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HomeMy WebLinkAbout13.006 Prime Beechwood Marion Ave Plans As-Approvedf MAP REFERENCES: 1� sr� SMH 263.96 _ wm 3 sr � T l 1.) MAP ENTITLED, "SURVEY OF LANDS OF EAST AVE. -S� \ � Detail � E-- - E- i �- PROPERTIES, LLC," DATED MARCH 25, 1999, LAST REVISED I sO I I 3TF 0 J. . O NOVEMBER 02, 2005, AND MADE BY TOMMELL & I 3 sr TF = 263.48 (j4 ' - - -.' ASSOCIATES. �M \ 12" CPP Inv. (NE) = 259.51 � r"I 3 I 6" CPP Inv. (NE) - 260.58 s' (L) Q) %. . L 2.) MAP ENTITLED, "MAP OF A SUBDIVISION PLAN MADE FOR i 3 CB 18" CPP Inv. (NE) = 259.52 U 'J L "." a rMARION GROUP, LLC," DATED DECEMBER 19,2003, LAST -I TF = 263.72 18" CPP Inv. (SW) = 259.49 Sr X _ \ Matchline 12" CPP Inv. (SW) = 261.56CIDW REVISED ON FEBRUARY 05, 2004, MADE BY VAN DUSEN & ; 3 xn sr I. 25. . STEVES LAND SURVEYORS, AND FILED IN THE SARATOGA (See Detail) I Crushed CPP Pipe (NE) = 261.72 A \ CLERK'S OFFICE ON APRIL 07, 2006 AS MAP NO. M-720. A r u. (See Note No. 4) I ®F 72.,\ CB d ` 3 s 3.) MAP ENTITLED, "MAP OF A SUBDIVISION PLAN MADE FOR I 3 I I 42O_C - 15" CPP S 97 (NE) = 269.87 MARION GROUP, LLC," DATED DECEMBER 19, 2003, LAST 11 REVISED ON FEBRUARY 05, 2004, MADE BY VAN DUSEN __ I 3 Shaded Area Represents W. Rim = 287.2 24" CPP Inv. (NE) = 271.57 _ "Easement Parcel" 5` 4" PVC Inv NE STEVES LAND SURVEYORS, AND FILED IN THE SARATOGA _ ' I i - -I � TF = 263.72 "X X6 3 ( ) = 279.33 CLERKS OFFICE ON AM N ME AS MAP NO, PREVIOUSLY Matchline Instrument No. 2013046879 Te 24" CPP Inv. SE 267.93 (NOTED AS BEING AN AMENDMENT TO PREVIOUSLY 3 12" CPP Inv. (SW) = 261.56 ( / sz I ( ) FILED MAP M-720, MAP REFERENCE NO. 2). 9 I i Crushed CPP Pipe (NE) = 261.72 Detail For Waterline Ties CB \ s e 4.) MAP ENTITLED, "SURVEY OF LANDS OF DAVID J. I 3 3 Rim = 279.2 a / s \I $ ARMSTRONG BOOK 1494 OF DEEDS, PAGE 308," DATED 24" CPP Inv. (NW) = 265.53 / a t FEBRUARY 27, 2006, LAST REVISED ON APRIL 5, 2006, AND a I I 6" PVC Inv. (NE) = 266.54 r - / 1 s " 3 Lands Now Or Formerly Of 24" CPP Inv. (SE) = 263.86 s MADE BY TOMMELL & ASSOCIATES. I ; Prime Beechwood 3 Storm MH 15" CPP Inv. SW) = 269.60 Transformer Rim = 278.5 ( I : I p 9 SMH 24" CPP Inv. (NW) - 263.42 ❑ 5 s T 5.) MAP ENTITLED, "AS BUILT SURVEY OF LANDS OF EAST i I ::. ::: 1 A 3 TF = 268.87 Instrument No. 2016035614 18" CPP Inv. (NE) - 267.38 AVE. PROPERTIES, LLC" DATED DECEMBER 11, 2006, LAST I I 6' PVC Inv. (N1A� = 263.63 Tax Map Parcel No, 166.50-5-4.1 24" CPP Inv. (SE) = 263.32 E E 1 s Bollard (Typ.) z REVISED ON JUKE 20 2007 AND MADE BY TOMMELL & KEY I OTY, I BOTANICAL NAME ICOMMONNAME TREES AR 17 Acer rubrum 'Autumn Flame' RED SUNSET MAPLE AG 9 Amelanchier x grandiflore 'Autumn Brilliance' AUTUMN BRILLIANCE SERVICEBERRY CK 4 Cladrastis kentukea AMERICAN YELLOWWOOD GT 18 Gleditsia triacanthos var. inermis 'Halka' HALKA HONEYLOCUST GO 9 Gymnoclodus dioica 'Espresso' KENTUCKY COFFEETREE UA I 11 I Ulmus americans 'Valley Forge' I VALLEY FORGE ELM MA 1 2 1Mclus 'Adams' I ADAMS CRABAPPLE REC®R� ti AN 2 E- Light Pole ASSOCIATES. i 3 6" PVC Inv. (NE) - 264.62 E T °// i�Concrete Curb 6" PVC Inv. � 263.62 Utilities -1 ( Location of Ems- E-� 15 CP = 276.19 0 6. MAP ENTITLED, "MAP OF SURVEY LANDS OF BEECHWOOD 3 Guy A' chor Approximate Ems_ E_--- E ®0 93% T TEL ° With Transformer E lit 29 LF c ° Concrete Pad y ` $ ASSOCIATES/SARATOGA, LLC," DATED SEPTEMBER 26, I CB E'�� EaseEm - - - - - - ,,,, , , , , , , , , , , e - _..... __ TF = 266.49 �� E t ,.. ;,,t N o 0 6 o TEL Pipe Connects 2012, AND MADE BY BOSWELL ENGINEERING. E TES LJtili y em I = 3 I1) to Footing �- e It , 0 54 3 3 12' CPP Inv. 263.03 �- E se w :sv;,-..�-r- '•-"- a b" .oncra't, t: �O Drain n E E_�� E� E TEL 7. MAP ENTITLED MAP OF SURVEY LAND F Pad S O 77 E TEL �-� �.: •( ;.> O- n i 01, \ 3: 6" DIP: EXCELSIOR AVENUE, LLC, DATED NOVEMBER 15, 2012, 3 + : �' ..�.