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HomeMy WebLinkAbout20220764 143 West Circular Signed PlansSITE LOCATION MAP SCALE: 1 " = 2,000' MAP REFERENCES: 1) Map Entitled: "Map of Lands in Saratoga Springs Belonging to John A. Waterbury" Map Date: December 10, 1855 Map Filed: Saratoga County Clerk's Office Map No. Drawer "HH" as Map No. 23 2) Saratoga County Real Property Tax Map City of Saratoga Springs Section 165.74 Block 1 Lot No. 37 DEED REFERENCE: 1) TITLE SOURCE (Warranty Deed with Lien Covenant) Grantor: Eugene V. Fonzo and Mary Ann Fonzo Grantee: Willard F. Chamberlin, Jr. Dated: December 11, 1981 Recorded: December 15, 1981 Book 1025 of Deeds at Page 1048 SURVEY NOTES: 1) Survey map as prepared for Habitat for Humanity. 2) No monumentation set. 3) All underground utilities, if any, not field located. 4) This survey was prepared without the benefit of an up—to—date abstract of title and is made subject to whatever state of facts such a document would reveal. 5) Field instrument survey completed on September 3, 2021. LEGEND: —W— denotes Waterline ALO denotes Approximate Location of CB denotes Catch Basin CONC denotes Concrete EOP denotes Edge of Pavement FOCC denotes Face of Concrete Curb GSV denotes Gas Valve GV denotes Gate Valve HDPE denotes Black Plastic Pipe HYD denotes Fire Hydrant IPF denotes Iron Pipe Found IRF denotes Iron Rod Found MFP denotes Metal Fence Post MH denotes Manhole N/F denotes Now or Formerly NG denotes National Grid Utility Pole NM denotes Niagara Mohawk Utility Pole NPS denotes No Parking Sign OHUL denotes Overhead Utility Lines PVC denotes Plastic Pipe SMH denotes Storm Manhole STM denotes Storm VCP denotes Vitrified Clay Pipe EDP © 2023 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED W TH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY, ►� NG 1 W/ LIGHT STOF SIGN Z a n a 2 h STOP LINE LU O z / CB ap B" PVC \\ I I II) GV \\ 3 o 10" VCP GV M \\ SMH OHUL NM 19 W/ LIGHT U U 8" PVC SMH GSV U O W o I U L W U Q � W = 0.2'f NORTH "1 OF LINE IPF W ,U .o Uv IPF V—SINE)Ln 0 H OI 'I O I / I I I I �I �I �O�II I a a I Q � I I I N82'31 '04 "E rrrrrrrrrrrrrrrr:� 50.00' LANDS N/F OF KIRK D. WENDELL & ALEAH R. WENDELL BOOK 1227 OF DEEDS AT PAGE 738 TAX MAP SBL# 165. 74-1-39 ADDRESS: 14 WALNUT STREET f 3' HIGH CHAIN LINK FENCE 6' HIGH STOCKADE -FENCE - LOT 1 +I REMAINS OF LO AREA ASPHALT ry 7, OOOf SQ. FT. 50.00' LOT 2 AREA = 7 OOOf SQ. F T. 100.00' ADDRESS: 143 WEST CIRCULAR STREET ADDRESS: 141 WEST CIRCULAR STREET 0.7' EAVE 3' HIGH CHAIN LINK FENCE <. 1.0' EAVE OI 10 I a� I k L A W N . 1. I L I L J W I W I a Q a LANDS N/F OF WO CALDWELL ALEXANDER I r ' & KEL L Y SPEED M v N INSTRUMENT No. 2020033687 z v z TAX MAP SBL# 165. 74-1-38 f v ADDRESS: 139 WEST CIRCULAR STREET Q Q _ MFP .. z 0,7' SAVE .. 