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Home My WebLink AboutCT 06-04; RANCHO MILAGRO; Tentative Map ExhibitLEGAL DESCRIPTION BEING A SUBDIVISION OF REMAINDER PARCEL 'A' OF TENTATIVE CARLSBAD TRACT 96-02 ACCORDING TO MAP THEREOF NO. 11242, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 27, 2000 ALL IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND "K" STREET REMAINDER PARCELS PER CT-0018. LAND USE SUMMARY APPROVED 19 -R-1 SINGLE FAMILY LOTS 21,780 Sq Ft THIS IS THE APPROVED TENTATIVE MAP/SITE 4 -OPEN SPACE / CONSERVATION LOT PLAN FOR PROJECT NO. C,T O~-l>o/ PER CONDITION NO. t-. OF PLANNING COMMISSION 2 -HOA MAINTAINED LOTS RESOLUTION '-10. bBh'!, ASSESSOR PARCEL NU MBERS lx-1 11... (J. -',·'-.• ~~Q..i.,.11, 209-D60-61 & A PORTION OF 209-070-0 APPLICANT ADDRESS RANCHO MILAGRO LYALL ENTERPRISES INC 15529 HIGHWAY 76 PAUMA VALLEY, CA 92061 OWNERS RANCHO MILAGRO LYALL ENTERPRISES INC 15529 HIGHWAY 76 PAUMA VALLEY, CA 92061 GRADING QUANTITIES 112,900 Cu Yds CUT SHRINKAGE @ 12.5% = 14,100 Cu Yds 85,100 Cu Yds FILL 7,928 Cu Yds PER ACRE {ONSITE ONLY) REMEDIAL QUANTITIES 8,400 Cu Yds CUT 10, 1 DD Cu Yds FILL 1 _A{LA.NNINr:,ru\.ISIOK ' DATE EN..,.~RING DIVISION *CONDITION NO. 39 OF RESOLUTION 6863 THE 16 FT. WIDE All-WEATHER ACCESS ROAD SERVICING THE NORTHERN DRNNAGE SHALL BE GATED AT THE SOUTHERN TERMINUS OF THE RETAINING WALL AND DESIGNED TO DISCOURAGE PEDESTRWl ACCESS INTO OPEN SPACE LOT 24 AND TO FURTI➔ER PREVENT Y/ILDUFE FROM CROSSING AT "K' STRm. THE LOCATION OF SAID GATE AND DESIGN SHALL BE DETAILED ON THE FINAL LANDSCAPE AND GRADING PlANS TO THE SATISFACTION OF THE CllY PIANNER, CllY ENGINEER, AND FIRE MARSHAL **CONDITION NO. 40 OF RESOLUTION 6863 DEVELOPER SHALL INSTALL A GATE AT THE SOUTHERN TERMINUS OF "X" STREET AT THE SUBDMSION BOUNDARY DESIGNED TO DISCCURAGE PEDESTRIAN ACCESS INTO THE ADJACENT PRIVATE PROPERTY. THE LOCATION OF SAID GATE AND DESIGN SHALL BE DETAILED ON THE FINAL LANDSCAPE AND GRADING PLANS TO THE SATISFACTION OF THE CITY PLANNER, CITY ENGINEER, AND FIRE MARSHAL ***CONDITION NO. 41 OF RESOLUTION 6863 THE DIMENSION DF THE CON-SPAN OR SIMllAR THREE-SIDED PRODUCT BRIDGING THE NORTHERN DRAINAGE AT "K" STREET SHAil BE DETERMINED AT THE FINAL DESIGN TO THE SATISFACTION OF THE CITY PLANNER AND CITY ENGINEER. THE FINAL HEIGHT DF THE OPENING SHALL BE AS CLOSE TO EIGHT (8) FEET AS IS PRACTICA~ BUT NOT LESS THAN FIVE {5) FEET. THE OPENING SHAil MAINTAIN A MINIMUM WIDTH OF 12 FEET. ****CONDITION NO. 47 OF RESOLUTION 6863 THIS PROJECT IS SUBJECT TO ALL APPUCABII CONDITIONS OF CANTARINI DEVELOPMENT (CT-00-18) REIATED TO THIS PROJECT AS DETERMINED BY THE CITY ENGINEER, CITY PLANNER, AND FIRE MARSHAL 12,000 Cu Yds FILL -SUBSIDENCE (AGRICULTURAL AREA) BASED ON THE ABOVE QUANTITIES THE SITE BALANCES QUANTITIES REFLECT 14.24 ACRES OF GRADED AREA. SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET & NOTES 2 LOT EXHIBIT & DETAILS 3 TENTATIVE MAP GRADING, LOTS 17 -22 4 TENTATIVE MAP GRADING. LOTS 1 -16 5 LOT LINES & BUILDING SETBACKS LOT 17-22 6 LOT LINES & BUILDING SETBACKS LOT 1-1 6 7 BIOLOGICAL EXHIBIT INDEX 8 BIOLOGICAL EXHIBIT, LOTS 17 -22 9 BIOLOGICAL EXHIBIT, LOTS 1 -16 1 D PROPOSED STREET CL PROFILES 11 PROPOSED GRADING EXHIBIT SPECIAL SEWER NOTES 1. THE SEWER MAIN IN "X" STREET IS LOCATED SUCH THAT IT 2. CAN BE EXTENDED EASTERLY INTO THE MANDANA PROPERTY TO THE NATURAL GRADE BREAK APPROXIMATELY 900 FEET EAST OF THE PROJECT'S EAST BOUNDARY. A THIRTY FOOT (30') PUBLIC UTILITY AND ACCESS EASEMENT IS PROPOSED ALONG SUNNY CREEK ROAD TO EXTEND PUBLIC SERVICES, INCLUDING SEWER, TO THE SOUTHERLY END OF THE MANDANA PROPERTY. THIS EASEMENT AND FUTURE IMPROVEMENTS CAN PROVIDE SEWER FOR ALL THE DEVELOPABLE PROPERTY (WITHIN THE CITY OF CARLSBAD) TO THE EAST AND NORTHEAST. SEE SEWER STUDY PREPARED BY MANITOU ENGINEERING COMPANY AND FILED WITH THIS TENTATIVE MAP. REVISIONS VICINITY MAP NO SCALE DATE INITIAL ENGINEER OF WORK \ \Buffalo\share\lanciprojects3\20D2-!674\ciWg\ V-TM2-STUDY7.ciWg 10/31/2010 4,1s,4 7 PM PDT 3·1'L, IS DATE - -,~ ... ~ ,.