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HomeMy WebLinkAboutCT 06-27; MUROYA PROPERTY; Substantial Conformance' ' r -r GPA 06-~J / zc 06-08 / LCPA 06-09 / CT 06-27 I CP 06-19 i HOP 06-10 / co; 06-32 / HMPP 07-02 ____________ , . .,, _________ ,.' --------,_ ___________________ _ TENTATIVE MAP/CONDOMINIUM PERMIT GENERAL NOTES 1. TOTAL GROSS SITE AREA: 20. 27 ACRES BLACK RAIL ROAD RIGHT-OF-WAY AREA: 0.92 ACRES ARLSBA CITY OF CAR~GBAD, CALIFORNIA SUBSTANTIAL CONF.ORMANCE EXHIBIT CllY Of ENCINITAS VICINITY MAP NO SCALE LEGEND SUBDIVISION BOUNDARY LOT LINE CXCLUSIVE USE AREA LINE LOT NO. BLDG. NO.& PAD ELEVATION BUILDING PLAN TYPE BUILDING ELEVATION TYPE PROPOSED S 1 /£WALK EASEMENT l 1:ASEMENI CAI · _ r (SEE SHEEJ /J) SLOP£ (2: 1 MAX.) Jf OF GRAD,,-' PROPOSED SEWER(*8" ,YC) EXISTING SEWER PROPOSED WATER(*8" , EXISTING WATER PROPOSED <,TORM DRAIN W/ a.E:ANOUT( * 18" RCP) EXISTING ,:,MORA!,, W/ CLEANOUT STORM [.,RAIN W/ CURB T,!-'.[T(*18" RCP) BROW DITCH D<ISTING REa.A IMED WA, -q (SEE CALLOUT) PRO?U::,~,., FIR-: HYDRANT EXIS'i ii'./G F:,?E HYDRANT PROPOSED ' -:' tET LIGHT EXISTI/llf 3TREET LIGHT REL\ii,.'NG WALL TOP OF WALL ELEVATION FINISHED SURFACE: ELEVATION •1.'?AINAGE SWALE Ii .. -RAP (ENERGY DISSIPA TE:R) *UNLESS SHOWN O.' ~RWISE LOT1 CID PJJ6.0 2% ..... r-o --i---{) ----- --~w-- ---- - < -~-1-RW-~- ~ ►•◄ 0--~ +( , {) TW FS - } D I~ ) ,, '-' /:-1fRTHWORK I GRADING Q JAi /ES T/Ti ; ?TAL PROJECT RAW CUT: 21,897 9. Y. RAW FILL: 20,691 C.Y. RAW EXPORT: 1,206 C. Y. ' I I ) 2. REVISED KEY MAP TO SHOW NEW LAYOUT BUILDING 13 THROUGH 20, ENLARGED WATER QUALITY BASINS 1 AND 2 TO MEET THE NEW WATER QUALITY PERMIT REQUIREMENTS. 3. Rf'VISED GENERAL NOTE 12 AND 13 BASED ON THE REVISED LAYOUT. 4. REVISED ALL BUILDING FOOT PRINTS TO MATCH THE CURRENT AROiITECTURAL PLANS (DEVIATIONS ARE SHOWN IN RED). 5. ADD PANGAEA "RICHARD C. BRASHER" ENGINEER OF RECORD FOR SUBSTANTIAL CONFORMANCE. s 2., 71 C. Y. AC. TOTAL GRADED AREA: 8.2 ACRE ( , 1 /. ) REMEDIAL GRADING: 36,000 C. Y. REJ.IO~E 8t ff.COMPACT 6 ADDED SUBSTANTJ, (AN ESHMATED 3, 120 C. Y OF DEBRIS ~o BE IREMOVm FROM SITE) c__" ______ _ CIWFORMANCE SIGNATURE BLOCK. MIC YARDS PER ACRE IS 2,671 CY{AC Af IMJICATED AMJ M RELATIVE CONDCJh'INIUM NOTE NSITIV.ITY: OF 1 ... rLLSIDE GRADING !Sf I[f:RED "ACCEPTABlE" BASED * SECTION 21.9:j.060(j)(3) OF M ICIPAL CODE. ' ' Pqauc_ u·_r11r1Es AND DtST.IRt TS qAS AND EL£CTR/C SDG&:£ I'fLEPHONE ' PACIFIC BEU. TELEPHONE iTER . CARLSBA4 MUN{CIPAL WATER DIST. CLH~D WATER CITY OF1fARLpBAD J WER CARLSBA'f S£WfR DISTRITCT TORM Of?AIN , CITY OF ,CARLpBAD .l~E ' ,, ,· CITY OF ,CARLpBAD /"Vl.It;E: CITY OF CARLpBAD , · CHOO/..$ CARLSBA1 UNI IED SCHOOL DIST. THIS SU80/W"iON IS A CONOC .. •,1UM PROJECT AS DEF/NED IN SECTION 1351 OF THE CIVIL CODE OF THE STA TE OF Cf'..,-iJRNIA AND ALEO PURSUANT TO THE SUBOIVIS/ON MAP ACT. THE TOTAL NUMB[-'JF" ,;i.TACHED Co"nOMINIUM UNITS FOR THIS PROJECT IS J7. LEGAL. DESCRIPTION THE [AST ON[-HALF OF TH[ NORTH[AST QUARTER OF THE NORTHl!fST QUARTER, S[CnON 27, TO'M>ISH/P 12 SOUTH, RANG[ 4 W[Sf, SAN BERNARDINO 8AS[ AND MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO UNITED STA TES GOVERNM£NT SURVE~ ' / (\ FDl.JND IN SUBSTANTIAL CONFORMANCE: _.Yl,,,,,-,:Y/;_..,V..,.4,___ _____ DATE: _9/zWI DON NEU, CITY PLANNER Rt.CO/ UENOED BY· G:),. • "-1 KEY MAP DA TE: q / .a..,, /i,o 1 •~-- ~7&i_M__ DA Tt: _1_ia.,_..../tf~- SCALE: 1 "= 1 oo· RECOMMf VOED BY: _fl _..........""'