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HomeMy WebLinkAbout20250566 33-35 Caroline St Site Plan Revised Plans 09022025 (reduced for size)35 Caroll Saratoga Springs, ne Street NY 12866 686|A2CHIT CIS } 4 1 | it 4 w 4. ut . ay x a ¥ a : 7 " J ' ra e i j : a Ca + r+ 4 . | i i mn na a i aL WH A Be e aw ~ x -- Xt Gl s AT V i re \ py N e a u a h s A WE E AN A Le a n = = me ee ei i ee a j— / — 35 Caroline Street, Saratoga Springs, NY 12866 S ~~ = c ra oOo .,, S € ge a § 5 = oo Os N 4 co +e > oS ” 7) — L & ‘D) a) A) Oo ‘D > & QO iS © D 2 C © 238 oO > 5985 +274.58 c 5 = ~N “ Oo 5 O & | ‘) lc”) aD 274.39 o Y) ” ‘) © ' +275.00 oO ‘ | | 4 n/t +275.04 / a or o Places in Saratoga, LLC / / < a8 } 3 /5 Inst. #2013038068 (\ / . / © ° | < 29'35"E 89.00’ | \ 9/81R. BUILDING O a a7 ™ / 275.10, METAL GUARD RAIL S632935E 89.00, | oy LZ ; ; ag 4 < \ S| =| | | S$ =| S$ = 0 fof of of of f of f of f f oF +f TT T_T_T_ T_T TT 7 T 7 7 1 ~J_?7 7 7 -T T rT No 2. 4] 76. 79 Al M d p Leg en d S A 5g’ ~~ 578. “ ~~ 54t ~ a L YI Vi » 5/8 IR. ezO’DD” «a \ / x “po [5/8 IR. | / | 49.41 S308 220 +] 1 Gi LOONC, APRON | 5/8"IR. o marker found, labeled ‘o 275.27 EDGE OF ASPHALT “2D SQN "E @ tilit | Ni & | | \ | / RIGHT! OF WAY | wyass 5/8'k. S63°30'00"E utility pole - — 7 | \ x y IN FAVOR OF ——~__- | 19.20 1 7 — sign 1Q S 3 RIGHT OF WAY (SEE INST | | 974.73 ® water valve an . : i» S AS Rae past #2009006434 / y, %{ lamp post C5) 8 8 Fi +274.31 TF . ao lands of —-..—--— overhead wires Z| ™ oo 09 Oo CROSS—HATCHED) iO | o in 10 5 | N Burton Schwab / 6 gas line S C~ oY 3 ce 5,958 s.f. or / “~ | 9 : . t ’ a -—-FFFF-FF guard rail 2 x B28. 5 1 te waa | 0.157 ac. A c. /-_— a /—/—/—/ d f fe: : oe Wrkoote TC: 275.94 —/—/—/—/— wood fence BC: 275.53 B6:278.45 4 “276.20 776.4) \ DEED REF #1 / cc BY os 5 +275.82 \ | Le S/ +2788 B & FLUSH mr / lands of . | 4974.64 iS ~ t Als _ L J 4 RSJATT1059 LLC <% \ is S/ za | . Za 2 N 4,064 s.f. or \ N 27453 aay 1 oS Deed References: = > 7 0 o 9° S Q \ 0.093 ac. \ N\ / © ' SS 1. Burton P. Schwab Z, o & 2 | DEED REF #2 \ N we) SY | Oo Inst. #2009006434 ES 4 55 QO) FLUSH 275.911) _ } ! \ /o WY S a a: Za . | 4-76.97 Noa Oo S/ Wis 2. RSJATTTO59, LLC <5 © as \ SC) CONC SS Inst. #2023014911 Er: TC BREAK: 276.77 pa) RO / Ss PAD | 26 N gA l BC: 276.26 4H >F \ +-276.28 _ | / ; oS © DP) tae ely SS / ' eu 2 z| js —-% \ ale > : : N \ Be - | S Map References: ~ — ES Nt Pie \ / __ ONERHANG CAE 1. "As—Built Survey 79 Henry Street Mixed Use SQ |e te © ©] © 275.38 | | pall 974.73 ror = = \ IS \ / Building” dated Jan. 28, 2021 prepared by © N4 1 STY. r| 2 \ \ / / 5 BUILDING Thompson—Fleming Land Surveyors, P.C. “— <x | ” 2 — < Soon ty it \ \ / | CLAN i 2. "Map of Lands of Burton P. Schwab” dated Dec. 16, Q +2714 —~|_ || & BLOC b| 4 ASPHALT / & TAVERN Th Sleming Land 0:27.56 || BUILDING ©| © SRARKING / | 2002 prepared by Thompson—Fleming Lan 10: 277.86 Be277.0 | © OT / ~ Surveyors, P.C. rT BC: 27.30 < | S| 5 / ae =| z= \ / N 3. "2 Lot Subdivision, Lands of Joseph R. Nemec dated a 1 FLe 2 / [ic 3/25/04, last revised 8/21/04 prepared by a \ | / Ke All—Points Land Survey, LLC filed in the Saratoga ae _ Np \ any Wo County Clerk’s Office as Map #N204A. = / 4+-277.72 277,071 | . & ' / / BUILDING 4. "Map of Pavilion Park Property” dated 1874 prepared * | . | by L.H. Cramer, C.E. filed in the Saratoga County a os / / | ' Clerk’s Office as Map FF—38 and FF—J39. Ss wea H / " d to RSJATTTOS9, LLC Fre. | 277. ) 5. "Map of Lands to be conveyed to SAN.MH. Ueeafese ORE alla —_ dated Aug. 3, 2022 revised _____ by BC: 278.01 < NN NN ; RIN 278.36__ | 7 NN Thompson—Fleming Land Surveyors, P.C. INV.N.=264.60 | 1} \ INV.S.= 264.70 oy | | GATE 277.97 FLUS o a SAN.MH. 2 pe {- FFE= ems TRS Ey ee) 2” Survey Notes: cB nil coun \ N65'50'00"W 108.20 | @ 1. Elevations are based on NGVD 1929 datum. RIM=279.13 \ \ HANDHOLE Ty DRILL HOLE | SIDEWALK INV=271.95 \ 4 oe] wx [S IN CONC, Fouto | 3) 2. The location of underground utilities shown on this HANDHOLES L \ \ * em d Ps plan are for information only, and all utilities may cC— ¥ T % + A a CURB FLUSH 277,46 o + not be shown. The owner or contractor shall nen LT rc:279.40 eo \ TC:278.60 BREAK ua a e BC 277.54 | we 277.30 te KS. | wozmse contract U.F.P.0. (1-800-962-7962) and the BC: 279.34 BC: 278.94 Ries % SI ze RIM=277-07 : roper local authorities or respective utility company aa INV.W=263.59 \ TC BREAK:278.45 =< | | si 7 INV=273.57 proper local au S g ¢— x eS S BC: 277.94 ~N = | having jurisdiction to confirm the location of all NN \ INV.SE=263.69 \ NN existing utilities before commencing work. Any i 79 \ ¥ ™ a A WATER w wo Ww Ww costs incurred by the owner or contractor due to Ww Ww. Ww. w Ww. Ww. Ww. Ww. Ww. Ww. Ww: W: Ww. @ Ww Ww Ww Ww w——— W W W W W W W : yh W. O— W. W W. vw y_W W W W W " " . " Ne the failure to contact the proper authorities shall \P> \ / i | become the responsibility of the owner or SAN. MH Mu NL ' +277.49 re contractor. RIM=279.72 > SAN. MH % / St C f 12” SANITAR | —s SA No SA SA SA Ve RIM=278.59 im fO NE SA SA os sa———"SA s | 3. The location of sanitary sewer service to each — IE le SA SA SA SA SA SA SA building is unknown. STORM mas \ INVS.= 24.85 \ a | st st | st ST ST st ST st ST A a GX? st ST ST st st st ° STORM \ \ st st ST st a 1 SAN. MH ; RIM=279.31 RM MH us STORM MH cowie OY \atez7020 a | wv (0ut)-28728 (AND OF | Certification : L.=209, INV.E=268.60 vy , Hell, - — C:278.12 INV.E.(IN)=267.45 IT IS HEREBY CERTIFIED TO: BC. 778080 / 4 \ \ \ NV 266,90 a BC: 277.58 1 | ERIC BRODWIN AND CRONAN DEMPSEY , —_ _ 5 that the map was prepared in accordance with the current existing @ \ Code of Practice for Land Surveyors adopted by the New York State | CB \ BM Association of Professional Land Surveyors, Inc. The certification is DATE DESCRIP TION _ RIM=278.88 OR NNER NUY limited to persons for rho the boundary survey iis aaah aah VALVE INV=271.58 ' to the title company, the governmental agency, an \ ELEV=280.61 institution ‘listed on this boundary survey map. REVISIONS DATE: Dec. 20, 2023 JOB NO.: S23-174.24 TAX MAP: 165.60—1—27,28,29 SCALE: 1” = 10’ 5 0 5 10 a Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown C 2 map bearing a licensed Land Surveyor’s Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. S23-174.24 P:\D\Dempsey, 33-35 Caroline St S23-174\S23-174 Dempsey.dwg C aroli ne Street Pav i l i o n P la ce C2 — ~~ = Cc 2 Cc © ~ Co) + 5 a ££ 8° QO S85 ~ Oo WN S O “AY Nw N —~ OD) Os < SHR au > sc” v ®D o —= . K £68 2B ° fq eke Do B 578s 5 o A 88 Places in Saratoga, LLC ) ) O. O Oo rm S i 7 Inst. £#2013038068 / ; v < Myo t M we ? ” ’ ” / i O_ «) 9 METAL GUARD RAIL 5/8"R. 5/8°IR S632935E 89.00 — |, 9/81R. BUILDING ~ a Sf} { {S| {Sf S| S|! nos fa ff tf — ff — ff t+$—t+-+-+-# papa ttt tt ttt XN » / - Ww 5 5 of 5/8". Map Legend S _ - A rrr AY ar 5/8’ IR. fe) marker found, labeled I Oc 5 | / = = = 1g 1a] utility pole PS d $63°30'00"E / sign - > 19.20’ tr 1 O ° ’ ” 7 oO S S30°38'22"W ; / —_— @® water valve £5 Oo s 5.95 / | nw a ¥ / Ser lamp post bg ve] - / . . O —..-—.-— overhead wires iS 0 Bo x / / : —i 5 £0 2 SY & | / G gas line S be / : ae ) / SAREE EEEE a) S / guard rail = if Q x H a / —/—/—/—/— wood fence e,| © as 4 / o ‘ oe , ‘ Xe > / Z B r] Sow / / <) / Ole = / oom & / . Ke P / — iS ° 7,8 o/ 5 Deed References: =| > {DS SO 1. Burton P. Schwab O]|z D QO) I yesl OG Inst. #2009006434 Bol | < $2 . Sy, So ee re 2 J ~ / ~~ O 2. RSJATTTOSY, LLC 9 is ‘ / a . S Inst. #2023014911 g So a 9) / / >) © —_ Oo NS) o § PROPOSED fy ny L Sas 5 5 8 BUILDING fo? 2 O49 e) z os) te) / & <i } ST N / / ie) . ~ w N / . S Map References: 8 / . < q / / 1. ”As—Built Survey 79 Henry Street Mixed Use : 7 = ‘ / Building” dated Jan. 28, 2021 prepared by ° = / ‘ . BUILDING Thompson—Fleming Land Surveyors, P.C. = / rs "CLANCY'S , Q | / on TAVERN” 2. "Map of Lands of Burton P. Schwab” dated Dec. 16, ; / “ 2002 prepared by Thompson—Fleming Land p / ; > Surveyors, P.C. / 3 / J je) a / y N 3. "2 Lot Subdivision, Lands of Joseph R. Nemec dated = / / = 3/25/04, last revised 8/21/04 prepared by a0 / / XQ All—Points Land Survey, LLC filed in the Saratoga Zz / / oe) County Clerk’s Office as Map #N204A. W / / nN / ‘ 4. "Map of Pavilion Park Property” dated 1874 prepared 5 5B ( by L.H. Cramer, C.E. filed in the Saratoga County / / y / ; Clerk’s Office as Map FF—38 and FF—39. / L / SAN.MH. 5. "Map of Lands to be conveyed to RSJATTTOS9, LLC wre 228.36_ a = | ( dated Aug. 3, 2022 revised 6/2/23 by INV.S 264.70 | | Thompson—Fleming Land Surveyors, P.C. “me | | ty T x ' fe) : . _ a ° cont y \ . | |, N653000"W 108.20 | | Survey Notes: coe Nevo 1928 det INV=271 53 \ y HANOHOLE if DRL HOLE | | = SIDEWALK : @ . Elevations are based on atum. HANDHGLED \ % N\ xt bz | | ARS: sa | 2. The location of underground utilities shown on this t * \ 4 i d 1 a ; plan are for information only, and all utilities may Ul SAN MH \ we CURB | n cB | not be shown. The owner or contractor shall \ INV. =765.59 x E ta RIM=277.07 | contract U.F.P.0. (1-800-962-7962) and the G q ¢ INVIN.