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HomeMy WebLinkAboutPM 2008-13 - Map - 8/11/2010 EASEMENT DESCRIPnONS: NOTE 6 EASEMENTS FOR PUBLIC RIGHT-OF-WAY SHOWN 20 EASEMENT FOR STORM DRAIN PIPELINE, RECORDED SEE SHEET 2 FOR BASIS OF BEARINGS, FLOOD HAZARDMARKPLATEL ZONE BENCHMARK UT1LffY PROMDERS SOUND 'BALL AND ON THE MAP RECORDED MAY 26, 1920 BOOK 8 SEPTEMBER 30, 2002 AS INSTRUMENT N0. > OF PLATS AT PAGE 79, FRESNO COUNTY 2002-0170955 OF OFFICIAL RECORDS. EXISTING TREE INFORMATION 99 SITE RECORDS. W. HERNDON AVE EASEMENTS SHOWN ON THE MAP RECORDED JULY 23 EASEMENT FOR STORM DRAIN PIPELINE, RECORDED PROJECT )ODRES& 14, 1924, BOOK 10 OF PLATS AT PAGE 38, SEPTEMBER 30, 2002 AS INSTRUMENT NO. FRESNO CA FRESNO COUNTY RECORDS. 2002-0170956 OF OFFICIAL RECORDS. SOUTHWEST CORNER OF THE INTERSECTION AT HERNDON E. BOLLARD AVE AVENUE AND BRYAN AVENUE, FRESNO, CA EASEMENT FOR PUBLIC UTILITIES, RECORDED 24 TEMPORARY CONSTRUCTION EASEMENT, RECORCDED W. SHAW AVE E. SHAW AVE MARCH 23, 1956 AS INSTRUMENT NO. 22232, SEPTEMBER 30, 2002 AS INSTRUMENT N0. VESTING TEN IVE BOOK 3744, PAGE 549 OF OFFICIAL RECORDS. 2002-0170957 OF OFFICIAL RECORDS. RECORD BOUNDARY NOTE W. ASHCAN AVE E. ASHCAN AVE 11 EASEMENT FOR PUBLIC UTILITIES, RECORDED 25 EASEMENT FOR PUBLIC STREET PURPOSES, BOUNDARY SHOWN HEREON IS PER RECORD OF SURVEY > w Q PARCELMAP2008=13 <c > 41 MARCH 23, 1956 AS INSTRUMENT NO. 22232, RECORDED NOVEMBER 05, 2002 AS INSTRUMENT PREPARED BY YAMABE & HORN RECORDED IN BOOK 54a BOOK 3744, PAGE 551 OF OFFICIAL RECORDS. NO. 2002-0198285 OF OFFICIAL RECORDS. OF RECORDS OF SURVEY, AT PAGES 25-29 IN THE NO, z � OFFICE OF THE COUNTY RECORDER. � 99 28 EASEMENT FOR PUBLIC STREET PURPOSES, �� RECORDED JUNE 28, 2004 AS INSTRUMENT NO. APPS„ n("EIVED 2004-0141579 OF OFFICIAL RECORDS. z 504-091-07S, 504-091-08S, 504-091-09S A PLANNED DEVELOPMEN1" W. BELMONT AVE 33 EASF-MOAT FOR PLIBUC STREET PURPOSES, 504-091-10S, 504-091-11S, 504-091-12S JUL 14 2010 RECORDED MARCH 21, 2005 AS INSTRUMENT 504-080-43 - N0. 2005-0062293 OF OFFICIAL RECORDS. 180 DEVELOPMENT DEPARTMENT CITY OF FRESNO ..... -�� SOUTHWEST CORNER SECTlON33, T.12S., R.19E., M.D.B.