 8" PVC SEWER LINE ' - 18" RCP STORM DRAIN EXIST DOVE LANE PER DWG. NO 305-68 ' \ \ \ \ \ 11 O i ~~ ,.;-:]p-c-:f~(,t'\""tX1 r------;:::• .,.-r-::,...<a11 -'i?t nrtnt-"·:.t_» -~-, ~~~~ Ll~FJ-=-tt=~i~~r~1~~~J~+~~-1 ~, n;;:J.-~i EN SPACE EASEMENT SLOPES TO BE -a/Ml.A/NED BY THE H.O.A I I I I I I I I I I I I I I ' ' ii' PREPARED BY: HUNSAKER & ASSOCIATES Pl ANNING 10"179 Huer,-,ekeris 5t SW€ ,WI] ENGINEERING San Diego. Ca 91111 SU11VfYING PH(h19)558 4500 F){(619)5581A14 SUBSTANTIAL CONFORMANCE EXHIBIT LOHF PROPERTY City Of Carlsbad, California SHEET 2 OF 4 WO# 1751-13 F,le R \0025\0025ZA12 dw9 b ~ -n ~ -a' , i -( / ' ' a J I -- I f -- _, J.?---==----r.x,snNG CASSIA ROAD INT£RS£CnON I PER A VIARA PHASE Ill, UNIT 1 1 ____ -__ DWG, NO. 341-5 1r_,---IEXlstn G POINSEmA LANE PER f -'A VIAR PHASE Ill, UNIT 1 I 1 1 owq. . o. 1-5 I I I ' \ i I I / / --) --;) I ~/ I I I I I I I I I I I I I ~ • I 7 ~ I f:jl I I 100' 200' JOO' GRAPHIC SCALE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5 ~-..;,_...,,..,.., ~ P254-4 -1 ~ 0 SEE SHEET 2 \ \ \ \ \ \ \ v 1 -;;, , -1 01 nur -;;, , -1 01vur -;;, , -v-;;,/ Lv -;;, , -uo/ LvrM. -;;, , -uo \ \ \ \ \ \ \ \ \ \ PREPARED BY: HUNSAKER & ASSOCIATES PLANNINC 10179 Huennekens St Suite 100 ENGINEERING San Diego. ca <JJ:121 'iURVEYING PH(o19)5'i8 4500 FXto19)5S3-1414 ~R.·t~ "-MISSLON EQU/Rffi. \ ~\ ~\ i' ' ' -' \ ~~ \ ~:til:t",,: -~ t?EJ_S \ ~ 'nl/l \\\ ·/_-,· \\ / ·,,u \ · . I 1 1---~~~Y1ffll1 >l'il--'r---+'c'--'1-+-'v• -_ _/( R~OSED NON-EROS/~. Ei QR.~NAGE SYSTEM W/0~75. ,,) ~~ CRETE CHANNEL TO , ;7' CT TOE OF SLOPE -~~--'--,-_, 't o~rN SPACE EASEMENT · ct?' SLOPES TO BE -\ ', -_ -_-_ I A-~TAINED BY THE H. O.A. --, t--_ \ SUBSTANTIAL CONFORMANCE EXHIBIT LOHF PROPERTY City Of Carlsbad, California SHEET 3 OF 4 WO# 1751-IJ File R \0025\0025ZA7J awg • ..... 0 + 8 ..... I\) + ~ ..... 01 + 8 ..... -...J + ~ ~ + 0 0 lt) ~ r-- ri:, ::r: ~~ :--1 !'-J --II• 11' .._,_ C, C, • C, Cl ~ - g m i ~ ~ 8\l'C STA 10+915.63 i]EV 234.59 "::'l ~ §;~-5: '1) "l ._, 'i;! r-~ , .... -<ON [l m--1.. .., "' \JJ C, 0 . • 0, g <.., ~ I f ~ I "' c::, ~ CL "D" ST. £ET STA 10+ 0.00 ELEV 236 . .'JO STA 12+0QJoo ,-LEV 230.76 STA 13+00.00 EL 223.82 EVC STA rJ+45.6J ELEv 219.5f} /4L-ih, +8 0 N-~ -: ~ I SUBD VISION BOUNDARY ii -V) 'i;! -0, + ~ ~ i I I I , I I I I /), I ~ ?$ / 'Ii vi I o §g I ~ c:, I ·-- I <~ I ,> "ll L ,., I ii:: 7 ~ ! ~ / v! I I 1,fj ~ EV4 STA 18+7104 ELEV 18 50 $ ~ BVC STA[ 14+29.04 El)EV 211.25 ~ lt) ""O 2o r>:iz ::r: ~~ :--1 N --11· = "° _I!. C, C, • C, (JJ 9 -)> > z m i I ~ 0 MATC/tl LINE • , 0 0 EVC STt-202+25.00 ELEV 2 .42 &1 ' 8 I\) ..... 0 ' I 0 0 I'\) ..... 01 ' 8 I "::'l \) §;~:S 5: vi "l "'i,! r-2! ~. "' ---. -a II '-I <o -+ a ,._, j:'l ~ G ~ -0 ~ <o " <'I VC STA 208',-78. 85 ELEV 1272.62 EVC STA 20'Il+78.85 ELE\-1 274. 15 ..... ~ ' 7 8 .... 00 0 ' 0 0 ..... ~ . T 0 0 ..... ~ . T 0 0 m ) !:') }I ii~ '1) ~"' i,! ,__ <.., -,,s, <o ?u,o ·1 u, + .,, ;,,. ::, \JJ ::, . 0 :, 0 :, VPC sr'jb193+75.oo ELEV 2 .75 .... (0 01 + 8 I -c::, ~ =' $ / EVl1,,STA 175!1-IP0. 00 EL 246.00 ~ ~• C FUTURE C\4 SIA ROAD I "'5 175+14. 0 V E EV 245.86 CAR,BAD TRACt 192-3 SUB /VISION BOUi!JDARY STA I 76 + 75.24. STA I 177+00.00, ELE(,j 244.00 \ posp BL£ CL L0¥T!ON '(SIA 177+24.l / -ELE\f 243. 75 BVC STA ¥/f +95.00 EL 233.05 LP STA 18(!+95.00 \ ;I> a a ~ ELE\-1 232.55 EVC S' 192+95.01 ELEV 240.5; ill II I I I I I I I I I I~ , « :-i,, ,: m , Cl <o> •:,,.C:: 0 , HI •tnZ o, ••. ' •o• ·w.n -< c • -, ar ; o> --~~~ 0 ,I_"' 10 p O ~ L----t----t---~--t---,---r--7 1 ' "i"'~ -• • -<n • J '" s. -..,__..... 1 r--~-. " . ~~ , .. ! ' ";;l }~~ C • w ~ g 7 " a en g a (l r C I ' OJ I · a ,. Q en - c'i ,;! 8 ( ~ I -~ L-{---+-----t---t--r-~ g MA 7 CH LIi J[ ~ o 71 ► L------l----+--~-r-1-,-7 ~ -, ,-' O~o ~ I» u O -!! ~~z ~ g} , .-IJ "Tl l I C ~ . 0 0 l ,l 5 ,, Cl a. :c " ,, ' 0 s: L __ l--t---+---1---f---ir--t--i--1---c ~ 1 !l!. ""O )> .Q --· m :z: L--+--+---+--t----t-1-7 r " -0 ( " Q :0 m , ~-~~ , ' I ~ ' ro C ~ ---i 0 ~~-----""""1 - g (f> ~ ~ ~~~rn t -I ~ -