Documents › Planning Board, 2026-04-14

site plan 2 pages Scanned/OCR — text may contain errors

Also attached to this agenda item: 1396 MECCA Croton 10.10 - proposed floor plan Mindset 2015 Approved Resolution 370 S Riverside Ave Cannabis Memo 370 S. Riverside Attorney Letter 370 SRA Cannabis Application 370 South Riverside Ave Draft Resolution Cert of DB Mart Signed Correspondence Part 2 Correspondence Part 3 Correspondence Part 4 Correspondence Part 5 Correspondence Part 6

CONTRACTOR TO BUILD EXISTING PAVERS TO EXTERIOR LIGHTING SCHEDULE An srarecT BING naan REMAIN RAB & NANOLED LIGHTING - LIGHT FIXTURE SPECS AVAILABLE UPON REQUEST AND PART OF THE PROJECT MANUAL ye oro | fe /L FIXTURE LOCATION | 1 TO THE RIGHT OF ENTRANGE (3) ABOVE STORE SIGN ON MOUNTED AT 14' OFF GRADE TO DOOR, 1 ON WALL ON LEFT SOUTH RIVERSIDE AVE, (3) FACADE ON BENEDICT BLVD AT E N O RTH ZS & sivieabe: | ort 1 ON RENEE ON +/-14' 0.C. CENTERED AY PERPENDICULAR TO ENTRANCE x ; . Za NY Sf Sy a ~S ZN _y J a 1p | ( STRUCTUR fo. & ook YO» 0 Vy hs € %, ep o < frowns ei | a7 feae a RES "Gp 1 Z7 [TO NX | ‘ AZ / | A EEN, 3 ‘ a) | Al LT flees ge A “ta, | - AS NS é’ ~ WA ty @~ 4 | ZT O Fee re } Z_/ _—7O fo | WNGZ WATERLINE EXISTING RETAINING LT a / EN\\A WALL Fr 4 az NEW BOLLARD STORMWATER Y / Qe 7 Oca IONS FORCE MAIN x oe } Ei} ZN vo fA : » s eS PROP. 1-1/2 STORY < 6 ; Lor * a A.S : ~\s, “\ EUSTOMER pe >, ADDITION ON TOR... wv > @ = \\PARKING ar ee DECID | OF EXIST. 1-STORY St LOOSEN ee FORK) TO F 7 EXIST. x a STRUCTURE oral SB AS | DOWNS#O E aS KR my NX L ee — Ay a em > ES: DaMnsno SRE ” \ . 3n " " 3) MITSUBISHI COMRRESSERS lax LL | ON BRO NX ANOVA SL / YX 15" X6' LAT STEEL WELDED a PROPOSED 1-STORY ACCESSIBLE Jig JDO —— tac RON QS RECEPTACLE? 1 HANDICAPPED ACGESSIBLE 1 WELDED 10 EXIST. BOLLARD no : 7 ww a, 34 . : . SPACE WITH 8' ACCESS. AISLE V9) EXIST. BO , es a APARTMENT W/ FLAT ROOF - POSSIBR ) a : ey cz CUSTOMER, Se S Za WA bn | Mok GREEN MON ———— Zs rw, % E>, PARKING oe 6° C= MACHI “PROPOSED | | , om Hs = oa Af 7 LRN Kf ~ J % TOB OVED Sb 3 = Stpezs = ae PROPOSED 6'H TREX FENCING SS=>“9e} (SW Ky RRS, xe CESS Al o~ Xe {a 3 at it 3 | <7 Ge Qa Sao K ies x6 ; KO rit |_| 20 « ZIDF 'WOODLAND BROWN' eee Cm. ° Wa Gi, SAREE es /@ — awe wr p EXIST” DISCONNECTED R ae a1 . 