&M. 4 \ SECTION LINE LOCATION � C' D. FCBCM IN MONUMENT WELL , `' MAP Or JJi�J r DKJ�1�P \ MAP O CJ r nr�` 1rP rli N0 N T . p � a GARDrNS SUBDJV1RION ' �°' '��O BUBDIVI ION yy SGENDs NoJ 8, VOL 8 O PLAfiA7 �` �t � '4 NoJ 8� VDL $ � �' � EXISTING AC DIKE , 'S C �„ $PG, 16, or PLA18 A-TEXfSTING TRACT BOUNDARY AREA TO BE �'-% 8' = /' FUTURE LOT LINE PbAJ 79� rJ jJRJ DEDICATED TO THE , c,'� PROPOSED R.O.W. „ SECTION LINE EXITI G f A � � �A��71 F rr ADJUSTMENT PROCESSED t. r --� PROPOSED LOTL{NE t�p CITY OF FRESNO I DI w r THRU CITY OF FRESNO` �PJ �10 -- — — — — — PROPOSED SIDEWALK EASEMENT PUBLIC STREETS `` �`� rAClJ��11DD�r : ----------- r TO RECORD BEFORE f' 7JA C7 NoJ 5078 ----------= PROPOSED WATER EASEMENT ,, '. TO BE VACATED ` \ FINAL MAP RECORDATION '� BCr1JJ' r �< , , V J 71 Dr P 78 EXISTING STREET CENTERLINE Al �v ___ ___ ___ D DICATION /f 8� •.F 7 r��J � �8 EXISTING LOTLINE ER AVE EXISTING TRANSMISSION LINE TOWERS ACCESS EASEMENT r XISTING ` � t : , � a 3✓AI•J11LY t i� 1Dr 111A) STING c:� EX! , j IDEWALK - o EXISTING -� 4• . :FARCE ,. f ' vrt ?s O ., r a © s . PARCH � , _ r I _tr , T , , �r ; MI, ..,<,_., .s`r v .,, .,.. ..:> A• .' w ,: -,< h .. r- 1 - E /<9 ♦ i ` O .= EX.LSTI�IG AC �t14E r /(•!, /f _ < lel Dr JJCJ r KJ`1�� .. F jy ` r , .. CES PAR z- ' 1 --- _ J :✓ J M x- s rl� D DNB -, 6 Q I O , B BD V D No,,JO, ,�� , > `tea V a : T :. .,. , _ 1� � P r . B iJ'K JO `L r�', I r ( 1dl ,,. . I A PFJ 38 .r, , _., , ,:... :_ � � -.A7B 1 PARCEL : , �• �`, � :� •.. � � _ � � ,. � ,.� ._. `\�.-� j�•� "` r: � ,> � ��- 1. � --___ � r r; Jj JJ SJ V A O i CEL >,:,� , , I .. ; \, s bf ` " dr '`ti rr, i Vie;, „•..j """•.., '� 1: PARCEL PROPOSEr I ;. -- Q � ;• �� I 1 � t i - I � C ! t P ! . ER E ; V P CEL �r;r tK .PARCEL f !J AC �A F , r '` / r ,, P RCEt, s / - � ,• r' � ,...-^' v ��� T . APARCE�/, ti - CEL ti } f ,�, ,�,r ,- 1 '' '' •�. 20 WINE 7JLJ ' r e « I t '< h J r ti � ,� �� � ,! - ,t' y PROPOSED ' �_ Y , .T �J' •P'r < i J � l l r ! ` TER SEMENT ECTIONlNE 1 ►� , ` ti ti t EA I r s - 1 � o tx AT 7 - o it r �,:' .� ��• VA ATION� i ,�.. 'rPARCEL F RE LO .UNE t � � � C � i, 4 �' ? r r r l rrG 1' ' r, //{ �/�y( w -•: -`-,. / 6 I '1 ,. -...w. ,: rF 4 J�J 1 1J1 3 �p f //I¢ jr f♦� l STINT PRO SSA a '�� A&'1111""' rJ' ,fJ � > —�- r � � .. _.-,_ ._. _..... .. >. ti .- . `, D � a. .,` _ � '" � THDJ CITY ��ESN"0 .. - �\, ,- .,� '� VACATE , 1� , � ,� `' R�' C ,.fir^-= „ --' AC ....•rr.+ , -' / J Vl Jy N J8 � �D D o � � r RECORD�`� EFORE 4v 1 t' / /yK PA C� £3 °< s rr ;;r" � r ..: 3 TION Lo . . FINAL RECORDATION ' tPs o �.. P L.AI j f J / v\ I _ -' LP 3 ,,... _ —...,. �.,>, _. - Jam.