•~i-~ -.;c'; ...._ ,, ' \.. \ " REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL TRACT MILAGRO CALIFORNIA 110··-- 06- TRAIL PROFILE SCALE: 1 "=20' 94 ---------------- 04 DATE INITIAL CITY APPROVAL PREPARED FOR PLANNING CONSULTANT LYALL ENTERPRISES, LLC JACK HENTHORN & ASSOCIATES GENERAL NOTES LAND USE NUMBER OF LOTS (RESIDENTIAL) SEWER DISTRICT AVERAGE SEWER DEMAND (19 UNITS x 220 GPD/UNIT) WATER DISTRICT AVERAGE POTABLE WATER DEMAND PEAK POTABLE WATER DEMAND (FIRE) SCHOOL DISTRICT ELECTRIC TELEPHONE CABLE TELEVISION DRAINAGE FIRE AVERAGE DAILY TRAFFIC GENERATED (19 UNITS x 12 ADT/UNIT) PROPOSED DENSITY (723.97D±/16.62± SF /ACRES OF DEVELOPABLE AREA) EXISTING ZONING PROPOSED ZONING EXISTING GENERAL PLAN DESIGNATION PROPOSED GENERAL PLAN DESIGNATION SITE ACREAGE PROJECT PHASING AERIAL SURVEY BY LEGEND SUBDIVISION BOUNDARY LOT LINE RIGHT OF WAY CORNER SIGHT DISTANCE LINE BUILDING SET BACK LINE RETAINING WALL (WALLS 6' IN HEIGHT AND LOWER) PLANTABLE ARTICULATED WALL (WALLS OVER 6' IN HEIGHT) PEDESTRIAN RAIL @ TOP OF WALLS ALONG ROW CURB, GUTTER, SIDEWALK, DRIVEWAY METAL BEAM GUARD RAILING PER SDRSD M-36 SEE PEDESTRIAN FENCING NOTE AND DETAIL ON LANDSCAPE PLAN DAYLIGHT LINE GRADED SLOPES 2:1 MAXIMUM -CUT / FILL CONTOURS VEGETATION LINE LOT NUMBER PAD ELEVATION VACANT/AGRICULTURAL 19 CITY OF CARLSBAD CT 06-04 HOP 06-01 zc 06-02 GPA 06-03 SUP 06-05 HMP 09-01 4, 1 BO G.P.D. RESIDENTIAL CARLSBAD MUNICIPAL WATER DISTRICT 9,200 G.P.D. 1,500 G.P.M. CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELECTRIC SBC TELEPHONE COMPANY ADELPHIA CITY OF CARLSBAD CITY OF CARLSBAD 228 A.D.T. 1.14 D.U. R-1 -20,000/0-S R-1-0.5-Q/O-S RLM/RH/C/0/0S/RM RLM & OS 43.58 ACRES 1 PHASE MISSION AERIAL PHOTO -FEB. 1985 PROPOSED EXISTING ------ --0-------0---- V VY V ~ PAD :L. .. 150.0 SEWER MAIN (s• PVC, SDR-35-LJNLESS SHOWN OTHERWISE) I LATERAL, ACCESS HOLE ---1--o-S B" LOW PRESSURE WATER MAIN (375) _l_J"' i __:r_ LATERAL, AIR VAC, BLOW OFF w B" RECYCLED WATER MAIN LATERAL, AIR VAC, BLOW OFF STREET LIGHT EASEMENTS 12'x5' PRECAST STORM DRAIN CULVERT 18" STORM DRAIN & CLEAN OUT 18" STORM DRAIN & CATCH BASIN UNDER SIDEWALK DRAIN MODIFIED D-75 NORTH AMERICAN GREEN SC-250 LINED DITCH IN LIEU OF P.C.C. DITCH RIP-RAP ENERGY DISSIPATOR (D-40) FUEL MODIFICATION ZONE SEE SHEETS 3 & 4 1 OD-YR FLOOD PLAIN LIMITS PER STUDY BY DR. HOWARD CHANG EXISTING 100-YR FLOOD PLAIN LIMITS GRASS LINED BIO-SWALE PROPOSED TRAIL IMPROVEMENTS EXISTING LIMITS OF RIPARIAN HABITAT HILLSIDE DEVELOPMENT REGULATIONS (CHAPTER 21.95 OF CMC) & THE HILLSIDE DEVELOPMENT & DESIGN GUIDELINES EXPOSED AGGREGATE CONCRETE SIDEWALK (FRONTING LOT 1 -6) TITLE SHEET _l_JRJ- o--0- ⇒ ⇒ ⇒ % l'i 'h+W P¥NI * H.S N *~~,~ 't, 'P Iii MANITOU ENGINEERING COMPANY PLANNING • CONSULTING ENGINEERING • SURVEYING 350 WEST NINTH Al/f.., SUITE "Bn, ESCONDIDO, C"-92D25 TELEPHONE (760) 741-9921 " ..... -~* ;; ' DESIGNED BY: ...,F~.W=.F~. ______ DATE: 08-07-06 DRAWN BY: _,Ge.,,"'M.e.cKcs,'-------SCALE: AS SHOWN -/_ I I :j-.,,~ w. ~ l~ 21 fr i,, 13 . . . 