=263.49 \ 7= | | F< bi INV=273.57 ; proper local authorities or respective utility company INV.SE=263.69 * = | having jurisdiction to confirm the location of all b \ . | A” WATER existing utilities before commencing work. Any o Ww Ww w% Ww Ww Ww Ww Ww Ww Ww Ww Ww ® Ww Ww W Ww Ww Ww costs incurred by the owner or contractor due to \ 7 | the failure to contact the proper authorities shall SAN. MH ! \ \ become the responsibility of the owner or RIM=279.72 ¥ ' contractor. No osA SA SA \ RIM=278.59 % [i Ol Ine S L [i Ce [ SA gx_—_125, SANITARY, _s4-|__s SA INV.N.=264.8 SA SA SA SA SA tsa SA SA SA SA i 3. The location of sanitary sewer service to each ¥ \ IRE loge | | building is unknown STORM. INV.S.=264.85 a st st st st st ls st . ° STORM MH ~—s \ sT ST ST ST sT—=— ST ST ST ST ST RIM=279.31 STORM MH RIMooy7 48 STORM MH B INV.W.=268.61 % \ RIM=278.20 oe (PAVED OVER) | - . INV.E.=269.41 \ INV.F=268.60 INV.W.(OUT)=267.25 RIM=277,29 Certification : \ \ INV.W.=266.80 z INV.E.(IN)=267.45 ° \ INV.E.=266.90 | | IT IS HEREBY CERTIFIED TO: ‘ AN | t ERIC BRODWIN AND CRONAN DEMPSEY | 7) \ & o that the map was prepared in accordance with the current existing CB \ Code of Practice for Land Surveyors adopted by the New York State GAS RIM=278.88 Association of Professional Land Surveyors, Inc. The certification is VALVE INV=271.58 \ limited to persons for whom the boundary survey map is prepared, DATE DESCRIPTION to the title company, the governmental agency, and to the lending institution listed on this boundary survey map. REVISIONS DATE: May 31, 2024 JOB NO.: S23-174.24 TAX MAP: 165.60—1—27,28,29 SCALE: 1” = 10’ 5 0 5 10 a Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor’s Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. $23—-174.24 P:\D\Dempsey, 33-35 Caroline St S$23-174\S23-174 Dempsey PROPOSED PLOT PLAN.dwg C aroli ne Street Pav i l i o n P la ce C3 PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95'2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) 92 . 8 ' 105.5' .1' .2 ' .3 ' .04' .2' PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LIMIT OF PROPOSED SIDEWALK AND CURB PROPOSED TRANSITION CURB (TYP) PROPOSED CURB (TYP) APPROXIMATE SAWCUT BOUNDARY (TYP) APPROXIMATE LIMIT OF DISTURBANCE (TYP) PROPOSED TRANSITION CURB (TYP) PROPOSED FLUSH CURB (TYP) LIMIT OF PROPOSED SIDEWALK AND CURB REFER TO ARCH PLANS FOR RAMP DESIGN PROP CONC SIDEWALK (TYP) EXISTING LOT LINES TO BE REMOVED AND LOTS TO BE CONSOLIDATED PROP CONC SIDEWALK (TYP) PROP FLUSH CURB (TYP) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LO D L O D LO D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D APPROXIMATE LIMIT OF DISTURBANCE (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) LIMIT OF PROPOSED SIDEWALK AND CURB FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS LIMIT OF PROPOSED SIDEWALK AND CURB (GC TO PROVIDE COMPLIANT CONNECTION TO EXISTING SIDEWALK) PROPOSED TRANSITION CURB (TYP.) FFE = 278.00 ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL / EXPOSED FOUNDATION; L; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP).PROPOSED TRANSITION CURB (TYP.) PROPOSED FLUSH CURB (TYP.) EXISTING COMM MANHOLE TO BE RESET TO PROPOSED GRADE. GC TO COORDINATE WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION EXISTING CATCH BASIN TO REMAIN PROP ONE (1) AMERICAN HORNBEAM TREE. SEE DETAIL SHEET FOR TREE PLANTING DETAIL PROP ONE (1) AMERICAN HORNBEAM TREE. SEE DETAIL SHEET FOR TREE PLANTING DETAIL PROP DECORATIVE LIGHT POLE. REFER TO LIGHTING PLAN FOR DETAIL EXISTING LIGHT POLE TO REMAIN EXISTING LIGHT POLE TO REMAIN © 2025 Micros o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S © 2025 Micros o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S © 2025 Micros o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S 0 SCALE: 1" = 10' 10 102.55 C-301 SITE & LANDSCAPE PLANTHIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 S I T E JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. W E S NA D 8 3 NA D 8 3 REFERENCES 1. BASE CAD FILE, DATED MAY 31, 2024, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. 2. BASE CAD FILE, TITLED '3-13-25 CAROLINE ST 26 UNITS,' PREPARED BY 686 ARCHITECTS. ZONING TABLE ZONE: UC - URBAN CORE ZONING DISTRICT (T-6) USE: MIXED-USE ADDRESS: 33-35 CAROLINE STREET, CITY OF SARATOGA, SARATOGA COUNTY, NY SECTION: 165.60 BLOCK: 1 LOTS: 27, 28, 29 APPLICANT/ OWNER INFORMATION APPLICANT: DEMPSEY DEVELOPMENT 54 MINOT STREET DORCHESTER, MA 02122 PROPERTY OWNER: OLDEST LIGHTHOUSE, LLC 12 STRATTON STREET SARATOGA SPRINGS, NY 12866 BULK REQUIREMENTS ITEM CODE PERMITTED EXISTING (COMBINED LOTS)PROPOSED MIN SETBACK FROM A LOT LINE ABUTTING ANY PUBLIC RIGHT-OF-WAY TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS RIGHT-OF-WAY ≥ 40' --> 0' TO 12' BUILD-TO ZONE 0.1' (TO CAROLINE STREET) 0' (TO PAVILION PLACE) 0.3' (TO CAROLINE STREET) 0.2' (TO PAVILION PLACE) MIN SIDE YARD TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 0'22.8' (TO NORTH) 2.4' (TO EAST) 0.2' (TO NORTH) 0.1' (TO EAST) MIN REAR YARD TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 0'N/A N/A MAX BUILDING HEIGHT TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 44'±15'±64' MIN BUILDING HEIGHT TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 24'±15'63'-6" MIN. BUILDING HEIGHT STEPBACK TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 10'N/A 10'-6" MIN BUILD-OUT PERCENTAGE § 000-000 80%±60.4%±89% NOTES: 1. MAX BUILDING HEIGHT = 1.1 TIMES THE WIDTH OF THE RIGHT-OF-WAY OR 70', WHICHEVER IS LESS. A HEIGHT BONUS MAY BE APPROVED (REFER TO SECTION 4.4B OF THE UNIFIED DEVELOPMENT ORDINANCE (UDO)). HEIGHT BONUS OBTAINED ON 12/12/2024. PARKING REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN STALL SIZE TABLE 10-A 9' X 18'N/A 9' X 18' MIN AISLE WIDTH TABLE 10-A 24'N/A 24' MIN NUMBER OF STALLS TABLE 10-C PARKING NOT REQUIRED N/A 36 SPACES SITE VICINITY MAP PROPERTY 300' BUFFER SCALE: 1"=150' (1) CAROLINE STREET PA V I L I O N P L A C E PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95'2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LO D L O D LO D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D F STM STM STM PROP 10" ROOF STORM DRAIN (HDPE). GC TO COORDINATE CONNECTION TO EXIST BOX CULVERT WITH THE CITY PRIOR TO CONSTRUCTION S S S S G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 276 275 276 277 LO D ME|G 275.38 ME|G 274.88 ME|G 274.83 ME|G 274.00 ME|G 277.81 G 277.97G 278.00 G 277.94G 277.97 G 278.00G 278.00 G 277.97 G 277.97 G 278.00G 278.00 G 277.97 G 278.00 G 278.00 G 277.98 G 278.00 G 277.98 G 277.18 ME|BC 274.76 TC 276.99 BC 276.49 TC 277.87 BC 277.37 TC 277.90 BC 277.40 TC 278.16 BC 277.66 TC 278.10 BC 277.60 TC 277.92 BC 277.42 TC 277.85 BC 277.35 TC 277.91 BC 277.24 TC 277.82 BC 277.15 TC 277.74 BC 277.07 TC 277.89 BC 277.39 TC 277.64 BC 277.14 G 278.00 ME|G 275.89 ME|G 276.34 ME|G 276.17 ME|G 276.87 ME|G 277.30 ME|G 278.28 ME|G 277.17 ME|G 277.14 G 277.34 G 277.99 G 277.98 TC=BC 277.99 TC=BC 277.94 ME|G 275.52 ME|G 275.52 G 278.00 G 278.00 