~--- DA TE: "'',?<'=''------- REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS OWG. NO. 433-3 IMPROVEMENT PLANS FOR YAMAMOTO PROPERTY(CT 04-01) OWG. NO. 433-3A GRADING 8t EROSION CONTROL PLANS FOR YAMAMOTO PROPERTY)CT 04-01) DWG. NO. 387-1 IMPROVEMENT PLANS FOR THE CARNATION PROPERTY(CT 98-18 DWG. NO. 387-1A GRADING PLANS FOR CARNATION PROPERTY(CT 98-18) OWG. NO. 335-5 IMPROVEMENT PLANS FOR BlACK RAIL ROAO(PD 421) OWG. NO. 397-4 IMPROVEMENT PLANS FOR TABATA PROPERTY(CT 00-13) DWG. NO. J97-4A GRADING PLANS FOR TABATA PROPERTY(CT 00-13) DWG. NO. 401-5 IMPROVEMENT PLANS FOR AVIARA POINTE(CT 99-10) DWG. NO. 401-5A GRADING AND EROSION CONTROL PLANS FOR AVIARA POINTE(CT 99-10) DWG. NO. 322-2A GRADING PLANS FOR AVIARA P.A. 24 UNITS 1-4(CT 90-15) DWG. NO. 322-2 IMPROVEMENT PLANS FOR AVIA/;i P.A. 24 UNIT 1(CT 90-15-1) DWG. NO, 322-7 IMPROVEMENT PLANS FOR AVIARA / .. ,. 24 UNIT J(CT 90-15-3) DWG. NO. 286-9T IMPROVEMENT PLANS FOR PVT DRIVEWAY FOR AVIARA INFO CNTR(P0-388) DWG. NO. 353-3 IMPROVEMENT PLANS FOR AVIARA PHASE I II, UNIT 6(CT 92-3) DWG. NO. 377-5 IMPROVEMENT PLANS FOR AVIARA PA 23 CRISTALLA(CT 97-20) DWG. NO. 377-5A GRNJING PLANS FOR AV/ARA PA 23 CRISTALLA(CT 97-20) OWG. NO. 386-2 IMPROVEMENT PLANS FOR HADLEY PROPERTY(CT 98-17) DWG. NO. 386-2A GRADING PLANS FOR HADLEY PROPERTY(CT 98-17) tl I --/ .. ' I ' ··~-P-RO-VE-D~ I q 'fH !! APf:fID'llQ 1'l!~fl\T! ' !}!rlOl'tl'~--~- . . !Wif.Jllf -~OI.UTIO/i N ~~ \I> REPRESENTATIVE JACK HENTHORN 8t ASSOCIATES 5927 BALFOUR r,..,.__,Rr SUITE 112 CARLSBAD, CA. 92008 (760) 438-4090 PROCESSED BY: JACK HENTHORN & ASSUCIATES Land Planning • Project Management. 5927 Balfour Court Suite 112 Carlsbad, Ca 92008 (760) 438-4090· Fax (760) 438-0981 2. 3. 4. 5. 6. 7. 8. 9. NET SITE AREA: 19.35 ACRES (GROSS AREA -BLACK RAIL ROAD AREA) NET DEVELOPABLE AREA: 11.81 ACRES (PER CONSTRAINTS MAP) TOTAL NO. LOTS: 5 1 DETACHED CONDOMINIUM LOT (LOT 1) 1 SINGLE FAMILY LOT (EXISTING RESIDENCE REMAINING-LOT 2) 1 HOA OPEN SPACE (LOT 3) 1 OPEN SPACE: PRESERVE LOT (LOT 4) 1 PRIVATE STREET LOT (LOT 5) TOTAL NO. OF UNITS: 38 37 PROPOSED DETACHED CONDOMINIUM UNITS 1 EXISTING SINGLE FAMILY UNIT TO REMAIN ASSESSOR'S PARCEL NUMBER: 215-040-03 EXIST. GENERAL PLAN DESIGNATION: RLM (0-4 DU/AC) : ;qoPOSEO GENERAL PLA,~ DESIGNATION (LOTS 1 8t 5): RM ( 4-8 DU/AC) PROPOSED GENERAL PLAN DESIGNATION (LOTS 3 8t 4): OPEN SPACE (OS) GENERAL PLAN DESIGNATION FOR LOT 2 TO REMAIN AS RLM (0-4 DU/AC) EXISTING ZONING: L-C (LIMITED CONTROL) PROPOSED ZONING (LOTS 1 8t 5): RO-I.I (RESIDENTIAL DENSITY-MEDIUM) PROPOSED ZONING (LOTS 3 8t 4): OS (OPEN SPACE) PROPOSED ZONING (LOT 2): R-1 (ONE FAMILY RESIDENTIAL) PROPOSED OVERALL DENSITY: 3.4 DU/AC (38 DU'S/11.8 NET DEV. AC.) LOTS 1&5 DENSITY: 5.3 DU/AC (37 DU'S/7.02 AC.) LOT 2 DENSITY: 1.1 DU/AC (1 DU'S/0.94 A, 10. LFMP ZONE: ZONE 20 11. AVERAGE DAILY TRAFFIC: 380 (10 TRIPS X 38 UNITS) 12. TOTAL BUT' f)JNG COVERAGE-BLDG$ 1-37): APPROX. 1. 4 ACRES (63, 146 SF) % OF NET vd~/ OPABLE AREA: 12:f (BLDG COVERAGE AREA / NET DEV. ARF4) TOTAL BUILDING COVERAGE LOT 2: APPROX. 0. 12 ACRES (5,070 SF SF) % OF LOT AREA: 12.8% (BLOG COVERAGE AREA OF. 12 AC/ LOT AREA OF .94 AC) 13. PERCENT OF LANDSCAPING: 55.2% GENERAL DESIGN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. 