5 0 \ _ _ LS), == Nc ee “OMPRESSOR BOX gw” | bof Eifel» a2 Ogz \ PROROSED DECIDUOUS TREE Ares YO eol\ REX OO eee <7, +O BE REMOV DS | | b i. HLOZe ZAIN a. ON \ PARKIN : 4 B MOVED “z | | | a fe ZING LA OBEY BS oe 4 w, 4 AY iF ° <bOS8 | UNDERGROUND Ww, Be Ose 1) if fa) = a Wo ! TOBE REMOVED AND RE-INSTALLED a ee \ Ser gs en ws & 'NO’PARKING' 8/STRIPING 9 ©. | | Fst: GRADE WE O C © TO THE LEFT AWAYEROM THE GATE | “3 YC Ser YS PAINTED ON PAVEMENT PER COD 7 —_ moma “0 | NA ow SOSH Tenant & a ra Qo ao celine mired T<tn>o % i, NG SEK Da ere Q PARKING <2» ‘NO PARKING ANYTIM= \v ~ TENANT PARKING SIGNAGE = NOTE: PROPOSED GARBAGE CONTAINER (EXISTINGY/» TS <6 TENANT | > SIGN x | rs > rl 42" X 78" X 3'H), (Ys CO eGo . , é e SIGN TO BE PLACED ON W/6' HNEENCED IN ENCLOSURE ONG : AREA OF WALK & PAVEMENT SY 7 QO. GARBAGE ENCLOSURE: TREX FENCING & GATENWOODLAND BROWN' XQ SA > TE HRKING ¢“/ TO BE Sr eT TO f OW uu 'NO PARKING TUES. & : [X& \ BASI FOR PaMER INS Won O CONSTRUCTION PHASE WILL ADHERE TO THE | ED. 6AM - 10AM PROPOSED RECYCLABLE CONTAINERS ENANT \\. DETAIL £ PAVERS TO BE FLUSH WITH 6) SWPPP, (STORM WATER POLUTION PREVENTION O ° (2)2 oe ere ane CAP.) ing \ SEL LOCkas EXISTING ASPHALT PAVEMENT A PLAN) CHAPTER 196,@RTICLE 1. StEraendbic x | STAMPED CS KWAY, USING ‘B.D. IN FIELD TO REMAIN, SEE DETAIL. © WILL BE ERECTED. TOP SOIL WILL HAVE 70 BE (a) 4 own 'SCOFIELD' CRROMIX COLORMADDITIVE. EXIST. TREEXCO | 7 MOVED TO ANOTHER LOCATION. THE PUBLIC LL —| > : (SG160-4 RED BRICK COLOR APPROVED IN /A¢ east DTOQALLOW nD ASrR MENTS INCL te S SIDEWALK WILL HAVE TO BE KEPT CLEAR OF WY)| A <2 | FIELD)MORE DETAILS IV PROJECT MANUA \ INSTALLATION OFNCULTEC’ See Ron CONE et & CONSTRUCTION DEBRIS AND PROTECTED AT ALL O|| Zaz CLOTHING BY SYSTEM eee MENT ~~ TIMES. THE FIRE DEPT. EASEMENT TO THE LEFT oO SEY 2 FE REMGVED cet EMeEM | O OF THE BUILDING MUST BE KEPT CLEAR OF O osu d > / ; 7 EQUIPMENT, MATERIAL, ETC. AT ALL TIMES. aid “Oo r Sy EXIST. BOLLARDS / nLEAR Av MAMeS prop. Locationor a}} OSes ve TO BE REMOVED ES CLEAR AT ALLIMES ; UNDERGROUND STORM zO0-9 AND MOST OF THEM WILL BE RE INSTALLED ee, WATER’SYSTEM BY OUSz2 SEE SITE PLAN LOCATION L 'CULTEC'. CALCULATION GENERAL NOTES: »~£8ae ON DETAIL SHEET S2. » Ee ANGO EXISTING SIGN e CONTRACTOR TO ERECT SCAFFOLDING : : = TO REMAIN 4 ole gee araaeiriaian AROUND THE STORE ENTRANCE AND 5 || <2m0 <p | a ae oe BLOCK 1 WALKWAY TO PROTECT AGAINST on SYSTEM. CONSTRUCTION DEBRIS, EQUIPMENT AND aIDEWA ° EXISTING BOLLARDS TO BE RELOCATED OR APPROVED seen OFI7-AS REMOVED, SEE SITE PLAN FOR DETAILS. Bidding: S IT E 2 LA N PLANNING BOARD o e PARTIAL EXISTING WALKWAY TO BE VILLAGE OF Croton-on-Hudson, NY REMOVED TO ALLOW FOR NEW PAVING. PLAN NUMBER: “ SCALE: 3/32" = 1'-0" / NOTE: SEE PAVING PATTERN FOR LOCATION, pare: 7/28/15 ALL INFORMATION TAKEN FROM CONOTIONS: (42.7 SURVEY PREPARED BY e ALL TENANT PARKING TO BE MARKED WITH EDWARD G. MIHALCZO, LAND SURVEYOR LLC SIGN DISPLAYING THE APT. NUMBER, SEE . DETAIL 24 BERKSHIRE RD YONKERS, NY 10710 e DOWNSPOUTS SHOWN ON PLAN