4_ CONCRETE u I SURFACE x I 1.0 9AVE CONC —`- MFP STEPS `. 19.4' x„ I. 3.8'f W o `I NPS W,a o 1. 0' EAVE OU 2 M 5.2' ins GONG STEP 0.5' EAVE I Q. U) I .< METAL 3 = RAIL N I �. L � 5.4' 2. 0' L A W N WOOD FRAME I `r 1. 0' EAVE HOUSE :< I O I i ENTR R O WOOD O L FRAME I 1 N �I J HOUSE o I OI 1 t0t^^ I 'AAV ^. } 143 WESTACIRCULA�R STREET "1j Ln -/. N I I .., N 2 •I O 3 I z �:. GAS p I GONG STEP 0.7' EAVE U I 21.6' J. a' L_ ,. 3.2t ` FJ.T SAVE 3,4't 50. 00' 50. 00' IPF a �. S82'31 04 W �: -- CONCRETE SIDEWALK } :. < A I VAU HYD Al L A W N CB 10" VCP ASPHALT PAVEMENT GV 24" HOPE STM SEWER OHUL EDP 0 WEST CIRCULAR STREET SMH — (50' WIDE EXI S TING Cl T Y S TREE T, SEE MAP REFERENCE No. 1) 24" HOPE STM SEWER a ? EDP NM OHUL 18 GRAPHIC SCALE Jn 10 8 6 4 2 0 10 20 40 (IN FEET) 1 INCH = 10 FT. Ln '.. to O O N G `\ .... /A„ � m Mi rLLLU z� ...»,.. 'ice t9 ' M M o N cM LO �M a LL n Q � zLL J O u)W Z w Q W J Q LL U)r�/� OU= Q Y Z _I D w 0 O %' . re Z U) LL Vow i U) U Z LU �OZ m li CY) 0 Z) Q �L~O r J o U) O J woo z 0Ucn DRAWN BY ZMB CHECK BY TJM EDP PROJECT NUMBER 13042 THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (LE.) ENCMEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVFYW IS A L40LA77ON OF THE NEW YORK STATEE EDUCARON LAW AND/OR REGULARONS AND IS A CLASS 'A' MISDEMEANOR. REVISION DATE BY TIMOTHY J. McALONEN PLS 50,471 tmcclonen@ed II .com f' pF NEON E Ply 0 AP� CO O O m Z !/ C) Y �A`V SCALE: 1" = 101 PB# 2022 0764 SHEET TITLE: MINOR SUBDIVISION PLAN SHEET: 1 of 3 o� M M (U M CU 0 (U chi s m 3 ¢ J U N U L7 Ld 3 c-I I Q I 0 / H W Ld 17 In d N -P to al 3 75 1 111 0 / 4' 6 4 d I (h L 6 U U In 0) 3 In 07 a 0 6 m 0 d L ¢ LD 0 H ¢ REMOVE EXISTS DO � ROOT CR FINISH GRADE UNDISTURBED SL TREE PLANTING L-1 NOT TO SCALE SITE STATISTICS NOTES: PLANT SCHEDULE: FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA. TOTAL QUANTITY SPACING STAKES 2"-2 1 /2" DIA. OR SQ. 8' LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES- 2" CAL. & UNDER REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER MAN-MADE MATERIAL FROM THE ROOT BALL. THE WIRE BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS LONG AS THIS DOES NOT DAMAGE THE ROOT BALL. THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT -BALL WHERE PRACTICAL OR MIN OF 2X THE ROOT -BALL DIAMETER. ZONE UR-2: URBAN RESIDENTIAL-2 EXISTING PARCEL SIZE: 14,030t SF EXISTING USE: SINGLE FAMILY RESIDENTIAL PROPOSED USE: SINGLE FAMILY RESIDENTIAL LOT#1 LOT AREA REQUIRED 6,600 SF MIN PROPOSED 7,015t SF SETBACKS REQUIRED PROPOSED FRONT (1) 10 FT 3.2 FT FRONT (2) 10 FT 2.6 FT REAR (1) 25 FT 19.4 FT REAR (2) 25 FT 19.9 FT MAX LOT COVERAGE (PRINCIPAL BUILDING) REQUIRED 30% (2,104 SF) PROPOSED 21.27% (1,492 SF) MAX LOT COVERAGE (ACCESSORY BUILDING) REQUIRED 10% (701 SF) PROPOSED 13.98% (981 SF) MIN PERMEABLE AREA REQUIRED 25% MIN