13. 14. 15. 16. 17. 18. 19. 20. ALL STREET DESIGNS, STREET LIGHTS, AND FIRE HYDRANTS TO CONFORM ff' CITY OF CARLSBAD DESIGN STANDARDS AND AS REQUIRED BY THE CITY ENGINEER. EASEMENTS AS REQUIRED BY THE CITY ENGINEER, PUBLIC UTILITIES AND DISTRICTS. ALL PROPOSED UTILITIES TO BE UNDERGROUND. CONTOUR INTERVALS: 2/10 FEET TOPOGRAPHY PREPARED BY: SAN-LO AERIAL SURVEYS, FLOWN MJV. 24, :?004 FINISHED GRADES ARE APPROXIMATE ONLY ANO SUBJECT TO OiANGE IN FINAL DESIGN CONSISTENT WITH THE CITY'S SUBSTANTIAL CONFORMANCE: POLICY. SOILS INFORMATION WAS OBTAINED FROM SOILS REPORTS BY: GEOCON DATED: JULY 14 2009 (JN 07571-52-01) LA/IKJSCAPING AND TREE PLANTING AS REQUIRED BY THE 'ARLSBAD LANDSCAPE MANUAL. CUT ANO FILL SLOPES NOT ff) EXCEED 2: 1 UM ESS APPROVED BY THE CITY ENGINEER AN/J ::.""IS ENGINt.~R .. MODEL UNITS MAY. .·"JILT PRIOR TO FINAL MAP RECORDATION IF SPECLFIC APPROVAL IS GRANTE:.U BY THE CITY ENGINE£!, ANO PLANNING DIRECTOR . SEE LANDSCAPE PLAN FOR PERIMETER WALL & FENCE :.OCATIONS. AN !OD FOR OPEN SPACE PURPOSES (LOT 4) IN PERPETUITY WILL 8£ MADE TO THE CITY.OR OTHER AGENCY AS DESIGNATED BY THE CITY, FOR OPEN SPAv'E LOT 4. THE LOT WILL 8£ COVERED BY A DEED RESTRICTION FOR PERMANt.NT OPEN SPACE USES ONLY. THE PROJECT HOA WILL PROVIDE INTE8IM OWNERSHIP AND MAINTENANCE, UNTIL SUCH TIME AS THE DEDICATION IS ACCE:PTFO. INDIVIDUAL TRASH PICKUP IS PROPOSED WITH THIS PR(l.J£Cf. AVEF-, "> SEWER GENERATION rs .026 MGD (FOR 37 £DU'S) AVERAG~ POTABLE WATER 0£1,;, 'IS 16.1 GPM, 64.4 GPM PEAK FIRE FLOW DEMAND IS 2500 GPM BUILDINGS ARE MJT PROPOSED TO 8£ SPRINKLERED. ALL POWER POLES ANO POWER LINES ALONG THE SOUTH SIOC OF BLACK ~i 'L ROA[) SHALL BE UNOERGROUNDED, EXCEPT THE EXISTING POLE SOUTH OF PROf 'SEO PRIVATI:. DRIVE 'C' AND ADJACENT TO UNIT 37. RECYCLED WATER PEAK IRRIGATION DEMAI-KJ:APPROX1''\T': l 50 GPM . DRAINAGE BASIN: CITY OF CARLSBAD MASTER DRAINAr,c "LAN/ BASIN •r;•, CARLSBAD HYDROLOGIC UNIT, SAN MARCOS CREEK HYL'ROLOGI" AREA, 8t EATIQIJITO HYDROLOGIC SUBAREA (BASIN NUMBER 904.51) CFS: 23.7, S / 17.6 ACRES FLOGARD CURB INLET FILTERS ARE PROPOSfD FOR Al. "'' INLETS. OWNER SUb:JIVIDER AKIRA MUROYA 8t TOSHIKO MUROYA, TRUSTEES OF THE MUROYA FAMILY TRUST DATED MAY 18, 1998 PO BOX 1 '11' 'J CARLSBA/J, ~,< 92013 ,_ "' "' -~ . 43819 ~ ~ '/t 6/30/13 "' I V I'- TAYLOR MORRISON HC.'.!£$, INC 1674'J WEST BERNARDO DRIVE, SUITE 140 SAN ()[£GO, CA 92127 (858) 943-5100 By: ~~ale.cJ,Zf,.·'4:J/ Name: Ricll_ar !_C. Brashe1 R.C.£.: 4cic',9 __ exp: b-,(. '.)Ojl___ S) PAi'iG.L_'\-Ei~ LAND CONSULTANTS, INC. DAVID A. HAM¥AR.. ' ·--rrc1;:·-·.,.34757-s,,-., ~ ... , MY RrG,srRA l}QN 'ExPi!?E:s rti1v J9/3Q/11' PREPARED BY: REVISION DATE SUBMITTAL 12/11/06 H H LJ N SAKER RESUBMITTAL 05/17/07 H & ASSOC I A TE~•:-=~"";;!-"'---~""'~ ~-;-=;~'---------,"."~.,.,~"";;,-.,V~:::co;c1-:~~ 5 A N D I ( G 0, I N C i'-"==c.:...;_==----•-----1--,--,'-RF.$UBl,/I TTAL C'/13/10 H PLANNING 9707 Woples Stceel nL:.;UBMITTAL 03/26/'.' H ENGINEERING San Diego, Ca 92121 . . ·--r- SURVEYING PH(858)558-4500 FX(858)558-l,,r--------------t-----t-;-,- r TENTAT!,/E MAP/ CONDOMIN'.UM PERtvllT SHEE 1 MUR0YA PROPERTY OF CITY OF CARLSBAD, CI\LIFORNIA I 7 P<\Actlve Projects\Muroyo.\Dro.wlngs\Plo.n sets\ TM·revlsed\Murr • , -TM Shtl.dwg[]Jul-26-2011<1 ' 7 ' t 0 ~ -I o~o -+i 'P -...I N O> ...... -c;, ~ ~ I R W R/W 50' PUBLIC R/W JO' JO' J' 17' 14' 6' I 5.5' 4.5' J!