TOGETHER . RESURVEY: MAY 12, 2014 WITH SCHEMATIC PIPING TO STORM WATER 7 ARCHITECT NOT RESPONSIBLE FOR SAME SYSTEM | | e CMU WALL ALONG BENEDICT AVE TO_B 1 FINISHED WITH STUCCQ@. CABLE TRELLIS TO BE MOUNTED BELOW BAY WINDOW FOR 2 OF 8 Q PLANTINGS a ft rex a co USI Ms Archifeciural Drawing Crown drip line or other limit of Tree Protection area. See Notes: ae omposite Fe Ne lin q &’ Height, 8’ Post Centers tree preservation plan for fence alignment. 1- See specifications for additional tree ee — : protection requirements. 2- If there is no existing irrigation, see EXISTING BUILDIING im__ff tren an a specifications for watering requirements. eo ee Go ee He letiay reeedeed fen eer canige chao: Gurar Ty Chonrponmes — BS" OL ee Me SET) 3- No pruning shall be performed except Yi, CONCRETE CURB MIN. 3"W X 3" D CHa he ; pew, oil }|}_--_-________—— a1" a by approved arborist UL | . To Be Oe Fad ei Fae! meee a = ~ : ALS AMP be Onaleu eal Tv 3° A" Past Ugs Facaiii — = : satis SAL, . as fg SE ED CONCKED aga ket coi WRU Gs | ¢ protective fencing including during fence Lh 2-1/2" - 3" ITEM #4 Si bor, ay son, i 75" 6 172 installation and removal. Shy we es GEOTEXTILE Poa ype Reh ST ene i Ti 74 1/8" Neo 5- See site preparation plan for any oe 72” es ‘al lg with the Tree Protection y os CONCRETE BASE Px 2ue Worsry Ken Gewery Fike". 8T ror, a me a LLL) IW WIRE WELDED FABRIC REBAR Tree Protection i, WITAC\Y (AS REQ'D.) vo siutha ttc yaaa? uber at a % fence: High density IN| JANI Bae Faber beosho Bo LOOP ser. i | _ NaN ae °) A : polyethylene fencing rege \ /{ \/ \ EL SEAL JOINT on) iy St OY) 2G < a with 3.5" x 1.5" OL, ‘| /\ iw Pee ike. of rt, iF ne ome] AS ys Bay / AL AST WY G75 rf r openings; Color- VY ( Fa . SAW CUT PAVEMENT ‘ bot a) a orange. Steel posts Hf a a ° Loo UT" Renacies Recessed By r ori \ Yo 3 ARES \ 2 OY >< <P 5m installed at 8" 0.c: “Lg SZ —a ae eee ale SEEN RAM Se sign J, 7 BOs \e) $ _— Wf . ee | ar | imee Ne ap cae 7 oN 3 af 2" x6 steel posts Bn |: A }| @y = AGGREGATE SUB-BASE | 809" Leestier Wood Seno ws a he — —— pnsiopiees Bo ye SN S Oo'S peices | a oe ee —— <i A ey Se Sbiascessseeseseusezsersseresseseaceceesese/isessssessscesssseseseecsscezeseesesssssseessece " thic! i) iS Eee aaa Cae SaaS Seema Ss |S r a fe along the HEE ibbeinadssisineasindnaesnsaneatentsaneaieresseansttantantestesey } f mulch. iy : J Fa E ie aE fence. tesa oF ili Yo 2 COMPACTED SOIL SUBGRADE ‘ by se] Al Sie b annua (SEGUAGORUAGLEBEGIRGRGSEUDCRESEESEROEE Hee eee ; == / Ss a SEECEEE iersSScstaacass SSSSRESESECSEEEESESETTTSeTSTTETETeeeeTeSeeceee intain existi S= 30" min. fay ie | a & ‘ BERLE scoesncanssorense tHREEEETEIT Hee EEE TaSEEETTTae TEEeETTaMenETG cade wnat CONCRETE WALKWAY TO BE PITCH] ——— 1 va" as FB ai vegan et viESr = & EE ae SE BS ERS Ts DANAE RAO RAO OO = protection fence AWAY FROM BUILDING ai Sts “4 if i - ae = ; E = Ss ; rT KX 5 SN : A a ae —_ — y= OG PIA zi AS _ p —_ si Lary ail a St _ anne EEN SSS ) SIE BEES cated on ve | | | t : - Ss 12° typ : LS . = \ SS Ss plans. | 3 Y AX) NOTES: : a " es . 