PROPOSED 41% UTILITIES WATER EXISTING CONNECTION TO MUNICIPAL WATER SEWER EXISTING CONNECTION TO MUNICIPAL SEWER LOT#2 LOT AREA REQUIRED 6,600 SF MIN PROPOSED 7,015t SF SETBACKS REQUIRED PROPOSED FRONT 10 FT 10 FT SIDE (1) 8 FT 8.5 FT SIDE (2) 12 FT 13.5 FT REAR 25 FT 89.9 FT MAX LOT COVERAGE (PRINCIPAL BUILDING) REQUIRED 30% (2,104 SF) PROPOSED 13.1 1 % (920 SF) MIN PERMEABLE AREA REQUIRED 25% MIN PROPOSED 65% UTILITIES WATER CONNECTION TO MUNICIPAL WATER SEWER CONNECTION TO MUNICIPAL SEWER APPROVAL: ADOPTED UNDER THE AUTHORITY OF A DECISION ADOPTED ON BY THE PLANNING BOARD OF THE CITY OF SARATOGA. PB # CHAIRPERSON: DATE EXISTING HOUSE AND GARAGE TO REMAIN QUANTITY CODE NAME SCIENTIFIC NAME COMMON NAME PLANTING SIZE (MIN.) ALIAS I MATURE HEIGHT MATURE WIDTH 2 OV OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 6' HT. I B & B 40f FT 20t FT CB TF=309.10 8" INV(E)=306.40 15" INV(S)=302.70 15" INU(N)=302.80 NG 1 W/ LIGHT APPROXIMATE LOCATION OF EXISTING SEWER AND WATER SERVICE TO EXISTING DWELLING. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. NEW SIDEWALK TO BLEND INTO EXISTING SIDEWALK LANDS N/F OF �. WENDELL & ALEAH R. WENDI BOOK 1227 OF DEEDS AT PAGE 738 TAX MAP SBL# 165. 74-1-39 Q � W 2 0.2't NORTH "1 OF LINE ryry 32�HlGH CHAIN LINK FENC 6' HIGH STOCKADE FENCE W O U I_ 10 ETBEAR -YARD � ---------- 09.4 SETBACK (ACCESSORY) SLOT 1 1 � I LOT 2 REMAINS I 1 ASPHALT OF A REA - A REA = 7, 00-±- SQ. F� 7, OOOf SQ. FT. m 08.2 --------- ----- 308. 0 25 FT REAR I 25 FT REAR YARD SETBACK - - YARD SETBACK - I I I II I I j 07.8 X i I L A W N WOOD I II I I I I I I RCMDo10 RE 1 GARAGE 1 II I 1 1 00lo U 1 w I I I 1 1 vI j W 308.45 I I I I I w W •,• ...I I I 1 1 308. 2 I o o ...... ' '•'.'.:I: I I I 1 J J '•'.. •' .. , I 308.9 DO- I " ' 2.6' N I�I CONCRETE I Y9 { • .'.... • .. ,' • ..............', ...'..... ... I O I SURFACE : ' • • I Q A Ld I :::►:: :::: :::::: '::::: ::::: ' :::::::';: 308. 7 GONG STEPS i ..•, •..... ...... • ...:...•... .... o1..... I Ln DI I I00 J:...:. I I................ 308.7 : : I ORCH 1 I ------I I---_ I PROPOSED I•.' - - - - I 1 I ....'.'.'.'.'. ;. . 1•.. I DRIVEWAY i....... • I ' I i J': I L • .A .. W :N • • J .. I a F9...... I II p I , I 30s ; I:: I PROPOSED ? T00* I `n I 01 I SINGLE FAMILY; D SILT FENCE - - .t8 • ....:. 1 ST FLOOR 0 4SF 8.3' -- - - - - FFE 31 5 WOOD FRAME I U I � HOUSE I 1. ----------- --- �� h i I II I" TYPE K COPPER I II r� I WATER SERVICE ..... : Z >I I ....._.... $ II 3 I I PROPOSED CONCRETE WASHOUT ( 10I I PORCH �._ MIN -~{ I I I Q I 10 FT FRONT I C.O.(•,q YARD SETBACK -J - csv r APPROXIMATE LOCATION OF I 10 FT FRONT I 310.00 GONG STEP ( I YARD SETBACK I EXISTING GINKGO TREE. CONTRACTOR TO COORDINATE I c WITH CITY ARBORIST FOR c STOP STOP LINE I I REMOVAL AND/OR RELOCATION s1cN ((EE---------�- - OF TREE I I 309.7 t ACe 85 309.2 309.4 309. la U m�2 U 0 a GB J e PVC Z SMH chi, Q a i o 2 U W � 309. rt � 309.2 rt 'W a W W v / W I� NPS Z� J 309. 