G 278.00 G 278.00 G 278.00 G 278.00 ME|G 277.41 ME|G 277.44 G 278.00 ME|G 277.45 ME|G 277.22 ME|G 277.47ME|G 277.87 MAX 2% CROSS SLOPE AND 5% RUNNING SLOPE IN ALL SIDEWALK AREAS (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) MAX 2% CROSS SLOPE IN ALL ACCESSIBLE LANDING AREAS (TYP.) LIMIT OF PROPOSED SIDEWALK AND CURB FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS REFER TO ARCH PLANS FOR RAMP DESIGN LIMIT OF PROPOSED SIDEWALK AND CURB (GC TO PROVIDE COMPLIANT CONNECTION TO EXISTING SIDEWALK)PROPOSED TRANSITION CURB (TYP.) FFE = 278.00 ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL / EXPOSED FOUNDATION; L; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP).PROPOSED TRANSITION CURB (TYP.) PROPOSED FLUSH CURB (TYP.) EXISTING COMM MANHOLE TO BE RESET TO PROPOSED GRADE. GC TO COORDINATE WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION EXISTING LIGHT POLE TO REMAIN (TYP) EXISTING SIGN TO BE RESET TO PROPOSED GRADE EXISTING CATCH BASIN TO REMAINME|G 278.96 ME|G 278.55 ME|G 278.04 ME|G 277.58 ME|G 278.38 277 278 278 TC=BC 276.19 TC=BC 274.91 G 275.45 G 276.74 0 SCALE: 1" = 10' 20 10510 C-401 GRADING & DRAINAGE PLANTHIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 1 G R D R JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. W E S NA D 8 3 NA D 8 3 PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95'2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) EXISTING HYDRANT PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LO D L O D LO D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D F PROP 6" FIRE SERVICE. GC TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION. STM STM STM PROP 10" ROOF STORM DRAIN (HDPE). GC TO COORDINATE CONNECTION TO EXIST BOX CULVERT WITH THE CITY PRIOR TO CONSTRUCTION S S S S PROP 8" SDR35 SEWER SERVICE INTO EXISTING MANHOLE. GC TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION PROP REUSE OF EXISTING WATER SERVICE. GC TO VERIFY SIZE/CONDITION AND COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION. G G PROP GAS SERVICE AND GAS METER BANK. MEP TO CONFIRM GAS MAIN CONNECTION POINT AND METER LOCATIONS. GC TO COORDINATE WITH UTILITY PROVIDER. PROP UNDERGROUND VAULT FOR ELECTRIC SERVICE. REFER TO PLANS BY ELECTRICAL ENGINEER FOR ALL REQUIREMENTS. GC TO CONFIRM SERVICE REQUIREMENTS, CONNECTION LOCATION AND UTILITY CONFIGURATION WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. PROP UNDERGROUND ELECTRIC CONDUIT. GC TO COORDINATE TRENCHING AND INSTALLATION WITH CITY AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. . CONNECTION TO EXISTING ELECTRIC. GC TO COORDINATE OLD SERVICE REMOVAL AND NEW SERVICE INSTALLATION WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E REFER TO ELECTRICAL PLANS BY OTHERS FOR PENETRATION LOCATION AT THE BUILDING. PROP UNDERGROUND ELECTRICAL CONDUIT. GC TO COORDINATE WITH ELECTRIC PLANS AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. 4" DOMESTIC SERVICE FROM EXISTING MAIN. .REFER TO MEP AND ARCH PLANS FOR FINAL LOCATION. GC TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION. NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS EXISTING WATER SERVICE TO REMAIN AND BE REUSED. REFER TO ARCH AND MEP PLANS 0 SCALE: 1" = 10' 10 102.55 C-501 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 1 U T I L JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. W E S NA D 8 3 NA D 8 3 REFERENCES 1. BASE CAD FILE, DATED MAY 31, 2024, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. 2. BASE CAD FILE, TITLED '3-13-25 CAROLINE ST 26 UNITS,' PREPARED BY 686 ARCHITECTS. PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95'2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LO D L O D LO D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D F STM STM STM S S S S G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PROP. FILTER SACK ON EXISTING CATCH BASIN SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROPOSED SILT FENCE (TYP.) 276 275 276 277 LO D APPROXIMATE LIMIT OF DISTURBANCE (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) AREA OF DISTURBANCE = ±0.31 ACRES PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) EDGE OF PROPOSED SILT FENCE 277 278 278 C-801 SOIL EROSION AND SEDIMENT CONTROL PLANTHIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 1 E R O S JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. 0 SCALE: 1" = 10' 20 10510 EROSION AND SEDIMENT CONTROL NOTES 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSION CONTROL MANUAL. 2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. AT A MINIMUM, AREAS SHALL BE PERMANENTLY STABILIZED ACCORDING TO THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (REFERRED TO AS THE "BLUE BOOK"), OR IN THE ABSENCE OF THE BLUE BOOK, THEY SHALL BE PERMANENTLY STABILIZED WITHIN 14 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). 3. SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 8%. 4. INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5. 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROL DEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1) UNLESS OTHERWISE INDICATED ON THE PLANS. SLOPE PROTECTION FOR SLOPES GREATER THAN 2:1 SHALL BE DESIGNED BY A GEOTECHINCAL ENGINEER. 7. IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. 8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. 9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL STANDARDS. 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: 10.1. SIX INCHES, OR DEPTH SPECIFIED ON THE LANDSCAPE PLAN, OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. 10.2. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF). 10.3. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE-GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN. QUALITY SOD MAY BE SUBSTITUTED FOR SEED WHERE SLOPES DO NOT EXCEED 2:1, SOD ON SLOPES STEEPER THAN 3:1 SHOULD BE PEGGED. 10.4. STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO-APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER WILL BE USED ON STRAW MULCH FOR WIND CONTROL. 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS 70% STABILIZED. FOR EROSION CONTROL MEASURES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE MEASURES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 12. WETLANDS WILL BE PROTECTED WITH BARRIERS CONSISTING OF STRAW BALES, COMPOST TUBES, SILT FENCE OR A COMBINATION THEREOF. 13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED: LOCATION MULCH MULCH RATE (1000 SF) PROTECTED AREA STRAW 100 POUNDS WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS STRAW (ANCHORED)*100 POUNDS MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED VELOCITY AREAS OR STEEP SLOPES GREATER THAN 3:1 GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) * A HYDRO-APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER SHALL BE USED TO ADDITIONAL WIND CONTROL. MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. 15. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. 16. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. 17. THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY FOR THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. 18. THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. THE CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION AND RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION AND RESPONSE PROCEDURES. 19. EROSION CONTROL NOTES DURING WINTER CONSTRUCTION 20. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 21. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT THE AMOUNT OF AREA OPEN AT ONE TIME IS MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE AND IN CONFORMANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN SUCH THAT ADEQUATE PROVISIONS ARE EMPLOYED TO CONTROL STORMWATER RUNOFF. 22. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 23. AN AREA SHALL BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. 