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HomeMy WebLinkAboutCT 02-14; BRESSI RANCH PLANNING AREAS 6-10 & 12; Tentative Map Exhibit~ ~ -q_ -4-'O -() -I '9 er, -::i:. "SI:. ~ l.lJ "1-~ ~ -<t ---0::: ~ I ~ -'< "'I -() 11'1 ~ I_Q "<: \--~"'I:. '-' ~ a: Project site. VICNTYMAP I I L_ ---, I I NO SCALf BRESSI RANCH BRESSI GARDENLANE, LLC LfNNAR BRfSS/ \£NTURf APN 21J-OJ0-18 I SUBDIVISION .7--;l , BOUNDARY _____ _J DETAIL LEGAL DESCRIPTION LENNAR COl,/1./UN/TIES LENNAR BRESSI \£N1URE, LLC LOTS 6, 7, 8, 9, 10, 12, 16, 18, 2J AWD 24 PER FINAL MAP NO. 14600 RECORDED MAY 29, 200J. ASSESSOR'S PARCEL NO. 21J-OJ0-18 PRELIMINARY SOLS REPORT BY= LEIGHTOW AND ASSOC/A TES, INC. DA TE:D MARCH, 2002 BENCH MARK DESCR/P110N: BRASS DISK IN CONCRETE: IN A STANDARD SVR\t:Y llf'LJ. ON ON C£NTEJILINE OF EL CAMINO REAL LOCA nON: COUNTY OF SAN DIEGO [!ENCHIIARK DESIGN A nON NO, R1800 288+89EC ELEVAnON: 311.407 M.S.l. DA nJM: N, r;. V.D. 29 ---- 1· \f·11qr\1.5?:;\1M /i\1J/'.) f1 01.::mq 08/26/20',U 05:12:02 IW 1/lvlSi \ \ PLANNING AREA 6 7 8 9 ,0 12 TOTALS 1: BRESSI RANCH TENTATIVE MAP PLANNING AREAS 6 THROUGH 10 AND 12 CT 02-14 I GA!rWAY ROA ..U"'--GAAfJEN HOUSE RD. '\\ : ~ ------7 GA lrWAY ROAD ti I I I I I I I I I I ___ .. KEYMAP= PROPOSB) BACKBONE SURFACE AW UTUTY IMPROVEMENTS NO SCALf PER ORA 1'11NG WUMBERS : 400-8E EL FUERTE STREET 400-8G EL CAM/WO REAL 400-8 RESIDENTIAL BACKBONE 400-88 INDUSTRIAL BACKBONE __J>= ROADS ,~- LZ2-EX!S11NG TRAmc SIGNAL J97-2J ANO J97-2K POINSETTIA LANE lffl PROPOSED ,A/OOIFIED TRAmc SIGNAL EARTHWORK QUANTITIES CUT FILL CY/AC 27,000 CY 27,000 CY 1,667 24,000 CY 24,000 CY 1,455 26,500 CY 26,500 CY 1,464 45,000 CY 45,000 CY 1,692 49,000 CY 49,000 CY 1,801 25,000 CY 25,000 CY 1,116 196,500 CY 196,500 CY AWi'G.s 1,496 Cy/Ac SHEET Ir-DEX MAP SCALf: 1 • = 400' CD SHEET NUMBER GENERAL PLAN ZONING PLANNING UNIT NO. DESIGNATION AREA EXISTING PROPOSED EXISTING PROPOSED 6 1 RM RM RD-M RD-M 7 2 RM RI.I RD-M RD-M 8 J RM RM RD-M RD-M 9 4 RLM RLM R-1 R-1 10 5 RLM RLM R-1 R-1 ·- 12 6 RM RM RD-M RD-M ·-·-·· ·-··-·- OS2 7 OS OS OS OS TOTAL I Pl:ANNING ljREA 5 ·, LOT 5 \ 1 1 . I I I 7FWAY ROD 1 LOT COUNT /DENSITY TOTAL GROS! MAXIMUM * PROPOSED AREA UNITS UNITS (AC.} (DU} (DU) 16.2 64 6J 16.5 99 95 18.1 98 95 26.6 72 70 27.2 86 84 22.4 94 91 -···---- 4,0 1J1.0 51J 498 -\ I \ LOT NO. 1-6J 65-159 166-260 26J-JJ2 3J7-420 425-515 HOA LOT AVERAGE MINIMUM MAXIMUM LOT AREA LOT AREA LOT AREA (S.F.} (S.F.) (S.F.} 64 8,52J 5,917 21,132 160 71/RU 165 4,928 4,061 9,276 261 AND 262 5,896 5,094 8,481 JJJ 71/RU JJ6 9,627 7,114 15,952 421 71/RU 424 8,971 5,992 18,J82 516 71/RU 522 5,741 4,2JO 11,004 52J 25 QUANTITIES TAKEN FROM MASS GRADED CONDITION PER DWG. 400-BA • UNITS ALLOWED PER BRESSI RANCH MASTER PLAN DATED MAY 2002 LEGEND TE:NTA Tl\£ MAP BOUNDARY. SUBDIVISION BOUNDARY ........ . PLANNING AREA BOUNDARY ..... . ·········••·················· LOT LINE. ............................................... . EXISTING CONTOURS....... .. ........ --"""'010 - PROPOSED CONTOURS. . .. . . . . .. .. . . . . .. . .. . . . .. . .. . . . . .. .. .. ~----P,50--- PROPOSED SLOPE '"" ..... , .... ,,,J_~ I PROPOSED RETAINING WALL . .. .. . . . . .. . .. . . . .. . .. . . \,· ....... ' ··----PROPOSED SEWER MAIN/ MANHOLE. .--o--0----- PROPOSED STORM DRAIN &: Cl.£AWOUT OR INLET. 'D======== PROPOSED WA ltR MAIN .............. . '' ""' .---11"----- PROPOSED RECYLED MAIN .. PROPOSED FIRE HYDRANT. . ' ''"'" .