1 D TE: PROJECT MGR.: ...,F~. Wrr.,,_.F~. ______ JOB NO: _,1"'6,,.7.c,4 ___ _ BOUNDARY TABLE LINE TABLE CURVE TABLE NO. BEARING LENGTH NO. DELTA ANGLE RA.DIUS LENGTH L1 N22"59' 11 "E 26.61' C1 17"14'0□" 1 BB.DO' 56.55' L2 NB2"39'07"W 39.00' C2 36'26'00" BB.DD' 55.96' 1.3 N25"45'01 "W 70.46' C3 55•3z'55" 57.00' 55.26' L4 N64.14'59"E 93.60' C4 47"56'2B" 50,00' 41.84' 1..5 NB1"2B'59"E 67.42' cs 69"03'18" 30.00' 36.16' LB N62"05'01 "W 53.06' CB 36"26'04" 112.00' 71.22' L7 N6?'ns'o, "W 35.93' C7 17"14'0□" 9 12,00' 63.77' L8 NB1"2B'59"E 67.42' L9 N64·14'59"E 93.60' L1D N25'45'01 "W 63.50' L11 N55·30•2a"E 38.85' L12 N8s·11'ss"E 3D.87' L13 N72"09'01 "W 61.73' L14 N88"51 101 "W 99.26' L15 N83"35'01 "W 141.32' L16 Nn·11'23"w 66.27' L17 N51'45'31 "W 248.42' L18 N00"52'01 "W i=n c: • • L 19 N30'11 '01 "W 184.061 L2D N85'40'44"W 27.96' - L21 N27'50'45"W 55.50' L22 N11'00'23"W 63.25' L23 N30'11 '01 "W 109.31' ~ 150 300 45 L24 N2''26'13"W 57.33' D L25 N38'41'10"W 65.94' L28 N7 5"57'19"'., 101.50' GRAPHIC SCALE w w -' -' '1 '1 U1 "' -' -' C. C. FF LOT 600 I I I JI /I I I I I I EXHIBIT, AREA TABLE, SUMMARY MILAGRO CALIFORNIA RANCHO CARLSBAD, & DETAILS MANDANA HMP OPEN SPACE PRESERVE LOT NUMBER 1 2 3 4 • 5 • 6 • 7 • 8 • 9 10 • 11 • 12 • 13 14 15 16 17 18 19 20 •• 21 •• 22 ••• 23 •• 24 •• ... GROSS AREA (AC) 0.554± 0.551 ± 0.560± 0.735± 0.502± 0.601 ± 0.500± 0.500± 0.500± 0.548± 0.513± 0.554± 0.503± 0.529± 0.541 ± 0.511 ± 0.556± 0.524± 0.621 ± 16.440± 5.868± 0.671 ± 2.042± 4.976± LOT AREA TABLE NET PAD AREA (AC' AREA-ISFI 14,670± 10,275± 14,644± 0.631 ± 14,904± 14,877± 11,861 ± 12,485± 14,274± 19,098± 14,070± 12,505± 13,836± 19,002± 19,382± 17,069± 12,778± 13,119± 15,941 ± 12,860± CT 06-04 HOP 06-01 zc 06-02 GPA 06-03 SUP 06-05 HMP 09-01 PANHANDLE /SF\ 2,838± <%MIN 2%1>\II< 2%1,1/N 2%1,111< 2-:1\Wi- 25 0.115± 3.060± PUBLIC STREETS ~I 0 0: ll. ~1 -' ~I 0 "' ll. PAD TYPICAL LOT SECTIONS NO SCALE 1 % ~ ~ =====-«> =====-,£l,, 1 I @L I JO __ ; DOUBLE DRIVE AY PER PLAN CURB & GUTTER LOTS WITH DOUBLE DRIVEWAY BELOW STREET GRADE i r J~ ~ *l ,~ l l :::J l l Ii 0 ~r / 0: Q_ ~ R/.W " w z ::J Ii 0 il: R/.W ,~ z :::J I~ 0 0: ll. x:::_ CURB & GIJTTER TYPICAL LOT CUR3 & GUTTER FLAG LOT ABOVE STREET GRADE w z ::J ****CONDITION NO. 47 OF RESOLUTION 6863 THIS PROJECT IS SUBJECT TO ALL APPLICABLE CONDITIONS OF CANTARINI DEVELOPMENT (CT-00-16) REIATED TO THIS PROJECT AS DffiRMINED BY THE CllY ENGINEER, CITY PlANNER, AND FIRE MARSHAL FOR FENCING SEE LANDSCAPE PLAN SHEET 5, DETAIL "F'' DESIGNED & PERMITTED 18" SEWER MAIN TO BE CONSTRUCTION CHANGED TO 1 o• PVC SEWER MAIN AND CONSTRUCTED PER CITY OF CARLSBAD APPROVED IMPROVEMENT PLAN 361-6E ENO OF DESIGNED & (SEE SHEET .'5) STRUCTURAL CONCRETE ABUTMENT---WALLS WITH CULTURED STONE VENEER ROAD WAY 12.D' Flow Line L_\~ .. ~:~:_c-:.1.,.=·· ';;,t.., '.;/L,tw LIL..:l~ .. ~~7'~ .. ~-~~L_J 12'-0" SPAN 5'-0" RISE PRECAST CULVERT UNIT . , ... "X" STREET STORM DRAIN CULVERT (***CONDITION NO. 41) NO SCALE 6 <t :?~ ( \ ... , .................. ,. **CONDITION NO. 40 · FUTURE CONNECTION TO MANDANAPROPER1Y SEE PROF1!.E SHEET 10 22 4 18 50 "y" STREET 28 18 10 NOTE -LOTS MARKED • ARE SUBJECT TO HILLSIDE SLOPE SETBACKS. NOTE -LOTS MARKED •• ARE OPEN SPACE CONSERVATION LOTS NOTE -LOTS MARKED *"'* ARE HOA MAINTAINED STREET CLASSIFICATION TABLE SYMBOL CLASSIFICATION RIGHT -OF-WAY CURB -CURB DESIGN SPEED '.:•::---/,_( LOCAL 60' ,,_, _.--<, -"X" STREET ' ;, ,-. ·:-;~-( ·-- L-:"tl t~~-;~t CUL-DE-SAC 50-'* , '-' -H t-•-1 ''y" STREET ' ~ !-.--: 1 .. ..,....-.