_ t -1fh...£'XISTING 12• 'f' WA TE'R MAIN EXISTING 18"..td::I_. WA TE:R MAIN 'f' -trh..,E'XIST/NG 18" 'f' RECLAIME'D WAIER MAIN TYPE "G" CURB & G TTER A.C. PAVEMENT AND BASt. ,,+,_ EXISTING 8" "tµTSEWE'R MAIN PROPOS,·D IMP. EXIS71NG IMPROVEMENTS BLACK RAIL ROAD PUBLIC STREET PER DWG 335-5 NTS TYPJr 1/ SIi?/! • LIGHT\ D.5' .~58' P~-_fRffT / PUBLIC U71LITY E, -=-'[M=E,~NT'----+- . 11' ~ J6' 18' " 18' CONCRETE: CURB AND GUTTER\ (T'l'PICAL) 11' 0.5' 5.5' 5' . ~-,, 1YPICAL ~ nRE HYDRANT 'f+ F' '''-'A TE LOCAL STREET PRIVATE STREET "A" --- 24' PR/VA 1E D8"-"IVE..____,._ 12' 12' ·1 ~ CONCRElE CURB AND GUm:~\ c1'. (TYPICAL} · ·· 2!... 2" I 2-" .A #~I bE ~ p. ~-~-L :;, ;:::;:;7· . . Sd ( AND BA;;£ JOINT UIILITY TRENCH (J' WIDE X 5' DEEP) PR/VA TE DRIVE "B" 24' PRIVATE: DRIVE 12' 12· CONCR£1E CURB NTS ; ~~~ ~+ vJNCRElE WALK (TYPICAL) POR710N MEANDERS YIHERE SHOWN ON PLAN NTS AND GUTlER\ (TYPICAi.) :i-..2!.... .A I .2/f ~;=;---,,_ ~-' '11-~L .. · ... ·.· .. · ... • .. •:• .. •:• .. :•·· .. ··• ......... ·-:: ............ ,. ~+ ~,-(A.C. PAVEMENT AND BASE CONCRETE WALK JD/NT U71LJTY TRENCH (TYPICAL) PORTION (J' WIDE X 5' D££P) MEANDERS WHERE SHOWN ON PLAN PR/VA TE DRIVE 'c' NTS GPA 06 ~J / ZC 06-08 / LCPA 06-09 / CT 06-27 / CP 06-19 I HOF' 06-10 / Ct.:.,-06-32 I HMPP 07-02 SUBSTANTIAL CONFORMANCE EXHIBIT 11A 11 PROPOSED HOUSE PROPOSED PAD PROP[R TY LINE (FENCE) J' MIN. RETAINING WALL PROPOSED HOUSE 5' MIN. PROPOSED PAD PROPERTY LINE -SIDE YARD PLANTABLE AREA DETAIL NTS ~---~ RIGHT-OF-WAY----~ CURB DISTANCE' AS SHOWN ON PLANS (5' MIN.) TRANS/710N AREA . ·1 ::.• :, :_:·· .' '": ·. '/ . . • . . 4 ... . -/- . ~-·• '., . . BACK OF CURB . ' ./.' ... ,,-,_"',., FACE OF CURB UP or GUT/ER TYPICAL PEDESTRIAN RAMP DETAIL RAMP AcJ? ADA REQUIRE'MENTS SE£ LANDSCAPE PLANS PAD --/'TS SIGHT DISTANCE TRIANGLf VEGETATION, SLOPf & ETC.) -PCR TYPICAL CORNER LOT SIGHT DISTANCE SETBACK SCALE: 1 • = 20' STRIPPED 8.5' I o o o I \ (.) . ' / 'ii <li I -ci, / -s------.;S"'IOCRl"'illl'.;;rAL"K'-:;;,_.L----,!,,-..L---.L..-··-:!,,e--,$ -CURB -$ ---------------'----50 -1-----------------so--------------SD ______________ __J____ ---------------------------- -w----w----w--1---w..l_---w---------w----w----- TYPICAL SURFACt.-DRAINAGE, BUIL~.:ING SETBACK DETAIL A '\JO WATER/SEWER LATERAL LOCA T/ONS SCALE': 1' = 20' (PER CITY OF CARLSBAD STD. DWGS GS-14 & GS-15) t,JT[; TYPICAL WA TE:R & SEWER LA TE:RAL PRECISE LOCA T/ON TO BE' DETE:RMINED IN FINAL ENGINEERING. ---~lOP;ROUNDING P[~ STD~DWG~S-1: _r------------~-=-=~ ---1rr~---::r~ T;?: ~77~ .~c-=~ i PROPOSED SWALE 1% MIN. (TYP) : j t ~1 :1; ~ ."'°' ,!1 w "' ~)1 ~ ~1 j : H~F~[.10~: tl:.J·b. "':;;:J'-JJj s :z:~~, ~1-f j 3.0· /r::o:tN{:J~';} AS ;i,r· 1 r 5.o· / -i'-1-'~)<c--~~-'j~i MIN. 1i1~· . C ·. wIN PROPOSED FFNCE-c-l -...,1<~1-"i,,"-' I '-~ l l I I I I : NI I I j I / SID[WALK--'i~ I ~COOJ .. V,:/£,""""~~~;;;;;!t '--. -c::, C), c:i PORCH/OCCK I: I . :-.... " .. .. . . . . 11----PROPOSED SWALE 1:C MIN. (TYP) .-PROPOSED FENCE ·• . J' MINIM/JIJ Pm PLANTABLE AREA DETAIL SHOWN ON THIS SlffT .' ... ; . ·. • . . . . . . . CURB C \4A\.:>C,e!' 'TO COMPI. '1 wl v~-AC£.½Slol.-E- ":Ri'rUE 61H c;/1tt}i.,_ _____ s--------+--'---"' s---1~"'->----G__:"';:._+...,.,,..,,.,,....