-- _ _ I w.: +�Yr-.moi. .. r ...!'. .. 777777�77 ... -,.� - ,..1 r._, , .I ir. f : , _. ,rt.,, .. -,.elm' ,J'+,F• .....- :. � r ... .. r.._ ,. .. ... _F ., .., - '!M7♦ _ ...,.. p r . . r., r. ... .. -. .. ,.... .,... ! , ,: _.,: ... .. .... .. ✓ , ... U . rNO A .. 1. r _.. ^rte• , _.. .. ✓.: r ,< r .. .J x.. r. r'. r :::•.'s+ .-,:.-...,.., -,:.,,y . - _....: ._:._..., _-.... J,,. .. .--f' f ,• J- - l � .. `� •— < -..,f� f.. ' tom,- A^`-•- ... a _, 4 � c, w > "",—._._...,- �..,.,,F .,.•...,..., {=.."` �� fes, ,,�,_`" _._l ,.,.-..-,.. { ._.,,` ___ � i'^';`-.-, r"."'"� / �,..._;>7 -•,_., ., ' . tii . • r Q d E+ i' .,•.."_ "S- .1' ,,... --,,., "^-...'=.- '' `.- -- .`` .;.ue_r . ,e. r-1=- "':w^^^--"r_»,r*r.•x.`z•3a' a."°r _ _ "'"_.-.,»-w,r..-� '.,..•_-.,..___ -\ _ -----^--",•"•,,,..>-. .' 'f 1 "'+` r., _ ._ '. cexer•'. ...r_ •,tJtirrw 'ar _,._..,._._,n...' ._. ..:. ,,.�-.—•xc.. _"___. .. __..._..._.-.—...___.,. .-•--.---^'+ ..r-.—•.,..•d.,,,,- 'r _ ._c... a;9 arc-' -=..;..._.,,.,. _.._.._...._,_..,, -- ,__ —.. .-- ,,,-.,,., .,•,..--"" t__...-_. - ..,, ._---,.... ___.._ -'''�r�...•-'` .u_.,_-., ` --.,-. :-•--w---•--"-..,.s T SUMMARY r ry Q r" �— - ...,.^"P.•' .........,,. .........-, _._............... .. _. ..^m. ... ._......___..._.:-:.rte• ..r ,,. _ ....,..,. - I TIN ONING. AE 5 UGM ;u,,.,:. r ,._, ...,,._, ..,... `! EX S G Z -' LOT LOT AREA LOT LOT AREA .�� _..._.«._ _ ....,,.,_.____ ___.,_.-.._._..,._�..,� .,. _„ ... ..^__ _._ .. _.� _.�.� ��"�__. .Q�.C�E� LrVD--, PROPOSED ZONING: C-3 EA UGM " � � - ._- --; ---- PR � . ._ w A ±1.77 ACRES L AREAZACREAG� i _i�JaP D� JJ J DRKJ�I�S� rJC� C�A�iD�J�1S JBII 1�N NUJ �'� ,r 14.36 ACRES ' -'� _�—,` `'r, r r >; w B ±1.53 ACRES M ±1.22 ACRES ,� � �„w :, �- -�- _; y L �0 Dr PLATS A7 PFJ 1 rJrJ J , ,. 3,325,400 SF _.. , y _ f r C ±0.48 ACRES N ±1.99 ACRES 76.34 AC ,pgg�p ?- _wry r ; f E ! ' � O� !,�_� st � �y 1 (rte,,' '•�� t, ���^( � � , , z'� _ D ±1.20 ACRES 0 ±0.94 ACRES 4Q� �yY f t ,;, _' ; _ �n ('t� J�I lCN7 JNDJS7 JAI �, I _ _ _ j ; flA7'E JULY 14, ,2010 v r J � , Uzi E ±0.99 ACRES P ±1.83 ACRES TELE REPORT: W , ' PREPARED BY. PREPARED FOR: DRAWN: DLB o F ±2.63 ACRES R ±7.62 ACRES PRELIMINARY REPORT PREPARED o" ��� QWNE VESTING I ENTA77VE PARCEL MAP DESIGN: CR G ±5.94 ACRES R ±5.76 ACRES BY CHICAGO TITLE COMPANY, n ♦r R' H ±10.93 ACRES S ±2.72 ACRES EFFECTIVE DATE DECEMBER, 13, * s FUSCOE VALLEY CAPTTAL PARTNERS, LLC �aR CHECKED: JAM Y-) t 10.47 ACRES T ±2.62 ACRES • . 