---jffl'----- EXISTING STORM ORAIN &: CLEANOUT OR INLET fXISTING SEIIDI MAIN EXISTING WA TE:R MAIN EXISTING ARE HYDRANT DAYLIGHT LINE BROW DITCH EAR71/EN SWALE ................................. .. SLOPE GRADE . PROPOSED S71'/EET LIGHT .. GRADIENT AT INTE:RSECTION .. DISTANCE BETWEW INTE:RSECTIONS WCTD BUS STOP LOCATION ........... . LOT NUMBER PROPOSED F1MSHED PAD ELEVATION . PROPOSED LOT AREA WA TER--------------CITY OF CARLSBAD SEIIDI--------------CJTY OF CARLSBAD STORM DRAIN---------CJTY OF CARLSBAD GAS AND ELfCTRIC------SAN DIEGO GAS &: ELECTrllC TE:LEPHONE-----------PACIFIC TE:LEPHONE -----1 0--== -==cc=_= ____ ..,..,... _______ _ --'lr--11 31--'\r-- CABLE T.V.-----------SOU71/WESTERN CABLf TE:LEWS/ON BASIS OF BEARINGS 7HE BASIS OF BEARINGS FOR THIS TE:NTA Tl\£ MAP IS THE CALIFORNIA COORDINATE SYSTEM, NAO BJ, ZONE 6 A.ND WAS E$TABLISHED BETWEEN STA now NO. V-2002 PER R,O,S. 14023 AND STATION NO, SDGPS-41 ESTABLISHED BY 71/E COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTrlOL BOOK, I.£, N88'54'05"W -·_··· __ ·-.,_.·.••,._: ___ , -• :.----····-:'•."i•l(~• :>•;:._·-,, ___ ._. THE COl,/BINED · SCAl,,t,#.,.C.T()fl,'.\f;'$'f')ffl£N; ,::(-::~?'IS. O,, 999,9.44419,. GRID DISTANCE =GROUND DISTANCE X CO!.{~/'IEP SGAqt;,:-,1tro~,N ·~~~Ri;p;o1~TANCES 0'fil,!OltN HEREON ARE GROUND DISTANCES .. 71/E lf_lJl~.G_ .. :'~~~J::~{:~(t,~_?f~V;~OOt;,~(f','~;;51.~81 • ··- QUOTE:0 BEARING5.f'R.t'!:~ffl'IGS!~/J5EEOS·MAY'OR Ml!,Y r/Qt BE IN TERMS OF SAID SYSTEM. · .. ~ --~ ··•.:c .. l -,.·· ,., __ ... , . ... .•·~:; APPUCA110N .NO. TFNTA T/Vf TRACT MAP , .... PLANNfD UNIT DEVfLOPMENT. ...... . CONDITIONAL USE PfRMIT OWNER / SUBDMDER er 02-14 . PUD 02-08 CUP 02-17 BRfSSI GARDfNlANE, LLC., A DfLAWARf UMITFfJ l/ABll/TY COMPANY. AS OWER 8)\ LENNAR/LNR CAMINO PALOMAR. LLC. A Dfl.AWARf l/MITFD LIABIUTY COMPANY ITS ADMINISTRA T/Vf MEMBER 8)\ LENNAR HOMfS OF CAl/FORNIA, INC., A CALIFORNIA CORPORATION, ~'I~AGER~ -~ ~ APPROVED BY; , -·P·· · ~~ (_-- 11o, \It ~ JJ~ ,~ rl ~ I °11111eTHI! APl'llOVfl'l TFNTIITIVE MAP/SITE COIIIDITION NO. __ (0 _OF,Pl,llNNINO lN RllSOLUTION NO.~. ot c~.~J1~ ~ gJ ~ ~ 1::l ::i ::i ::i I ,,!, I I I -s!; ~ ~ --,.l. ~ I I ,.l. 1::l ..,_ C, C, C, ~ ~ ~ ~ ~ ;§ ;§ ;§ ;§ ;§ 1::l 2 I 8 -" --,.l. ,11 "' ~ C, - 0 i;,;~ "" ;§ ~ ~ ~ "' ::,; °' :;.: ~ ca ~ ~ B "' .... ~ ~ ~ tl ~ ~ >- c:, c:, 0, SHEET 1 OF 12 ~ ~ w (j °" R/W 60' R/W JO' JO' 18' 18' 5' STRUC PER Cl OF STANDA D ~.._e• TYP. / \ STORM SEWER WATER DRAIN PUBLIC EXISTING STREET PER DWG. No. 400-8 (SEE NOT£ /16) TO'MI GARDEN ROAD -------STA. 19+80 TO 34+30 GREENHAVEN DRIVE-------STA. 23+20 TO 31+00 GARDENLANE WAY-------STA. 1+50 TO 18+40 TYPICAL SECnoN NO SCALE R/W 72' R/W R/W J6' J6' ,o· 26' 26' 10' 5• 5• 5' 5' STRUCTURAL PER CITY OF STANDARD SP STORM R£C'f(1[[) SEWER WA TER DRAIN WATER PUBLIC EXISTING STREET PER DWG. No. 400-8 (SEE NOT£ #16) GREENHAVEN DRIVE-------STA. 29+00 TO 31+00 GARDENLANE WAY-------STA. 22+10 TO 24+00 TYPICAL SECTION NO SCALE 56' 28' 28' 1J' 15' 15' 1J' R/W 5.5' 7.5'. -~· 10· on• 5' 7.5' 5.5' /I/KE TRA\a TRA\fl /lH(f LANE LANE STRUC, J?AL. '-cnON PER Cl Of I ~RLSB, D STANDA D SP, CIFICA ONS ' ' 2:r ~ •" " ., '-'"·''; ( .,;;;_._ •(7-~ 2: 1 ;,,;.. ;, 4• P.C.C. SIDEWALKJ 6" TYPE: "G" CU &: GUTTER ,,,~.--~ '""••··- ' ' ., ' ' '-1· . >_,'-\')<.": RB ~ ] . __ !'f' //./, .>,' ''~~" /_/·../ _/_ :\<)~':; -~~-:-~-.,0;/~'./. ~/ " ~rr ' / ,',,• ' li ;() •·+\/ ,._,._ -":--.