41 09. O i GONG STEP 3 GRAPHIC SCALE 10 8 6 4 2 0 10 20 40 (IN FEET) 1 INCH = 10 FT. 3' HIGH CHAIN LINK FENCE SILT FENCE LANDS N/F OF ALEXANDER CALDWELL & KEL L Y SPEED INSTRUMENT No. 2020033687 TAX M SBL# 165. 74-1-38 9� // 30 WOOD FRAME HOUSE REPLACE EXISTING SIDEWALK NEW SIDEWALK TO BLEND INTO EXISTING SIDEWALK •,�- z CB a 4 } v 3 9.8' CONCRETE Sl R,' i, i p d 4 TF 7F=309.30 EX 309.75 `� 309.75 v TF=309.45 INV= 307 40pg,6) t EX 8" INV(E)=306.75 Y G 3" INV(S)=305.55 CB X 309.:J 9.7 I I •8,* 3 3 3O9. 6 �� HYD + 1 N ( + o CB - - X 8" PVC \\ 0 .6 __- of ,E I ® EX II EX EX I 9.6)t EDP U GV 6)t 9.6)t 09.6)1 EOP A.L.O EXISTING 12" WATER MAIN w w w w w w-. w w w w- w w W i w w w w-�w w w w w w cv w w w w w w w w PROPOSED CONSTRUCTION I I I I 6" PVC SDR-26 SEWER \\ REPLACE EXISTING SIDEWALK ---- -- ENTRANCE - - I I I LATERAL AT 2% MIN SLOPE OV _ 10" VCP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- o -------------------------------------------- --------- - - ----- ----- 10" VCP o .M GV MH L wwww w w -w w �+ w w w w w- rt w w w w w w w W sM- TF=3os.7o ASPHALT PAVEMENT A.L.O EXISTING 6" WATER MAIN o� ^ sMH - (50' WIDE EX/ST/NG Cl STREET, SEE MA REFERENCE No. 1) (LID SEIZED) \\ ' yv� 24" HDPE r 24" HD P STM SEINER ^T SMH �� MH TF=309.65 INV(E)=304.35 INV(W)=304.45 INV(N)=304.75 OHUL NM 19 W/ LIGHT OHUL L OV (1) INV(C)=302.40 INV(S)=302.90 a CONNECT TO EXISTING CONNECT TO EXISTING SEWER MAIN z\ WATER MAIN EOP NM 18 3 O '0 C�J •.� c Lu•.� ,; Q ," dir-<• : >� s Lu....� Z N Q ... In ip I1_ co M N I O I N ~ M J j Q n Q Z � J F_ LL U) uj 0 to Z W Q 2 Lu Q L \ W O= Q Y Z V_j Uc)O (n um c)Lu \ / C0 U Z - Q W Q� } m V cy) 0 D Q ::) �L~0 r J oU)(D O J Lugo Z U��- UU DRAWN BY ZMB CHECK BY EDP PROJECT NUMBER 13042 THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERNSION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A NOLATION OF THE NEW YORK STA TE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS 'A' MISDEMEANOR. REVISION DATE BY BRANDON M. FERGUSON P.E. 96,020 p F N � A,Lu N� yp Ifl � i OA9 0960V3 OFESSION f SCALE: 1 " = 10' PB# 2022 0764 SHEET TITLE: OVERALL SITE PLAN SHEET: 2 of3 f ch cU cU 0 (U m m 3 a J LI N W M I z J 0- I Ln i W w 2 In c O_d z v -a 41 Qj Q / m 3 I In 0 / d 4 d aw / i d 3 u i U +' In 3 / In m C i CL 46 d m 0 +p d i d !n 0 F_ a C4 CURB BOX z MUELLER 5'6" f MODEL H-10314 (IN TURF) z MODEL H-10334 IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) o In CORPORATION STOP WITH �1 CURB STOP COMPRESSION FITTING n MUELLER ORISEAL MODEL H-15209 COMPRESSION MUELLER H-15008 MODEL H-15219 (W/ DRAIN) 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) TEMPORARY CAP OR PLUG (AS NECESSARY) 3/4" MIN. SIZE