24. FOR AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD EXCEEDING 14 DAYS BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED. IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED AS APPLICABLE. SLOPES SHALL NOT BE LEFT UNSTABILIZED OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASED FOR MORE THAN 14 DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF SEDIMENT BARRIERS OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS. 25. MULCHING REQUIREMENTS: 25.1. BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOOD CELLULOSE FIBER. 25.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. 25.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 26. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE STORMWATER PREVENTION PLAN. 27. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. EROSION CONTROL MEASURES MUST CONFORM TO THE STATE, LOCAL, AND FEDERAL GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.82 ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: 4.1. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. 4.2. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. 4.3. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6” OR HALF THE OF THE EROSION CONTROL BARRIER'S HEIGHT COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. BACKFILL SILT FENCE (3' WIDE) FABRIC POST BACKFILL FILTER FABRIC SLAT POST POST FILTER FABRIC SLAT BACKFILL 6"MIN LAP NATIVE SOIL 1-1/2" x 1-1/2" POST FABRIC WOOD OR PLASTIC SLAT STAPLED THROUGH FABRIC TO POST 24 " M I N 12" MIN (12" MAX IN ROCKY SOIL.) NOTES: 1. EXCAVATE A 6"x6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITE. 2. UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCH BOTTOM. 4. LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND AND PILING & TAMPING FILL AT THE BASE. PERSPECTIVE OF FENCETOE-IN METHODS DETAIL OF POST ATTACHMENT PRE-ASSEMBLED PRIOR TO INSTALLATION FLOW SILT FENCE NOT TO SCALE(NE-O040101 - 09/2023) PROFILE VIEW OF INSTALLED FILTER SACK ISOMETRIC VIEW SECTION VIEW SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACEFINISH GRADE OVERFLOW HOLES 2"X2"X3/4" RUBBER BLOCK (TYP.) OR FLAT WASHERS 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT D 1/ 2 D 1/ 4 D INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION.DE P T H = D LEN G T H = L SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 WIDTH = W 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. 5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 24 INCHES AND 36 INCHES. 7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. 8. FOR INLET WITH CURB PIECE OPENING, THE CURB PIECE OPENING SHALL BE BLOCKED SO ALL STORMWATER RUNOFF WILL BE FILTERED THROUGH THE FILTER SACK. INLET FILTER SACK N.T.S. W E S NA D 8 3 NA D 8 3 C-901 CONSTRUCTION DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - D E T A I L - - - - - > L A Y O U T : C - 9 0 1 D E T L JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A-DETAIL SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. 3' TAPER _' CURB BREAK 3' TAPER GU T T E R P A N (I F S P E C I F I E D ) 3' R I P - R A P P A D 3' TAPER _' CURB BREAK 3' TAPER ELEVATION PLAN PAVED SURFACE/ CONC. PAD CURB, SEE SITE PLAN FOR TYPE 1" RADIUS CURB BREAK NOT TO SCALE (BE-S029901 - 01/2025) NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH ADDITIONAL GRAVEL BASE. 2. DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 3. THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHERE REVEAL IS TO BE MODIFIED. 4. PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS SHALL BE RECESSED 14" FROM THE FRONT FACE AND TOP OF THE CURB. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 5. PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 6. MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 7. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 1.5% (2% MAX.) SLOPE (TYP.) 5" 6" (SEE SITE PLAN) 10" 18 " 6" SEE PAVEMENT DETAIL 4,500 PSI AIR ENTRAINED CONC. @ 28 DAYS (BROOM FINISH) 6" X 6" W2.9 X W2.9" W.W.F.COMPACTED SUBGRADE MATERIAL COMPACTED GRAVEL BASE TACK COAT 1 1 2. 5 " MONOLITHIC CURB AND SIDEWALK NOT TO SCALE (BE-S030201 - 01/2025) 1.5" RADIUS 4' MIN (SEE SITE PLAN) 2" NOTE: 1. CROSS SLOPE 1/4" PER FOOT PITCHED TOWARD ROADWAY, DRIVEWAY, OR PARKING AREA IN NON ACCESSIBLE ROUTES. 2. FOR ACCESSIBLE ROUTES THE CROSS SLOPE, LONGITUDINAL (RUNNING) SLOPE AND WIDTH SHALL COMPLY WITH FEDERAL, LOCAL AND STATE ACCESSIBILITY REQUIREMENTS. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA INSTRUCTIONS. 3. PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS 20'-0" O.C. MIN. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 4. PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 5. MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING UNLESS OTHERWISE SPECIFIED ON THE DRAWING. 6. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 6" COMPACTED STONE BASE 4" THICK CONCRETE, 4,500 PSI, AIR ENTRAINED, 6x6 - w2.9 x w2.9 W.W.F. COMPACTED SUBGRADE PLAN 5' W (S E E S I T E P L A N ) 1/2" DEPTH TYPICAL CONTROL JOINTS CONCRETE SIDEWALK CONCRETE SIDEWALK (WITH REINFORCEMENT) NOT TO SCALE (BE-S030202 - 01/2025) SEE CURB DETAIL 12 " SEE PLAN VARIES. SEE PLAN. NOTES: 1. REFER TO THE "ACCESSIBILITY NOTES" WITHIN THE PLAN SET. 18 " VA R I E S . S E E CU R B D E T A I L PAVEMENT SLOPE VARIES (SEE PLAN) SECTION A-A TOP OF CURB VARIES. SEE PLAN FOR LOCATIONS. 24" TYP., 12" MIN.FLARE A A CURB FLUSH WITH ROADWAY SURFACE SLOPE TO MATCH RAMP OR LANDING/TURNING SPACE SLOPE ADA FLUSH CURB NOT TO SCALE (BE-S030501 - 08/2023) 18 " PAVEMENT SECTION NOT TO SCALE (NE-S010101 - 04/2025) NOTES: 1. IF THE WEARING COURSE IS BEING PLACED MORE THAN 48 HOURS AFTER THE BINDER COURSE, A TACK COAT CONFORMING TO THE STATE DEPARTMENT OF TRANSPORTATION SHALL BE USED TO ENSURE PROPER ADHESION. 2. SWEEP BINDER COURSE CLEAN OF ALL DEBRIS PRIOR TO PLACING TACK COAT AND ASPHALT. 3. REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS AND ALL INSTALLATION REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) COMPACTION AND NEED FOR GEOTECHNICAL FABRIC (IF REQUIRED). IF THERE ARE ANY DISCREPANCIES BETWEEN THIS DETAIL AND THE GEOTECH REPORT, THE GEOTECH REPORT SHALL GOVERN. 4. IN THE ABSENCE OF A GEOTECHNICAL REPORT THE PAVEMENT COURSES SHALL CONFORM TO STATE DOT SPECIFICATIONS. BITUMINOUS CONC WEARING COURSE1 SUB-BASE COURSE BITUMINOUS CONC BINDER COURSE2 3 2 3 1 BITUMINOUS CONC TOP COURSE (LIGHT DUTY=1") (HEAVY DUTY=1.5") BITUMINOUS CONC BINDER COURSE (LIGHT DUTY=2") (HEAVY DUTY=2.5") GRAVEL BORROW SUB-BASE COURSE (LIGHT DUTY=12") (HEAVY DUTY=12") SEE NOTES #1 AND #2 6" 34" RADIUS 1" 6" 12 " 6"7"6" 6" ( M I N ) PROP FINISH GRADE. SURFACE TREATMENT VARIES. REFER TO SITE AND/OR LANDSCAPE PLAN. NOTES: 1. CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED EDGES TO HAVE RUBBED FINISH, AND SURFACE SHALL BE TREATED WITH A CONCRETE PENETRANT/SEALER. 2. THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH. 3. THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN SIZE, COLOR AND FINISH. 4. CURBS, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS CLOSELY AS POSSIBLE. 5. EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET (20') ON CENTER USING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 12 INCH. 6. PAVEMENT SECTION DEPTHS, MATERIAL, AND SPECIFICATIONS PER PAVEMENT SECTION DETAIL. 7. STRAIGHT CURB SECTIONS CAN BE USED FOR RADII 25' OR GREATER. OTHERWISE, CURVED CURB LENGTHS SHALL BE INSTALLED AT THE SPECIFIED RADIUS PER THE SITE PLAN. 8. PROVIDE 12 INCH EXPANSION JOINT USING PREFORMED EXPANSION JOINT FILLER WHERE ABUTTING CONCRETE SIDEWALK. 