~ **NOTE -REDUCED PER EASEMENTS [TI AN EASEMENT IN FAVOR OF COMPANY, RECORDED APRIL 4063, O.R. (TO REMAIN) 34' 25 M.P.H. 36' 25 M.P.H. HILLSIDE CONSTRAINTS SAN DIEGO GAS & ELECTRIC 19, 1951, IN PAGE 117 OF BOOK 1z1 AN EASEMENT IN FAVOR OF DANIELS CABLEVISION, RECORDED 1..:..1 MAY 1, 2001, AS INSTRUMENT NUMBER 2001-0271288 O.R. (TO REMAIN) I]] AN EASEMENT FOR PUBLIC UTILITIES, PER MAP NUMBER 14060. (TO REMAIN) r:i7 A CITY OF CARLSBAD COVENANT FOR EASEMENT, RECORDED L±J MARCH 27, 2001, AS INSTRUMENT NUMBER 2001-0176774 O.R. (TO REMAIN) @J A 12' EASEMENT IN FAVOR OF SAN DIEGO GAS & ELECTRIC 5 COMPANY, RECORDED DECEMBER 7, 2000, AS INSTRUMENT NUMBER 2000-0665575 D.R. (TO REMAIN) UTILITY TRENCH A 60' PRIVATE ROAD EASEMENT, RECORDED AUGUST 8. 1989, AS INSTRUMENT NUMBER 89-423788 D.R. (TO BE VACATED) B" SEWER MAIN 12" WATER MAIN (490) DEPTH 3.5' MIN. SEE SDRSD M-15 167 FOR DETAILS. L"J TYPICAL BOTH SIDES. CUL-DE-SAC "77 AN EASEMENT IN FAVOR OF SAN DIEGO GAS & ELECTRIC LlJ COMPANY, RECORDED OCTOBER 12, 2001, AS INSTRUMENT NUMBER 2001-0739274 O.R. (TO REMAIN) NO SCALE 1' MIN. ARTICULATED SPLIT FACE BLOCK PLANT-ABLE WALL 1 3 SIDE STREET LIGHT, BASE & CONDUIT TYPICAL BOTH SIDES OF STREET 17 I lw I~ Im t!s ")(" 6 7.5 WALK W:== OR D.G. ,-TRAIL' ~ 4 5 4 WATER METER 8" SEWER SEWER LATERAL MAIN SERVICE TYPICAL B" REC. WAT!R MAIN BOTH SIDES DEPTH 4.5' MIN. END STA. 11+71,16 5' MEANDERING D.G. TRAIL BE1WEEN STATIONS 10+00.00 & 22+02.74. (LOTS 21, 22, 23 AND LOT 25) MEANDER THE CONCRETE WALK AND NOTE "CONCRETE TEXTURED AND COLORED TO RESEMBLE LOCAL 17 ---- 13 FlRE HYDRANT TYPICAL BOTH SIDES OF STREET 6 I 5 VARIES I SIDE WALK VALVE ~ox FIRE HYDRANT SERVICE 1 O" PVC WATER MAIN (375) DEPTH 3.5' MIN. PUBLIC STREET NO SCALE [[j A CONSERVATION EASEMENT DEED, RECORDED JULY 19, 2001, AS INSTRUMENT NUMBER 2001-05001 63 O.R. (TO REMAIN) rn AN EASEMENT IN FAVOR OF SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED OCTOBER 20, 1948, IN PAGE 452 OF BOOK 2988, D.R. (TO REMAIN) NOTES (D PROPOSED ACCESS IS FROM COLLEGE BOULEVARD THROUGH 1 PROPOSED DEVELOPMENT TO THE NORTH (CANTARINI/BENTLEY PROJECT, C.T.No. 00-18 APPROVED) @ ALL PROPOSED SLOPES (CUT & FILL) 2:1 (MAX). ALL STRUCTURE ENHANCEMENTS FOR VERY HIGH FIRE HAZARD AREAS, FOUND IN THE 2007 CALIFORNIA BUILDING CODE CHAPTER 7 A, JANUARY 2009 SUPPLEMENT WILL BE • , APPLICABLE. THESE STANDARDS WILL APPLY TD ALL 19 LOTS. THE STANDARDS SHALL BE APPLIED TO THE ENTIRE STRUCTURE NOT JUST THE PORTIONS FACING THE WILDLAND INTERFACE. IN ADDITION, THE ENTIRE DEVELOPMENT MUST HAVE NFPA 1 3D RESIDENTIAL SPRINKLER SYSTEMS INSTALLED. LOT EXHIBIT SHEET 2 OF' -S-SSHEETS R EV IS I ON S DECOMPOSED GRANITE". 5' MEANDERING SIDEWALK ~-----------------~ AS SHOWN ON THIS SECTION BETWEEN STATIONS r=_:___-=----=i,:-=--=-...:....::=.----------------------------------,----~--~-----,---~ APPROVED 22+02.14 & 2s+so. fl MANITOU ENGINEERING COMPANY x:::_ CURB & GUTTER FLAG LOT BELOW STREET GRADE LOT DRAINAGE DETAILS NO SCALE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL TffiS IS THE APPROVED TENT,;JiNE MAP/SITE PLAN FOR PROJECT NO. C,Ti'>b-0 PER CONDITION NO. I<> OF PIANl\lNG COMMISSION RESOLUTIONNO. 6Sb3 (LOTS 1 THROUGH LOT 6) PLANNING • CONSULTING ENGINEERING • SURVEYING 350 WEST \ll~TI-I AVE,, SUITE "a~, ESC0~DID0, t;,6., 92025 TELO'H0NE (760) 741-9921 PREPARED LYALL ENTERPRISES, LLC FOR DESIGNED BY: 2 F~.W=·~F~. _____ DATE: 08-07-06 ~ PLANNING JACK HENTHORN & ASSOCIATES CONSULTANT ""'-.l:..... zlz1lzo,., 1 fDATE: DRAWN BY: ...:G,,.,."'M"'c'-"K''-------SCALE: AS SHOWN PROJECT MGR.:2F~.W=.F~·------JOB NO: ~J6~Z~4~--- \\Baff o,o\shore\ionciprojects3\2DD2-16 7 4\ciwg\ V-TM2-STUDY7,ciWg 10/31/2010 4,18'47 PM PDT SHEET 4 REVISIONS APPROVED THJS TS THE APPROVED TENTATNE MAP/SITE PLAN FOR PROJECT NO CJ Db•o<J PER CONDITJON NO. " OF PLANNING COM.