-- ,• . e '' U : � 1 _ G 2.12') S Sa. p"W 35 82 LFsp S SMH I Z AND MADE BY BOSWELL ENGINEERING. i`. N2 °32 0 sA_� - cs 4 i I I d 27% S 3 I1. (De sA sA 6„ PVC - - TF = 280.41 q ppoctor I n 3 ..;,_ram., . 8. MAP ENTITLED "LOT L * As = ' S s" s 2 O LINE ADJUSTMENT MAP OF LANDS 3 4a o 0 o E3eansrefa s Y r OWNED BY BEECHWOOD ASSOCIATES/SARATOGA LLC wYE s" s a .. '< �. �' Gr Ran FV. „ -'. s C t LOCATED AT MARION &EXCELSIOR AVENUE," DATED 12s LF s PVC �' sA sp to Q \ a s Gp Metal Steps 13 LF SMH Concrete o O DUNE I1, 2013, LAST REVISED ON OCTOBER 11, 2013, MADE N L Metal Landing TF - 280.40 Wall co I I 3 3 rn to N CPP T - sT sT sT - sr Gas 6" PVC Sealed J W BY ADVANCE ENGINEERING & SURVEYING, PLLC, AND o : a Ira s . s \ tit 43 LF 1 g4% ' . I s 65 LF SMH Meter . _-Ni FILED IN SARATOGA COUNTY CLERKS OFFICE ON Iv - - - - .2S7 - 3 TF = 279.66 �, 11 LF 6" PVC OCTOBER 15, 2013 AS MAP NO. M2013213 SEE NOTE NO 4 . 3a a' ` m s sT a I Stop g LF 18" CP 6` PVG Inv. (NW) - 273.87 SMH ( ) 9 L 4 Bar €! sr 31 t � 0 6 CB o GT ® 0.00% 6" PVC Inv. (NE) - 274.57 TF - 280.37 fn I ; sr sr _� T e�. Chan oncre e ood TF = 27 .93 v 3 6` PVC Inv. (SE) - 273.80 6" PVC Inv. N 275.90 uard I ( _ \ Sign 9.) MAP ENTITLED, "BOUNDARY & TOPOGRAPHIC SURVEY GB 3 ` ,, ° r - O Lin etaini g 12' CPP Inv. I . ro 6" PVC Inv. NE 275.72 g 3 ..,..� Fen e Rail .. CB ( ) _ -o- TF = 266.52 o Wall ( ) = a I a 6" PVC Inv. SE = 275.73 MAP OF LANDS OWNED BY 77 EXCELSIOR, LLC LOCATED ` m N 76.42 3 - TF 279 94 ( ) AT ST. NO. 77 EXCELSIOR AVENUE," DATED FEBRUARY 04, 4 CPP Inv. (NW) = 261.2 �` -. - - - - - - - ®y 3 - p "-' - 10" CPP Inv. (N) = 275.26 2014 AND MADE BY ADVANCE ENGINEERING & 1 CPP Inv. East = 261.3 5 Q _ cv' m 3 cQ v_ li __11 _ F Storm MH �o (NE) = 275.34 24" CPP Inv. 1 "CPP Inv. (SE) 257.9 �, m Roof CB I Rim = 278.50 ( ' 24" CPP Inv. (SE) _ SURVEYING PLLC. - 3 1 "CPP Inv. {SE) - 258.10I Vow n Overhang IF = 270.33 24" CPP.Inv. :NE) 272.39 I J I 1 " CPP Inv. (SW) = 262.773 y' M' x Sewer Co. 24" CPP Inv. (NW) = 261 04 - (' 2 C P I v.` SE 27 .3 G � I(}ne-Star B.. \ 10.) MAP ENTITLED, "AS -BUILT LAND S OF PRIME BEECHWOOD GB r I ' 4" PVC Inv. - 266.96 24" CPP Inv. (sE) = 261 14 I - u ildin LLC," DATED DECEMBER 16, 2014, AND MADE BY l UA y `Si rol, CB 15" CPP Inv. (SW) = 261 87 Or tice 9' 18 `)' 2 5.0 3 �` TB = 279.13 "The Fresh Market a a IF = 26620 ( ) 18" CPP Inv. (NW) = 275.34 Area = 21,810 Sq. Ft.:a ` Z 3 .:`. a :, Rim = 268.06 Si .'Orfae 6`X16'd. 2 0: ". TOMMELL &ASSOCIATES. �12 CPP Inv. = 262.10 _ - 24" nv"sr. (NW) = 261.07 3 12" CPP Inv. (SE) = 275.20 �., N Oro 4 1. ,229 4F _ 24" CPP Inv. (SE) = 261.00 f. .18 a `n N ��,8.47 52 Marion Ave� W 11.) MAP ENTITLED, "ALTA/ACSM LAND TITLE SURVEY MADE I 4 yc; °. O Ib a FOR PRIME BEECHWOOD, LLC," DATED SEPTEMBER 03, N N 3 ®F 2 T. ar nq"'Ll1. ry nv. (S ) = I tt. *. c ` v 2015, AS LAST REVISED ON SEPTEMBER 1Q 2015, AND u n ( Dr i a s en N. I ® •* .� - MADE BY VAN DUSEN &STEVES LAND SURVEYORS. w CB 3 N Roof See S2 -Detail 3 ( ap fe e . N 8) o' t .Zi ��.. I 3 ° - 12.) MAP ENTITLED, ALTA/NSPS LAND TITLE SURVEY MADE TF = 265.77( ) i3ertc Overhang I G n �' C6 II dl f� T o N 4" PVC Inv. NW = 262.L y } 9 14,:4q �' urn °n° - Storm MH '. ° n r FOR PRIME BEECHWOOD 2, LLC OF 56 MARION AVENUE," Sri ` 12" CPP Inv. (NE) = 262 84 I11111111- - .. o ", I Rim = 283.25 ro s °� V N . DATED SEPTEMBER 22, 2016, AS LAST REVISED ON N > > 12" CPP Inv. West = 26 52 y 3 1 y I �: r-. ®I PP Inv. (N) = 275.55 19 p o_ o_ ''_- Easement • . +�' 'o'- S or M �. .I 65"PVC Inv. (NE) = 276.77 �, _ o NOVEMBER 11, 2016, AND MADE BY VAN DUSEN & STEVES= _ _ 3 I I to (�" o > � 24" CPP Inv. (SE) = 275.17 o` Under drain installed in U)LL � 3 Instrument No. O I' IV ^' ? ao. . N 0 a- 3 o o c� lieu of yard drains LAND SURVEYORS. N N I r� p m 2 PP Inv N 27 .7 I _ 24" CPP Inv. SW = 275.19 a) 2019002590 I I { ) 0 � I I . AG o : I i Q .- 2 PP' Inv:.