9. STONE MATERIAL SHALL BE CONSISTENT WITH THE CRUSHED STONE BASE COURSE REQUIRED FOR THE PAVEMENT SECTION, OR APPROVED EQUIVALENT. PRECAST CONCRETE CURB NOT TO SCALE (NE-S020201 - 02/2025) SE E P A V E M E N T SE C T I O N FINISH GRADE SEE SIDEWALK DETAIL SEE NOTE #8 SEE NOTE #9 6" OF PAVEMENT COMPRISED OF: 3" CLASS I BITUMINOUS CONCRETE BASE COURSE 3" CLASS I BITUMINOUS CONCRETE TOP COURSE (PLACED IN TWO 1.5" COURSES) EXISTING BITUMINOUS CONCRETE AND BASE MATCH EXISTING GRADESAWCUT & TACK COAT VERTICAL SURFACE AND SEAL JOINT AFTER INSTALLATION OF NEW PAVEMENT (1" MINIMUM OVERLAY) TACK COAT VERTICAL SURFACE AND SEAL JOINT AFTER INSTALLATION OF NEW PAVEMENT (1" MIN OVERLAY) 6" GRAVEL BASE EXISTING BITUMINOUS CONCRETE AND BASE NOTES: 1. FOR WORK WITHIN THE RIGHT-OF-WAY, PAVEMENT BASE AND SUBBASE COURSE SHALL CONFORM TO ALL STATE DOT HIGHWAY DIVISION SPECIFICATIONS NEW EXIST.1' MILL ROADWAY PATCHING NOT TO SCALE (NE-S040104 - 09/2023) EXISTING WATER MAIN TAPPING SLEEVE GATE VALVE & BOX (SEE DETAIL) TAPPING VALVE & BOX CONCRETE THRUST BLOCK UNDISTURBED MATERIAL NOTES: 1. DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE CONNECTION WITH UTILITY COMPANY. TAPPING SLEEVE AND GATE VALVE NOT TO SCALE (NE-U030401 - 11/2024) TYPICAL UTILITY TRENCH NOT TO SCALE (NE-U050201 - 09/2024) (D+2' 3 MIN) 6" IN EARTH HALF SECTION W HALF SECTION D 12" SELECT BACKFILL UNPAVED } PAVED IN ROCK ANY SHEETING DRIVEN BELOW MID-DIA. OF PIPE SHALL BE LEFT IN PLACE MATCH EXISTING PAVEMENT SECTION IF WITHIN EXISTING PAVED AREA WATER, SEWER, OR FORCE MAIN PIPE BACKFILL WITH GRAVEL BEDDING TO MID-DIAMETER WHEN OTHER THAN PVC PIPE IS USED BACKFILL WITH GRAVEL BEDDING 12" OVER PIPE WHEN PVC PIPE IS USED SHEETING (IF REQ'D) TO BE CUT OFF 5' MIN BELOW GROUND & 2' MIN ABOVE TOP OF PIPE 6" TOPSOIL & SEED REFER TO PAVEMENT SECTION DETAIL(S) FOR AREAS WITHIN PROPOSED PAVEMENT FINISHED GRADE SEWER PIPE 45° ELBOWS CLEANOUT/ END PLUG 30° ELBOW CLEANOUT/ END PLUG FLOW ALTERNATE "B" ALTERNATE "A" NOTE: 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 2. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BUILDING EXTENSION/CONNECTION. CONCRETE RIM CONCRETE RIM METAL CLEANOUT BOX (NEENAH R-7506 OR EQUIV.) FINISHED GRADE METAL CLEANOUT BOX (NEENAH R-7506 OR EQUIV.) CLEANOUT PER SCDHS NOT TO SCALE (NY-U020202 - 07/2023) F STM STM STM S S S S G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E GARAGE ENTRANCE PROP DOOR (TYP) EXISTING HYDRANT PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) PA V I L I O N P L A C E CAROLINE STREET PROP DECORATIVE LIGHT POLE. SEE THIS SHEET FOR DETAIL EXISTING LIGHT POLE TO REMAIN EXISTING LIGHT POLE TO REMAIN PROP RAMP. REFER TO ARCH PLANS FOR RAMP DESIGN L-201 LIGHTING PLAN THIS PLAN TO BE UTILIZED FOR LIGHTING PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - L L G T - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : L - 2 0 1 L G H T JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-LLGT SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. 0 SCALE: 1" = 10' 10 102.55 THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY REFERENCES 1. BASE CAD FILE, DATED MAY 31, 2024, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. 2. BASE CAD FILE, TITLED '3-13-25 CAROLINE ST 26 UNITS,' PREPARED BY 686 ARCHITECTS. GENERAL LIGHTING NOTES (REV. 6/2023) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 3. THE LIGHT LOSS FACTORS (LLF) DEPICTED IN THE LUMINAIRE SCHEDULE ON THIS PLAN ARE BASED ON DATA PROVIDED BY THE MANUFACTURER FOLLOWING IES LM-80-08 TESTING. THE LIGHT LEVELS DEPICTED ON THIS PLAN WERE CALCULATED BASED ON THE LLF LISTED IN THE LUMINAIRE SCHEDULE. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES (FC). 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. LIGHT POLE BASES ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 8. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 9. IT IS THE LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING ANY AND ALL POWER SOURCE(S) , AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. 10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. 11. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 12. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS. 13. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 14. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. APPLICABLE CODES INTERNATIONAL BUILDING CODE 2015 (IBC 2015) INTERNATIONAL ENERGY CONSERVATION CODE 2015 (IECC 2015) BUILDING AREA BASEMENT:9,903 GROSS SQ.FT. FIRST FLOOR:9,841 GROSS SQ.FT. SECOND FLOOR:9,440 GROSS SQ. FT. THIRD FLOOR:9,440 GROSS SQ. FT. FOURTH FLOOR:9,440 GROSS SQ. FT. FIFTH FLOOR PENTHOUSE: 6,250 GROSS SQ. FT. SIXTH FLOOR PENTHOUSE:3,931 GROSS SQ. FT. BUILDING TOTAL 58,245 GROSS SQ. FT. ALLOWABLE BUILDING AREA ALLOWABLE BUILDING AREA PER STORY: 72,000 S.F. ALLOWABLE PER 2021 IBC STORY PER TABLE 506.2 FOR R-2, TYPE IIIA CONSTRUCTION :THE MAXIMUM AREA PER STORY IS 10.152 S.F. THE MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE PER 2015 IBC TABLE 504 IS 5 (SEE PROVISIONS OF 510.5 BELOW). MAXIMUM HEIGHT ABOVE GRADE IS 85 (SEE PROVISIONS OF 510.5 BELOW). 2021 IBC 510.5 - FOR BUILDINGS OF TYPE l l l CONSTRUCTION IN GROUPS R2, THE MAXIMUM ALLOWABLE HEIGHT IN TABLE 504.3 SHALL BE INCREASED BY 10 FEET AND THE MAXIMUM ALLOWABLE STORIES IN TABLE 504.4 SHALL BE INCREASED BY ONE WHERE THE FIRST FLOOR ASSEMBLY ABOVE THE BASEMENT HAS A FIRE-RESISTANCE RATING OF OF NOT LESS THAN 3 HOURS AND THE FLOOR AREA IS SUBDIVIDED BY 2- HOUR FIRE-RESTIANCE RATED WALLS INTO AREAS OF NOT MORE THAN 3,000 SQUARE FEET. IF THESE CONDITITONS ARE MET, THE MAXIMUM HEIGHT IS 95 FEET AND THE MXIMUM NUMBER OF STORIES ABOVE THE GRADE PLANE IS 6. CONSTRUCTION TYPE llIA. FIRE RESISTANCE RATING REQUIREMENT FOR ELEMENTS PER 2015 IBC TABLE 601. PRIMARY STRUCTURAL FRAME 1 HOUR INTERIOR BEARING WALLS 1 HOUR EXTERIOR BEARING WALLS 2 HOUR INTERIOR NONBEARING WALLS 0 HOUR EXTERIOR NON BEARING WALLS 1 HOUR FIRST FLOOR CONSTRUCTION 3 HOUR OTHER FLOOR CONSTRUCTION 1 HOUR ROOF CONSTRUCTION 1 HOUR TYPE III CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE EXTERIOR WALLS ARE OF NONCOMBUSTIBLE MATERIALS AND THE INTERIOR BUILDING ELEMENTS ARE OF ANY MATERIAL PERMITTED BY THIS CODE. FIRE RETARDANT-TREATED WOOD FRAMING COMPLYING WITH SECTION 2303.2 SHALL BE PERMITTED WITHIN THE EXTERIOR WALL ASSEMBLIES OF A 2-HOUR RATING OR LESS. EXTERIOR WALLS FIRE RESISTANCE RATING REQUIRED FOR ELEMENTS IN IIIA CONSTRUCTION PER 2015 IBC TABLE 601. EXTERIOR BEARING WALLS 2 HOURS 2 HOUR EXTERIOR WALLS REQUIRED FOR TYPE IIIA CONSTRUCTION. SUBMIT PROPOSED EXTERIOR WALL ASSEMBLY DETAILS TO ARCHITECT FOR APPROVAL PRIOR TO ANY CONSTRUCTION. SEPARATION WALLS SEPARATION WALLS PER SECTION 420.2 OF THE IBC 2021: " WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING UNITS AND SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708." 2021 IBC 708.3.2 "FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR. NOTE: UNIT DEMISING PARTITION WALLS ARE CONSTRUCTED SIMILAR TO A 2-HOUR FIRE RATED PARTITION TO MEET ACOUSTICAL REQUIREMENTS. THIS PROVIDES ENHANCED FIRE SAFETY ABOVE THE 1- HOUR MINIMUM REQUIREMENT. HORIZONTAL SEPARATION HORIZONTAL SEPARATION PER SECTION 420.3 OF THE IBC 2021: " FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDING, FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING UNITS AND SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 711" SECTION 711.2.4.3 OF THE IBC 2021: "HORIZONTAL ASSEMBLIES SERVING AS DWELLING UNIT OR SLEEPING UNIT SEPRARATIONS IN ACCORDANCE 420.3 SHALL BE NOT LESS THAN 1- HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. 1 HOUR SEPARATION PROVIDED. OCCUPANT LOAD PER TABLE 1004.1.2 : BASEMENT FLOOR : PARKING 8,555 GROSS SQ. FT. DIVIDE BY 200 = 43 RESIDENTIAL (STAIRS & ELEVATOR LOBBY) 1,725 GROSS SQ. FT. DIVIDE BY 200 = 9 MECHANICAL 469 GROSS SQ. FT. DIVIDE BY 300 = 2 BASEMENT FLOOR SUBTOTAL = 54 FIRST FLOOR: RETAIL USE 5,528 GROSS SQ. FT. DIVIDE BY 60 = 93 RESIDENTIAL 1,725 GROSS SQ. FT. DIVIDE BY 200 = 9 PARKING GARAGE (OPEN)2,589 GROSS SQ. FT. DIVIDE BY 200 = 13 FIRST FLOOR SUBTOTAL = 115 SECOND FLOOR: RESIDENTIAL USE 9,440 GROSS SQ. FT. DIVIDE BY 200 = 48 THIRD FLOOR: RESIDENTIAL USE 9,440 GROSS SQ. FT. DIVIDE BY 200 = 48 FOURTH FLOOR: RESIDENTIAL USE 9440 GROSS SQ. FT. DIVIDE BY 200 = 48 FIFTH FLOOR: RESIDENTIAL USE 6,250 GROSS SQ. FT. DIVIDE BY 200 = 32 SIXTH FLOOR PENTHOUSE: RESIDENTIAL USE 3,931 GROSS SQ. FT. DIVIDE BY 200 = 20 TOTAL BUILDING OCCUPANT LOAD = 365 EGRESS PER TABLE 1006.2.1 OF IBC 2021 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY: IN GROUP R-2 OCCUPANCIES, ONE MEANS OF EGRESS IS PERMITTED WITHIN AND FROM INDIVIDUAL DWELLING UNITS WITH A MAXIMUM OCCUPANT LOAD OF 20 (LESS THEN 4,000 S.F.) AND A MAXIMUM COMMONPATH OF EGRESS TRAVEL DISTANCE OF 125 FEET WHERE THE UNIT IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. ALL UNITS ARE LESS THAN 4,000 S.F. THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. THE EGRESS TRAVEL DISTANCE WITHIN ALL UNITS IS LESS THAN 125 FEET. PER SECTION 1006.3.4.5 IINDIVIDUAL SINGLE STORY OR MULTISTORY DWELLING UNITS SHALL BE PERMITTED TO HAVE A SINGLE EXIT OR ACCESS TO A SINGLE EXIT FROM THE DWELLING UNIT PROVIDED THAT BOTH OF THE FOLLOWING CONDITIONS ARE MET: 5.1 THE DWELLING UNIT COMPLIES WITH SECTION 1006.2.1 AS A SPACE WITH ONE MEANS OF EGRESS. 