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Home My WebLink About20200796 Leafarc Site Plan Plans As-ApprovedRim = 28C5,56 2 A55 in, 5outn = 26: .6 2" •'VG In . ,Nest = 4E .5 H II 1° II LI II II Il II II II II II II II II II �I II II II II II II II li II !I II II II !! II I I 11 II II I{ II II II II II II II II 11 II II II II it II II II II II II II II II II li II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II {I II II II I I I! II II ilk II III V II III � II III I I �,II II III III II III I I w II III II II II II II II I{ II II II II II I! II II II II II II II II II II II II II !I II II II II LI II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II .mot I I I I I II II 11 II II II II II I XXXXXXXXXXXXx< SAWCUT REMOVE ITEM REMOVE PAVEMENT SITE STATISTICS TAX ID / PARCEL NUMBER: 165.68-1-48, 1 5.68-1-47.1, 165.68-1-51 & 165.68-1-53 PARCEL SIZE: 0.459 AC ZONING: TR-5 TRANSEC � ZONE - NEIGHBORHOOD CENTER ZONING REQUIREMENTS: REQUIRED PROVIDED VARIANCE FRONT SETBACK 0'-12' (53) 9.11, 7.88 -(63) 9.75 SIDE SETBACK 0' (53) NA - (63) 6.91, 24.01 REAR SETBACK 0' (53) 0 - (63) 63.76 MINIMUM BUILD OUT 70% 61.6% 8.4% PEs�t Zo z oo4Z;1W 7 � 9� 13 2-1 21 10 5 0 2 4 6 810 Scale: 1" = 10' C11 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Peace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518- 587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. cC the LA Group 2017 Prepared for. Leafarc Inc. 352 Burgoyne Road Saratoga Springs, NY 12866 Project Title: 63 Spring Street Site Development • Spring iaratoga Springs, NY 12861 Project No.: 2018042 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 1/7/2021 Scale: 1"-10' Rev: Description: Date: Drawing Title Site Plan Modification Demo Plan Drawing No, MATCH EXISTING FENCE ASPHALT PAVEMENT. TYP. 12" HDPE STORM LINE MEET EXISTING PAVEMENT Sp j SMOOTH AND FLUSH FLUSH CONCRETE CURB(= ACCESSIBLE eSPIN PARKING LAYOUT MEET EXISTING RAMP SMOOTH AND FLUSH CB Rim = 285.9 2" ADS inv. South = 28.5 2.' PVC Inv. West: = 2[� .5 H T coul— w � co o� 0 c - h i a a o � p N co S 19025'09" W Proposed Overna. " Proposed Gravel Bed Prop,rage 22' x 22' Proposed PF = 288.3 Storm Access Cover �y 28'i 1 ADS In��..uih 2831 2 ADS inv. West Tom` W,1.... I II I I q Property 1-me) I I � II 7 ME Lands Now or Formerly of Quiet Meadow, LLC Book 1599 of Deeds, Page 87 Tax Map 165.68-1-47.2 Area 9527.9 Sq. Peet 0.2 Acres 63 Spring Street Existing Mixed Use Building Three Stories Tall mom CONCRETE CURB • TRANSITIONO ..� MEET EXISTING PAVEMENT SMOOTH AND FLUSH N 19050'00" F METAL PRIVACY FENCE / ROPOSED DRYWELL Pro I .cam' ;......__...... STONE i II I I - II II Y k 14 s.-- �f � 4 7 'RESERVED PARKING' SIGN s SPM-4 SPM-4 'NO PARKING'SIGN 40.21 — — ❑ ri I I a L6 ®1 rw w iM 86 A f sed Propertv Line TEMPORARY EASEMENT FOR DRAINAGE PIPES 53 Spring Street Existing Office Building StoriesTwo 68.18' N 19050'00" E I I II II II II !I II II II 9.75' I C4 I 0) I I II co O II II II ®� :it II {{ 11 ! I II II II II II II II II II II II II II !! II II II II II II II !! II II II II II "F I I ! _ 00 II II I - II II III o a II II I 0 D ® 4— w II z II II II II 1 1! II II II II II II II II II {{ 11 � II II II II II II II II I II II 1 II II II II !I II CR — II II II Ii II II II I I �I� II II II I1 lip I II II III I II II III vll ° III III {{ 9.11' C" I I III o WII I Gat e II 11 I II II � II II I o ® II II °° II II II II II li I ii II II II I II II II II I II II II II I !i II 1! II {! I1 --- ---- -- II II II II I II II \ II II ---_ ____.._.__..__..