•... ,: ::i;! I ; ·., -1-. 6• TYP. ;i /' .. , -, __ NOTE: 0 R/W i ' • i ' ~-.. ,, •• c• 7' ~· •• REC'YWIJ STORM SEWER WATER WATER DRAIN PUBLIC EXISTING STREET PER DWG. No. 400-8 (SEE NOT£ 1116) GARDEN HOUSE ROAD -------STA. 9+35 Yo 23+20 TYPICAL SECTION NO SCALE 72' R/W J6' J6' 10' 26' 26' 4.5' 5.5' 5.5' 4.5' STORM REC'YWIJ SEWER WATER DRAIN WATER PUBLIC EXISTING STREET 0 PER DWG. No. 400-88 (SEE NOT£ #16) GATEWAY ROAD TYPICAL SECnON NO SCALE Rf:FERS TO THE: BRESSI RANCH MASTER PLAN, DA TEO MAY 25, 2001, STREET SECTIONS. T_ \Engr\1J25\TM-R\U?.5--R-0?.dwq 03/?6/2003 05:53:35 PM UMST 0 R/W 60' JO' 10· 20· 4.5' 5.5' JO' 20' STRUCTURAL PER CITY OF STANDARD SP R/W 5.5' 4.5' CTI LSB D FICA ONS · ···. 2:r 2 2% /<' . ' ,-'. STORM RfCrr:JIJ) SEWER DRAIN WATER PUBLIC EXISTING STREET PER DWG. No. 400-8 AND 400-88 (SEE NOT£ #16) AUCANTE ROAD --------STA. 102+87 TO 112+23 rrPICAL SECnON NO SCALE R/W 35• 25' 4.5' 5.5' 35' 23' 1 • 6.5' 5' 71?UCTURAL SECTION ER CITY OF CARLSBAD TANDARD SPECIF/CATIONS 0 R/W 0.5' ACCESS STRIP R/W STREET LIGHT 6• ACCESS STRIP 4 • P. C. C. SIDEWALK NONCONTIGUOUS IJ' JO' 17' 6" TYPE "G" CURB &: GUTTER 60' R/W JO' 17' IJ' 1!)' STR PER STAN +l--l-6" TYP. 10% LOT WIDTH (5' MIN.}• O' MIN. 60' MIN. 1% SWALE I RET. WALL.-.L[ SEE DETAIL "A• (TYP.) ,I SETBACK 20% LOT WIDTH 10% LOT WIDTH (5' MIN.)• 10% LOT l'r!DTH 70' MIN. 1% SWALE: 10' MIN. fr--.---,+ RET. WALL i t ! Rf:ARYARD Sf:TBACK 20% LOT WIDTH 10% LOT WIDTH (5' MIN.)• (5' MIN.)• ! 0 ~---1-.... ~========:;:::II ~i~ I ~ ! ' STORM DRAIN SEWER WATER PUBLIC PROPOSED LOCAL STREET © Planning ArtJO 6: Alverton Drive, Discovery Road, Topiary Street, Ingleton Avenue 8' MIN. f PORCH SE TBA CK Planning Area 7: Darting/on Way, Village Green Drive, Cottage Drive, Astoria Street, Paradise Road Planning Area 8: Heritage Drive, Edendale Street, Muirflelds Drive, Huntington Drive, Peppertree Way Planning Area 9: Di Vita Drive, Peppertree Way, Montee/to Drive, Echo Avenue, Encanto Dr/Vil, Huntington Drive Planning Area 10: Garden House Road, Alverton Drive, Dogwood Road, Arbor Rose Drive Arundel Avenue Lismore Place, Topiary Street Planning Area 12: Palmetto Drive, Plumer/a Drive, Live Oaks Drive, Arches Way. Ascot Avenue Paradise Road from STA. 1+82.83 TO 4+47.54 (NO SIDEWALK ON SOUTH SIDE} STREET SLOPE CURB &: GUTTER _ ~,_R=5' (TYP.) PLANMNG AREA 6 AND 10 STREET SLOPE ALLEY '4--40' +-tr+----',' GARAGE: TYPICAL LOT DRAINAGE ALLf:Y 1----60' __ ___,,,, \ 2:1 ~AX,</•.··········· 2% 4• CONTIGUOUS P.C.C.1/• SIDEWALK (TYP.) 2% I -2! .. • ,--: {~ .. . . :~ 4• Nll..ClW1"1WS +<---'-6" TYP. P.C.C. SIDEWALK (TYP.) R/W JO' 1J' .5 5' TYPICAL SECnON NO SCALE R/W 47.50' 11,50' I 7' 17.50' to' z5• \ Rf:T. WALL MIN. IX SWALE: ! ~ MIN. 1% SWALE 25% LOT WIDTH 25% LOT WIDTH I i COMBINED (5' MIN.;. f 25% LOT WIDTH COMBINED (5' MIN.)• COMBINf:D (5' MIN.)• t~ DRAIN i GARAGEI __ J •5' MIN. ! ;i RET. WALL 25:f LOT WIDTH COMBINED (5' MIN.), © 0 5• TYPE •G• CURB & GUTTER (TYP.) S7i RMREC SE W, TER DRAIN WATER PUBLIC EXISTING STREET PER DWG. No. 400-8 AND 400-88 (SEE NOT£ #16) AL/CANTE ROAD --------STA. 113+15 TO 119+73 TYPICAL SECTION NO SCALE R/W 102' R/W 51' 51' 10' 41' 41' 4.5' 5.5' PUBLIC EXISTING POINt;E I /IA LANE PER DWG. No. 397-J AND 397-K (SEE NOT£ #16) TYPICAL SECTION R/W 47' J7' ALSF:C CARLSBAD CIFICA TIONS Z!. NO SCALE 89' J7' 42' R/W 5' PUBLIC EXISTING EL FUERTE STREET PER DWG. No. 400-BE (SEE NOT£ #16) STA. 