TYPE K 45' COPPER PIPE WATER OR SIZE AS REQUIRED MAIN 3/4" OR 1" COPPER TUBING (TYPE K) ` SOLID CONC. BEARING BLOCK (SIZE AS REQUIRED) ' OR C.I. FOOT NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. '1 WATER SERVICE W- 2 NOT TO SCALE z 0 I 0Iz s FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) SEE NOTES u WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. UTILITY SEPARATIONS W- 7 NOT TO SCALE SAWCUT LINE -SEE DETAIL SS-6 SEE PAVEMENT SECTION DETAIL SS-5 TRENCH WALLS LAID BACK PER OSHA REQ'MTS OR SHEETING A.O.B.E. ORIGINAL ASPHALT 12" WEARING COURSE(S) IN PVMT IN TURF PAVEMENT BASE COURSE 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH STRUCTURAL SECTION (SEE NOTE 3) 6 .. SUBBASE COURSE ° BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, A.O.B.E. 12. (SEE NOTE 4) MAX. 1-1/2" SIZE, NOT MORE THAN z 3 20% BY WEIGHT PASSING #200 ORIGINAL SUBBASE 0 SIEVE. OR NATIVE MATERIAL, A.O.B.E. COURSE .., 1 (USE VIBRATORY COMPACTOR WITH 12" LIFTS) W PIPE ZONE BACKFILL - GRADATION SHALL BE: OUTSIDE CROWN Uj "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 PIPE SPRINGLINE SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) //. / (n Of PIPE ZONE BEDDING -FOUNDATION STONE BOTTOM O.D. < TO CONFORM TO N.Y.S. DOT. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 2) I.D. + 3' MAX. UNDISTURBED SUBGRADE OR NOTES: EXTRA FOUNDATION STONE A.O.B.E. 1. STREET OPENING PERMIT IS REQUIRED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 2-1/2" SIEVE - PASS 100% BY WEIGHT SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% 1-3/4" SIEVE - PASS 95-100% BY WEIGHT PASSINGI/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3/4" SIEVE - PASS 60-75% OR 1/4" SIEVE - PASS 25-45% SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% #40 SIEVE - PASS 10-25% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. #100 SIEVE - PASS 3-12% GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO BASED ON FIELD CONDITIONS. N.Y.S. DOT STD. 304, TYPE 2. e003PIPE TRENCH SECTION SS- 6A NOT TO SCALE 4" CLEANOUT PLUG 3"(MIN.) FINAL GRADE W W IF NO INSIDE CLEANOUT: I IF A BUILDING TRAP IS REQUIRED: FRESH AIR INLET (3" MIN.) 2'(MAX.) (PLUS BACKWATER VALVE) 4" CLEANOUT PLUG S 4'(MAX.) TO PUBLIC SEWER 402% (1/4 INCH/FT) BUILDING DRAIN (MIN. SLOPE) (SEE DETAIL SA-3) IF REQUIRED (SEE NOTE): IF REQUIRED: DOUBLE HAND HOLE BUILDING COMBINATION TRAP, OR RUNNING TRAP "Y" AND 1 8 BEND APPROVED BACKWATER VALVE tTT WITH CLEANOUT APPROVED SLEEVE THROUGH w 5' la�y�alaan of FOOTING 6" BUILDING SEWER(TYP.) 4" BUILDING DRAIN(TYP.) NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. BUILDING DRAIN LAYOUT SA-7 NOT TO SCALE ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE EXISTING SEWER MAIN: CONNECTION TAPPING SADDLE 0' TO BE APPROVED BY D.P.W. 45' OR 3BEND AS REQ'D NEW