1. BASE THICKNESS AND REINFORCING VARIES WITH | Bf4 1a" Neersoniice Z TRAFFIC, CLIMATE, AND SUBGRADE CONDITIONS. . | oe | ——— 2. CONCRETE BASE MINIMUM 2% SLOPE FROM CENTERLINE - | TO CURB. - (i. stony abeurmiorie 3. DO NOT USE DRAIN HOLES TO SUBGRADE WHEN WATER Tan OPEN SOURCE FREE TO USE TABLE IS LESS THAN 2" FROM TOP OF SUBGRADE. DRAIN ne ae TO CATCH BASIN. Wey is Seah aed T . SECTION THROUGH WALKWAY / PARKING LOT wn. IrexFencing.com ©2014 Trex® Fencing olssi4 ee) 1-0” O oO) aww eo) WOVEN WIRE FENCE SYMBOL WV) +4 | | a rn ea ma 10’ MAX. C, TO C, SPACING) Tae ea ee ‘ ee TT ie a a Anus A ‘ P ate ta eh PO se ee : - EEE Se ps 36’ MIN, LENGTH FENCE Q : — 4 eee . erase ET POSTS DRIVEN MIN. 16° sg UO oe Z l : gi = fal ag rez Sac UISIO =i ae Siandara Gaie SPECIFYING ENGINEER iS RESPONSIBLE FOR. CONCRETE POLE EEE LANGE 26 [661] 22 Seg ee See ncaa eaalen — > a = re 2 . ‘ B ~~ APPLICATION AND LOCAL CODES POU ULGR ELUNE EE Ct RSS SS Ee Ear HercHT oF FILTER ee | an i j _ eee specications FB, | mi TRS Se = 16" MIN, a is <z . : © DOS! = ee Zl AT v wre OAR Re as Saige | ee '@) z= a . - aE pe Z 26 [661 4 [102] be ahha WM ee May ee HET Jor van nitOs 3 Mh a We ee CZ | } | i MIN a y wyvury vy ev 6 5 <= 4 A | 23 [590] PERSPECTIVE VIEW <x ON : | ZZZZZZ | 24: 613 | ] - @, | - aa es 3 tense! - MIN, FENCE POST LU fo = C fy - | “3| FR a he ag wo , _ A ree vf 1/2 GAUGE W/ MAX. 6" MESH Y) 4p ot oe - cate the a _ ‘S., | a a SPACING) WITH FILTER CLOTH aan _| tu O nal O + ———d : vd View “i a ete i F oo “hy | . 4 =—_ ¥ : — | 1 H 77/18" [10mm] HOLE DIAMETER = os 244 [631] | =e UNDISTURBED GROUND aaa a & ln > Dy a eRe a Parking SPACED AT 1” [25mm] 0.C. 4 He cONPaCTED SOIL <[ | | po Onl A ase ee EMBED FILTER CLOTH 16°MIN. 1 ; i y “Vy a ny A MIN. OF 6° IN GROUND. a. — . | | ; ‘tien pa | a J | || ° — 4 Tioal) CONSTRUCTION SPECIFICATIONS Q) i | ° o—_ MIN 1, WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 1) ; 5 5 Ee : OR STAPLES, POSTS SHALL BE STEEL EITHER ’T’ OR “U’ TYPE OR HARDWOOD, LLJ al ’ wegen ok ' 6 N, & 2, FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE ie 2 | eS & - ite) FE ° = | | : : . dealt S, CATCH BASIN DETAIL FENCE SHALL BE WOVEN WIRE, Ie 1/2 GAUGE, 6” HAXIMIM MESH GPENING [- Oo i ' oO : Kite © ° ws. 0. ee 3. WHEN T F a | aq 