16+00 TO 24+00 AND STA. 47+00 TO 56+60 TYPICAL SECTION 25•• ~ ~ "' "' ,o 10 ~/ ·~ 1J' 17' 11 1J' 60 Oil NO SCALE SIGHT DISTANCE CORRIDOR LINE PER FINAL MAP (TYPICAL} • 25' l.lf:ASUREJJ FROM PCR OF STANDARD 30' RADIUS CURB RETURN 0 6 • ~RKfN 7' .5' STREET LIGHT ~RKIN STRUCTURAL CT/ON 6" ACCESS STRIP 2.0' PER CITY OF ARLSBAD STANDARD SA CIFICA TIONS 4• P.C.C. SIDEWALK ___ _ '• ·++·· ,•'/ NONCONTIGUOUS 6" TYP. STORM SEWER WATER DRAIN PUBLIC PROPOSED LOCAL STREET @ Edendale Street -------STA. 4+05.44 TO 11+08.15 Arbor Rose Drive -------STA. 2+54.34 TO 8+64.86 Heritage Drive -------STA. 6+55.42 TO 12+25.97 TYPICAL SECTION NO SCALE R/W 20· R/W e• ROLLED CYJRB \ .,,, ,n• 2' •' R' 2' 6" ROf.lfD CVRB ..... ". I .. PROPOSED PUBLIC ALLEY SECTION @ ALLEYS: BB,EE,JJ,KK,LL,NN,00,S, T,W,X, Y,ZZ TYPICAL SECTION ND SCALE VARIES 6-9' {TYP.) 2• (TYP.) •5' MIN. AREA DRAIN (TYP) I I -'-------~'L L -l==I ' R.O.W. 8' MIN. j PORCH SETBACK CURB & GUTTER -STREET SLOPE PLANNING AREA 7 TYPICAL LOT DRAINAGE 60' R.O.W. 8' MIN. f PORCH SETBACK SEE PUD Df:TAIL SEE PUD DETAIL 'A-1', A-2', 'A-J' OPTIONAL WALL,SLOPE OR AT GRADE CURB &: GUTTER ---STREET SLOPE 'A-1',A-2',A. '-J' OPTIONAL WALL SLOPE OR AT GRADE PLANNING AREA 8 TYPICAL LOT DRAINAGE q_· 10' MIN. ~ f MIN. 1 % SWALE: --r~---r-,j,--~ 10% LOT WIDTH (5' MIN.)• fr ! ! ! •5' MIN. REARYAR SETBACK 20% LOT WIDTH 10:f LOT WIDTH (5' MIN.)• RET. WALL SEE DET. "A" (TYP.) 10' MIN. 10:f LOT WIDTH {5' MIN.)• • ~ 4 SIDEWALK 5' MIN.,_ I RET. WALL •5' MIN. REARYARD SETBACK 20% LOT WIDTH 10% LOT WIDTH (5' MIN.)• ~i~ I ~ R.O.W. - 8' MIN. j'::.j_~-~L=~t==f~~ PORCH Sf:TBACK CURB &: GUTTER ---SMET SLOPE: R=5' (TYP.) PORCH Sf:TBACK CURB &: GUTTER ---R•5' (TYP.) PLANNING AREA 12 STREf:T SLOPE PLANNING AREA 9 TYPICAL LOT DRAINAGE TYPICAL LOT DRAINAGE * NOTE: WHERE LOTS ARE GREATER THAN 70' WIDE, SPACE TO WALL MAY INCREASE APPROVED•· J' 17' 17' I ' I VARI~ I 0-J' (TYP.) LONGITUDINAL SLOPE = 0.5 TO 2.0X (TYPICAL) 100' MINIMUM LENGTH ,J(i6;•'iJ~ !R.THE APPROVED Tl:N.TATI p ; 11~1cfj, -offi~~~= fl."l,O' SIGHT DISTANCE: CORRIDOR /,LINE PER FINAL MAP V (TYPICAL) TYPICAL GRASS-LINED SWALE WATER QUALITY CONCEPT SEE SHEETS 4, 5, 7, AND 9 y\ RIGHT-OF-WA CURB RETURN "' NO SCALE ' . ij . V,R=7' "' . LOCAL STRf:ET FG AD 0.5' Rf:TAINING WALL EIGHT SHOWN ON PLANS PL Enginecnng Dept -Date TW 0.5' PAD i 5' HE'fBiQff/iR'if Cff-6' SIDEYARD FENCE PAD DETAIL: TURNAROUND AND KNUCKLE DETAIL: ALLEY CURB RETURN DETAIL: RETAINING WALLS DETAIL: CURB RETURN SCALE: t•=40' NO SCALE NO SCALE: NO SCALE SCALE: 1•=40' SHEET 2 OF 12 , " / e_------;;,,------8------2e oo PROPOSED2,+oo GA 1EWA Y,,,oo 23+00 24+00 7 T/777n~-7---/~ • ~ /fj I I 'I • I I .). I , ·.t I E: !'> / · \ lt-H--hr,-.,.. I / lb' '5 I I / I 'i I ~ I i ~j I I T-\[ngr\1325\ TM-8\/325-B-0J.dwg 08/29/2003 09 06: 1 I AM f'L)I 25+00 CL AR ARE. E rb~Y OBSTRUCnONS OVER JO" HEIGHT (TYP.) ----u (!) @ill . I ~ -1 ~I I q,:. I I 14J' 1---~- I ~ 800 ; ~ \ 141' 1-=+-=-t- ~~~ 800 IJ5' I '"' I 800 ~~t I I I I ~ ® '11' l <o o::j.~ ~ -,,,,,]\ ~ ~ ~ ~ \ .. -~ I ......,,.,.1 .... !11,639! \ !11,574! I \ ~ ®; '"'' I iili 16,758r' CID I I "t;; CID I I 338.8 j !6,538! 67' I~® -I /m.,j 61 ® ~ / 29+00 !11,508! . ® I~ @il !11,443! I I I I I I 11q@ 1- I I l 7 --- !11,315! ®~ I CID I~ CID I !tJ ® ~ @:ill -[ii_oi) @I] ~;,. I "> I I ~ I \,, 11,,os11 !13,143! ~ I ,, '~ ' 66' 8' -=-' l+---1w17,_' ----9 i ,., I.® I ~® "' I ~ 134541 I -/ 348.3 / :as -I..!?" I~ @G1! ~ .fO.