-,,.L------.s------- " !!:a " CURB STANDARD HAND/CAPED CURB i~ 24' "' 24' "' 24' 1o -r--___L.. E' -,\J MIDDLE END PARALLEL PARALLEL PARALLEL PERPENDICULAR /PARALLEL PARKING OET AIL PR/VA TE DRIVE 'B' ON/.: Y STRUCTURAL S[CTION BASE'D ON A MINIMUM 4" AC AND BASE DETE:RMINED BY IN-SITU SUB-BASE' R-VALUES AND T.I. OF 4. 5 MINIMUM PER CARLSBAD [N('/NEERING STANC4RDS, VOL. 1, CHAPT. 4, SECT. 6.~' ============~=====~==so======~=====-===========so====== --w----w--_j_-w __ J___w----wj_ ___ ----w----w---- TYPICAL SURFACE DRAINAGE, BUILDING SETBACK DETAIL AND WATER/SEWER LATERAL LOCA T/ONS SCALE: 1' = 20' (PER CITY OF CARLSBAD STD. DWGS GS-14 & GS-15) PREPARED BY: HUNSAKER & ASSOCIATLS SA!,, Dir GO, INC. PLANNING 9707 War,les Street rnGINEERiNG San Diego, ::a 92121 SURVEYING PH(85BJ558-4500 F:<(858)558-1·; PROJECT SUMMARY TOTAL SITE AREA EXISTING STREFT DEDICATION (BLACK RAIL ROAD) STREET COVI RAGE (INTioRNAL STREETS) A BUILDING COVERAGE c SQ. FT. 883,099 40036 !2,223 63,146 ACRES 20.3 0.9 1.7 1.5 PRIVATE OPEN SPACES AREA 8 COMMON MAIN ACTIV_E_R_E_C_A-RE-A~c-----+---,-C--+--'--+ 79,783 1.8 6,400 0.1 COMMON LARGER PASSIVE FLAT/TIJRF AREAS c 19,921 0.5 EXISTING SINGLE FAMILY RESIDENCE (LOT 2) 40,919 O.S REMAINING COMMON OPEN SPACE D 87,545 2.0 · !ATURAL OPEN SPACE 473,126 10.9 ' INCLUDES ALL INTERNAL PARKING, DRIVEWA S AND SIDEWALKS %OF SITE 100.0% 4.5% 8.2% 1.2,:; 9.o,: 0.7% 2.3% 4.fi% g_g,: 53.6% 8 PRIVATE OPEN SPACE COUNTED IN 11-IE TOTAL SITE AREA INCLUDES GROUND PORCHES, LOGGIAS AND PATIOS. c TOTAL OPEN SPACE REQ'D IS 200 S.F./UNIT = 37 UNITS X 200 = 7,400 S.F. (ACTIVE REQUIRED= 75% TOTAL O.S. = 5,550 S.F.) D INCLUDES MANUFACTIJRED SLOPE AREAS AND FLAT AREAS OUTSIDE OF 11-IE EXCLUSIVE USE AREAS. E INCLUDES 1 ST FLOOR AND GARAGE SQ. FOOTAGE. PLEASE NOTE 11-IAT 11-IE SQUARE FOOTAGES AND ACREAGES ARE APP ROXIMA 11c AND MAY VARY AFTER PREPARATION OF FINAL ENGINEERING PLANS. ARCHITECTURAL SUMMARY 1st 2nd LIVING TOTAL PLAN #OF %UNIT #OF GARAGE FLODR FLOOR AREA UNIT SQ, BDRMS SQ. FT. TYPE UNITS MIX SQ. FT. SQ. FT. SQ. FT. FT. 1 6 15.2% 3 1,923 --1,923 440 2,'.,63 2 15 43.2% 3 990 1,056 2,046 434 2,480 ------· - 3 9 24.3% 3 1,139 1,409 2,548 442 2,990 - 4 3 8.1% 4 1,533 1,449 2,982 468 3,450 4X 3 B.1%, 4 1,516 1,449 2,965 46B 3, .. ~3 ·-=-= TOTAL 37 100.0% PARKING sur~.1ilARY REQUIRED PROVIDED RESIDENT 2 COVERED SPACES/UNIT 37X2= 74 GARAGE= 4 STAN RD= ?, GUEST 37 UNITS X ;>5 = 9.3 P LEL = I{ HAN APPED = 1 GI JEST TOTAL 10 :,_ I? " ---+.,,.--1--- T01, 84 90 -/I (2.eJ6a:> ovv,11-->l"I CP~~1~(..,l(h.) ,o 11'\,1-0vJ R:,\E,, W•~ 1:-1(. ~tiO\N':,, LOT SUMM 'RY I -io!--)e. '5/14/t 3' 6-R -~ LOT NO AREA (AC) I 1 6.3 2 0.9 3 1.6 4 9.8 5 0.7 ROW 0.9 ......LOT.P,!. 20.3 REVISIONS TO THIS SHEE'T 1. ARCHITECTURAL SUMMARY TABLE, ADDED ONE: PLAN 2 AND DELET[D PLAN 4X, REVISED PLAN 4X FROM 4,ra J, 2. -'{EVJSED PROJECT SUMMARY TABL C: BASED ON CONFORMANCE Rf:VISIONS. TEI\ITAl iVE MAP / CONDui\lllNIUM PERMIT MURuVA PROPERTY CITY OF CARLSBAD, CALIFORNIA SHEET 2 OF 7 ____________________________________________________________ .,_ _________ ..., _________ -----·· ,.,.,.. __ '°' ___ .... __ _ P: \Active r'·, ;~, s\Muroya\Orawings\Plan sets\ TM-·revised\Muroya -TM Sht2.dwg[]..',;/-26-2011: 14: OB 012512 0 N -I o~o -ti m 0) ..... N "' -..... 