\1ISSJON D 40 BO 120 160 RF.SOLUTlO'i NO. 68C.} GRAPHIC SCALE XI~ /n di DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL sl,1 1 ..... ~~~JSION '.,!!.11,.1~ ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL PJAr.::-.lING !JJV,$0N r I DATE DA.TR • \ \Buf folo\shure\lunciprojects3\2002-16 74\ciWg\ V-TM2-STUDY7.ciWg 10/31/2010 41)814 7 PM PDT PREPARED FOR LYALL ENTERPRISES, LLC PLANNING CONSULTANT JACK HENTHORN & ASSOCIATES *CONDITION NO. 39 OF RESOLUTION 6863 CT HDP 06-04 06-01 06-02 06-03 THE 16 fl. WIDE ALL-WEATHER ACCESS ROAD SERVICING THE NORTHERN DRANAGE SHALL BE GATED AT THE SOUTHERN TERMINUS or THE RETAINING WALL AND DESIGNED TO DISCOURAGE PEDESTRIAN ACCESS INTO OPEN SPACE LOT 24 AND TO FURTHER PREVENT WILDUFE FROM CROSSING AT "K" STREET. THE LOCATION cl' SAID GATE AND DESIGN SHALL BE DETAIIID ON THE FINAL LANDSCAPE AND GRADING PLANS TO THE SATISFACTION OF THE Cll'f PLANNER, Cll'f ENGINEER, AND FIRE MARSHAL. zc GPA SUP 06-05 HMP 09-01 " ·..:..·•-"' •,·. • SC--<.. . ~ ':;Cl . , Ls. 45J9 1i ,i, -~--~ i •' I i NOTE: K STREET TO JOIN EXISTING GRADING AND IMPROVEMENTS CONSTRUCTED BY CT 00-1 8 SLOPE EASEMENTS TO BE GRANTED TO CITY WITH FINAL MAP FOR C.T 00-18 \ n ~ g, ::.-1 Iii MANITOU ENGINEERING COMPANY PLANNING • CONSULTING ENGINEERING • SURVEYING 350 WE~1" NINTH AVE.. SUITE "p~, ESCONDIDO, c.i.., 9202ei TELEPHONE (750) 7-41-9921 DESIGNED BY: -f~.W-._F_. _____ DATE: 08-07-06 DRAWN BY: ~G=·=Mc=K=·-----SCALE: AS SHOWN SHEET 3 \ ' ' I REVISIONS APPROVED THJS IS THE APPROVED TENTATNE MAP/SITE PLAN FOR PROJECT "JO. CJg,,-0,J PER CONDITION NO. b OF PLANNING COMMISSTON 0 40 BO 120 160 RESOLUTION NO. Cc,Bb'.!. GRAPHIC SCALE ~ • ,I 111 uf• DATE INITIAL DATE INITIAL DATE INITIAL l.r'11 \\_ ~>.. '!, • \'t.,\'\ REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL "'""'l\IKG Df\j"SIQ~ f ' DATE ur,;cEi3E"illia DIVISION DATE \\Buff olo\shore\lonciprojects3\2002-16 74\ciWg\ V-TM2-STUDY7,ciWg 10/31/2010 4•18'47 PM PDT OF WORK: PREPARED FOR LYALL ENTERPRISES, LLC PLANNING CON SULT ANT JACK HENTHORN & ASSOCIAT ES W, CT 06-04 HOP 06-01 zc 06-02 GPA 06-03 SUP 06-05 HMP 09-01 T.M. GRADING LOTS 1 -16 SHEET 4 OF ~8SHEETS ■ MANITOU ENGINE.ER.ING COMPANY PLANNING • CONSULTING ENGINEERING • SURVEYING :350 \¥EST NINTH /WE., SUITE "8~, ESCONDIDO, CA. 112025 1ELEPH.ONE (760) 741-9921 DESIGNED BY: ~F~-~w~.F~·------DATE: 08-07-06 DRAWN BY: -'G"-'."-M"'c'-'-K.,__ _____ SCALE: AS SHOWN PROJECT MGR.: ~F~. w~-~F~. ______ JOB NO: _1Ll6~724,__ ___ , 0 ~ • ( SHEET 6 REVISIONS APPROVED THIS IS THE APPROVED TEKTATIVE MAP/SITE l'!.AN FOR PROJECT NO.t.Tb\,-0~ PER CONDITION 0 40 BO 120 160 KO. b OF PLANNING COMMISSION RESOLUTION NO. 681,3 GRAPH IC SCALE t, ...... ~--'~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL )<l -i· ., .. ,u., .. l,l't.\ ... ENGINEER OF WORK OTHER APPROVAL CllY APPROVAL U'....ANr,,"I\:4 lVISIO~ 1 ' DATE Er..~1'HIUJ\G IHVISION 11ATE \ \Buf folo\shore\lonciprojects3\2002-16 74\ciWg\ V-TM2-STUTIY7 _5-6_SCREEN.ciWg 10/31/2010 PREPARED FOR LYALL ENTERPRISES, LLC PLANNING CONSULTANT JACK HENTHORN & ASSOCIATES *CONDITION NO. 39 OF RESOLUTION 6863 THE 16 FT. WIDE ALL-WEATI-IER ACCESS ROAD SERVICING THE NORTHERN DRAINAGE SHALL BE GATED AT THE SOUTHERN TERMINUS OF THE RET/JNING WAil AND DESIGNED TO DISCOURAGE PEDESTRIAN ACCESS INTO OPEN SPACE LOT 24 AND TO FURTHER PREVENT WILDLIFE FROM CROSSING AT 'K' STREET. THE LOCATION Of SAID GATE AND DESIGN SHAil BE DETAILED ON TI-IE flNAL lANDSCAPE AND GRADING PlANS TO THE SATISFACTION OF THE CflY PLAIINER, CllY ENGINEER, AND flRE MARSHAL I I \ I . \ I , 1 ,· I I I ' I 'vi . ·' ."'' CT HDP zc GPA SUP 06-04 06-01 06-02 06-03 06-05 LOT LINES & BLDG SETBACKS -LOTS 17-22 SHEET 5 OFSe SHEETS Iii MANITOU ENGINEERING COMPANY PLAN~ING • CONSULTING ENGINEERING • SURVEYING 300 WEST NINTH A.VE., SUITE •a•. ESCONDIDO, CA, 92025 TELEPHO"IE (760) 741-9921 DESIGNED BY: ~F~.W=·~F~. ----~ DATE: 08-07-06 DRAWN BY: -'G"'."'M"'c"'K.'