(S) 27..6 GT a I .k. _ -o (Per Contractor) " N 3 (Easement #3) a� CD � 31. ZONING: AREA AND BULK SCHEDULE: I I O p T p . all Ele 27 .83 y � �� 0' it .1iZt F h ,f',. Balcony I P' _,.,6:. . • n ' _: 'v G 3 i Overhang I I e? :q 3 Meta+ - n ZONE - T-5 NEIGHBORHOOD CENTER 3 . ` ang e Z :: Metet � -> or ver]lang m v Ov •I an G er O = , I +J 83.11 . 9 s I � I~ 6 1-"I U a .. a_ y G) 4 C n N 2 e :' ' .z a t MANDATORY STANDARDS. Q is . ( . r m " a o s n - AG I, . T GT 1� O : . MINIMUM 70 / BUILD -OUT ALONG FRONTAGE 6 ca. 46 Sign o G I 1 � c a# moo-., a# c ,b. W F 4": C In E _ .1 : 05 � � Concrete: Pad r, cn BUILD -TO DISTANCE FROM FRONT LOT LINE - 0 FT. TO 12 FT. I N > Iy - � { ) G� Ike Y r -U_� o 3 ®� I .` O- c Q I_ a) I .� i•a .� 3� "G N 15 t3 S n 0 N r O - I I O g R ck a SIDE M, . M . a C S SETBACK - 0 FT. a_ cn •- p C� ( c� o_ © I O +' c sr I I 'V�. �r>ya�,��.��' � GT � `L ;,�` C Pa ing" �/ :a \: \':.: � `�-�` Roof ...� u �; o SETBACK - 0 FT. I c� r a) r- o o a-_ sT ST .- -'sTM -o 3i S. �a. y �a `�,\ �L,�` \ l Overhang o m 2- REAR 3 Roof x . -o . E -o - I .v. o. e 4 ` C KK�9\ y , . l 0 BUILDING HEIGHT - 50' MAXIMUM I d ,- o c a I z 5 sr 3 � \ t ° (r .) I. Overhang �, S or . s s G . s 811 11 " o O v > sr G e Sign Curb Cut (Typ.) Planter e z O 11 I U �Sto m MH In pect'i n ao 87 Tee J o Light Pole PARKING REQUIREMENTS AS PER NOTE 6: 3 I AG (O ° cn Port o , a \ <r Q / "No Parking" Area ro g n C� I .I Rim' - 283.41 ow 3sr I o W O O . v GB � -0 �.. c° 7s„ tx ya u- v c I D © -n N ( 0 24'' .CPP I'nv: (NW) = 274.58 ' .TF = 283.69 ( 'N o I I M \ sr CA F St TOTAL = 135 PARKING SPACES � o ° i 10":CPP Inv. SE ``i @ p � E N 3 I 'a (n I Q I : (. ) - .276.16 24" CPP Inv. (SW) _. 275.51 v oo t ; 3 \ sr®0 °� / 7 m 54 DWELLING UNIT X 1.5 = 81 PARKING SPACES c o s Balcony a> 18" CPP Inv. (SE) _: 277.89 - `° v Ooy 5 c m 0 o o V Y I ' r / AR \ 62 LF 12" CPP ® 0.44% 59 LF 12" CPP ® 0.71% E I N 1 PARKING SPACE PER 300 SQUARE FEET OF SALES AREA M _j ° 4a Overhang is I I' : . oa I. YD (1'.k1') s" CPP Inv. (SE) = 275.51: : Q,i �, '.' ° TF='282.65 ao o < `O (12,432 SQ. FT. / 300) = 41.44 PARKING SPACES, PLUS 1 0 0. 3 u, fV ° v. (: pP u 0 o I 3 sr - sT - ff s,6 . sr - sT h I' : �! ". CPP Inv.. .G w PARKING SPACE PER 2 EMPLOYEES (25 EMPLOYEES / 2 = 12.5 r a d I N < 00 I ' . o omrn n 77.35 4 1 .5% st I: , o~ " CB (1'x1') V AR AR AR AR - PARKING SPACES I. i o I I : ' a (1 x ). e5 V Z%' y` TF = 283.4 CB AR 12 AR y 3 o'4 CB 6"Dia I T = 2 2.43 t:' ®s / % 3 Rim = 282.91 w L I o > V c TF - 283.9 I : © AR I / '-�-�` oa 'nv.�Com4n = CB � o - I:. 6, .CPP Ihv = 277.51 CB e� ° 3 15" CPP Inv. ) Rim = 283.36 Rim = 283.43 Knox Box Cemmo = 2 7.43 r, Q AG(3) (S) = 277.55 12" CPP Inv. (NW) = 278. 6 12" CPP Inv. S 3 ~ 3 + Cross. Walk z1 A SMH U , , .� ' / ; 3 4" VC Inv. (W) = 277.53 (E) = 278.48 Legend: IF = 26&44 j� 1- : - - O LCL 12" CPP Inv. _ C . 1.A 1 a . I . 4 40 *LF Ys CPP.o} + a Prime Be wood � ( -�_ I ;_ e 20 LF 6" PVC MAGNS Magnetic Nail Set a, t CB s"Dia i I : c, ". o . a ®0.05% s g ^ Q� ` . t ,,x ° Roof S2� 8: %T / '+� t TF = 283.9 e' l 0 3 O 3 ,14^ Overhang CB 6"Dia I I I:. `°. � o ,�' ^f"L, ro Area - t. ^_ � � I .,.4 F ., TF = 283.9 ° I a ,} : �: '0 I 3.463 Acr s i MAGSS Magnetic Spike Set ' #' W CB 6"Dia .Cross Walk`s : $ Q �` ° i ° 3 ++ IV i r _4 4 ; I •ri I Roof Cri t, 1 ^� TF# 283.9 tt I I MH Tei� :.': AG 3) t o ' +' /0 aj. � o E o O 0 v CB (1'X1') a A Inst ent No. 201304688 CIRF Capped Iron Rod Found �` I Overhan �' `� O "" + 8 O I Rim.=283.0 :. r. S<. ^�° O o o TF - 283.5 Portion of of No. 1 7¢ _ o I g N au I W I L : YD . (.1'X1') ® . .O ✓`'k ° J O 6 ­CPP F 278. 5 (See aP a o. Ma 166.30-2 12 0 U I _ q N o r o TF . 