—_____.._._______ _—_______ II II II II 11 II 11 II II II I 10 5 0 2 4 6 810 Scale: 1" = 10' The LA GROUP Landscape Architecture dr. Engineering P.C: People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs 518--587-0180 NY 12866 www-thelagroup.coin Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 0 the LA Group 2017 Prepared fora Leafarc Inc. 352 Burgoyne Road Saratoga Springs, NY 12866 Project Title: 63 Spring Street Site Development 63 Spring Street Saratoga Springs, NY 12866 aF klepy . k Q r 813'3g . W w Project No.: 2018042 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 1/7/2021 Scale: 1"=10' Rev: Description: Date: Drawing Title Site Plan Modification Layout Plan Drawing No. SPM-2 Lands Now or Formerly of fl II II II Quiet Meadow, LLC II 11 Book 1599 of Deeds, Page 87 Tax Map 165.68-1-47.2 S 19025'09" w Frorr ed Uerh _722. Prorosed Gravel fed � CJ00 I I 0 ! Ch II II _J coPropg" `rage l i Area i I 0 Z II II I I ,a . 22' x 22' % H— 9527.9 Sq. Feet 0.2 Acres I I I I I! I I II _..."_... _ _...___.___ � ........................... ...._.._ _. _._. 63 Spring Street -"" I I I I I I Pr•>rose ered f reezevday - ExistingMixed Use I III Building Three II I I I I II 2�I W I Stories Tall I' II II II N II III II II II 11 II o "• `V II ® Cv (�. III II I II 5- r A;fe s Cover I I I I I °_ -- 1 T= 28/ 1 2 Ao5 In, nth \ 2 AIDS n Wes>r I Z I I I I L — — — — — — - II II � 0 I I {{ II {I II II II tang Property Lined I i } I I 122.10 ' N 1 G°50'00° ii I I :x II - qj DW-1 {I INV RIM=288.8 HRU=282.7 Dc�-J�opose�i Property II II Line) 122.00 77 �eainn. a. II -o- 12" INV IN=281.6- Cf Rim = 285.9 2` AD5 nv. 5outh = �8� f� .G 2' ?VC Inv. West = Tt .5 I I I I I I 1 I I I PP I I I I I I I I I I I I I I I I I I I 1 I I !I I I I I I I I I PI I I I I I I I I I I CO I I{{ !I II ) j 11 II III II II ilk II III III III II II� II II II II � II II _ o II II ® I I o co o II II II II rt II II II II II II II II II II II II II II II II II II it II II II II li II II II I I \\ II 1! II !! II it II II IN II �X II IT I =4 II II II ®— I1 II II II II II I I FINISHED GRADE lit ...A a 10 17 MIRAFI 160N GEOTEXTILE SEPARATION FABRIC i SIDES AND TOP ONLY - --- - -- 'ir A3A NIW SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS ,9 EXIST. PVMT. SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. 19 f91h1°°f - - A-R-k- ^Y L-Al M%lAAT FRAME AND GRATE Ill 4% : PRECAST CONCRETE RISER RING SET IN NON SHRINK GROUT. CRUSHED STONE NYSDOT TABLE D D 703-4 SIZE 3 PRECAST CONCRETE DRY WELL PRECAST CONCRETE DRYWELL FOOTING SCALE: NTS ITEM DEPTH MATERIAL METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL COVER COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL COMPACTION w ••. �. w � rccrt7rc TO NEW PVMT. DETAIL ww NOTES: o 00 BURIED METALLIC w c3 c IDENTIFICATION 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE Q WARNING TAPE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE w FINAL TRENCH BACKFILL ENGINEER OF RECORD; OTHERWISE IT SHALL BE F (SEE NOTE) STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. `=' PIPE ZONE BACKFILL 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE a STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL PIPE ZONE BEDDING BE 95 PERCENT. MAT'L 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 'NIW 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. csa „ 7Z + 4 0 3dld '� PIPE BEDDING DETAIL C1 The LA GROUP Landscape Architecture &Engineering P.C" Pevp%. Purpose. Puce. 40 Long Alley p; 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.tlielagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. c0 the LA Group 2017 Prepared for: Leafa rc Inc. 352 Burgoyne Road Saratoga Springs, NY 12866 Project Title: 63 Spring Street Site Development SCALE: NTS 63 Spring Street Saratoga Springs, NY 12866 Of NEI,! o _r ? Mr 2� ,, l 10 5 0 2 4 "6 8 10 44 44 • Scale: 1" = 10' Project No.: 2018042 Design: MCB Drawn: MCB Ch'k'd: CMI Date: 1/712021 Scale: 1"=10' Rev: Description: Date: Drawing Title Site Plan Modification Grading Plan Drawing No. SPM-3 PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A.. 