-------SCALE: AS SHOWN PROJECT MGR.:~F~.W=.F~. ______ JOB NO: _10 6;,,7..o4c.._ ___ 1 Ul 0 ! / / , ' •' ' , I I I ) ; , / / I I , /; / i I I I f 'I ,'/ .-,I , /, / i I I I I j I I I I I ! I / 40 / I /. I I BO GRAPHIC SCALE REVISIONS 120 160 DATE INITIAL ENGINEER OF WORK \\Buff olo \shore \londprojects3\2002· 16 7 4 \dw g\ V-TM2-STUDY7 _5-6.SCREEN,clwg 10/31/2010 SHEET APPROVED THIS IS THE APPROVED TENTATJVE MAP/SITE PLAN FOR PRO.mer NO. C.TPb-o-l PER CONDITION NO (,, OF Pu\NNING C0"1MISSJON RESOLUTION NO, C.S!o~ '"" /J . "'·--~~. REVISION DESCRIPTION DATE INITIAL DATE INITIAL A ., .. , ...• '.!i-~-l) OTHER APPROVAL CITY APPROVAL J"f.Al\:-.l"lNGflTIVISlON I I DJ\'IB E:-J<hE~G DJVISIOS DATE " 4•11•40 PM PDT \ OF WORK: PREPARED FOR LYALL ENTERPRISES, LLC PLANNING CONSULTANT JACK HENTHORN & ASSOCIATES I , '.2. Z7 Zo13 DATE: ' ' ' \ i I f • 'i l Ir J ,' / i - \ \\ ' ! \, . ·:, ,. . .. i, ' -' • if, ·• j·, \;, ,· .-'; / • I I .. ;W / ; • ' ' ' ' / i ......,;;--"" 06-04 06-01 06-02 06-03 06-05 LOT LINES :& BLDG S~BACKS LOTS 1-16 SHEET 6 OFBff SHEETS Iii MANITOU PL/\NNING 350 '#EST i'-IINTH AV£.., ENGINEERING COMPANY CONSULTING ENGINEERING SURVEYING SUITE "a". ESCONDIDO, CA. 9202~ TELEPHONE (7150) 741-9921 DESIGNED BY: ..,F~.W=.f~ _______ DATE: 08-07-06 DRAWN BY: ~G=·=M=cK~-~-----SCALE: AS SHOWN PROJECT MGR.: ..,F~. W=.F~. ______ JOB NO: _1,.,6,.,7cc,4c__ __ _ CX) HORIZ. SCALE: 1 " VERT. SCALE: 1 " 0 50 100 ' GRAPHIC SCALE "' ol DATUJ/ ELEV "' 110.00 20+00 20+50 ON-SITE i EXISTING CT 00-18 "K" STREET REGRADED .-------TO J.IATCH PROPOSED VERTICAL AUGNMEllT ______ _ ' ITT al P\11 STA= 11+00 PVI ELEV = 147.50 A.O. = -3.50 , .... ..,,,,, .., _, ' ol, N.~ l[}i- 7+50 P\11 STA= 8+50 PVI ELEV = 151.75 ~---100.00' vc -----, 0 ii! "' iii "' -~ w 2l "' ~.d Ll')!~ ~i~ ~I~ ,_ 8+00 8+50 9+00 OFF-SITE -1.T-' "' "' '<1;19 .. !;, 21§ ,,.; "' 9+50 ol ., -; + 0 K = 57.14 f---II II ~ ~ i ~ ~ --,;; ~ ~ -----100.00' VO----------, 0 ~ 0 ;t -,;; ~ 2l i:i •O iqjc-.J tri:~ -1- q,~ 0 t!~ +,:,i Nj_ 10+00 10+50 11+00 11+50 12+00 ON-SITE LOW POINT ELEV = 137 .52 LOW PCINT STA = 13+33.87 P\11 STA = 13+00 PVl ELEV = 137.10 A.O. • 6.20 K = 16.13 100.00' 0 0 2 0 '\' ., ,., 5 + "' .., N .., -,;; w ~ "' ~ ~ 2l _,,-;:XISTING GROUND -5.201 I I 1.D ' __./ ~[ill I , ' !o I •o, ... •o -, ~j,-... .. ,,,, "'tj~ ":!1<J:? "?! IX!i--: "l ·' . "],-.; "' ~i~ ~ . ., ,.,, .... :::1 ~!~ ;, N <""<!~ "".~ ~)3 !::? 12+50 13+00 13+50 14+00 ***CONDITION NO. 41 CT 00-18 "K" STA 7+38.70 - STREET 10+00.00 "X" STREET STA 1 0+00.00 20+00.00 21+00 Cc ill I ' : ' ., q I'; " -"' <.C.~ ill 21+50 J ,m ' o:!l ~!:J -:1 ri!~ ·, ~I ~l u:li!;'.::: 22+00 22+50 I .-)~ ~!~ ro "' ~I g,i::: )£:::2 I'! ...-l-r:::·- 23+00 23+50 PROPOSED CL OF •x• STREET-.._, I I ' cq:~ ~;~ ;:'; "!, ~!~ ro• ro rn ., ml 24+00 24+50 .,-EXISTING GROUND I s.26i I I ' ... 0 ~:~ ;1 .,,_ ro tqloq 0 .; ~I :g,~ ,;QiO o,,.., ...-;CJ) Rt2? DI'-N N--N 25+00 25+50 26+00 II II • "' ,ri m x:,.. 88 II 17;~ ~ i : ,:g ~:~ 26t50 ' ,,; ;:; I : I ' I ' I ~: .... ,,; N·r DI q\~ ;;:~ 27+00 27+50 P\11 STA = 15+00 P\11 ELEV = 139.10 N ci A.O. = 2.50 "' tq + K = 40.00 "' ~ 100.00' VC ' ~ II 2 s 2 "' ~ ., + ~ + ~ .. "' 0: -~ ~ ~ w 2l 3.501 2 :5l + ; "' --~ ~ ' ' L i ! I lo : ,.., ·-o:S ~~ c-..:,~ q;CJt ~I--= ~ "1j(O .... ~i5! '.ii ~I~ ~j~ ~i~ ~~ :;,:J ... --,-I '"' --=1~ "'·::: ... _ 14+50 15+00 151'50 16+00 16+50 I ' ' ' ' I I ! ' I ' ' ... , .... "' ~.