282 3s , o /0 3 I.:. V cl 07F o AR 4i ° i p o © 12 2 N Sign E PP Inv. = 79.36 MAGNF Magnetic Nail Found I ►�+ I k' a co o, "� ) o ° a r a o o o AR a �" leq �o i. +I I I 3 No ❑ n GD Balcony o 0 2! h 112) ... o o AR AR 3 i AR #ARF AR Signs Overhon t� m d N of I I ��� paver ent ( I Conc. Pad with Transformer s Traffic Signal Box iJ g d `3 q �, o � � I patch n... �'"��. . Y Bollard (Typ.) 2 SMH U1 o N o t �� y1. 45` Bend With 3o Sin "Stop" / Rim 285.96 I _ Utility Pole r.a3 o N d p v a s to o I w w-w-w-w-ww w J I Thrust' Block; g P 76 LFt 8" DIP. 6" PVC Inv. - 282.51 CB IQ • O c 1 I / m SMH 3 8"X8"XS" SMH Patched SMH tl d � C _ I " S i! : Rim = 285.97 Asphalt Rim = 285.54 Bollard 0 IF = 270.59 ( ) E ngh`. °o Roof F Z Q, d ,* � -_ ^ I 5y /� U Rim - 285.69 Y i Tee (T } / Fire Hydrant a o I A � � L I / SMH 8"X6" Reducer 6" PVC Inv. = 283.18 6" PVC Inv. = 282.51 ZX, Y 12" CPP Inv. SW = 264.93 Sin --� Overhan 6" PVC Inv. - 2 9 WV "CDTA Bus .. N a� I 9lk � d o� II I Gross a. R m = 85.64 �° � � 97 LF 6" P C 13 o d D GT. g Walk SV O !, �) Water Valve TF = 269.92 Stop a L op.� F O I W .. 0 dO : sn m S sn s s° I o 0 0 o cj y P l � obi . G.T� �Q ` 19 W Irl57 F 6" VV s sn S 4 m e �� o� g" +a3 2.51 S CK `O, 12' CPP Inv = 267.82 0: � `C I 1 O} i ii ° � SM �`�' Water Shut Off W o F > `� I rD GT � 0oSMH R 2 5.57 SMH ° / o rn F Rim 285. 0 28 0 x ,. U � I . .00 . T :. 91 s�`'��o�'L'� .., M x Rime 2 .90 8" PVC I v. = 83.t8 Balcon t:,,:, 0 sv O IL 7 .: ce I ! , :Oonar�t ','ak Sewer Valve uA overran I , s 9 y.. s.. ., , r0 e TF = 269.93 SMH I _ _ Cb Traffic Si nal Box (_ .. .. _ a Electric Box Cons Pad With g 12 CPP Inv. (NW) = 265.03 TF = 270.14 F I ='3T -5T / sT -- SMH Sign ® Sanitary Manhole 15' CPP Inv. (NE) = 263.54 l Abandoned sT53 L T sr -� sr.' . sT -sT,' . sT' Rim 285.7 �15 LF 17 LF Handicapped Transformer Sewer Co. 11 CPPS I I .. 73 LF,70"' CPP 6» PVC H 22 LF 6" PVCJ 15 CPP Inv. SW = 263.59 sA s _ Y.' :. 6" PVC Inv. - 281.99 6" PVC Parking �17 LF 6" PVC 20' Wide ( ) WYE 4 PVC Inv. 267.29 I o 3 / Sign Storm Manhole ' 92 -LF 6" PVC i B-PA' I �. SMH Conc. Utility Easement 7 LF 12" CPP I ® 39.86% Rim = 285.64 s I : ( Buildin Curb ti, Instrument No. See S2 -Detail 1 <..':,, CB I I :2 . :3 .• I 6" PVC Inv. (NW) = 281.08 One -Story Building g ^?/ 2014037086 Y 9 Haiht=39 ' Catch Basins a s TF = 283.21 I 6"Pve Inv. NE Area = 19,957 S Ft. 9 8 I = 281.25 9• ^ Rim = 299.49 ❑ o'I 10" CPP Inv. (NW) = 279.18 Lam'. -. _ . 6" PVC Inv. (SE) = 281.20 Al -.-.�. I r` ; - 8" CPP Inv (SE) = 279.16 ' 3 I 6' PVC Inv. (SW) = 285.64 4p 12" DIP Inv. (NW)=291.99 - Concrete Wheel Stop - NN I - ` . + .; GD 18" CPP Inv. (NW) = 279.14 �` a: 4I 46 Marion Ave �° 12 DIP Inv. (SE) = 291.86 1 I �/ lin -f-) O a) P4�.s U) �'`'� U . Z, M a- Z CERTIFICATION: I, DOUGLA5 B. HELLER, KEG15TEKED PKOFE5510NAL ENGINEER NO. 091 339, IN THE STATE OF NEW YORK WA5 RETAINED TO UNDERTAKE PERIODIC IN5PECTION5 AND HEREBY CERTIFY THAT THE IMPROVEMENTS H WN ON TH15 DRAWING HAVE BEEN COMPLETED I S O RA L N CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS OR ANY AUTHORIZED CHANGE5, AND SHOW THE ACTUAL FACILITIES AND INFRASTRUCTURE A5 THEY WERE INSTALLED IN THE FIELD. ° Bollard J r Sign , CB s"Dia µ ® x� . $ I (Occu led b "Smashbur er," P Y See S2 - Detail 1 �O r S o ' Ike Lane End" `3`' n£E`*:" Balcon IF = 284.0 I H:. �' I 9 Comp Iment t0 t e Chef," Concrete Pad With Utility Box Site Lighting g g y O 3I 1: r: ' y 0ierhan g Auto See 52 - Detail 2 n - - '.i , <;.: ,, _, h , 03 . _ "Gennlarro'ssPizzahParlor," "City Easement -�0 oea/ Traffic Light g Sign i Ornamental Street Lighting Sign "Bus Stop 4 '1 9 �. ': Sprinkler - Roof I CB 6"Dia • •. o v o o ,<. "' ' 0 0 o p r 0 0 ; I', �: _ Nail and Spa,' "Curtain and Carpet Concept,' "Kru ") 20 Wide Utility Easement Instrument No. 2019002590 ante ( PArea r Utility Pole e Light Easement Instrument No. SignsS� "30 Overhan 9 2019002590 TF = 284.0 Sin 9 " o d c CK and Coffee Instrument No. Bement 1 (Ea #) MA j " Pole Street Lighting Sign MPH" & 0 "'h HC Parking ,I o 3 I U 2014037086 �, F �/ ­I Stop Stop' afa tgo , B Buildin Haight=�41.9' (Easement #2) Planter Sign I i J > Electric COS L L Tree „; Sin g "Use Crosswalk" a 3 J UA \ Planter Area Building g Overhan 9 Balcon Y 54' of 6" DIP Overhan 9 Water Service Area ; .: vFlood -" Ligh •" ,..:., Stop Bar :: '3 SI St a �' .: :. \ Box � .......: Guy Anchor ''.: 1. : - ,. ,. ,77.1 .... ......... ......... - �� / :. o t� Sign SignaTraffl 141 t I Cross Wall W w 9n °P _ ..n': ....... L -: ... :v .; .. .. CB x MAtYd �. C al Link k Fence.