()()' V.C N ® -~=--! /'If 17+20 1 J .B \ -- \ \ IO\ @. \ ,,; !-!-i!o I 00 ~ 8 ........ ~-==~ ~00~ lr'------.,-1 ® [:18,£) l 387.9 J .,,.,,-.,,.,,-, @~ 1' ,,., __ y -'-"t / / \ ---~ _....._ \ .411 31~.c @ \ @ \ { :568.2 J \ @_D \ - ' r:I 8 ~ g " ~ ,II co § !::I -c!j ~~§il c!j &l ~ i L,j <,j Qi ~ ~ :a ~ ~ ~ ~ Ills..: ~ a, "" I o ~ ~ i " >-a, SHEET 3 OF 12 i::, "' II • N - ~ < ~ / \ T: \Engr\i.PS\ T,lvf--8\1J75-B-04.dwg / /j tl I I · I ~ I i II I 1 I I ~ I I I I I I \ I I I 08/29/20~) 09.·07: 41 AM !'OT r.h:,.,,.I 338.s I 917 ® [.m.,j I~ @rnJ .,; ~ 152' -- ®00 152' 2.9' WALL @oo 152' -----'@ WALL L --~fil ~I ](; - 75' SIGHT DIST~ ;: ~ LIN£ (TYPICAL) "-152' • 4' WALL @~ :J: " ~ ~ ~ ' \ _J JJ9 -- :::@ ~ ~ ... 72' --77' I SEE j\jJ\ \ \ \ ® ~ 126' -- @) 00 26' -- @~ -106' 71'\ \ \'.; a I I :.:l \~ "'-;yh54 ® 'c,,,. ::: ~ ~ t [322.,j I ' 8, 6 72' 72' 74' - I ~ 1-.. --... :.:l ~ 1--.. ~ ... SHEET ~_,/ ~ ...15691=7 ~ ...151,,,91=7 7 I I ~ 94 I I I \ I i ----4?(:fA~ -. . ...,.._......,,=.=!~t~~--~-~~ ~-=-:--➔-•,I'_'~-:;.,...;:-,,-'-__ 0, ; A //,-\ NNIN~ 1 \ [54,4421 422 -f,Jl;;,t-fi 6 3 <31 !: ------.ll I -q -...... ':i' ~ [u:;\ G tj® @~ 116' J.J' WALL @oo 109' 2.5 WALL @oo gr l P LJ-\J\JJ\JJJ\J G ~1· @@ @oo li'---------.-1 -~ B BO 76' 00(1 97' ~, 104' ~, 7 1.1 -I 0, 7 -..., ' -0,~ @~ ' ;\ "'-t--C ;-1.u @oo d :,: 53' WALL 4 66' 4.2 61' ~t® I 326., 1-... @I) 331 2 00 7J' 7i ---. --7J' 74' .... ~ @) ~ 1--.. 1 m., J [ 323.3 I "' - - ~ \, ... \ ® ~~ ,9 \ I 337.o I I t1J' :.:l ~ ... 9, 0 8, 6 77' 2.8' WALL R=6QQ_ PIP£ ' , I I I I l I I \:, !l , l "':S:~ O..o._ 117' \ -@oo ~ <O ;,., ,,.; 117' (---- l1o @~ 117' r . ----7 Ir,; ®~ I 117' r Jr,; ®00 117' ---------- -@~ to 117' @OO 113' I . -"' fOJ' \ J.1' WALL \®00 1iJo• 4.7' WALL @oo ~b\ 1.,1 ' 100' \ 4.1' WALL @oo ,oo· @) 00 Si ~ 100' @oo d ~ ~ 100' @~ 104' @~ 18 I 8 --SIGHT DISTANCE CORRIDOR LIN£ (TYP.) ______ CLEAR AREA FR££ FROM OBSTRUC710NS OVER 32" H£/GHT (TYP.) ~I ~ ~f • • c,,.. i ' ~ 1 , _is·~. "~"" \ -it· • . ~;. . '\., __ ~; ' . ~--. / a ~t .. 3,;~'.'i' '"jl ---.:~~f?. _· -~ _____ ~ ,-: ' It) tu w :r: Cl) w w Cl) .. :,.. a, SHEET 4 OF 12 ~ / /' / ,,. ' -1-oO ,,,,. ✓"' '/· / @· "-..: "-..: l'e..,. ~' "-..: <# ~~ \~ i \"\\ ii ~~ en "-..: ,, ~ ,n ' r ' \;, \\ \ . ~- ~ . ~ i~- ~ ~ ~ , .......... ____ c;, ~~-\ -~,.. ' \j I \ N0~ti . ~ "· ........ <;;" ~ ½\~ '?o'v I'-:. ~. i ~ . ~-"" ·o cP ' ~ -----~ % ~- ~-:r;. :::---~ -'9 " \;, ---""-• ~ 0 ~ r: \;, ,9 ~----, ~~, ~ r_-\Er.']r\ 1,3}5 \ TM-8 \ JJ?5-B-05.dNg 08/29/2003 09: 09: 00 AM POT TRAmc CIRCLE srr DETAIL SIIT. 2 o, G\~ '0 () _.> ~ ~o _.> 'f.,~\O ,1~. ,,.,, -c, 0 1%~ = ,~~ 7 @ @iIJ ~ "---- -------- I 7 I I l I ~ ® .,, I .,,. ' z~-" Gi\ ;6 B U' @]) (7,028] \· ' I\ .-- '\/ \F\WII I SIGHT DISTAN CORRIDOR LIN ·,. --,,...._ _, <.l -I p:, ·," 4• PVC (APPROX.) ' ", LOW FLOW OUTLEf PIP ~ 7V GRASS-LIN£D SWAL[ ~ MAINLINE STORM DRAIN -18" RCP ~ d <.l .... I ::«. ~ 8" PVC (APPROX.) LOW FLOW INL£T PIP£ FROM GRASS-LINm SWALE '" WATER QUAL LOW FLOW '" DIVERSION CO~EPT (PA-7) NO SCALE ~b :i":i ,694 ~ \:i:i I I f ii, I \ lt)t,,'!> ~ • \ 1:J'o I • \ \ @; ~-~ ' \ j s. ' '* ~" ' ~ '-..., oJ:l""~ \'o ,,, @2 ,9· ~\ \ C?, \ ,,,cjl -1-.J~9 \'ei ' ,¥~ .~ ,✓,;:. ~ ~~ ~§ ~~ '<i'. ~ G\~ ~v ~ \ [() !:I 1 8 -I ~ -" -,l_ ,II ., § ~ c:, -~ ~~~ ~ ~~~ ., ~ lJ <.l C>: 0 ill:~ ::ii a: :I,: ~ "' :I,: i'5 @ "' ,.__ i:3 i 0 .. ~ ~ ~ >-c:, fl: "' SHEET 5 OF 12 N ...... Cl,. ~ 0 -~ 4- ~ ---I '3 V") ~ ":t. UJ \JQl <. ""'t. s::l-~\.!