2007. TITLE N0. ' qui' 2flt�' d' 100' 20th' 1 IN 6 1 N E E R I 94 AN1 ATT�'AN AVENUE, JOB NO.: 875.01 w J ±2.89 ACRES U ±5.61 ACRES 07-44105911-D-JHq�OF C!► 16795 Yon Korman,Suite 100 N s H A 9 266 MAR CE AT PASE0 K ±0.52 ACRES EXISTING ZONING: AE5/UGM Irvine,California 92606 I��IANHATTAN BEAC , C HERNDON AVENUE AND BRYAN AVENUE 4. „ , te!949.474.1960 o fax 949.474.5315 (650) 400-4030 TOTAL: 74.02 ACRES PROPOSED ZONING: C3/EA/UGM SCALE: 1 = 200 www.fuscoo.com FRESNO, CA SHEET 7 OF 4 CL .6"f} WALL-NOTE EX187IN(3 TREE N071E 3 A SOUND WALL WILL BE CONSTRUCTED ALONG THE EXISTING CONDITION OF THE SITE IS AN THE SOUTHWEST BOUNDARY LINE OF THE ORCHARD, CONTAINING NUMEROUS TREES. ALL OVERALL PROPERTY ADJACENT TO THE RAILROAD TREES WILL BE REMOVED AS A PART OF THE ,��, ,S RIGHT OF WAY, DETAILS ARE SHOWN ON THE DEVELOPMENT. � �'o SITE PLAN PREPARED BY THE ARCHITECT. v �,��• �6� Asti � PARCEL �v � A to C 1-36 L4 o � L L63 37 .� PARCEL - I e <�3r 1-39 �� NO D � L4o� 1-42 �7-�"yl �/4► ^� X619 PARCEL L5 1-93 -� <9 Of/> C19 L43 1-4 ---'�" - YA A/ A�/ k ��S co L51 B 4 C18 4 164 O r `1 L5o n � PARCEL a �` - L165 -_ L66 1-59 L55 .`' I oo ass .� L45 L 136 PAWE1. ^ 1-58 l9g .., P�f GEL ��� A L1 -+ --� L?34 + 16 L166 Q E J �, <� J �. PARCEL 00 PARCELS, �- $ L L 1 1-85 X86 � L 145 M ca 0 ~1 Ci -� L 148 L 161 _a C p L7 �� o u, --� C26 L143 �o L1019 � �' PARCEL '� Q28 -� cc-0) 1-84 �`�� �� �, `' PARCEL -� 0) C27 C25 1-132 � �. L83 1-$2 � H L11 KL 110 L141 J <�s 1-158 0 C20 PARCEL 89 04 L PARCEL L154 PARCEL " C21 -► L 12 1 N r- PARCEL Q F PARS. C22 PARCEL Q P PARCEL -► G L 02 L N PARCEL �- S C23 L149 R PARCEL �a L 123 0�� 1130 J $� PARCEL L.29 L2 --' L25 1-24 �, T co L27 1-263 -' n d � ? L108 L126 A Ve C> �-- `�' L18 L17 T' L16 L15 L14 L160 L162 0 NORTH WEBER AVEMASISBEMING& TRACT BOUNDARY �� BOUNDARY LEGEND �'��� � LINES UNE TABLE CURVE TABLE UNE TABLE CURVE TABLE GROUND COORDINATES WERE TRANSLATED TO COINCIDE WITH PROJECT a LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA TRACT BOUNDARY{ UNE I„E„ LINE, LENGTH LINE LENGTH LINE LENGTH UNE LENGTH CURVE LENGTH DELTA COORDINATES PER RECORCD OF SURVEY PREPARED BY HARRY DAVID L13 721 L64 97 L83 T 37 L102 13 L121 98 L140 192 C20 21 3°57'47" JAYNE: LS 7923 OF YAMABE & HORN. L1 8.00 S26'1 6'27"E C1 360.27 1243.29 16`36`10" LOT UNE POINT 10027 WAS HELD FOR ORIGIN OF