�.,:.. �'�'' " " Chain n 3 , z TF _ .... s :. lxele h. n .. , _, : �•y 2 2.32 ..... 0 , . eed S•] 4`11J 00 x 31 0 ; :: ... 12' CPP Inv. NW = 267.91 n 3 �� 14 GOWUIT PATH (PER FOREMAN ( ) 9 ' GD E E E UA Aluminum Fence 15" CPP Inv. (SW) = 265.97 11�; j ❑ 3 (Access td 37 =rUA , f- GD sr --- sT 8T - sr 3 „Stop . GD UA 40144i ref!t ✓�; . _ 61 LF 12" GPP s ST ST ST sT ST T sT „ T T - S, ST - 5T ST ST ST - ST . ST - sT GU UA GD UA j Concrete Curb -a Wood Guard ROII ®4.749I w LF 12 W ®4.2sS% 8 �"`^ i�/t W -W -W -W W'-W -„W -W -W -•NW-W-,y-W W-yy-W-W -W W -\+�W W -w -W-W -W -Wr-W w-W -W -W -W -W-W W-W -W -W/W �QW -W W - _ �Giarion Avenue s 45° Bend 8"XS"X6" 8 DIP. X8 (See Map Reference No. 8�" a _With Thrust Block Tee Tee With Thrust Tee 2 U ; , ree Detectable Warning Surface with Thrust Block N �� - - - - - - 11.25° Bend SMH 34 LF 8 DIP 10" PVC ci \ �' 378 LF ®4.57% See Note No. 4) N \ 12" DIP 136 LF 12" DIP ®4.56% - - - < TF = 271.30 ®1,44% S sa n sn sn sn sn sa� sn sr. sn s4 s4 sn sa s4 sn sa sn sn sn--&.-- sn sn sA sn �u�- sa sn S 8" CIP Inv. (NW) = 258.77 �f S 3 ; /SMH Concrete Surface 18" PVC Inv. NE = 258.87 S ( ) � SMH Rim = 294.31 18" PVC Inv. (SW) = 258.76 TF - 273.05 12" DIP Inv. (NW) = 289.19 12" DIP Inv. SE = 289.12 Stone Area SMH °` "" "" ( ) TF = 272.81 "Easement Parcel" 10" PVC Inv. (NW) = 265.63 (Instrument No. 2013046879) 10" PVC Inv. (NE) = 259.48 8" CIP Inv. (SE) = 259.26 IRP Drainage Easement FTqDrainage Easement CB IF = 285.16 HYDRANT FLUSHING NOTE: TCFB = 285.40 12" CPP Inv. (NE) = 281.26 Utility Pole CB 12" CPP Inv. (SW) = 282.15 12" CPP Inv. (SE) = 281.63 SMH Concrete Curb IF = 274.30 1.) OWNER SHALL PROVIDE YEARLY FLUSHING 4" PVC Inv. (SW) = 282.41 Rim = 288.28 OF ON -SITE FIRE HYDRANT PER CITY OF 12" DIP Inv. (NW) = 282.92 12" CPP Inv. (NW) = 270.80 SARATOGA SPRINGS REQUIREMENTS 12" DIP Inv. (SE)=282,92 4" CPP Inv. (NW) = 271.54 12" CPP Inv. (SE) 270.80 166.30-2-13 GGJ J w XW.Ik­ Cross - ConcretWalk Post Da tt um NGVD 29 DOUGLA5 B. HELLER, P.E. NY5 LIC. NO. 09 1330 PLANTING CERTIFICATION: THE EX15TING PLANTING MEET5 OR EXCEED5 THE PLANTING PLAN SHOWN ON THE APPROVED PLANS. ,�e� /, AVID R. CA R, R., R.L.A. 5 LIC. NO. 001 20G NOTES: 1.) A COMMITMENT FOR TTPLE INSURANCE WITH AN EFFECTIVE DATE OF NOVEMBER, 2016, BEARING TITLE NO. 1606585R, BY NORTHWAY TITLE AGENCY, INC. FOR FIRST AMERICAN TITLE INSURANCE COMPANY WAS PROVIDED BY NORTHWAY TITLE AGENCY, INC. 2.) PARCEL IS SUBJECT TO EASEMENTS OF RECORD. 3.) UNDERGROUND UTILITY INFORMATION (E.G., PIPE SLOPES, INVERTS, RIM ELEVATIONS, ETC.) ARE PROVIDED AT SUE (SUBSURFACE UTILITY ENGINEERING) QUALITY LEVEL D. 4.) MAP REFERENCE NO. 8, NOTE NO. 1 STATES, "BOUNDARY LINE AND PLANIMETRIC INFORMATION SHOWN HERON WAS OBTAINED FROM A MAP TITLED'MAP OF SURVEY, SUBDIVISION OF LANDS OF BEECHWOOD ASSOCIATES / SARATOGA, LLC, CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATES OF NEW YORK', PREPARED BY BOSWELL ENGINEERING, DATED FEBRUARY 14, 2013 AND DOES NOT CONSTITUTE A BOUNDARY LINE SURVEY PERFORMED BY ADVANCE ENGINEERING & SURVEYING, PLLC." CONVEYANCES OF RECORD (E.G. DRAINAGE EASEMENTS, INGRESS / EGRESS EASEMENTS, ETC.) REFER TO AND WERE ESTABLISH FROM MAP REFERENCE NO. 8. THOUGH THE DIMENSIONS FROM SAID MAP CREATE APPARENT MATHEMATICAL GORES AND OVERLAPS BETWEEN THE DIFFERING BOUNDARIES, THE EASEMENT PATENTLY STATES THAT RIGHTS ARE TO THE RIGHT-OF-WAY LINES AND ARE THEREFORE SHOWN AS BEING CONTIGUOUS WITH THE OVERALL PARCEL BOUNDARIES. MAP REFERENCE NO. 8 WAS USED TO ESTABLISH THE NORTH -SOUTH POSITION OF LOT 1 AND LOT 2 AND FOR THE NORTH -SOUTH POSITION OF DRAINAGE EASEMENTS. MAP REFERENCE NO. 3 WAS USED TO ESTABLISH THE OVERALL PROPERTY BOUNDARIES. 