~ ,.., ~.~ ; -~:a ,,; §·s:t 0 N f':1'£:t N : ' ·O ,,, ,.., ..-i"! -:,CC? ~ cl-en _I c;",1,-...-,:9. -I -·-,c NN 28+00 28+50 29+00 29+50 P\11 STA = 17+00 P~ ELEV = 146. 10 i<D. = 1.76 K = 56.87 100.00' VC 2 .., .... ,:!: ~ --~ w 2l ' I i ' I 1.., ., N .... --:1C'! r-;. "1 0 .. ;1; -*i~ -,,a, i~ oi -!-i."l,_ ~ 17+00 17+50 18+00 i z " 0 0 "' z z ::, Q 0 ~ % °' c:, " I-' ~ V) ro gx " 0 ,ci w + '"I I,! II<.) II ~~ ei i ' ' . ' m '!i? ~,f::! "'q roe !£IC:: riic cr,;O) ~!N ~!:;;:; :::-,1:;;:; ;N 30+00 30+50 31+00 OFF-SITE ----< ' ' -,-. ' ' i I ' ' I ! !N j q! "' 0 -:I~ "' q1"9 "' 1£l!gj g! ~i~ 0 "' "I 18+50 19+00 POSSIBLE <t_ GRADE & EXISTING GROUND 5.26% "I~ ~ .-:ill .m -.t I lC! <0,<q m1:;i 4!!3 '°I .... ~i~ -,~ ~! S'li N ~: 31+50 32+D0 32+50 I i ! ! i q1~ ;:::!~ 19+50 N ~.~ rn "'' ' i 5.26~ I ! I "' cii .... , ~i~ oo ~j~ 3.3+00 - ! ' ' ,0 "::1~ ~:<0 20+00 DA1'UM ELEV 110.00 CT 06-04 HOP 06-01 zc 06-02 GPA 06-03 SUP 06-05 HMP 09-01 "X" STREET STA 20+00.00 FUTURE CONNECTION -so' --50' - 150 290 30+ 10.28 REVISIONS DATE INITIAL REVISION DESCRIPTION ON om ~t 0., -N II I .. ~~ m ,ci e >-X 88 ' ~ l;j~ w .,,,:XISTING GRO~ND PROPOSED CL OF y STREETl ...l1t ~1 :.dill) DATUM BLBV -lo, ;:;1 NI- 170.00 10+00 "Y" STREET I ; 1,Qf:•I I J~ ., ' -,., NI~ 10+50 • • i "'I "' ~;~ "'1:;i r--!.O ~ ,ri ,..,, ...: ...: ,..: 0 .... N..,_ 0 c-./,~ ~; o,m o om N N,-0.1,('I.- 11+00 11+50 STA 10+00 -1 1+84 ***CONDITION NO. 41 OF RESOLUTION 6863 TIIE DIMENSION OF THE CON-SPAN OR SIMllAR THREE-SIDED PRODUCT BRIDGING TIIE NORTHERN DRAINAGE AT "K" STREET SHALL BE DETERMINED AT THE FlNAL DESIGN TO THE SATISFACTION OF THE CllY PLANNER AND CllY ENGINEER. THE FINAL HEIGHT OF TIIE OPENING SHALL BE PS CLOSE TO EIGHT {B) FEET AS IS PRACTICAi., BUT NOT LESS THAN FM: (5) FEET. THE OPENING SHALL MAJNTAIN A MINIMUM WIDTH OF 12 FEET. APPROVED THIS IS THE APPROVED TENTATNE MAP/SITE PL~'; FOR PROJECT NO. C.:rc1>-o'i PER CONDITION NO b OF PLA_"INING COMMISSION RESOLUTION NO.(.,~ PREPARED FOR LYALL ENTERPRISES, LLC STA 30+ 1 0.28 --=D~A=TE~-'c-=-=IN-=IT~IA~L--~□A=-T,...E..,..,,'=,-INCCl~Tl~A_L-i ,.../. •• hi/, ., .. ,._.. ~b. )\ 't_ , 1-1• I" PLANNING CONSULTANT JACK HENTHORN & ASSOCIATES ENGINEER OF WORK OTHER APPROVAL Cl1Y APPROVAL P<.ANNING rftio, ' • DATE "~INEEI\ING niv1s10N DAIB ====='---"-'"-"-"-------------------------------------~~=c..c.c...c.~=.c..=c...c_='-'-"-"-'-'=..cc=......., ' -33+00.00 PROPOSED SHEET7J:& STREET CL PROFILES OFS~ SHEETS Iii MANITOU ENGl.\l'f:E'.ERING ;COMPANY PLANNING • CONSULTING-ENGINEERING~ • SURVEYING 350 WEST llllNTH AVE, SUITE "B", ESCO~DlDO, C,4,, 9202~ TELEPHONE (760) 741-9921 DESIGNED BY: ~F~.W--~F~. _____ DATE: 08 07 06 DRAWN BY: ""G~·=Mc=K=·-----SCALE: AS SHOWN PROJECT MGR.: ~F~. W=F~-----JOB NO: _1,_,6,.,7c:,4c_ __ ~ \ \Buf folo\shore\1Qnciprojects3\20C2-1674 \ciWg\ V-T~2-STUDY7.civ,g 10/31/2010 \ () ..t:. TENTATIVE MAP CARLSBAD TRACT RANCHO MILAGRO 06 04 PROPOSED GRADING EXHIBIT *CONDITION NO. 39 I D 10D 200 300 400 GRAPHIC SCALE GRADING QUANTITIES 112,9D0 Cu Yds CUT SHRINKAGE @ 12.5% ~ 14,100 Cu Yds 85, 1 DO Cu Yds FILL 7,92B Cu Yds PER ACRE (ONSITE ONLY) REMEDIAL QUANTITIES 8,400 Cu Yds CUT 10,100 Cu Yds FILL 12,000 Cu Yds FILL SUBSIDENCE (A.GRICULTURAL AREA) BASED ON THE ABOVE QUANTITIES THE SITE BALANCES QUANTITIES REFLECT 14.24 ACRES OF GRADED AREA. APPROVED THIS IS THE APPROVED TENT ATNE \1AP/SITE PLAN FOR PROJECT NO CT!lb-o<j PER CONDITION NO. b OF PLANNING COMMISSION RESOLUTION NO b£b3 DATE ,, ',. -, ' . -~. -,, ,,, '· -,: .... ·--.. :·, ..... ·-· -~--,. / QO "-~•~\-·--', ·1 1 \ /Y',. 