5.2 EITHER THE EXIT FROM THE DWELLING UNIT DISCHARGES DIRECTLY TO THE EXTERIOR AT THE LEVEL OF EXIT DISHARGE OR THE EXIT ACCESS OUTSIDE THE DWELLING UINIT PROVIDES ACCESS TO NOT LESS THAN TWO APPROVED INDEPENDANT EXITS. ALL DWELLING UNITS COMPLY WITH SECTION 1006.2.1 AS A SPACE WITH ONE EXIT. ALL DWELLING UNITDS HAVE ACCESS TO TWO APPROVED MEANS OF EGRESS FROM THE EXIT ACCESS OUTSIDE THE DWELLING UNIT. MINIMUM WIDTH FOR EGRESS STAIRS PER 2021 IBC 1011.2: 44 INCHES WIDTH. MAXIMUM LENGTH OF EXIT TRAVEL PER 2015 IBC TABLE 1017.2: 250 FEET. REQUIRED STAIR EGRESS WIDTH PER 2021 IBC 1005.3.1 STAIRWAYS: FOR OTHER THAN H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2. PER 1005.3.1 WHERE STAIRWAYS SERVE MORE THAN ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAY SERVING THAT STORY. THE LARGEST STORY IS 9,392 SQUARE FEET AND HAS AN OCCUPANT LOAD OF 47. THE OCCUPANT LOAD OF 47 x 0.2 INCHES PER OCCUPANT = 9.4 INCHES REQUIRED STAIRWAY WIDTH BASED ON OCCUPANT LOAD. A TOTAL OF 50" OF STAIRWAY WIDTH HAS BEEN PROVIDED. REQUIRED DOOR EGRESS WIDTH PER 2021 IBC 1005.3.2 FOR OTHER THAN H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.15 INCH PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2. PER 1005.3.1 WHERE STAIRWAYS SERVE MORE THAN ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAY SERVING THAT STORY. ITEM 2: WITHIN 30 FEET DISTANCE OF TRAVEL FROM COMMERCIAL COOKING EQUIPMENT AND FROM DOMESTIC COOKING EQUIPMENT IN GROUP I-1; I-2, CONDITION 1; AND R-2 COLLEGE DORMITORY OCCUPANCIES. ITEM 2 IS NOT APPLICABLE TO THE INITIAL BUILDING CONSTRUCTION. IF THE COMMERCIAL/RETAIL SPACES ON THE FIRST FLOOR INCLUDE COMMERCIAL COOKING FACILITIES, THEN THE PROVISIONS OF ITEM 2 MUST BE FOLLOWED. ITEM 3: IN AREAS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED, USED OR DISPENSED. ITEM 3 IS NOT APPLICABLE TO THE INITIAL BUILDING CONSTRUCTION. IF THE COMMERCIAL / RETAIL SPACES ON THE FIRST FLOOR INCLUDED THE STORAGE, USE OR DISPENSING OF FLAMMABLE OR COMBUSTIBLE FLUIDS, THEN THE PROVISIONS OF ITEM 3 MUST BE FOLLOWED. ITEM 4: ON EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION EXCEPT GROUP R3 OCCUPANCIES, IN ACCORDANCE WITH SECTION 3315.1 OF THE INTERNATIONAL FIRE CODE. ITEM 4 IS APPLICABLE TO THE BUILDING WHILE UNDER CONSTRUCTION. ITEM 5: WHERE REQUIRED BY THE INTERNATIONAL FIRE CODE SECTIONS INDICATED IN TABLE 906.1. ITEM 5 IS APPLICABLE TO THIS PROJECT AND INCLUDES A NU,BER OF DIFFERENT SUBJECTS THAT REQUIRE ADDITIONAL PORTABLE FIRE EXTINGUISHERS, MOST OF WHICH ARE NOT APPLICABLE TO THIS PROJECT. SOME, BUT NOT NECESSARILY ALL, SUBJECTS THAT MAY BE APPLICABLE TO THIS PROJECT INCLUDE DRY CLEANING PLANTS, INDUSTRIAL OVENS, AND REPAIR GARAGES IF INCLUDED IN THE BUILD OUT OF THE RETAIL / COMMERCIAL SPACES AND PORTABLE GENERATORS, ASPHALT KETTLES, AND ROOFING OPERATIONS DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL REVIEW TABLE 906.1 AND FOLLOW THE REQUIREMENTS AS APPLICABLE TO THE PROJECT CONSTRUCTION ITEM 6: SPECIAL HAZARD AREAS, INCLUDING BUT NOT LIMITED TO LABORATORIES, COMPUTER ROOMS AND GENERATOR ROOMS, WHERE REQUIRED BY THE FIRE CODE OFFICIAL. ITEM 6 IS NOT APPLICABLE TO THE INITIAL BUILDING CONSTRUCTION. IF THE COMMERCIAL/RETAIL SPACES ON THE FIRST FLOOR AND BASEMENT ARE DEVELOPED TTO INCLUDE THESE USES OR ANY OTHER USE WHERE THE FIRE CODE OFFICAL REQUIRES, THEN THE OPROVISIONS OF ITEM 6 MUST BE FOLLOWED. TYPE 2 - A FIRE EXTINGUISHERS ARE REQUIRED AND THE MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET PER TABLE 906.3 (1) OF IBC 2021. INTERIOR FINISH REQUIREMENTS PER IBC 2021 2021 IBC SECTION 803 WALL AND CEILING FINISHES SECTION 803 WALL AND CEILING FINISHES TABLE 803.13 INTERIOR WALL AND CEILING FINISHES BY OCCUPANCY OCCUPANCY: R-2 RESIDENTIAL - SPRINKLER. WALL AND CEILING FINISHES IN EXIT STAIRWAYS AND EXIT PASSAGEWAYS: CLASS B. WALL AND CEILING FINISH IN CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: CLASS B. ROOMS AND ENCLOSED SPACES: CLASS C PER IBC 2021 803.1.1: CLASS BE: FLAMESPREAD INDEX 26-75; SMOKE DEVELOPED INDEX 0-450. CLASS C: FLAMESPREAD INDEX: 76-200; SMOKE DEVELOPED INDEX 0-450. PER IBC 2021 804.4.2 INTERIOR FLOOR FINISH REQUIREMENTS INTERIOR FLOOR FINISHES SHALL COMPLY WITH DOC FF1 "PILL TEST" AND ASTM D 2859. SPRINKLER BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. FIRE EXTINGUISHERS FIRE EXTINGUISHERS ARE REQUIRED IN NEW R-2 OCCUPANCIES PER 906.1 OF IBC 2021. IN GROUP R2 OCCUPANCIES, PORTABLE FIRE EXTINGUISHERS SHALL BE REQUIRED ONLY IN LOCATIONS SPECIFIED IN ITEMS 2 THROUGH 6 WHERE EACH DWELLING UNIT IS PROVIDED WITH A PORTABLE FIRE EXTINGUISHER HAVING A MINIMUM RATING OF 1-A:10-B:C. ACCESSIBILITY - GENERAL REQUIREMENTS 1. SEE THE ENLARGED BATHROOM AND KITCHEN PLANS AND ELEVATIONS AND ASSOCIATED NOTES FOR ACCESSIBILITY REQUIREMENTS IN THOSE AREAS. 2. ELECTRICAL OUTLETS A. ELECTRICAL OUTLETS SHALL BE MOUNTED BETWEEN 15 INCHES AND 48 INCHES ABOVE THE FLOOR AND NO LESS THAN 18 INCHES FROM INTERIOR CORNERS. B. AT LEAST ONE ELECTRICAL OUTLET SHALL BE LOCATED ON THE SAME WALL AS THE TELEPHONE OUTLET AND DOOR CHIME. C. WHEREVER EXTERIOR DECKS, PATIOS OR BALCONIES ARE PROVIDED, AN EXTERIOR OUTLET SHALL ALSO BE PROVIDED. 3. OPERABLE PORTIONS OF ALL CONTROLS, ALARMS AND INTERCOMS SHALL BE LOCATED BETWEEN 36 INCHES AND 48 INCHES ABOVE THE FINISH FLOOR AND 18 INCHES MINIMUM FROM INTERIOR CORNERS. PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:44 PM BU I L D I N G C O D E 23-135 06-20-2025 DK WC T1 REV. DATE DESCRIPTION BUILDING CODE ANALYSIS UP UP CAR ELEVATOR ELEV. MECH. ROOM 1 x 2 x 3 x 4 x 5 x 6 x 7 x 12 x 11 x 10 x 9 x 13 x 14 x 15 x 19 16 x 18 PARKING ON SLAB 19 SPACES ( x ) CAR LIFT +17 ADDITION SPACES FOR TOTAL 36 VEHICLES. NOTE: ELEVATOR17 x 8 x CAR ELEVATOR 10 ' - 5 " 211 SF SPRINKLER ROOM 166 SF ELECTRIC ROOM 177 SF COMMON170 SF BIKE STORAGE THIS LEVEL IS FULL VALET PARKING ONLY. NOTE: 9' - 0" 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 5 " 9' - 0 " 007 007 001 009 009 009 009 007 4 4 3 3 4 5 F F F F F FF F 9' - 0 " 11' - 1" 11' - 9"52' - 3" 4' - 1 " 11 ' - 7 " 10 ' - 8 " 66 ' - 6 " 102' - 7" 71 ' - 7 " 21 ' - 2 " 92 ' - 9 " 102' - 7" 92 ' - 9 " 10' - 1"9' - 3"9' - 0"7' - 10" 19 ' - 2 " 24' - 7"18' - 0"18' - 0"21' - 2"18' - 1" 14' - 2" 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 3 3 3 3 3 R @ 0' - 7"20 R @ 0' - 7"21CMCM CM CM CM CM CM CM CM CM CM CM 12 ' - 1 0 " 4 4 10 ' - 2 " 16' - 6" 27' - 1" 12' - 0" 001 170 SF BIKE ROOM CM Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:16:57 PM BA S E M E N T F L O O R P L A N 23-135 06-20-2025 DK WC A0 3/16" = 1'-0"1 BASEMENT REV. DATE DESCRIPTION DN DN UP DN DN DN UP 1 A15 ELEVATOR 201 SF PARKING OFFICE RAMP UP 1/12 ELEV.276.5 RAMP UP 1/12 ELEV. 274.39 ELEV. 274.7 ELEV. 274.7 667 SF COMMON 429 SF CAR ELEVATORS 201 SF TRASH 2370 SF RETAIL - 1 2654 SF RETAIL - 2 RAMP UP 1/12 RESIDENTIAL ENTRANCE 93 SF MAIL ROOM LOBBY 8' - 8"7' - 6" 7' - 1 0 " 12' - 0" 5' - 0 " 8' - 0 " 25' - 7"5' - 0" CAR ELEVATOR CAR ELEVATOR 58 ' - 4 " 11' - 0" Caroline Street Pa v i l i o n P l a c e B B F D F D E C D D C F G G 100 002 009 002 001 002 009 002 102 102 102 101 100 101 101BB A A B B B B101 A 1 A A A A 3 3 5 A 3 3 2 3 A A 1 3 3 3 3 A A A A A A A A A AA A A A