5.) FIELD LOCATIONS FOR TAX MAP NO. 166.30-2-12 WERE PREFORMED IN AUGUST, 2015. LOCATIONS FOR 166.30-2-13 WERE PERFORMED IN SEPTEMBER, 2016. 6.) ZONING INFORMATION OBTAINED FROM A FINAL ZONING COMPLIANCE REPORT ENTITLED, "THE HAMLET SARATOGA, 56 MARION AVENUE," DATED NOVEMBER 14, 2016, AND PREPARED BY GLOBAL ZONING. AS JOB NO. GZ 2040. 7.) THERE ARE A TOTAL OF 103 PARKING SPACES ON THE SURVEYED PARCEL(25 EXTERIOR PARKING SPACES [I RESERVED AND 24 REGULAR] AND 78 BELOW GRADE PARKING SPACES [2 RESERVED AND 76 REGULAR]). IN "EASEMENT PARCEL" (INSTRUMENT NO.2013046879) THERE ARE 25 SPACES (25 REGULAR) AVAILABLE TO THE SURVEYED PARCEL PER A SUPPLEMENTAL DECLARATION DATED SEPTEMBER, 2016. THERE ARE A TOTAL OF 11 ON -STREET PARKING SPACES. THE SURVEYED PARCEL HAS DIRECT ACCESS TO 139 PARKING SPACES. 8.) THERE ARE NO KNOWN PLOTTABLE OFFSITE EASEMENTS APPURTENANT TO THE SUBJECT PROPERTY EXCEPT FOR THE EASEMENT DESCRIBED IN INSTRUMENT #2013046879 AND THE SUPPLEMENTAL DECLARATION DATED NOVEMBER 14, 2016 AND TO BE DULY RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE. 5 S!r? 7-;4 ��_ I�J_j r_ (n O Z � I- W W - W IY W �, . W � O PZ Imo- >_ i I' �- O 0:� U U w j 4U I I Q Q J Ld O_ O_ v I J U (/ J � R ice- � W W s � Zi fY IY z IZI 1:�,\`�,\ L'i N to O M O N N \ d O .- �- O O <t N Z 1W 14 O I or z O 0 O il-4 � Q) 0 O 17� C� C � ® '"I �y g 0 bV O O Z � � po 0 �y ,"�i ^6 ^ e® e 1!y cd U)_4 ^ O 5 4 � � A M Cn Q � � • 4 -t-) � Q% f `Q () 40 Imo', C4 �+ �"�i W ®+�1 , Q ^I w 44 in C O �*.) � .� od Q" M w O U -�$ ¢ 0¢ N J, o; a. < izrc w.­w?¢ oz w° r,>s $3>zozoiii oggaF$ , 8. w° O o w p Jo000 i,af of z w v a jooiep U(naax"' oo $ o , H¢ N N m a m o 3 0 o¢ W u ozo $€ p3� m�� Fir x 3 N- ° z a w a¢ o ¢m Fo o z> s xz ' Uo ii E S > 0 ¢ 1-1 III T �Lfol_4_ � , ,�,_, k a , 7'a• n �. 4f c '` c' 9v bill, .. h' C) O N uO M .-A LO 0- Z tj9 � 0 0)t4 U Xrn jLj f,. O �' M O v O V) 'O 0 it I- I� ad CD 1 IN cz P- =is CID _41iJ -, Date: September 22, 2016 Scale: 1 "=30' AB-1 SHEET 1 OF 2 Prime Beechwood D2144 DWG, NO. 03-146/15-024 CO . r `� I O M r� W MAP REFERENCES: 1.) MAP ENTITLED, "SURVEY OF LANDS OF EAST AVE. PROPERTIES, LLC," DATED MARCH 25, 1999, LAST REVISED O NOVEMBER 02, 2005, AND MADE BY TOMMELL & ASSOCIATES. 2.) MAP ENTITLED, "MAP OF A SUBDIVISION PLAN MADE FOR MARION GROUP, LLC," DATED DECEMBER 19, 2003, LAST REVISED ON FEBRUARY 05 2004 MADE BY VAN DUSEN & STEVES LAND SURVEYORS, AND FILED IN THE SARATOGA CLERK'S OFFICE ON APRIL 07, 2006 AS MAP NO. M-720. 3.) MAP ENTITLED, "MAP OF A SUBDIVISION PLAN MADE FOR MARION GROUP, LLC," DATED DECEMBER 19, 2003, LAST REVISED ON FEBRUARY 05, 2004, MADE BY VAN DUSEN & STEVES LAND SURVEYORS, AND FILED IN THE SARATOGA CLERK'S OFFICE ON JULY 25, 2006 AS MAP NO. M-729A (NOTED AS BEING AN AMENDMENT TO PREVIOUSLY FILED MAP M-720, MAP REFERENCE NO. 2). 4.) MAP ENTITLED, "SURVEY OF LANDS OF DAVID J. ARMSTRONG BOOK 1494 OF DEEDS, PAGE 308," DATED FEBRUARY 27, 2006, LAST REVISED ON APRIL 5, 2006, AND MADE BY TOMMELL & ASSOCIATES. 5.) MAP ENTITLED, "AS -BUILT SURVEY OF LANDS OF EAST AVE. PROPERTIES, LLC" DATED DECEMBER 11, 2006, LAST REVISED ON DUNE 20, 2007 AND MADE BY TOMMELL & ASSOCIATES. 6.) MAP ENTITLED, "MAP OF SURVEY LANDS OF BEECHWOOD ASSOCIATES/SARATOGA, LLC," DATED SEPTEMBER 26, 2012, AND MADE BY BOSWELL ENGINEERING. 7.) MAP ENTITLED, "MAP OF SURVEY LANDS OF 77 EXCELSIOR AVENUE, LLC," DATED NOVEMBER 15, 2012, AND MADE BY BOSWELL ENGINEERING. 