PROJECT COORDINATES LOCATED L2 47.53 N88'18'38"W C3 646.01 1697.00 21'48'40" L46 141 L65 95 1-84 144 1-103 97 1-122 353 1-141 43 C21 14 0°55'57" AT WEST SIERRA AVENUE AND NORTH BRYAN AVENUE. -ill1-3 189.04 N04!48'48)N C4 403.67 648.00 35'41'32" ._ q STREET L47 75 L66 82 L85 159 L104 32 L123 204 L142 65 C22 65 9'02'09" ALL OTHER GROUND POINTS WERE ROTATED TO MATCH BEARING OF CL L4 1037.72 N40'30'20"W C29 93.47 210.00 25'30)1 1" L48 257 L67 165 L86 16 L105 220 L124 144 L143 22 C23 30 15'48'36" S00'21'48"W TO POINT 10029 AT N 1/4 CORNER SEC 9-13/19 AT WEST BULLARD AVENUE ALIGNMENT AND SOUTHERLY PROLONGATION OF NORTH L7 86.99 N00'26'02"E C30 32.17 190.00 9'42'06" L49 27 L68 68 1-87 60 1-106 75 1-125 105 1-144 47 C24 117 30'42'43" - BRYAN AVENUE ALIGNMENT. C32 81.54 1855.00 2.31'07" L50 32 L69 4 L88 420 L107 61 L126 88 L145 87 C25 152 30'08'06" Lo L51 75 L70 127 L89 5 L108 51 L127 268 L146 366 C26 68 0'00'03" FLOOD 94MD ZONE o _ _ L52 30 L71 18 L901 174 L109 92 L128 194 L147 55 C27 35 1513'25" SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE PORTIONS OUTSIDE 500 YEAR FLOOD PLAIN BY THE .� L11 126.87 N40!45'1 3"W 1-53 94 1-72 156 1-91 76 1-110 64 1-129 201 1-148 7 C28 22 4°5705" DESIGNATION X, ( ) L12 160.88 N40'45'13"W PROPOSED RIGHT OF WAY PROPOSED RIGHT OF WAY L54 32 L73 7 L92 1051-111 15 L130 17 L149 87 FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON INSURANCE RATE 1-14 163.77 S49'49'49'E LINE TABLE CURVE TABLE 1-55 65 1-74 42 1-93 37 1-112 76 1-131 292 1-150 375 MAP NO. 06019C1535 F, WITH AN EFFECTIVE DATE OF IDENTIFICATION OF UNE LENGTH BEARING CURVE LENGTH RADIUS DELTA 1-56 18 1-75 145 1-94 93 1-113 60 1-132 113 1-151 746 ' JULY 19, 2001, FOR COMMUNITY N0. 0600481 IN THE CITY OF FRESNO, Q L15 367.22 549'49'49"E FRESNO COUNTY STATE OF CALIFORNIA. THE CURRENT RATE MAP FOR Q L16 429.21 S49'49'49"E L30 4.05 S34'03'01"E C7 96.53 1649.00 3'21'15" L57 107 L76 37 L95 37 L114 473 L133 99 L152 57 THE COMMUNITYIN WHICH SAID PREMISES IS SITUATED HAS RECENT 1-17 1003.23 849°49'49"E L31 32.89 S78'11'33"W C8 24.96 1649.00 0.52'03" L58 65 L77 61 L96 186 L115 103 L134 94 L153 155 REVISIONS AND IS NOT AVAILABLE PER FEMA MAP SEARCH. L18 406.12 S49'49'49"E L32 99.74 S78.11;33�W C9 29.66 1653.00 1'01 X41�+ 1-59 205 1-78 58 1-97 164 1-116 32 1-135 55 1-154 32 RENCHMARK 1-19 42.65 S40'10'11"W L33 20,58 S49 39 44 E C 10 205.36 1653.00 7'07 05 L60 28$ 1-79 