'i' ~ ? ' I II 1· I I ' I I I • I ' CATCrl BASIN""' . GPA 0t"'.:.9 / ZC 06-08 / LCPA 06-09 / CT u6-27 I CP 06-19 / HOF 06-10 / c.,~.:.i 06-32 / HM.PP 07-Q2 -·------------S~BSTANTIAL CONFORMANCE EXHIBIT "A" DATED FEBRUAR~ 18, 2011 REVISED JULY ~6, 2011 SHEET3OF7 CURB OPEi',,1,-.l FOSSIL ROCK F MEDIUM POU GUTTER FLOWUNE . •.• . '. 3/8" X 3' ANCHOR BOLT (3 PER SECTION) '<--tt··.-,,.. '. ;: ANCHOR DETAIL '--1.t..:--' STORM WAT£ Ht.:ATMENT UNIT PRIVATE I 111 RB INLET FILTER ON ONLY -NOT TO BE USED FOR CONSTRUCTION PURPOSES T TO SCALE N SPACE AREAS I ' 111111 11 I I I 11 CWPUNG (rYP) (BY CONTRACTOR) BALLAST STORM ~ TER TREA TNtENT UNIT FILTER UNIT WI CARTRIDGES a• PVC IE IN EJCRGY OISSIPATOR FRAl,/f: AMJ COVER (TYP) --7"-'----------------~-------+-------llLUSTRA TION ONLY -NOT TO BE USED FOR CONSTRUCTION PUR NOT TO SCALE GRADE RING (TYP) . , '••' •' . BALLAST STORMFIL TER -SECTION VIEW-EB \ / PVT. O.S. SUMMARY --i LOT NO AREA(SF I 1 954 2 7,M 3 &a 4 1.032 5 572 6 620 7 1,985 8 734 9 3,572 10 966 11 91(, 12 1,137 13 1,220 14 1,571 15 554 16 998 17 1,643 18 1,615 19 1,849 20 803 21 1,745 22 795 23 1,276 24 1.781 ~5 1067 26 1.410 27 1.874 28 1,663 29 1,880 30 1,697 31 927 32 987 33 683 34 2,4'0 35 1,070 36 700 37 1,505 TOTAL 47,648 MIN 554 MAX 3,572 AVERAGE 1,288 *R.AT YARD AREA OM. Y, NO PRIVATE SL OPES. ! SITE DESIGN BMPs: -CONSTRUCTING STREETS, SIDEWALKS, AND PARKING LOTS TO Tf-1£ MINIMUM WIDTHS NECESSARY TO COMPLY WITH CITY OF CARLSBAD REQUIREMENTS WITHOUT COMPROMISING PUBLIC SAFETY. -INCORPORATING LAMJSCAPED BUFFER AREAS BETWEEN SIDEWALKS AND STREETS. -MINIMIZING THE NUMBER OF RESIDENTIAL STREET CUL-DE-SACS ANO INCORPORATE LANDSCAPED AREAS TO REDUCE THEIR IMPERV!WS COVER. -REDUCE OVERALL LOT IMPERVIOUSNESS BY PROMOTING ALTERNATIVE DRIVEWAY SURFACES AND SHARED DRIVEWAYS THAT CONNECT TWO OR MORE HOMES TOGETHER . -MAXIMIZE CANOPY INTERCEPTION & WATER CONSERVATION PRESERVE EXISTING NATIVE TRESS ANO SHRUBS. PLANT AWITIONAL NATIVE OR DROUGHT TQERANT TREES AND LARGE SHRUBS IN PLACE OF NON-DROUGHT TOLERANT EXOTICS. -MINIMIZE DIRECTLY CONNECTED IMPERVIOUS AREAS -DRAINING ROOFTOPS INTO ADJACENT LANDSCAPING PRIOR TO DISCHARGING TO THE STORM DRAIN. -DRAINING ROADS, SIDEWALKS AND IMPERVIOUS TRAILS INTO ADJACENT LANf!'>CAPING. -SLOPE & CHANNEL PROTECTION/ HILLSIDE LANDSCAPING USE OF NATURAL DRAINAGE SYSTEMS TO Tf-1£ MAXIMUM EXTENT PRACTICABLE:. STABILIZE PERMANENT a-/ANNEL CROSSINGS. PLANTING NATIVE OR DROUGHT TQERANT VEGETATION ON SLOPES. ENERGY DISSIPATERS, SUCH AS RIPRAP, AT THE OUTLETS OF NEW STORM DRAINS, CU..VERTS, COMJUITS, OR CHANNELS THAT ENTER UN.. I NED CHANNELS. TREATMENT CONTROL BMPs: - - - .,. TER TREAT '.,. :-{MP-40) -BIO RETENTION BASINS. , FILTER INSc.rs, -BIO RETENTION SWALES. SOURCE CONTROL uMPs: -LANDSCAPING M~NUFACTUREO SLOPES SHALL BE LAl'OSCAPED WITH SUITABLE GROUND COVER OR INSTALLED WITH AN EROSION CONTROL SYSTEM. · URBAN •~OUSEKEEPING HOMEOWNERS ::,, tOULD BE EDUCATl:.O AS TO THE PROPER USE, STORAGE, AND DISPOSAL Of ::+l>te@C: POTENTIAL STORMWATFR CONTAMINANTS -STORM WATER SYSTEMS STENCILINf'.' /\ND SiGNAGE -INTEGRATED PEST MANAGEMENT KEEPING PESTS OUT OF BUILDINGS A/\0 LANDSCAPING USING BARRIF:,'S, SCREENS AND CAULKING. PHYSICAL PEST ELIM/NATION TECHN!Q/Jr. SUCH AS WEEDING, SQUASHING, TRAPPING, WASHING "J? PRU'/' .T PESTS. RELY ON NATURAL ENEMIES TO EAT PES1: .. -TRASH STORAGE AREAS ALL TRASH WILL BE STOREO WITHIN EACH INDIVIWAL SINGLE FAMILY RESIDENCE. "' SUCH, THERE WILL 8E NO TRASH STORAGE AREAS ONSITE. -EFFICIENT IRRIGATION PRACTICES ALL HOME OWNERS' ASSOCIATION (HOA) MAINTAINED LANDSCAPED AREAS WILL INCLWE RAIN SHUTOFF OEVICES 70 PREVENT IRRIGATION DURING AND AFTER PRECIPITATION. FLOW REDUCERS ANr 1-!UTOF• VALVES TRIGGERED BY PRESSURE DROP WILL 8E USEO TO CONTROL WATER LOSS FROM BROKEN SPRINKLER HEADS OR LINES. .