8.) MAP ENTITLED, "LOT LINE ADJUSTMENT MAP OF LANDS OWNED BY BEECHWOOD ASSOCIATES/SARATOGA, LLC LOCATED AT MARION & EXCELSIOR AVENUE," DATED JUNE 11, 2013, LAST REVISED ON OCTOBER 11, 2013, MADE BY ADVANCE ENGINEERING & SURVEYING, PLLC, AND FILED IN SARATOGA COUNTY CLERK'S OFFICE ON OCTOBER 15, 2013 AS MAP NO. M2013213 (SEE NOTE NO 4). 9.) MAP ENTITLED, "BOUNDARY & TOPOGRAPHIC SURVEY MAP OF LANDS OWNED BY 77 EXCELSIOR, LLC LOCATED AT ST. NO. 77 EXCELSIOR AVENUE," DATED FEBRUARY 04, 2014 AND MADE BY ADVANCE ENGINEERING & SURVEYING, PLLC. 10.) MAP ENTITLED, "AS -BUILT LAND S OF PRIME BEECHWOOD LLC," DATED DECEMBER 16, 2014, AND MADE BY TOMMELL & ASSOCIATES. 11.) MAP ENTITLED, "ALTA/ACSM LAND TITLE SURVEY MADE FOR PRIME BEECHWOOD, LLC," DATED SEPTEMBER 03, 2015, AS LAST REVISED ON SEPTEMBER 10, 2015, AND MADE BY VAN DUSEN & STEVES LAND SURVEYORS. 12.) MAP ENTITLED, "ALTA/NSPS LAND TITLE SURVEY MADE FOR PRIME BEECHWOOD 2, LLC OF 56 MARION AVENUE," DATED SEPTEMBER 22, 2016, AS LAST REVISED ON NOVEMBER 11, 2016, AND MADE BY VAN DUSEN & STEVES LAND SURVEYORS. NOTES: 1.) A COMMITMENT FOR TITLE INSURANCE WITH AN EFFECTIVE DATE OF NOVEMBER, 2016, BEARING TITLE NO. 1606585R, BY NORTHWAY TITLE AGENCY, INC. FOR FIRST AMERICAN TITLE INSURANCE COMPANY WAS PROVIDED BY NORTHWAY TITLE AGENCY, INC. 2.) PARCEL IS SUBJECT TO EASEMENTS OF RECORD. 3.) UNDERGROUND UTILITY INFORMATION (E.G., PIPE SLOPES, INVERTS, RIM ELEVATIONS, ETC.) ARE PROVIDED AT SUE (SUBSURFACE UTILITY ENGINEERING) QUALITY LEVEL D. 4.) MAP REFERENCE NO. 8, NOTE NO. 1 STATES, "BOUNDARY LINE AND PLANIMETRIC INFORMATION SHOWN HERON WAS OBTAINED FROM A MAP TITLED'MAP OF SURVEY, SUBDIVISION OF LANDS OF BEECHWOOD ASSOCIATES / SARATOGA, LLC, CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATES OF NEW YORK, PREPARED BY BOSWELL ENGINEERING, DATED FEBRUARY 14, 2013 AND DOES NOT CONSTITUTE A BOUNDARY LINE SURVEY PERFORMED BY ADVANCE ENGINEERING & SURVEYING, PLLC." CONVEYANCES OF RECORD (E.G. DRAINAGE EASEMENTS, INGRESS / EGRESS EASEMENTS, ETC.) REFER TO AND WERE ESTABLISH FROM MAP REFERENCE NO. 8. THOUGH THE DIMENSIONS FROM SAID MAP CREATE APPARENT MATHEMATICAL GORES AND OVERLAPS BETWEEN THE DIFFERING BOUNDARIES, THE EASEMENT PATENTLY STATES THAT RIGHTS ARE TO THE RIGHT-OF-WAY LINES AND ARE THEREFORE SHOWN AS BEING CONTIGUOUS WITH THE OVERALL PARCEL BOUNDARIES. MAP REFERENCE NO. 8 WAS USED TO ESTABLISH THE NORTH -SOUTH POSITION OF LOT I AND LOT 2 AND FOR THE NORTH -SOUTH POSITION OF DRAINAGE EASEMENTS. MAP REFERENCE NO. 3 WAS USED TO ESTABLISH THE OVERALL PROPERTY BOUNDARIES. 5.) FIELD LOCATIONS FOR TAX MAP NO. 166.30-2-12 WERE PREFORMED IN AUGUST, 2015. LOCATIONS FOR 166.30-2-13 WERE PERFORMED IN SEPTEMBER, 2016. 6.) ZONING INFORMATION OBTAINED FROM A FINAL ZONING COMPLIANCE REPORT ENTITLED, "THE HAMLET SARATOGA, 56 MARION AVENUE," DATED NOVEMBER 14, 2016, AND PREPARED BY GLOBAL ZONING. AS JOB NO. GZ 2040. 7.) THERE ARE A TOTAL OF 103 PARKING SPACES ON THE SURVEYED PARCEL(25 EXTERIOR PARKING SPACES [1 RESERVED AND 24 REGULAR] AND 78 BELOW GRADE PARKING SPACES [2 RESERVED AND 76 REGULAR]). IN "EASEMENT PARCEL" (INSTRUMENT NO. 2013046879) THERE ARE 25 SPACES (25 REGULAR) AVAILABLE TO THE SURVEYED PARCEL PER A SUPPLEMENTAL DECLARATION DATED SEPTEMBER, 2016. THERE ARE A TOTAL OF 11 ON -STREET PARKING SPACES. THE SURVEYED PARCEL HAS DIRECT ACCESS TO 139 PARKING SPACES. 8.) THERE ARE NO KNOWN PLOTTABLE OFFSITE EASEMENTS APPURTENANT TO THE SUBJECT PROPERTY EXCEPT FOR THE EASEMENT DESCRIBED IN INSTRUMENT #P2013046879 AND THE SUPPLEMENTAL DECLARATION DATED NOVEMBER 14, 2016 AND -TO -HE DULY RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE. — GAS R�COR.0 ry SAP R•�'F �>p 2 Shaded Area Represents "Easement Parcel" (Instrument No. 2013046879) S76U949?4 N7eV 27f9E 25.78' N13SOY17Y 2QOD:' '1 .20' N13 OY1 RY 1f.95' I I N13SO4f 17. f8 S7,fVR (9{W _DEL Ems—' E E E of Utl�itEe= E� PTe� p,pproxim� Location E — s _ EG S E E__ TEL t S E F asemen Item 11) _;GAs GAS E S EE TEL N214f 521Y cAs . GA OAS GAS . GAs (peed GAS r ...