51 1-98 68 1-117 78 1-136 14 1-163 501 L20 96.42 S15*44'21 1 1-34 105.78 SO4'48"48""E C111 235.67 1653.00 8'10'07" L61 130 L80 18 L99 169 L118 32 L137 52 FUSCOE L35 49.59 SO4'48'48"E C12 195.95 1648.00 6'48'45" L62 79 L81 295 L100 74 L119 219 L138 169 POINT Q 1-21 39.42 S20'18'21"E NUMBER STATION ELEVATION DESCRIPTION 1-22 138.09 S20'18'21"E L36 114.26 S40'30'20"E C13 82.20 700.00 6'43'41" L63 13 L82 107 L101 290 1-120 9 L139 82 1-23 67.70 S23'S0'21"E 1-37 293.11 S40:30}20�E C14 110.17 700.00 9.01�03�} 10024 BM-886 304.796 BRASS CAP ON CURB, NORTH w L24 70.54 531'17'21"E 1-38 22.28 S10 285Q,E C15 243.69 700.00 19.5648 L" PROVIDER & PHO E NCS. IRRIGATION SEWER TELEPHONE WATER RETURN, NORTHWEST CORNER Q L25 70.44 538'53'21"E L39 61.73 S40#30'20" C16 20.96 40.00 30 01,30„ GABLE TV DRAINAGE ELECTRIC. GAS FRESNO IRRIGATION CITY OF FRESNO VERIZON CITY OF FRESNO OF SIERRA AND POLK w 1-26 39.15 546'11'21"E 1-40 38.24 S40'26'25"E C17 31.44 60.00 30'01'30" cOMCAST CABLE FRESNO METROPOLITAN PACIFIC GAS 8e ELECTRIC PACIFIC GAS & ELECTRIC DISTRICT PUBLIC UTILITIES 5195 N. BLACKSTONE PUBLIC UTILITIES �- " 1-41 22.68 S70'28'50"E C18 31.49 58.45 30'51'59" 1945 N. HELM AVENUE FLOOD CONTROL DISTRICT 705 P STREET 705 P STREET' 2907 SOUTH MAPLE DEPARTMENT AVENUE DEPARTMENT 10026 BM-JJ15 307.302 BRASS CAP, NORTH SIDE OF L27 30.73 S46'11 21 E FRESNO CA 93725 SEWER MAINTENANCE FRESNO CA WATER DIVISION W 1-28 55.73 S52'S9'21"E 1-42 1'94.41 !34730'20"E Cc 1189 20.93 40.00 29.58'30" FRESNO, CA 93727 5469 E. OA-114E ANENUE FRESNO, CA FRESNO, CA 559 2 (559) 224-9222 1910 E. UNIVERSITY HERNDON, 390' EAST OF g1-43 155.45 540'30'20"E (559) 454-7940 FRESNO, CA 93727 (800) 743-5000 (800) 743-5000 ( ) 35-7161 olvlsloN BRYAN ALIGNMENT (SOUTH), J L29 181.51 S56-4744"E (559) 456-3292 2101 G STREET AVENUE 1-155 285.62 N00'2221"E 1-44 85.01 840 30 20 E �ESStpN FRESNO CA 93706 FRESNO CA 93703 2' EAST OF WINGWALL Uzi � " 1-45 20.47 S40'21'53"E '� E F (559}621-1496 (559)621-53ao L156 467.21 N89 38 08 E �o y�. DATE' JULY �4, 2+4i'D PREPARED FOR. DRAwN: DLB W 1-157 97.15 N24'4441 ;E 1-164 51.00 541.00,45"E � m PREPARED BY; .,� ' 1-165 504.01 S40 4513E � a o low._. �1 0 1-158 42.01 N50'14'52"E 0 tit = WNER, VESTINGTEN-FATIV9 PARCEL MAP DESIGN: CR �- v L166 5.00 S4914'47"E u' -k L159 560.39 N40 32 47 Ecs L160 186.29 N49'49'49"W L167 68.80 S40'45'1YE %J �`� ,, s FUSCOE VALLEY CAPITAL PARTNERS, LLC