~nt 1/RED TREATMENT CONTROL Bt\1P TABLE 1 TYPE DESCRI, OWNERSHIP MAINIDvANCE SHEET NO. MAI .. ~.'. :· AGREEMENT •.... QUENCY (JUANTIT. - --MEDIA STORM FILTRATION UNIT FILTER UNIT PVT J of 7 PER MANUFAC7U: cR .. DRAINAGE ~,.. __ .. B -· PVT HOA J of 7 PEH ., °";~TI/Ol'."0 INSERT ET FILTER REQUIRED TREATMENT CONTROL BMP TABLE TYPE BIO RETENTION DESCR/P TION BASINS SWALES OWNERSHIP PVT MAINIDvANCE AGREEMENT HOA I SHEET NO. 5,6&7 MAINTENANCE FREQUENCY MONTHLY AND ,FTER MAJOR STORM 2 J -I ' i QUANTID 2 ---------~.---.._ _____________ .._ _____ .,.._"""" __ I ~ PREPARED BY HUNSAKER & ASSOCIA IE~ S A \I D I E G 0, PLANNING 9707 Waples Street ENGINEERING San D c,go, Ca 92121 l N C TENTATIVE MAP/ CONDOMINIUM PERMIT MUflOYA PROPERTY SURVEYING Pl 1(858)558-4500 FX(858)558-14 SHEE 3 I OF ' 7 ' ' __________________________________________ ..., _________________________ ----------~;+Ii P: \Active Projects \Muro ya \Drawings \Plan seu \ ™-revised \Muro ya -™ Sh tJ. dwg[)Jul-26 -2011: 1 • i IO CITY OF CARLSBAD, CALIFORNIA j ' 0 w -I 0 (I) O -+i~cp ..... N ..... 0) -';" ~ ~ 1- ' I I ', , I . I .. I •• '' ',_ GPA 0, J9 / zc 06-08 / LCPA 06-09 / Cl u6-27 / CP 06-19 / HD~1 Uo-10 / L...,? 06-32 / HMPP 07· I I I 'I I . I '(! ;, r ! 11 ' •ii LOTTING DETAIL SCALE: 1 • = 80' PVI STA = 13+15 P VI ELEV = 336. 00 A.O. -= 4.45 , , --· 11c K =-J3. 6 7 1.JU.UU V' 25 MPH D.S. 90' vc STA 13+67.00 PVI EL= 337.93 ~ C) C) -0-J lO C"-J + '° I"; ,-... a ' ,ei -~ ' i-.: :t: V) l~ i-.: i-.: :::,. :::,. ---.I ..__J --II :!L 11 ~ ~lt.J V) V) c;j C) C) ~ en C) i"") (_) ,o > ~-- -ss· ,C) ,- 0 0-j 0) ,-0) + '<"~ co r-c, C'~ 'St- t"') ()')10 g. 60' \IC Pvt STA = 14+55 P VI ELEV = 345. 80 A.O. = -5. 00 STA 14+46.30 PVI EL= .345.09 K = 8.00 40. oo' vc G2=3.5% C) C) ~ C) "<:j- 'Sf i- "<:j-"<:j--l"J Ii II ~ :s V) ct:i ' 1.05% ' ~ C) C) C) r---: C) "'-lC) i-~ '<:I- II s ~ lt.J V) c;j 25 MPH D.S. C) co 'St-o, -+· ")-~- Z?afll% ' ' .~ h ~ P::: V) ~- l[) '° '-J· I"; ! <\t:: 350 345 340 335 CQ 'S;f- '{) ~ ----1-----------------+---------------=~L..1 330 13+00.00 14+00.00 25 MPH VERTICAL D.S. STREET 'A' PLAN AND PROFILE AT ENTRY H0,'?l SCALE: 1" = 20' ltERT SCALE: 1• = 100' l,.j c;j 325 15+00.00 \. !'1 _""' _________ ""!"',;';,' -;,,,,.-----;,i···· II".---------------------------------------- 1 I " 'ii 1 'I I I i I 1 11111 l I I I I I I I I I Iii \ I / I I j I ' SUBSTANTIAL CONFORMANCE EXHIBIT • ; , • i,'l,11,'t/1,'t./1/1 11 •1,•1 11•1 11•1 I -- 6.00 FIRE DATED FEBRUARY 18, 2011 REVISED JULY 26, 2011 40.00 SHEET 4 OF 7 27.00 TRUCK 7.00 ?ROFILE ,c.,/ ·u , .. , .. - -------. ------------- 1,1 ,. ,, ,1 ff ---.. _..,. j I,' I,• I, \ i '] ,- ' i ..j J REVISIONS TO THIS SHEET 12' WIDE BJO-RETE'i',''l()N SWALE ::..~~t DETAIL ON SHEET I/ TRUCK TURNING DETAIL SCALE: 1" = 40' 1. REVISE LOTTING DETAIL LAYOUT BUILDINGS 13-20, 28 AND 29. 2. REVISED PRIVATE STREET "A" PLAN AND PROFILE AT ENTRY. J, REVISED .-.avATE STREET "A" LOT LINE TO 58' WIDE PER THE TYPICAL SECTION ON SHEET 2 ON THE APF.'