1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM NTS LAPPED BY SIX INCHES AND FOLDED, FILTER CLIN SHALE BE TINEA EIPeES ce Op) N t i o 0.105 U.S.S. GAUGE ASTM A—366 COLD ROLLED CARBON MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. , Te) | | = STEEL. THE SQUARE TUBES SHALL BE WELDED DIRECTLY IN 4, PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. Q) oO | i | ' E i i THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR S. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN ee al a i © H H EQUAL. THE POSTS SHALL BE EXTERNALLY SCARFED TO "BULGES’ DEVELOP IN THE SILT FENCE. LL] —! > > f io. a? be ‘na STD. CORNER RADII OF 5/32” [4mm] TO 1/64” ATU DEPARTMENT. OF AGRICULTURE VW) Lu <x = ee a pee. nail a Se —_——_—=—<———— rr po HY EXPANSION 3mm]. NT AL CO SILT FENCE ae toe 7 | | | | ae EXPANSION = CALCULATION BASED ON 100 YEAR STORM, 1 HOUR - Nee an State Sane UATeR CeeevAT an SER ETN O - Zaz Az gunge? pavarked ree para | < e AE ee TEEN neni 7 -Hic if. = * IN CONCRETE 2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO - | t — = or ':: a: AREAS. ASTM A—525. COATING DESIGNATION G—90. wafeace IN CROTON-ON HUDSON AVERAGED AS 3 | Q. P a = 7) a E ee: ore 8 fs aS 3. ALL HARDWARE SHALL CONFORM TO ASTM A~307 CLASS A. O ie Swi = pas rH ° ut | = <s 5 HH © ms 4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM nu § ~ Ost E =, HH © HH A-153 OR CADMIUM PLATED TO CONFORM TO ASTM A~165. ‘ ©. 1-800-4-CULTEC ae O ax > | R HH © HA. } Founder of Plastic Chamber Techndlogy. "=~ Cistservice@cuitec.com er O « All gate hardwore ond fasteners ore stainless steel and =e = Lo HoH 5. ALL CONCRETE SHALL BE 2500 PSI. Stormwater and Septic Solutions © we, ral 2 5pwews. > O EC == 7 4” 2 oe ae ‘ A : — > i ciabieealciaidl ui oS ee 5 freind "HS H.. ¢. NOTES: CULTEC Since 1986 : eee _ O 5 5 Scent rer cmc ail! ©, PERFORATED POST Heo 1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4°x1 3/4” . : : = eee ee 5 = NONE « Gaps between gate edges and post faces exist to : =i ; . HO a STARTER SIGN POST. STARTER SIGN POST SHALL BE Prepared For: Project Information: Engineer: | Calculations Performed By: v EF ANGO allow dle for hardware , 1 3/4"x1 3/4 H Hg = REMOVED AFTER CONCRETE HAS SET AND EXPOSED SQUARE Abby Razghandy Abby's Deli Heike A. Schneider Heke A. Schneider : r= & a> =) Oo WW eoTonce Tor ‘ i [40x40mm] Ho HE oa & TUBING WRAPPED AND SEALED WITH DUCT TAPE. Kusso Corporation 370 S Riverside Ave HS-Architecture HS-Architecture : i: oO qv a (6) “ae PERFORATED POST HoH Oi By 370 South Riverside Ave Croton-on-Hudson 515 Croton Hei ; ea © Pa | a , ; : HoH. oa. &, 2 [Croton-on-Hudson ghts Road | 515 Croton He ’ = « Latches are lockable from both sides: hinges adjustby = i He Hf ‘ 2. FOUNDATION LOCATED 1’ FROM EDGE OF PAVEMENT. GrotbreBnea ld86a 3 anaes Baa bonis | S15 Cio ‘ets Bie : a E fuming twa bolts. | | hi 2"«2" [S0x5omm] fo HO 3, FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING. 10520 State 10598) NY] i598 . DE _ PERFORATED POST HoH gs 845 642 0441 Date: July 02, 2045 914 962 2119 | 914,962,2119 a es Date: 07-08-15 « Standard heights are 4° ond 8" tall. Custom widths can saan: pF oH 4 BGT CONOR ONS Stag Bs FERPENDIESLNS VO Ide Feu 914 962 2119 el | 914 962 2119 ae be accommodated. + : at : . | abbbyr@optonline.net _ : heike@hs-architecture.com. * heike@hs-architecture.com Big Revision: 07-16-15 . Peet BO, 5. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3” prea ar ea pesados sae 07-28-15 « Excellent sclution for dumpster and ufility enclosures. x “,s gt GALVANIZED. Ta —— [ERS | —_ Chamber Specifications idding ; : ee _ nelg i i 30:5) inches = E a a 6. REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THIS Select Model Recharacras BSASMSESSES mers ne : oe . a ee ie SHEET FOR INSTALLATION LOCATION. igs heetahe — SOs AAA | wate 52.00 _inches eee eee eee BANS Length 6.50 ja a: olbe: Cee ee Ue a Stone Porosit 40.0% s . t : an fet ere 1% a ee ew OO [200mm] Banderct li J =" ETT Bw se Installed Length 7.00 feet . Tipe | oo foo | ie : be umber of Header Systems + Bare Chamber Volume =—S—=~SD.'I4-cU. Te ie at pene i | ro ae: ES | ears 6 |i . i g tae . : cu. feet +? a . | tea || oem, a ae ro. . SIGN POST DETAIL SQUARE TUBE FOUNDATION oe pest svete Phembar 2 Jrenes , | installed Chamber Volume 79.26 cu. feet - ihe [awe : pr i. ‘ an =i ef i aay ay i NTS F q Image for visual reference only. May not reflect selected model. ; : oe eH ile Workable Bed Depth 7.00 Jeet 7 Bea Depth A Pos _ pce eee ae fo Peewee | ae Max. Bed Width 20.00 __|feet Re Bed Width | [<a Ee: ee CT eee Storage Volume Required 660.00 fi a > ees panera ees a 6.00 feet ppniiecaas i ree ee ee a. 9 — aul ' Storage Volume Prowded 858.51 "Gu feet i Materials List Shondard gale (same End Cop Hinge Handle: aad Galvanized Sieel Recharger 330XLHD_ Stormwater System by CULTEC, Inc. ; q | hoot: both sides) Laren Post insert | _ Approx. Unit Count - not for construction oo _pleces ‘ ___ HVLVFC-24 Feed Connector A plecee . _fotual Number ofChambers Required = 9 pieces iH CULTEC No.410™ Filter Fabric 130.88 sq. yards 2 wureTearencing.com ATF.7OO.ATa? @ 2014 Tres Fencing eee ee ____ Slater Chambers 3. pieces S CULTEC No. 20L Polyethylene Uiner 3200 fect , ois = Ese EE CHGS SEES Sione 32.70 cu yards : ag ae En ambers a) pieces. 3 OF 9 . ———'-e 5)