FOR CHECKED: JAM j 5Cj.A-� S4d'45'13"E srgT C� SFO 200' 0' 100' 200' 1 N s 1 N E E Q s N 6 94 ..NI A AVENUE, JOB NO.: 875.01 L161 3.52 N4Cr45'13"W OF CPQ- 16795 Von Korman,suite Too " CE AT EL P'ASEO 0 1-162 366.98 N49 49 49'W Irvine,California 92606 MANHATTAN BEACH CA 90266 CL 1„ = 20 tel 949.474.1960 a fac 949.474.5315 (650) 400-4030 NER�11DON AVENUERE N YAM AVENUE C- SCALE: 0 www.fuscoe.com O, GA SHEET 2 OF 4 R/W VARIES R/W 134' TO 166.9 ----_-; 10' 44' 26' 48' 10"--w-�-VARIES 20'____ 12 12' 12' 12' 12' _____ 12" o 0 Li THRU THRU THRU THRU THRU RIGHT M { 170 MIN. 1% MIN. 2% MAX. 2% MAX. 3% MAX. FUTURE 2:1 3% MAX. %MA ---------------._ SLOPE AT MEDIAN I TIME OF SIDEWALK CURB & ISLAND MEDIAN ISLAND CURB &7 GRADE GUTTER CURB CURB GUTTER SIDEWALK SEPARATION HERNDON AVENUE SECTION "A„ SCALE- 1 "=10' R/W R/W I- 134' f f ! f f 10 44 12' 12' 26, 12' 12' 20' 10 20 `ViRU THRU THRU THRU THRU#Rl� & SHOULDER 1 1% MIN. 1% MIN. { { 2% MAX. 2% MAX.3% MAX. _----. ---� 3% MAX. { MEDIAN SIDEWALK CURB & ISLAND MEDIAN ISLAND CURB 7,c�,nnUAIGUTTER CURB CURB GUTTERK HERNDON AVENUE SECTION "B" SCALE: 1 "=10' R/W R/W I-� -- - - 138' 10 ' 57 61' 10' 20' 12 12' 4' 11' 11' 12' 12' 12' _ 12' { LEFT LEFT THRU THRU THRU RIGHT { 1% MIN. 9' 2' 1% MIN. { 3% MAX. ...--- I 3M { SIDEWALK CURB & MEDIAN MEDIAN CURB & GUTTER ISLAND ISLAND GUTTER SIDEWALK CURB CURB 0 HERNDON AVENUE SECTION T SCALE: 1 "=10' R/W Raw 113 a ( 15' WIDE 10' f f 40' f f f 63' f 9 12 12 f 11 11 12 12 12 �—EASEMENT SIDEWALK SHOULDER THRU THRU 4 LEFT LEFT THRU THRU RIGHT ---I VARIES 1% MIN. 3 1% MIN. { { 3% MAX. .. i 3% MAX. { N MEANDERING MEDIAN ISLAND CURB & SIDEWALK CURD & CURB GUTTER GUTTER BRYAN AVENUE SECTION "D" C) SCALE: 1 "=10' EXISTING :�i EXISTING o R/W R/w EXISTING R/i.. R/W 98' _ 1 R/W 50' 105 55' ' 50' 48' ' 16 °p ( f f f f34f 10} � 32' EXIST. MED TO REMAIN 37' 10� 5` Q 15' WIDE 10 32 16 EXIST. PAVEMENT 6 15.5 16.5 8' 12' 12' 12' 22' S' PROP. PAVEMENT EXIST. PVMT TO REMAINSIDEWALK ' EASEMENT�� { � VACATION 8' 12' 12' 12' 25' VARIES SHOULDER THRU THRU THRU _THRU & SHOULDER { 179 MIN. 2% MAX. 2% % MIN. { -4 VARIES SHOULDER THRU THRU THRU THRU & SHOULDER { w 3% MAX. MAX.. 3% MAX. ( 1% MIN. 1% MIN. --c-�' f MEANDERING CURB & MEDIAN ISLAND CURB MEDIAN ISLAND CURB EXISTING AC r7SIDEWALK CURB & EXISTING MEDIAN EXISTING MEDIAN EXISTING AC EXIST. 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