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT, 304) COMPACTED TO 95% STANDARD PROCTOR SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ESAL LEVEL PARKING LOT 1-1/2" 2" 8" <0.3 MILLION STANDARD 1-1/2" 3" 12" <0.3 ROADWAY MILLION HEAVILY TRAVELED / <30 TRUCK 2" 4" 12" MILLION LOADING NOTES. 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE, BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE THE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2, TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING THE BINDER COURSE. 3, THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR, 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. ASPHALT PAVEMENT FINISH AS SPECIFIED SAWCUT CONTROL JOINT, SEE DETAIL EXPANSION JOINT, SEE DETAIL 6"x 6" X W1.4 X W1.4 WELDED WIRE FABRIC WITH12" MIN, LAP SPLICE & 2" BOTTOM CLEARANCE 6" MIN. COMPACTED NYSDOT TYPE 2 SUBBASE COURSE SUBGRADE COMPACTED AS SPECIFIED STANDARD CONCRETE SCALE NTS SCALE NTS PROPOSED TOP COURSE KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 1Z. 1 1/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT SCALE: NTS FINISHED GRADE. STONE 1/4" RADIUS PAVEMENT (SEE PLAN) P�hR1HP^51"TY' rill^t f•1RbRf 3/ V ! V NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. FREE STANDING VAN ACCESSIBLE SIGN TO MEET ANSI SIDS. (510" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. 8'-0" TYP, NOTE; MAXIMUM SLOP WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) ACCESSIBLE PARKING LAYOUT SEE NOTES FOR S E NOT S SPECIFICATIONS 1/4" EXPANSION JOINT AT SIDEWALK, SEE JOINT DETAIL 1/4" RADIUS PAVEMENT (SEE PLAN) CAST-IN-PLACE/SLIP FORM CONCRETE CURB, SEE CONCRETE SPECS LISTED ON CONCRETE PAVING DETAIL. COMPACTED GRAVEL (TO 95% STD PROCTOR) NYSDOT SECT, 304 SUBBASE TYPE 4 SCALE:NTS 1 • ' 8'-0" TYP. ANSI STANDARD HANDICAP SYMBOL I g a AMI o K*_1 a Lei =low Mai fthovyewwarfanky,it:are'WoddwDoty Am WO to taq and dvss., i €p th e unit htly amw, € 4 k" wi i'; ; Wnl €arl Y W110 kip fraza=r-W KOM >a E aFxi 3x iw, wh1w, to €veptaco §° ,, t �OiiCi47 ufkm yem dry yard Cmnty, , Mmyiwd 2*723 rPza+y ti'1 1t t� a a.v.174 Fax: (VI >a * 44F &w.a3 r ka a€iai#a r3ltLy.�i sri Cal Dealer fm Sonv. -, Nece TM A hi C1ITIYIAI n° 117n **� %. MAN 11441 SCALE NTS 0 CD '0 0 z`iarasz�d ow Dial awx ,w hi ; llioe dolor* LETTER APPROX. SIZE M.U.T.C.D. TEXT SIZE TYPE OF SIGN NO.i� _..-.________..�._ ...._... gaff r SEE 12"x18" P4-6C M.U.T.C,D. 3,00 S.F Privacy Panel Sample r 4" 12" X 18" P-1-1 NOTE: NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION, FENCE COLOR TO BE BLACK. BASE POST DRIVEN us INTO GROUND (CONCRETE SHALL NOT BE USED) NOTES: 1, ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS. 'N IGNAGE SCALE:NTS z II 1 1 12" DI& 3000 PSI I I (MIN.) CONCRETE I FOOTING, TYP. I I CRUSHED STONE 2 oZo° 7i 01 METALPRIVACY FENCE AND FOOTING 4d,<. G SCALE:NTS The LA GROUP Landscape Architecture & Engineerir:g P.C. Peapie_ Purpose. Pace. 40 Long Ailey p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagraup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 0 the LA Group 2017 Prepared for; Leafarc Inc. 352 Burgoyne Road Saratoga Springs, NY 12866 Project No.: 2018042 Design KAC Drawn: MCB Ch'k'd: CMl Date; 1.1712021 Scale: 1"=1.0' Rev: Description: Date: Drawing Title Site eta 115 5v Drawing No, SPM-4 SCALE: NTS