SEWER MAIN CONSTRUCTION: 45' OR 60' WYE OR TEE/WYE o TO BE APPROVED BY D.P.W. I SEWER MAIN BUILDING SEWER LATERAL 6" MIN. SDR 35 PVC CITY PROPERTY E- SANITARY SEWER SERVICE - PLAN FINISHED GRADE > 45' OR 30' BEND z AS REQ'D o X a 3'}- PROPERTY LINE, R.O.W. OR I EASEMENT LIMIT 2% 4" x 24" PRESSURE TREATED SET PLUMB AT END OF LATERAL FLAGGED WITH FLOURESCENT COLORED SURVEY RIBBON FOR EASY IDENTIFICATION LATERAL ON PRIVATE PROPERTY - MIN. SCH. 40 PVC PRIVATE PROPERTY N.T.S. 2% 4% 24" P.T. STAKE PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE SANITARY SEWER SERVICE - SECTION NOTES: N.T.S. 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14, 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. :51 SANITARY SEWER SERVICE SA-3 NOT TO SCALE �.. ............ SAWSCUT DE TACK COAT TO PAVING SEE PIPE TRENCH DETAIL SS-6A TING GROUND PAVEMENT TERMINATION AND SAWCUT SS-6 NOT TO SCALE TURF CONCRETE SIDEWALK *DETECTABLE TEXTURE WARNING PEDESTRIAN CURB RAMP SS-10 NOT TO SCALE HEAVY BROOM FINISH BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE a. c. ..a: T_ SPECIFICATIONS - DWG. SS-7 6" X 6" NO. 6/6 WOVEN WIRE MESH 2' CONDUIT PLACED IN GRAVEL EXCEPT A.O.B.E. DIRECTLY UNDER CONCRETE _ Q 6" GRANULAR SUBBASE COURSE LOCATIONS PER PLANS \\ \\ \\ \ NYS DOT SECT. 304, TYPE 2 z\-w COMPACTED TO 95% STANDARD PROCTOR NOTES: /\\/\\/\\/\\ SUBGRADE COMPACTED TO EXPANSION JOINT SPACING - /i/��//��//��//�� 90% STANDARD PROCTOR CONTROL O.C. SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING 5' O.C. NOMINAL CROSS SLOPE - 1 /8" TO 1/4" PER FOOT (MAX. SLOPE 1: 50 TYP.) BROOM FINISH PERPENDICULAR TO WALK TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF a. 6" CONCRETE - SEE CONCRET THE WALK SHOULD NOT EXCEED 1:12 SPECIFICATIONS - DWG. SS-7 CONSTRUCTI 10 FT. MIN 0 � � 0 N 7- SAND BAG LATH AND FLAGGING ON THREE SIDES 0 A 0 A• 10 MIL SAND BAG 0 DEPRESSED 0 PLASTIC LINING AREA 0 0 z 10 MIL PLASTIC LINING 0 0 0 0 O 0 �_ LATH AND FLAGGING ON THREE SIDES SECTION (A -A-) CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM FEET (50') FROM SENSITIVE AREAS. DRAINS OR DIRECTLY ONTO GROUND 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED 3. PLACE A SECURE NON COLLAPSING, NON -WATER COLLECTING COVER IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. ACCUMULATION AND OVERFLOW. (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE. SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITIES MUST BE NEW POLY SHEETING AFTER EACH CLEANING). CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. eo CONCRETE WASHOUT FACILITY NOT TO SCALE CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHAL L BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FARENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHES TO 3 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. CONCRETE SPECIFICATIONS SS-7 ON JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER �._.