?OVED TM. 4. REVISED ALL 8/!;i..OING FOOT PRINTS TO MATCH THE CURRENT ARCHITECTURAL PLANS (DEVIATIONS ARE SHOWN IN RED). -L : .~---., ; \ -··' • I --- [ c~~~r1 i':~-~ -' ' .1 -·~i PREPARED BY: TENTATIVE MAP/ CONDOMINIUl'v, PERMIT PLA.N~IING Sl'.N )1.-';0, 97[,7 Wop.es Stre MUROYA PR©PERTY rnGI\IC:ERl'slS Sa'\ D1,eq0, Co 92 21 SUR\/f'r'ING F·t--(fl:':,13):.•5!'\-4':,D( FX-:8'.'",8)S'.J8-14 :r 0 '! 2 ,. I 'I ' ii " '' ,! I i I I I I I' I I ' ' c._ 1 I ) ': \ \ \ I I / '· ' ' . I GPA 06-09 / ZC 06-08 / LCPA 06-09 / CT 06-27 / CP 06-19 I HOP 06-10 / CDP 06-32 / HMPP 07-02 6. REVISED PROFILE PRIVATE STREET "A". 7. REVISED PRIVATE STREET "A" LOT LINE WIDTH TO 58' TO MATCH SECTION ON SHEET 2. 8. REVISED LAYOUT BUILDINGS 13-20. 9. RELOCATED AND ENLARGED WATER QUALITY BASIN 1 TO MEET NEW HYDROMOOIFICATION REQUIREMENTS. 10. REVISED RETAINING WALL AS SHOWN. ADO PLANTABLE: RE:TAINING WALL IN BASIN 1 . . 12. INCREASE:D DE:PTH OF PLAN 2 LOGGIA BY 18" ON BUILDINGS AND 29 AND REVISED SET BACK DIMENSIONS. 15. ADDEO VIEW SECTION LINE:S C-C ANO 0-D. (SEE DETAIL ON SHEE:T 6) 16. ADDED BASIN/SECTIO,N LINES A-A ANO 8-8 (SEE DETAIL ON SHEET 7). 12, 19, 20, 25, 26 17. ADO ALL WEATHER ACCESS ROAD TO SE:WER MANHOLE, WATER MANUAL AIR RE:LE:ASE AND BASIN 1. 18. ADDE:D 12' WIDE BIO-RETENTION SWALES ADJACENT TO PRIVATE DRIVE "c". 19. ADDED WATER QUALITY DRAIN ON BLACK RAIL WHICH DRAINS TO THE ONSITE: BIO-SWALE: / .,. '"'·., '•,, ·., \ ·-~ •. H-12.6' I TOP OF SLOPE~/ I I I I SETBACK /BLDG18 I 0. 7 I V = = = LINE OF SIGHT / PLAN 1B _,.,L.--=--=:..::..:...:.::__J:======-~~~~~~~- 13.2' ACTUAL BLDG 18 SETBACK* NOTE: AS LONG AS A 6. 7' MIN. MAINTAINED, THE TOP IS SETBACK REQUIREMENTS DISTANCE OF SLOPE ARE MET. SLOPE EDGE BUILDING SETBACK 1E-E 1 (0 1-w w I (/) w w (/) i / SCAL£: r• = 10· 11.9' □ BASIN 1 . .· . ,.1 ... '• · ... -'FACE OF WALL· @ ~ •• I 'u' TYP DWA . . SLOPE EDGE BUILDING SETBACK INDEX SCAL£: 1• / i I --, .... <---~ -· ·~~"·~ PREPARED BY: HUNSAKER & ASSOCIATE~ 30' TENTATIVE MAP/ CONDOMINIUM PERMIT S A N D I E G 0, PLANNING 9/07 Waples Street ENGH~EERING San Diego, Co 92' 21 I N C MUROYA PROPERTY SURV[Y!NG Pll(B!:JB)3:J8-4600 I X(B5B)55B-; 4 CITY OF CARLSBAD, CALIFORNIA . SHEET 5 OF 7 P1\Actlve Projects\Muroyo \Drowlngs\Plo'1 sets\ TM-reviseci\Muroyo -TM Sht5.clwgUOct-05-2011'15•58 01zs1z U) ~·· w ~~ (/) di (I,) ' I I II .. I I I I I ; . I I ' ' SEE ION 111 I I GPA \,,~-09 / zc 06-08 / LCPA 06-09 / c·r 06-27 / CP 06-19 / HOP 06-10 i .::,op 06-32 / HMPP 07-0 :\ i \ I j \ / / ' j ,--,,-.,-., '·,::-~ , \~--....,-' \ ".,,!,,, / H-12.6' TOP OF SLOPE SETBACK LINE OF SIGHT I I I I 0.7 I j11I 12.4' ACTUAL BLDG 35 SETBACK* NOTE: AS LONG AS AN 8.8' MIN. IS MAINTAINED, THE TOP SETBACK REQUIREMENTS f\, .C:: DISTANCE OF SLOPE MET. SLOPE EDGE BUILDING SETBACK 1B-B1 SCAL[: 1• = 10' SLOPE EDGE BUILDING SE'fBACK iNDEX SCALE:: 1 • = JO' MUROYA RESIDENCE BUILDING SETBACKS SCALE· 1• = 50' PREPARED BY: TENTATIVE MAP/ CO~JDOMINIUM PERMIT S1-'EET PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATE~ S A < D I E G 0, , N C MUROYA PROPERTY 9707 Waples Street San Diego, Co 92121 PH(858)558-4500 FX{858)558-14 CITY OF CARLSBAD, CALIFORNIA 6 OF 7 · P•\Actlv<' Pr ,J.,cts\Muroyo.\Dro.wlngs\Plo.n S<'ts\ TM-r<'vls<'ci\Muroyo. -TM Sht6,ciwg{]J1J1-26-20!1,14•1 0 en -I 0 Cll 0 -+i hl 'f> ',I I\) ~ O, -"' t. ~ ~