A A A A A A 11 ' - 1 " 10 ' - 7 " 8' - 9 " 23' - 8"8' - 1"20' - 2"11' - 6"15' - 5"11' - 6"17' - 3" 53' - 4"53' - 4" 22 ' - 1 0 " 5' - 4 " 10 ' - 8 " 26 ' - 0 " 7' - 4 " 20 ' - 8 " 88' - 5" 88 ' - 8 " 4' - 1 " 107' - 7" 92 ' - 9 " R @ 0' - 7"20 R @ 0' - 7"21 1 EV CHARGER 10' - 0" EV CHARGEREV CHARGER 25' - 0"25' - 0" 11' - 3"7' - 2" 10 ' - 0 " 8' - 0" 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6" 3 EV CHARGER STATIONS WILL BE PROVIDED 5' - 8 " 8' - 1 1 " 7' - 7 " 8' - 8" 17 ' - 2 " 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 CMCM CM CM CM CM CM CM CM CM 1 A12 3 A A 1 A13 Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:16:58 PM FI R S T F L O O R P L A N 23-135 06-20-2025 DK WC A1 3/16" = 1'-0"1 FIRST FLOOR REV. DATE DESCRIPTION D W DW D W DW DN D W REF. REF. REF. RE F . REF. RE F . D W UP DN UP ELEVATOR PRIMARY BEDROOM BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM BEDROOM 1275 SF UNIT 201 - TWO BEDROOMS 1696 SF UNIT 204 - TWO BEDROOMS 1398 SF UNIT 205 - TWO BEDROOMS 1364 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET WALK-IN CLOSET 1437 SF UNIT 203 - TWO BEDROOMS BEDROOMBEDROOM CLOSET 431 SF COMMON PRIMARY BEDROOM 827 SF UNIT 202 - ONE BEDROOM BEDROOM CLOSET DEN CLOSET DEN 13' - 2"10' - 7" 8' - 0" 3' - 1" 15' - 11"9' - 0"15' - 5"13' - 3"14' - 3" 13 ' - 3 " 2' - 4 " 8' - 1 0 " 11 ' - 5 " 8' - 0 " 8' - 0 " 17 ' - 1 " 19 ' - 1 0 " 22' - 7"14' - 7"38' - 0"15' - 0"12' - 7" 17 ' - 7 " 11 ' - 1 1 " 16 ' - 1 1 " 11 ' - 5 " 11 ' - 5 " 3 ' - 3 " 20 ' - 3 " 102' - 8" 88 ' - 8 " 92 ' - 9 " 102' - 8" H H H H H H H H H H HHHHHG H I H G H H H G A A A A A A A A A A A A A A A A A A 102 102 102 102 102 102102 002 003 2 1 1 1 1 1 2 2 1 002 004 003 002 002 002 002 005 006 005 005 002 002 009 2 002 009 3 3 3 3 A 5 3 3 2 2 2 1 1 1 1 1 2 1 1 003 1 002 2 2 002 002 009 009 3 3 3 1 1 1 002 002 003 002 004 005 004 002 006 2 2 2 2 2 1 1 1 1 009 005 009 3 3 3 005 2 004 002 006 2 3 2 2 2 005 002 002 003 1 1 1 3 003 002 002 006 009 008 1 1 2 2 1 1 002 002 2 1 2 1 005 1 009 3 002 PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. BARHRM. 004 3 3 005 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM PRIMARY BEDROOM CLOSET CLOSET CLOSET CLOSET 10' - 1 0 " 17' - 0" AFFORDABLE UNIT 004 Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:16:59 PM SE C O N D F L O O R P L A N 23-135 06-20-2025 DK WC A2 3/16" = 1'-0"1 SECOND FLOOR REV. DATE DESCRIPTION D W DW D W DW D W REF. REF. REF. RE F . REF. RE F . D W DN UP DNUP ELEVATOR 431 SF COMMON G H G H H H H H H H H H H H H H H HHHHHG H I H 13' - 2"10' - 7" 8' - 0" 3' - 1" 15' - 11"9' - 0"15' - 5"13' - 3" 1' - 6" 12' - 9" 13 ' - 3 " 2' - 4 " 8' - 1 0 " 11 ' - 5 " 16 ' - 0 " 17 ' - 2 " 2' - 5 " 17 ' - 4 " 22' - 7"14' - 7"14' - 9"11' - 6"11' - 9"15' - 0"12' - 7" 20 ' - 3 " 3' - 3 " 11 ' - 5 " 10 ' - 1 1 " 17 ' - 5 " 11 ' - 1 1 " 17 ' - 7 " 88 ' - 8 " 88' - 5"14' - 3" 92 ' - 9 " 102' - 8" 003 1 002 002 A A 102 A 005 1 005 1 3 1 2 1 004 002 005 1 1 2 2 3 009 009 009 A A 102 A 1 3 003 1 1 002 A 102 2 002 2 002 3 3 2 002 003 1 1 3 5 009 002 3 3 1 005 009 009009 002 002 2 2 2 1 002 004 002 1 3 005 2 004 1 2 002 002 1 A 102 A 3 004 004 1 1 3 2 1 008 006 006 2 002 004 002 1 A 004 3 3 2 2 006 002 2 005 1 002 002 0040021 1 1 3 3 1 2 006 2 002 2 002 004 2 1 1 002 002 003 1 1 004 005 2 A 102 A 102 A A 3 2 2 1275 SF UNIT 301 - TWO BEDROOMS 1436 SF UNIT 303 - TWO BEDROOMS 431 SF COMMON 827 SF UNIT 302 - ONE BEDROOM 1364 SF UNIT 306 - TWO BEDROOMS 1398 SF UNIT 305 - TWO BEDROOMS 1696 SF UNIT 204 - TWO BEDROOMS 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 R @ 0' - 7"18 R @ 0' - 7"18 2 CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM WALK-IN CLOSET CLOSET PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. BARHRM. CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSET 102 17' - 0" 10' - 1 0 " Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:01 PM TH I R D F L O O R P L A N 23-135 06-20-2025 DK WC A3 3/16" = 1'-0"1 THIRD FLOOR REV. DATE DESCRIPTION D W DW D W DW D W REF. REF. REF. RE F . REF. RE F . D W DN UP DNUP ELEVATOR 431 SF COMMON G H G H H H H H H H H H H H H H H H HHHHHGH I H 13' - 2"10' - 7" 8' - 0" 3' - 1" 15' - 11"9' - 0"15' - 5"13' - 3" 1' - 6" 12' - 9" 88' - 5"14' - 3" 102' - 8" 22' - 7"14' - 7"14' - 9"11' - 6"11' - 9"15' - 0"12' - 7" 17 ' - 4 " 2 ' - 6 " 1 7 ' - 1 " 16 ' - 0 " 11 ' - 5 " 8 ' - 1 0 " 2 ' - 4 " 1 3 ' - 3 " 88 ' - 8 " 102' - 8" 20 ' - 3 " 3' - 3 " 11 ' - 5 " 10 ' - 1 1 " 17 ' - 5 " 11 ' - 1 1 " 17 ' - 7 " 92 ' - 9 " 003 1 002 002 002 1 2 1 A 102 A 102 A 3 005 1 009 1005 002 006 002 2 2 2 004 1 0031 3 A A 102 A 5 2 002 002 009 2 002 1 A 102 A 005 1 006 2 002 009 3 2 3 3 2 2 004 2 002 1 002 002 1 003 A A 3 004 1 A 102 102 A A A 3 3 009 009 2 002 003 1 1 A 1 005 009 3 2 002 1 004 002 2 2 002 002 1 3 004 1 2 005 002 2 002 1 A A 102 A 003 002 1 1 006 22002 1 008 009 003 1 3 1 003 3 3 002 1 2 0020021 1 003 1 A AA 2 006 2 2 2 002 005 3 3 3 3 009 1275 SF UNIT 401 - TWO BEDROOMS 827 SF UNIT 402 - ONE BEDROOM 1437 SF UNIT 403 - TWO BEDROOMS 1364 SF UNIT 406 - TWO BEDROOMS 1398 SF UNIT 205 - TWO BEDROOMS 1696 SF UNIT 404 - TWO BEDROOMS 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 R @ 0' - 7"18 R @ 0' - 7"18 2 CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM WALK-IN CLOSET CLOSET PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. BARHRM. CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET 17' - 0" 10' - 1 0 " Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:02 PM FO U R T H F L O O R P L A N 23-135 06-20-2025 DK WC A4 3/16" = 1'-0"1 FOURTH FLOOR REV. DATE DESCRIPTION REF. RE F . D W REF.REF. D W D W REF. D WD W DN UP DNUP ELEVATOR 464 SF COMMON 1084 SF UNIT 501- THREE BEDROOMS 1225 SF UNIT 502- THREE BEDROOMS 875 SF UNIT 503 - TWO BEDROOMS 974 SF UNIT 504 - TWO BEDROOMS 934 SF UNIT 505 - TWO BEDROOMS BEDROOM BEDROOM PRIMARY BEDROOM BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM BEDROOM PRIMARY BEDROOM BEDROOMBEDROOM BEDROOM 12' - 1" 8' - 10"15' - 3" 4' - 4" 4' - 4" 15' - 9"8' - 4" 12' - 7" 11 ' - 6 " 2' - 6 " 24 ' - 1 0 " 20 ' - 1 " 2' - 7 " 14 ' - 1 1 " 11' - 5" 2' - 5" 12' - 7"10' - 7" 10' - 5" 11' - 11" 11' - 10" 10' - 10" 14 ' - 1 1 " 22 ' - 8 " 24 ' - 1 0 " 2' - 6 " 1 1 ' - 6 " 81' - 11" 76 ' - 5 " 81' - 11" 76 ' - 5 " GFA = 6,250 S.F. 10' - 0" 5' - 1 0 " 9' - 9" 9' - 6 " 10' - 0" 1' - 9 " H H H H H H H H H H H H H HHHHH H H H H H H H 1 002 002003 1 B B 102 1 102 004 1 B 002 002 1 005 005 2 2 002 009 3 5 009 B 3 009 002 005 1 005 2 006 006 2 2 2 002 002002 1 1 003 003 1 B B 102 B 1 3 003 1 1 002 2 006 002 2 3 009 005 1 005 2 3 009 3 009 009 006 2 2 0062 002 1 003 002 2 006 2 2 005 2 002 002 1 1 002 003 1 102 B B 102 002 1 003 1 3 005 1 005 13 005 1 2 005 002 002 1 002 002 1 1 003 1 B 102 2 004 1 002 2 3 2 006006 2 2 3 PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. 