°o Q. SIDEWALK WIDTH TO BE 5' MIN. OR o AS ORDERED BY CITY ENGINEER 6" X 6" NO. 6/6 WOVEN WIRE MESH 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, T`�E 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 2 �- VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CONCRETE WALK SS-8 NOT TO SCALE NOT TO SCALE EXISTING GROUND FILTER CLOTH-� PROFILE 50'-0" MIN. 50'-0" EXISTING PAVEMENT 6" MIN. MOUNTABLE BERM (OPTIONAL) NG SENT PLAN VIEW z SYMBOL o El CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE SILT FENCE GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2%2" NOM. HARDWOOD, OR STEEL "T" OR "U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: SLOPE MAXIMUM STEEPNESS LENGTH (ft.) 2:1 25 3:1 50 4:1 75 5:1 OR FLATTER 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y4 ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. SILT FENCE INSTALLATION NOTES: 1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, FOLDED AND STAPLED. 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 2 SI LT FEN CE NOT TO SCALE Approved by the Sa adopted e Chairperson: SILT FENCE �- 5' MIN (10' PREFERRED) � N In I 1 0 0 o o rn \HARDWOOD ,�, POST ao UNDISTURBED SEDIMENT GROUND SLOPE o \\--CONTAINMENT -� AREA w o aX 1� 1 PLAN ' 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK) HARDWOOD POST * OR STEEL "T" OR "U" SECTION POSTS (1 Ib/If MIN.) WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) SEDIMENT CONTAINMENT AREA 5' MIN (10' PREFERRED) TOE OF a z \� SLOPE UNDISTURBED U \ \ 0 N GROUND ft r� WOVEN WIRE MESHow RENFORCEMENT (IF NECESSARY) MIN. 14 `co GAUGE WITH MAX. 6" RETAIN EXISTING OPENING VEGETATION, IF POSSIBLE EXCAVATE TRENCH, BURY SILT FENCE FABRIC _ AND BACKFI LL/COM PACT EXCAVATED EARTH SECTION Springs Planning Board under authority of a resolution ._.- 10�- �z 74 Date �O o� moo: VI 1 n � 3 .. ZN. O... rh . _ �.� � <' . !r o � M o I N 0 `00 CO( CO n U) n a � Z � � x J � � O U)W 0 Z W Q2 w J � 4 LL W p _ Q Y U �'z�C/)o U f LL Z F0 Q yj 3 >. V m (y) O Z ~ O Q w I-�U J a U) O W LL O Z �}� U w DRAWN BY ZMB CHECK BY EDP PROJECT NUMBER 13042 THE AL IERABON OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER 711E DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (LE.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCH17ECT OR SURVEYOR FOR A SURVEYOR. IS A NOLAT7ON OF IHE NEW YORK STATE EDUCARON LAW AND/OR REGULATIONS AND IS A CLASS A- MISDEMEANOR. REVISION DATE BY I I I c I f c L c BRANDON M. FERGUSON P.E. 96,020 L OF NE�Y \ G �P M(RON,� G F �� t F O� p L r Q oC c 2 W CID ° % z 0960213 \ RpFESSIONP \ \ t F SCALE: U AS NOTED i s c PB# 2022 0764 r + v c SHEET TITLE: S L SITE DETAILS + n 3 i u C -S c v SHEET: c c + L 3of3 V. a L' C F a v