189. --~i---· · : ····<t:-t>:-._ "', ~-...... --.. ..._-.;.ll/.J',.__, .......... \ -.. ~.-:i::~.---~;/~. . .. ~ .. ;::_·-.· .. • .• ·:A.-.·-· .··/'>~'--.' .• \ ·::~.:·!.: . -_.·.·.::.>-..... -: .. -_,.~ : .. :::·.:..::.:.~.'. , •. . .~~~---·.· .• ·•,.,.,. ___ ~-".· . .:.·-...,,, .• :·.· ... :;_• ....... ',·, •. ·.•. , ,~-X\ , a, ..::,.c:s< ,1 .~:. r -76 11as 5 . -· • •,. · · ·,.,~,· <· ~~-,, r <~;:..,,1:;.~;:~f<8-:· '•··>~, I .. ~§ )f~;:~;:::;;~::••:::c;: '.,., .. · >c,~ '· ::J;::~::::\$:.:'\ ~~~:~:, ... '·1, t~~;/:~A ~ "7·-::::'.;~s I :::.:~-:.::-;;:;.:.-_:.:::::=~·-::::_·,~~\,\ \ \ \ \, "•., -.. _ ------, ··-~/· ·-"·•·-::-··-}-,9 i____ ·:,:-, 1 c9 8 ___ ,-, -~·-,::: .,,_;~:.-:::._;-C./ ~-.'\\,.-~,\ \ \ \ .... ,,_ .,,., ~, . -... . ·•1-,,,/'.':·'::·-->·•-.':"'---.. ..... ··-. ·-...," ~-:-.,. .... -· :;;i..,::-,-.. :;_:'_,':-,-v· ···-., ._ ,_it\\··._\, ..... ,., '~ ... ·•,. '-...... -~ '• .. , ~.'..<.<:·:->--.,.,··,._,.. f' ,, ··--._ ·,. -----·--------_-.:.:~.,..:-,~--·-... _ ,\}.._-.,.-1 ""--.·"'-•----·, ·•-,._ -., ___ • '•,., \-·-=-;:;-_<::_ ... ,,,,,.___·, .. _'!..;~-... ,l ,-·-"'·. ------·-r----------,,··:;! .... --.--, '' =>\:-;:~ •-..__,,, "' •• ., "0.~-'>,",, ........• -::-,, •. ,1. -,,. -"< ' ---~~••~ •, -.,, ,cSJ.~ •~."--,. ,._ .,_ > "\\·.\_'.<.,,,~•-"•.-~ .. -..._\, ·:-,.,_.,.,,... ·--_--.'-·••--•--L .. ·•--,_.. ~---.--~-:~s: -.... •, --.,_, ·--. ~,.,,\1\,_:,•:,..::-..._·, ____ ~"---~c:,-·• ; ~---;--,',",;_--:_}!';,,,,,-.. , '/, . "-.. ,l 'i:""l ;-, -,, . \. •a=-•-,.-,,,--.,_ ~-I /~·.::-:,,, '•./ ._ •a, __ ] •., , •t "-, , ·,-::-,,·'· " ~-.. , \ ' , 1 . RECONNECTION TO . : .·. MA:NDANA PROPERTY . : .. •·· . -__ SEE PROFILE . SHEET 10 *CONDITION NO. 39 OF RESOLUTION 6863 HDP zc GPA SUP HMP THE 16 Fl WIDE ALL-WEATHER ACCESS ROAD SERVICING THE NORTHERN DRNNAGE SHALL BE GATED AT THE SOUTHERN TERMINUS OF THE RETAINING WALL AND DESIGNED TO DISCOURAGE PEDESTRIAN ACCESS INTO OPEN SPACE LOT 24 AND TO FURTHER PRflENT WILDLIFE FROM CROSSING AT "K' STREET. THE LOCATION OF SAID GATE AND DESIGN SHALL BE DETAILED ON THE FINAL LANDSCAP£ AND GRADING PLANS TO THE SATISFACTION OF THE CllY PLANNER, CllY ENGINEER, AND FIRE MARSHAL **CONDITION NO. 40 OF RESOLUTION 6863 DEVELOPER SHAlL INSTALL A GATE AT THE SOUTHERN TERMINUS OF •x• STREET AT THE SUBDMSION BOUNDARY DESIGNED TO DISCOURAGE PEDESTRIAN ACCESS INTO THE ADJACENT PRIVATE PROPERJY. THE LOCATION OF S/JD GATE AND DESIGN SHALL BE DETAIUED ON THE FINAL LANDSCAPE AND GRADING PLANS TO THE SATISFACTION OF THE CllY PLANNER, CllY ENGINEER, AND FIRE MARSHilL ***CONDITION NO. 41 OF RESOLUTION 6863 THE DIMENSION OF THE CON-SPAN OR SIMILAR THREE-SIDED PRODUCT BRIDGING THE NORTHERN DRAINAGE AT "K" STREET SHALL BE DETERMINED AT TIE FINAL DESIGN TO THE SATISFACTION OF THE CllY PLANNER AND CllY ENGINEER. THE FINAL HEIGHT OF THE OPENING SHALL BE AS CLOSE TO EIGHT (8) FEET PS 5 PRACTICAL, BUT NOT LESS THAN flVE (5) FEET. THE OPENING SHALL MAINTAIN A MINIMUM WIDTH OF 12 FEET. ****CONDITION NO. 47 OF RESOLUTION 6863 THIS PROJECT IS SUBJECT TO ALL APPLICABLE CONDITIONS OF CANTARINI DEVELOPMENT (CT-00-1 B) RELATED TO THIS PROJECT AS DETERMINED BY THE CllY ENGINEER, CllY PLANNER, AND FIRE MARSHAL 06-01 06-02 06-03 06-0: 09-0 1 PROPOSED SHEETS~ GRADING EXHIBIT OFS~ SHEETS ENGINEERING COMPANY ■MANITOU PLANNING • CONSULTING ENGINEERING SURVEYING JoO WEST NINTH AVE., SUITE •e•, ESCON,DIDIJ, CA.. 92025 TEU:PHO~E (76□) 741-9921 DESIGNED BY: ..,,F~.W=·~F~. ______ DATE: 08-07-06 DRAWN BY: ~G~.M=c~K~·------SCALE: AS SHOWN PROJECT MGR.: ..,,F"". We.,.,_F ·~-----JOB NO: ~1~6~7~4 __ _