} -.. --~ I \'\.I If.I ~ If)< () Uj < \--.. Q(~ " (C~ l _I ) \ ' I I I I I I I I I .------~/ T: \Enqr\1325\TM-G\/.325-0-06.dwg 08/29/2003 08:14:53 AM rit_n ~:\ \ ---------- ------SEE IS6 /2@ 4 CEi:D ® I ~ 379.6 o' ~~ i::1 (ill) . [37<2 j 90' 15,9461 ~- SEE @ 13'2.1 I . I c®I@ l®I x6s· - 1~$f I~ I . !5,461)\ • I SHEET ® 1@ /~t/ (ill) ~ . [ia,.,J ®/ I 302., I/ ,4.62n I, ' ' '\,\ \, 5 I I \ I \ I ; / ~ I J ,;,;. ' 1/ @ . """) ~ . ½ ~ g I -~ " -..l ,11 ~ C) - i;J ~ i ~~~ u lt t ::i;o: I ~ ,Ir Q ( " § ~ .. ,._ cc, SHEET 6 OF 12 &j ~ w <.l <>: P LJ-\J J~ J ~ ~ rti ~ I '\ mi I \ I I I I \ ® I -, 0) T.-\Fr:9r\1..3?'J\TM-R\U?5-A-07.rfw,J OR/J.9//00I (;9_ /0:31 ,~M ,DOT @ Q.~ v'0 \ \ \ . ' \ \ ' @) ("'' I \ [5,B07!_J \ \\ \ \ ,~~ I I I I I \ I \ I I \ \., \ """'· ' \!\.® 1 3 ,,2 ·\ •, \ \ I -\ " I cl I I I I I, \ \\ 'i.', \ \ I \ I \l \ 1 - ~~ \ 30' \\ \ I I \\ I I I 135' .--~ ~;® . ~ :: SEE 142' ½ ~ o· 0 ~I -·1 8 -... t: ! 8l 8i_] Ei. 8i. 142' ~00® 142' 8i. vc ;]! 98.7 \ l 1ai "" " " ... vc 9.0 8i. 0, <n 0, - 142' "t J ~ '~,·~---~ ~2, 0, <n ,JG C) 8 109' ; 00@ ½ 0, ½J F= -- 132' I 00@ I ~ o, I ~/ f 1J2' _,.// ·~- 0, - 1J2' ; 00@) . <o 1 · 92' 100 v.c. ® ~ , 275 SIG ~1~ @LINE • II . N ;, ~ / I 122' I I I 0, / _, , I I ;oo@ I I 122' 0, -~00® 122' 0, -;~@ 122' 0) -;oo@ ;, N m (J1 122' ~ I@ ...... ~ . t I \it, 1J4' ~ 142' (!: "'· ... - A P P R··O·¥·Eil··, · ·• PPRO~~D IEl'>TATIV#'MA~fflf.E }i/'.. . j , • !'iO., ff#, s:0Filll,ANNINQ1.·. RESQLU IIDN~N ·' ·.;·: . r \l../ , ... "f r . -,-_,, -, • ,-.. ·~- MAINLINE STORM DRAINPIPE 18" -24" RCP (TYPICAL) 8• PVC (APPROX.) GRASS-LINED SWALE LOW FLOW OUILEf PIPE SL OPE 0. 5-2% TO GRASS-LINED SWALE MAINLINE STORM DRAINPIPE 18"-24" RCP 12" PVC (APPROX.) LOW FLOW INLET PIPE FROM GRASS-LINED SWALE WATER QUALITY LOW FLOW DIVERSION CONCEPT NO SCM.l ~ 8 I I ~ -" -,.!_ ,11 ~ § C) -;§ 0 ~~; &j ~ i..i <.l a; t..) t~ :,.: es "' :,.: ~ ;; 1--~ .. ~~ >-a: "' SHEET 7 OF 12 -C\I -0 '· It_ \· ;c;5\ TM-B' 1325··D··S8.dwg 0B/29/2003 08.· i7.· 26 .AM PDT i •• nqr '""' 1 1, 1 /; 1/; 1/; \, i(z) ~ 0 ✓ \, ~er , \' \,, ~- q, --- \ ~ ~~ 1 4, WALL ,~® -· I I I I I f I I I 6 I a SIGHT DISTANCE CORRIDOR LINE (TYP.) __...--_ CLEAR AREA FREE FROM OBSTRUC110N OVER ,nr--,+...J.J ~ ~2· HE;Mij , I I I I \ I I -- ,;,r--r----4 ai~@ I I I 1rr=--::r-:::--~J_/ 111 11 ,-ri@ -l "-,. -------Ii@"-" ,-,IP<_ :r---"~"' ~------.: 0) -<:, 8 I " -<:, r-.: -"' ~ ,.,L _11 § <:, -~ cs 8 ~ "< ~ u ~ V, ~~ :::ia C>: SHEET 8 OF 12 ~ ~ L.J <.l -.. ~ 0\ + () --1 PL J-\ / ----19 oO~ -- c:; (.j c:; (.j "" I :,; ~ Eil !;;: 8 MAINUNE STORM tfRAINPIPE . · 18"-24" RCP (rrPICAL) · ........... . . ,.-,, ,.. ------- 8" PvC I APP(/~.) . __,----- GRASS-LINED SWALE LOW FLOW OUTLE;t-P!Pr SLOPE 0.5-2% TO GRASS-LINED SWALE ···· MAINLINE STORM DRAINPIPE 18"-24" RCP 12" PvC ( APPROX.) LOW FLOW INLET PIPE FROM GRASS-LINED SWALE WATER QUAUTY LOW FLOW DIVERSION CONCEPT PROF/LE l'IEW i:\cngr\1320\TM B\1325 809.dwg /1/23/2003 09.58:31 AM PST :rr--1,/0'0 ~@) ~.G@ o.~ ~ ~ 56' 52' ~ 4J 5.J' N B.J'()6'4,r W .]97 @5' ({§) 6 /, I 200., I @i.l ~ -~- ~ !7,07E!J -- ~ -1> .. '!\ 0' . ~ "' , t, ~'a, ~ i..O ' • C.I ·c----, 00@ \<0@ . 1:,/oflc 0 • ~ ~'° f\'o ~ a_ 1 '"' /\'o o. Ile -c:::, g I ~ -"' ;J: ·" <o ~ c:::, - d ~~; 311: ~ :,..: eB "' :,..: i:i fil "' ,_ \'3i!',.:, el ~ g c::i c::i Cl: I C\2 a r -.. § c!i l,j ~ w <.l Qi ~ 1'i .. ).. "' SHEET 9 OF 12 -+ () J54 J52 J50 J46 . . ! JJB! JJ6 ' JJ4' JJ2 J28 1 J26 J24 J22 J18 J16· J14' J12 1+00 310.00 ,---' ' 1 --r -1· ! .l. i ' I I 1- l j -~ "' P~ sr,11 . 