6' - 1 " 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 R @ 0' - 7"18 R @ 0' - 7"18 CM CM CM CM CM CM CM CM CM CMCMCM CM CM CM CM CM CM CM CM 102 1 0 ' - 1 " 6' - 9 " Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:03 PM FI F T H F L O O R P L A N 23-135 06-20-2025 DK WC A5 3/16" = 1'-0"1 FIFTH FLOOR REV. DATE DESCRIPTION REF. WDWD RE F . DN DN LADDER ELEVATOR 243 SF COMMON BEDROOM BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM 1392 SF PENTHOUSE - 101 1543 SF PENTHOUSE - 102 MECHANICAL ROOM 22' - 8"26' - 0"22' - 2" 18 ' - 8 " 2' - 5 " 34 ' - 5 " 14' - 8"15' - 4"5' - 6" 5' - 6"15' - 3"14' - 9" 18 ' - 8 " 2' - 5 " 34 ' - 5 " BEDROOM BEDROOM CLOSET CL. 5' - 6" 10 ' - 6 " 10 ' - 6 " 10 ' - 0 " 10 ' - 0 " LINE OF TYPICAL FLOOR BULD BELOW 10 ' - 6 " 6' - 4 " 10' - 3"5' - 6" 10' - 3"5' - 6" 10' - 6" 5' - 6"10' - 6" 10 ' - 6 " 6 ' - 4 " KJK K K K K K K K K K K J KK 009 009 5 B 009 3 3 009 009 3 3 002 002 002002 3 2 2 002 2 2 1 008 3 1 008 102102 B 1 2 005 002 102 003 1 1 002 1 002 102 B B 102 1 B 005 2 002 1 003 102 1 002 002 1 002 2 B 102 102 B PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 R @ 0' - 7"18 R @ 0' - 7"18 CM CM CM CM CM CM CMCM CM CM CM CM CM B B Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:04 PM PE N T H O U S E P L A N 23-135 06-20-2025 DK WC A6 3/16" = 1'-0"1 PENTHOUSE REV. DATE DESCRIPTION ELEVATOR ROOF LADDER DECK @ FIFTH FLOOR DECK @ PENTHOUSE DE C K @ F I F T H F L O O R DE C K @ F I F T H F L O O R DECK @ PENTHOUSE DE C K @ P E N T H O U S E DE C K @ P E N T H O U S E PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 3/16" = 1'-0" 8/11/2025 2:17:05 PM RO O F P L A N 23-135 06-20-2025 DK WC A7 REV. DATE DESCRIPTION 3/16" = 1'-0"1 SITE PLAN FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" FOURTH FLOOR 32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE52' - 0" ROOF63' - 0" 0 2'-0" 4'-0"8'-0" SCALE: 1/4" = 1'-0" 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 0 " KEARNEY BLOCK 35 CAROLINE RESTAURANT TOP OF PARAPET64' - 7" 1' - 7 " CUSTOM CAST 3 4 1 2KEY PLAN Caroline Street Pa v i l i o n P l a c e PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:09 PM BU I L D I N G E L E V A T I O N S 1 M A I N EN T R A N C E 23-135 06-20-2025 DK WC A8 1/4" = 1'-0"1 ELEVATION 1 MAIN ENTRANCE REV. DATE DESCRIPTION FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR 22' - 0" FOURTH FLOOR32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE52' - 0" ROOF 63' - 0" 0 2'-0" 4'-0"8'-0" SCALE: 1/4" = 1'-0" 35 CAROLINE SHOP KEARNEY BLOCK SHOP TOP OF PARAPET64' - 7" 1' - 7 " 11 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 12 ' - 0 " 3 4 1 2KEY PLAN Caroline Street Pa v i l i o n P l a c e PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:11 PM BU I L D I N G E L E V A T I O N S 2 23-135 06-20-2025 DK WC A9 1/4" = 1'-0"1 ELEVATION 2 REV. DATE DESCRIPTION FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" FOURTH FLOOR 32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE52' - 0" ROOF63' - 0" 0 2'-0" 4'-0"8'-0" SCALE: 1/4" = 1'-0" TOP OF PARAPET64' - 7" 3 4 1 2KEY PLAN Caroline Street Pa v i l i o n P l a c e PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:14 PM BU I L D I N G E L E V A T I O N S 3 23-135 06-20-2025 DK WC A10 1/4" = 1'-0"1 ELEVATION 3 REV. DATE DESCRIPTION FIRST FLOOR STAIR 0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" FOURTH FLOOR32' - 0" FIFTH FLOOR 42' - 0" PENTHOUSE52' - 0" ROOF63' - 0" 0 2'-0" 4'-0"8'-0" SCALE: 1/4" = 1'-0" TOP OF PARAPET64' - 7" 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 0 " 1' - 7 " 3 4 1 2KEY PLAN Caroline Street Pa v i l i o n P l a c e PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:17 PM BU I L D I N G E L E V A T I O N 4 23-135 06-20-2025 DK WC A11 1/4" = 1'-0"1 ELEVATION 4 REV. DATE DESCRIPTION FIRST FLOOR STAIR 0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" BASEMENT-12' - 0" FOURTH FLOOR32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE 52' - 0" ROOF63' - 0" RAMP 1:12 MAX PARAPET WALL 42" HIGH MINIMUM FROM ROOF DECK WALKING SURFACE - CONTINUE WATER PROOFING UP INSIDE FACE OF WALL FOAM CORNICE TRIM SEE ENLARGED DETAILS FORM TRIM 42" HIGH GUARDRAIL ELEVATOR PENTHOUSE - COMFIRM HEIGHT AND REQUIREMENTS WITH ELEVATOR MANUFACTURER FIRE GLASS CORNICE TRIM - TYPICAL 42" HIGH GUARDRAIL AT BALCONIES - TYPICAL PARAPET WALL / GUARDRAIL 42" HIGH MINIMUM FLOOR ASSEMBLY AT RESIDENTIAL UNITS - STC=50 MINIMUM IIC=50 MINIMUM - TYPICAL INTERIOR DOOR - SEE DOOR SCHEDULE - TYPICAL ELEVATOR DOORS BY ELEVATOR MANUFACTURER - TYPICAL BALCONY DOORS - SEE DOOR SCHEDULE - TYPICAL INTERIOR PARTITION - SEE FLOOR PLAN FOR TYPES - TYPICAL INTERIOR UNIT DEMISHING WALLS STC=50 MINIMUM EXTERIOR WALLS - SEE WALL SECTIONS FOR CONSTRUCTION DETAILS ENTRANCE CANOPY BEYOND ALUMINUM STOREFRONT WINDOWS WITH INSULATED GLASS CONCRETE FOUNDATION WALL WITH R = 10 INSULATION ON EXTERIOR FACE 6" FLOOR SLAB 1 1/2" O.D WALL MOUNTED METAL RAILING ON EACH SIDE OF RAMP FLOOR ASSEMBLY AT COMMERCIAL SPACES - SEE FLOOR ASSEMBLY DETAILS 2' - 0"2' - 0"2" RIGID INSULATION AT BUILDING PERIMETER TOP OF PARAPET 64' - 7" 1' - 7 " 11 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 0 " TOP BOTTOM 1'-0" BEYOND TOP RISER1' - 0" 1' - 0" ROOF ASSEMBLY - SEE DETAILS FOR CONSTRUCTION REQUIREMENTS KEY PLAN Caroline Street Pa v i l i o n P l a c e A12 1A12 1 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:18 PM BU I L D I N G S E C T I O N - 1 23-135 06-20-2025 DK WC A12 REV. DATE DESCRIPTION 3/16" = 1'-0"1 BUILDING SECTION - 1 FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" BASEMENT -12' - 0" FOURTH FLOOR32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE52' - 0" ROOF63' - 0" TOP OF PARAPET64' - 7" THERMOPLASTIC POLYOLEFIN (TPO) ROOF MEMBRANE 1/2" ROOF COVER BOARD POLYISOCYANURATE ROOF INSULATION - 2 1/2" THICK MINIMUM - SLOPE 1/4" / FOOT TO ROOF DRAIN 3/4" ROOF SHEATING 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING 6 MIL.POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD 3/4" HARDWOOD FLOORING4' - 0 " FACE OF WALL INSIDE FACE OF PARAPET 10'-0"5'-6" 3/4" GALVANIZED STEEL VERTICAL FURRING AT 4'-0"O.C. FOAM CORNICE TRIM METAL ROOF EDGE GALVANIZED STEEL HORIZONTAL FURRING AT 4'-0"O.C. WEATHER BARRIER 5/8" GYPSUM SHEATHING FLAMEBLOCK SHEATHING WELDED METAL RAILING WRAP PARAPET WITH BREAK METAL COPPER WALL PANEL FOAM CORNICE TRIM 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING FIBER CEMENT SIDING PANEL AT INSIDE FACE OF PARAPET 6 MIL.POLYETHYLENE VAPOR BARRIER COPPER WALL PANEL 3/4" GALVANIZED STEEL VERTICAL FURRING AT 4'-0"O.C. GALVANIZED STEEL HORIZONTAL FURRING AT 4'-0"O.C. SIXTH FLOOR TOP OF ROOF SHEATHING 11 ' - 0 " FIFTH FLOOR FIRE-RATED CLOSED CELL SPRAY FOAM AIR SEALER R=20 AT EXTERIOR SIDE OF ROOF FRAMING WRAP PARAPET WITH BREAK METAL FOAM CORNICE TRIM 10 ' - 0 " 4' - 0 " FOURTH FLOOR BRICK VENEER DOUBLE TOP PLATE AIR SPACE 2 1/2" RIGID INSULATION R=12.5 WEATHER BARRIER 10 ' - 0 " LVL FRAMING BELOW WALL 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL RESIDENTIAL ALL WELDED METAL RAILING LOW PROFILE ROOF DECK SYSTEM TPO ROOF MEMBRANE 1/2" ROOF COVER BOARD LOW PROFILE ROOF DECK SYSTEM ROOF DRAIN POLYISOCYANURATE ROOF INSULATION - 2 1/2" THICK MINIMUM - SLOPE 1/4" / FOOT TO ROOF DRAINS 3/4" ROOF SHEATHING 11 7/8" TJI FRAMING ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL RESIDENTIAL THIRD FLOOR 5/8" GYPSUM SHEATHING 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING GALVANIZED STEEL LINTEL ANGLE ATTACHED TO BUILDING FRAMING METAL FLASHING - OVERLAP WITH WEATHER BARRIER MEMBRANE 10 ' - 0 " ACOUSTICAL UNDERLAYMENT 3/4" HARDWOOD FLOORING ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING RESIDENTIAL SECOND FLOOR MINERAL WOOL INSULATION R=20 2x6 FIRE RETARDENT TREATED WALL STUD 6 MIL.POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD 10 ' - 0 " CONTINUOUS SEALANT - TYPICAL 11 7/8" TJI FRAMING 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING 3/4" HARDWOOD ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL RESIDENTIAL ACOUSTICAL UNDERLAYMENT SPRAY FIREPROOFING FINISH FLOORING - COLOR TO BE SELECTED BY OWNER 4" CONCRETE SLAB ON METAL FORM DECK ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 3-HOUR FIRE-RATING AT FIRST FLOOR RETAIL SPACE FIRST FLOOR GRADE METAL FLASHING - OVERLAP WITH WEATHER BARRIER MEMBRANE OUTER FACE OF BRICK TO ALIGN WITH OUTER FACE OF FOUNDATION SILL STUD 12 ' - 0 " PERIMETER DRAINAGE SYSTEM R-10 EXPANDED POLYSTYRENE INSULATION FULL HEIGHT OF WALL BITUMINUOUS DAMPPROOFING FULL HEIGHT OF WALL 1/2" CEMENT BOARD WITH THREE COAT CEMENT STUCCO FINISH BASEMENT CONCRETE FOUNDATION AND FOOTING 12 ' - 0 " COMPACTED GRAVEL - SEE STRUCTURAL DRAWINGS 10 MIL VAPOR BARRIER - OVERLAP 12" MINIMUM AT SEAMS R-10 EXPANDED POLYSTYRENE INSULATION 2-0" FROM PERIMETER 4" CONCRETE SLAB GARAGE ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 3-HOUR FIRE-RATING AT FIRST FLOOR 2' - 0"2' - 0" A131 KEY PLAN Caroline Street Pa v i l i o n P l a c e A13 1 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:19 PM BU I L D I N G S E C T I O N - 2 23-135 06-20-2025 DK WC A13 REV. DATE DESCRIPTION 3/16" = 1'-0"1 BUILDING SECTION - 2