� . GAS GAS I GAS . S32:i9' ' 39, GAS j1 L - N25i1s I • . 157.2?� rfyi.JF s%sr29a f _._._._._..—.a>.af R I MAGSS — o =6.5,31 tU 51531.E Bp.47 S76r2Y2.7Y i j. 7742?Y �' ..-20.0' o o 24.3' .� N/3f7487Y 96 8> — R 16T I. , �N=10.OD" o L f>9' N _ �-79�841" S22rfY3E 1Q10' wS1347;75E 29.20' S13%f7's�l E 2AG1�' N76r2Y9E � I � N . N1347f2YY ,�• ;f K, `' T. ¢ ' { 0.6' S76r2Y9?Y 5.21' Q L=11.93' n=687127" j W I e44. 4. 0' I j See Detail 3 .v l � I O 10.0' 24.0' I. N N j en I ( e ap R fe e: ee N 8) { j IIN T � I f 1 co 1 4.7' v Z3� m I aiv�i^ > a I I f J I co .2 jn X0 o o 0 I CID I Q > 14.0' I � { Shaded Area Represents. W I 12.9 "Easement Parcel" f N W � I (Instrument. No: 20.13046879) . M 10.0'cNn 2.8' 4.7' H 14.0' 1 N 0 N1347;W ,#, � I �i a M obi ci to E- C, o d obi N L -7.85' g. A x 9000220- j 5 ovi N d �x j O CO O a d M00 �I N 7.0 .� o o' 1 N 2.4' N I V. N a 2.4' .. co co 40.0' o..___. 0, / 2.4' f. m I I to 7.0' 7 24.3' 51347A8E I — f7. sC5 ~ I "� 7� A =Aono &v'ly j� 16.3' W See Detail 2 ids 16.0' O.T: iP=30.00' Vi A = Z55005 o � 40.0' 17.3' 6 27.0' 0 14.9' J 0 24.6' 6 15.2' . .. o - I S1f7/YSE ' f.�78' MAGNS MAGNS S14011'15"E 115.26' 58.7 N 0 9 One —Story Building Area = 19,957 Sq. Ft. 46 Marion Ave (Occupied by "Smashburger," "Compliments to the Chef," "Gennarro's Pizza Parlor," "City Nail and Spa," "Curtain and Carpet Concept," and "Kru Coffee") 58.7' o _._ 40.0' o (Deed ^- S14'10'00"E 319.70') S 14011'15" E 319.38' �\ Y" TEL —� 58.7' 58.7' 1 0 38.3' 0 N1JW:k2%Y 6.08' -- TEL 17.3' See Detail 1 A 17.3' N 38.3' J 0 MAGNF CIRF ^� r0c, t !` �,a ON 0�1 r0°' CIRF N co WI N O m CIRF CERTIFICATION: I, DOUGLAS B. HELLER, REGISTERED PROFESSIONAL ENGINEER NO. 091339, IN THE STATE OF NEW YORK WAS RETAINED TO UNDERTAKE PERIODIC INSPECTIONS AND HEREBY CERTIFY THAT THE IMPROVEMENTS SHOWN ON THI5 DRAWING HAVE BEEN COMPLETED IN CONFORMANCE WITH THE APPROVED DRAWINGS AND 5PECIFICATION5 OR ANY AUTHORIZED CHANGES, AND SHOW THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. DOU LA5 B. HELL , P.E. NY5 LIC. NO. 091 339 PLANTING CERTIFICATION: THE EXISTING PLANTING MEETS OR EXCEEDS THE PLANTING PLAN SHOWN ON THE APPROVED PLANS. V I D R. CA Ik R, JR., R. .A./115 LIC. NO. 001 20G 0 c .. ...... 3.0 ' S:69'02'07" E N 1 '50'45" W 3.66, 2.0 Area: of Aerial Easement :3. 1* Sq. Feet o� 0 5 S a c m GD Y O Detail 1 Instrument No. 2019002590 Easement #1 i GD I 2 BeWh I I � Balcony 3 3 Overhang iN N 74'28'37" E 7513 '02" E 70.08' I70.07' Auto I Sprinkler 3 as of Ae��µµal Easement I48. 9s ,. Feet \ I 3 3 Property Line Roof Overhang I S 74'20'36" E 7.39' Ben 15. 05 , N 74'28'37' E m soutnern corner Detail 2 Instrument No. 2019002590 Easement #2 ST ST ST 29 LF 4" PVC N 74'28'37" E 30.16' S 75'25'10" W 30. 15' of Overh Area of Aerial Easement Bench 7.5* Sq. Feet S 14'20'36" E 0.50, S 74'28'37" W 284 . 74 ' �._---- 0 AG C1 I Detail 3 Instrument No. 2019002590 Easement #3 Legend: MAGNS Magnetic Nail Set MAGSS Magnetic Spike Set CIRF Capped Iron Rod Found MAGNF Magnetic Nail Found n^n Signs Utility Pole Fire Hydrant Wv Water Valve Water Shut Off sv x Sewer Valve QS Sanitary Manhole © Storm Manhole 0 Catch Basins El ® Concrete Wheel Stop a Bollard 0 Light Pole Tree Chain Link Fence — — Aluminum Fence -a-- Wood Guard Rail Detectable Warning Surface Concrete Surface Stone Area EP Drainage Easement MDrainage Easement O z 0 o W O W or- W a c W ct O U U W > O U I I U Q Q Ld Ld _Ld O O W IU W W cr s K Zi 0) N CK) u N rn N N O O O z O z O 0 C^1 O � Fi•�� /--� D \,7 0 Lb 4 ry®y • � +, Q? M Q) icy � •Fr td ,;� � 40 O w O ..l U O COCQ 0 rrnn Vl � W ® W z v VLj W S� 0 O � r—i C06 /q 1 } Cr 4 V L v ` b 0 � rr` D I C\I! x P, Date: September 22, W% locaw r-o' AB SHEET 2 OF 2 Prime Beechwood D2144 DWG. NO. 03-146/15-024 166.30— 2-13