2 .1s W [L~V :! J28.88 )4.0.! = '5.70 ;K ¾ 2.J.561 ' ; ' I ' J+·•L. ,.; I -~-+--!-f--)40.00' VC -+--'--'--,c--1'...., I Iii! "' ~ "' ~ .,.: "' ~ f:j cd :::i :::i ~ •• .; 1 ! FINISH!D M?AbE ' 0 CENTERLINE ' ' CLAsS/FlcA TTok : ; LocA£ siREtT ' DESJGN SPEEDI : I 25 I.IPH , STOPP/NG S/GlfT /)/STANCE : 15d FT.l (Pl!R TflBLt Al c,rr or : CARLSIJAO DE$/GN CRITE~IA) : ........ , .......... , -.., -c -~ ,--.: ~ <Q l:'l l:'l 2+00 3+00 4+00 ' . j PROFILE: LISMORE PLACE SCALE: HORIZ. 1•=40' VERT. 1•=4' i ' I ' I . ' -~ J60···· J58 J56 J54 J52 ! J50 J48 J46 J42 J40 JJB JJ6 JJ4 JJ2 JJO J28 J26 i . L I J24 J22 r J20 J18 J16 J14 •••••• j J12 ~ a J10 J08 1 J06 ••••••••• I ' : R gi ~ ...: ...: N . "' ~ ;}; .., It ~ * It It ~: .. ,. . . lfl ~ ¢5 : "' + I~ "' S; ii :·a;: "- JOO· 298' 296' . .!!; "' ·~ 292, L .... to.oo~ 290 , 288' 286 · 284 ' 282 .. I ' : ~ " R "' ill "" "' " '<) -.,.: ,--.: ...; ~ o.J ~ ...: "' ..: "1 l:'l "1 :;, ~ ~ f;'j 5+00 6+00 "' -:;, . . . Pw STA = 1+60 · P\1 ELEV>= J05.JJ L A.O. "' J.06 : K = 16.J5 $0.00' VC rg ...; ~ .,, I!! .., + .,.: al -iSl a; ~ ~ 0, 2; "' "' It DA Tr.IN ELJ!V 280.00 rg "' C -:3 ::? "' 05 .., ., 1+00 "' ~ "' ,-.: -"' 05 2+00 · ! FIMSH¢o GRADE : 0 CENTERUN[ c:, ~ "" <:i -"' it'i .L. ' : j 't-~ ~ "' "' it'i 3+00 " ~ -<Q "1 it'i FINJSHEQ G . ADI; 0 CtNTERLINE CLASS/FICA TION i 'LOCAL STRffT DESIGN SPEED i 125 MPH I . ' ... STOPPING SIGHT'DISTANCE : 1$0 FT. (PER! TABLE 'I,, CIT'( or, CARL~AD 0£S!GN CRITT:RIA) ' : c:, ~ ") ~ "' a; ~ N "1 it'i f;'j 4+00 "' ~ ~ 'O ~ 5+00 PRORLE: ARUNDEL A VENUE SCALE: HORIZ. 1•=40' VERT. 1•=4• ' ' ' ' PW STA ; = 5+5b Pl'? Et.EV ,,; .faB. ;>J Ab. ,;, 1.22 j j K = 40.99 ' do.ob· Jc C -"' :::i cd l:'l l "' ~ ' ' .. +00 PW ELEV -$J9,56 A.O. = -5,22, K = 9.58 8'0.0 ' .t f-. . ~-""-,_, ___ ' : ' J .~ + .., "'· .., FIN/$1-!ED /;RADII o CtN'fmL/NE . ;:t; N :::i " ---------~ ' ........ ·t ?-- ' tr .J> .. R @r~1 .. E ll ti 1·1/·r ' APPROV!fttttoo'AfM!'')',iljWISITE'( .!'0•1 . orfro'tl';.)&1< rti:,wr .W~l'll'l'l'l~ .,. j ON RE$(\('\ffi!JN'"l'El•.t~.,L; 'i! ,,, ', ~! .; ... 0, ~ " ~ ~ 'O ~ a; :::i :::i 6+00 7+00 i ~ '<) ~ ~ ~ ~ :3 I ~ .J, I -.:!; I I I 1S gi ~ ~ .. . . I,!! I,!! ~ i§ ;:§ ;:§ C C I • CS -Q .... -"' " ,,!_ ,II ~ C -"I h l.) :3 J, '/' .:!; . . ~ ;:§ :3 J, "' ,,!_ c::, '• ~ ;:§ ,._ "' SHEET 10 OF 12 ~ ~ ~ (:, :::::: -~ () ...... I -s 382 378 376 374 372 ,--+-+---+----c· 370 368 366 364 I .... 360! 356 354 352 350, 348 346 344 342r 340: - 338 i ' j 336' ' !~ ! 3241 i i. . ·i . I DA.'l'c/JI F:Ll!V 320.00 1+00 ' ••. .--1---.. -·-.. ·--<-·-.. , .. 2+00 i ···-•.-r-1 ,_ .... ' i .. _,_ -------- .! I NISHfD CR~ ············ OC&I VNE ' ' I i - ----+ I J+00 I: \tnyr\JJ2!:J \ ,IM tJ\ 1J2b--f:3-IJ.dw9 C,8/29/2003 08. 20: 16 l\M POT -j f I ' i ... L. i i l J ' ~VI kTAI= J+fio· !-.. ! .. ··(· ...... ,. -~ ..• PVI B,EV = 343.'p8 •--+ .. I AQ. =i "'.5.02' j i i 60.00' \IC K=f11:96· 4+00 I .. --. L. ' ' ' ... --,--------------~-----,-··· • . ·j -., ... .L ' I -P VISTA.,1+1 ELEV -J46.1 6 , -.i-A.O. _ 3,$0 ... . . . .. K = 11.41 40 .• ~ DAD= l .., li! en ~ " 12l o; ~ -~ ~ N ~ :l-l ~ 5+00 6+00 PROFILE: GARDEN HOUSE ROAD SCALE: HOR/l. 1"='40' VERT. 1"=4' "' I;, ~ ~ I I I I .. ! , .. 8 "'' -· oi rt ~ II i:!: "' :s: 0.. :s: i 0..' I l l-+----1 ' I --1-- <O ~ r ....... 1 I i .. ' i . I ~ ~ 7+00 j "' -~ ~ N ~ "T" I {;J51 =8+55 ·•··· ·1--+--<>IV/ ELtv"' J6B.42 A.O. = -,.4-.00 1 ··,--+--,'/( ,;, 37.52 ·i--=--'"'·-· ·--·-·· 150.00' \IC -~-~--- ' ' I r 11-----+-- <o ~ "" 'O ~ ~ 8+00 C) ,-..: ~ ' ! r;;: "' ~ ,-..: o; o; 'D ~ ,,., f5l 9+00 ' i .., ~ i:? ti .,., ~ l .. ; .... a i3 r:: ~ .., 214 212 208 206 ' 2021 196 192 190 188 186 184 182 180 178, 176 174 172 170 168, 166 164. 162 160' 158' 156. 154 152 150 148 146 .·· 144 142 140 ' ' 138 1 "' "' c:, "' ~ ~ "' 1+00 135.00 "' -~ . . PVI · A !" l',1-80'; I PIJ ELfV ie 201.6' . A.O., = 1-7.10 1c!.. ,~_91) • i • ----·--· I ~ N ~ 2+00 -·I --+---t-+---r-t----t PVI TA = J+BO ....... PVI ri:£v =l8J.'49 1······i······· ,---+--< A./}, = 4/46 K = 21.28 ED ,GR. DE o, CENTE(?LJN' ··,c.1 .=+cc.+c ~; ob' ~ ="'i=""', ..., . .lt--i---1----t ' ' ···-···+ -.......•.... t · 1cu,;ssttATTON : i IVCAC STR$T .. · · . : OfSIGNLSPEEDI ,; 2.5 !./PH ! : 'STOPPING $/GHT C!/STANCe : 11501 FT. 1(Pffi *Bil A} Clti" qF • -· - ICARLSl)AV OE$IGN1 CR{TfRIA) J+00 PROFILE: ARCHES WAY SCALE: HOR/l. 1"=40' V[RT. 1"=4' .... ······j·.·.-.·.···· ···.···· .............. ' 4+00 gi ~ i H .,., t;; :s: 0.. =~_go. ....... .; I .. 1----,.~,1 ! ~ ~ I ~ --r!. I c::, gi ~ ~ c!i c!i -c::, I ~ ~ r!. ,II C) - l:!J~ c!i ~ '!I: ~ :,.: Q:, :,.: ~; fi ~ c::, c::, i3 ~ I ~ Iii c!i 2 ,-..: ~ ~ ~ ~ ~ .... ~ ii: h l.) .., c::, i3 ~ ~ ~ "' Iii ~ c!i c!i ( --... .. !;l c!i >-Q:, SHEET 11 OF 12 ~ "' ~ lu <.l "' I;\.\ "--½.-~ ~ ~ ...... i-J44 ~ ....... I ~ 342 "' \~ 340 ~~ JJB ~~ '-.. \') JJ6· l ...._ ~ "-! ~} JJ4 ~ ~ ~ '-I CQ~ JJ2 .. jpv, . iii 1 ,55T WA~f J!f·~1-. +--+--+--............... ' --+---''•.sO.IOlrLvc.1-+----oh . ... , .. ·······-'-··· JJ0 . ........ t··· J28 J26 l . J24 i J22 J20 JIB. J16 J14 Nr d ol OCN•U;f J12; Jta . JOB J06: J04!· . . . . J02i Joo, 298 296 294 ............ ·••··········1·····.·.·.····· ..... ,., .. , . ... ____ .,,. ___ ,.,, l 292 290 .. 288' 286 284! · · 282 280 ..... 278 276 274 . . . .. •··· I 272 270 "' ~ -1,l "' g: "' 11! "' f;il -~ o; <c .,., ..,: fcj ~ "' co ..,: ..,: >cj -~ ~ ---:;; ~ i::i "' :;; "' :;; ...., 1+00 2+00 J+OO 4+00 5+00 6+00 PRORLE: HUNTINGTON DRIVE SCAL[: HORIZ. 1"=40' \-£RT. 1"=4' r: \Engr\1325\JM-f:3\1 .. 5'2!>-b--!:ldwg 08/29/2003 08:21:07 AM PDT I : : FIN/SHEP dRAOE 0 CfNTF:RLIN[ 7+00 l j .. ···r ... . . . . -+ --. . 8+00 .. . .. ,. .... •··· Pl/1 STA = + PW [L[V = 271.69 • AD. ,i, J.7J i i K • !J2.16 : ;--.;..--;--.;...' 120.ob• .~ ..... ·_· +-+--+--ii 1 ·· ~ ; j; ~ .•.. l~ ~I ;.... ...,, 9+00 ... oi ~ 248 246 244 242 2J8 2J8 2J4 -2. 2J2 2J0 · 228' 226 224· 222 220· 218 216 214 212: 210 · 208 208 204: 202' 200 198 196 194 192 1+00 qr v, $TA = /+50 : Pyt·ru:v,"' fJt.28; : A.O. ~ --i.81 . i I( =18.J? • •••••••• ,!. •• 190.00 . ~-----+--- PIA ST~ =· 2 \3'4 PW ~Lcy=l221.1i 11.0.: = J.9i j iK _,J 17.BBI ..... . ,__..._1 io.bo; Ii l · ·· ·· ·· !PPRiOl~E D .. .. •:;;,#i,i«jvEI? 1ff:.'r11:lrivil MAP/SITE . 1t~oi,, hll c.,:f; : ·: ~F PLANNING . . ~ RE$oqnl9'N N,O ~o.\11,\ . .. . . l&»~it-tj cri~g l>t:i~--Dpte , : J•Janrnns llcpt. -DMe I : i ; i t ! CLASS/RCA ndN , tocAL Jrnrrr ; D[SIGN SPffJ) : ~5 !,/PHI I i STOPP/NG. S/Gf/T /J/ST~N/JC : ' 15~ FT.. (PER rABLE A, CITY 'OF : CARLS/3AD DE.SIGN C/f17ERIA) 2+00 +i 3+00 PROFILE: PLUMER/A DRIVE SCALE: HORIZ. 1"=40' VERT. 1"•4' ~ ~ ~ I .J, ---~ ,.!.. I ~ 0 ~ ~ ~ c§ c§ :3 :3 i I ~ I I ~ ~ ~ ~ c§ c§ :3 I ~ ,.!.. 0 ~ c§ ). "' SHEET 12 OF 12