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HomeMy WebLinkAbout20230905 35 Newton Final Subdivision Existing Conditions MapEXISTING SEWER MAIN: ADAPTOR FITTING IF REO'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR TAPPING SADDLE CONNECTION EASEMENT LIMIT TO BE APPROVED BY D.P.W. 45' OR 30' BEND AS REQ'D NEW SEWER MAIN CONSTRUCTION: 2% 4" x 24" PRESSURE TREATED 45' OR 60' WYE OR TEE/WYE TO BE APPROVED BY D.P.W. SET PLUMB AT END OF LATERAL FLAGGED WITH FLONT COLORED SURVEY RIBBON FORR EASY IDENTIFICATION SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY - 6" MIN. SDR 35 PVC MIN. SCH. 40 PVC CITY PROPERTY< > PRIVATE PROPERTY SANITARY SEWER SERVICE - PLAN N.T.S. 3"f REVEAL FINISHED GRADE F 45' OR 30' BEND SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% MAX. 2% 4"x 24" P.T. STAKE AS REQ'D o E a � PIPE BEDDING AS REQ'D 45" 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. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAILSanitary Sewer Service SA-3 TREE BELT FINISHED GRADE - CURB SEE NOTE SIDEWALK Z I � z o I - LO CORPORATION STOP WITH .I COMPRESSION FITTING Ln MUELLER H-15008 3/4" OR 1" - SIZE AS REQUIRED 1 L� 4� WATER MAIN/v 3/4" OR 1" COPPER TUBING (TYPE K) (SIZE AS REQUIRED) CURB BOX MUELLER 5'6" t MODEL H-10314 IN TURF) MODEL H-10334 IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CURB STOP MUELLER ORISEAL MODEL H-15209 COMPRESSION MODEL H-15219 (W/ DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) TEMPORARY CAP OR PLUG (AS NECESSARY) 3/4" MIN. SIZE TYPE K COPPER PIPE OR SIZE AS REQUIRED SOLID CONC. BEARING BLOCK 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. WATER SERVICE N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Water Service W-2 ow o xa w a0 af m w D v) o In a TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR PARKING LOT 1-1/2" 2" 8-10" <0.3 MILLION STANDARD 1-1/2" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 TRUCK 2" * 4" 12" MILLION LOADING NOTES: * SEE NOTE 2 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. ASPHALT PAVEMENT N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG Na 4/10/2013 PLANNING BOARD DATE STANDARD DETAIL Asphalt Pavement SS-5 10 MIL PLASTIC_ LINING STRAWBALES STAKED -ter INTO GROUND 8' (MIN.) -4 0 0 0 0 0 d © 0 o 0 0 0 n 0 a 0 CONCRETE WASHOUT SYMBOL WOVEN WIRE FENCE (MI N. 1/2A GE 10' MAX. C. TO C. SPACING) 36" MIN. LENGTH FENCE • •. POSTS DRIVEN MIN. 16" INTO GROUND, HEIGHT OF FILTER 16" MIN. L Wes���,//// W W •. .• W .• .. .`• ... ' .t• Wa W W W W. :W •: ` 8' MIN. ii � •Y •� ,y •` y •Y W •� PERSPECTIVE VIEW 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6' MESH SPACING) WITH FILTER CLOTH 20"MIN. �_ FLOW UNDISTURBED GROUND COMPACTED SOIL EMBED FILTER CLOTH 16'MIN. A MIN. OF 6" IN GROUND. _ SECTION VIEW SILT FENCE CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER 'r OR 'U' TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAR 1OOX. STABILINKA T140N. OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB. ENVIROFENCE. OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES' DEVELOP IN THE SILT FENCE. N.T.S. BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL Silt Fence ST-13 SYMBOL I SO'MIN. , EXISTING . PAVEMENT 6 , EXISTING FILTER MOUNTABLE BERM GROUND CLOTH PROFILE (OPTIONAL) 50'MIN. EXISTING F MIH. GROUND 12' IN 1rMIN EXISTING PAVEMENT PLAN VIEW 1p'MIN. CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" STONE. OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 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 THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CpN- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL. A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE, 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE NTS BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. APP��D: CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD 1/STANDARD DATE Stabilized Construction Entrance ST-11 REMOVE EXISTS DO I FINISH GRADE UNDISTURBED SI N OTES: 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 SO. 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. TREE PLANTING DETAIL N.T.S. NLVIbLU I UAIt I CITY OF SARATOGA SPRINGS, NEW YORK DWG No MJZ 3 20 STANDARD CONSTRUCTION DETAIL Tree Planting L-1 CONCRETE WASHOUT SIGN CONCRETE STAPLES (2 PER WASHOUT BALE) STRAW BALE WOOD OR METAL 10 MIL PLASTIC STAKES (2 PER BALE) LINING in 7 NOTE: 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE PROVIDED AT EACH LOCATION. SCALE: NTS Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyor's Seal is a violation of Section 7209 subdivision 2 of the New York State Education Law. Only apparent easements (if any) are shown on this survey. No abstract of title was available. � a rn 3 CB CB ST------ 0 V)) 3 N < 3 N n1f Q 3 Peter Bitola N 327.77 Bk 1103 P532 N / 3 05 8"IR\ _ _ +328.63 N82 °16'02 "E 115.00' 330.89 + 1 vTC=331.30 �O I ��aNI-1 Iv�33 a I $ \ 330- .10 6.2' I �' (1 rYj 1 329.98 - - - 1 Q) O 0o I \ GARAGE Q I \ (TO BE 133 1 \Q w r N I 1 \ +329.19 REMOVED) I I �'-� V) 3 Y a 1 1 - ¢ \ S07 4358 "E o _, _ in (0 CIOg 329.78 100.00 \ -00 328.82+ \ \ \ Area= �P�� - AN. c' 1 +327.48 \ 11 �J00 S. f. Or I _ +�28.92 ANHOLE Z I \ 1� � C=329.31 0.264 ac. FFE= Q ti MC=328.70 -1 329.57 L1.1 WAPKAILT 329.06 -329--- F a O \ +327.14 r 1 STY. WOOD 1 " FRAME HOUSE 3/4 WA ER �- \ I Q SER VI C N x � I = (TO BE REMOVEDIN 3� O I I SHED t o ci I WATER (TO BE \ \ - IJ VALVE N I REMOVED)- _ \ O x 11.2'2' IP. 328.29 EAVES - - - CURB 3 TC=328.32 N 1 x 325.96 +327.05 S 32bI 328.6 BC=327.71 Z 0 X-x_ 326.64 327.21 328.58 A I- x X�x_x_x I EXISTING SAN. o +- • mil- - - -- -- ---• SERVICE 6"PVC S82°113'02 P,W 115.0071 +327.01 3 Cn i n/f j Benjamin Papa +327.16 N Inst. #2020029346 TC=327.75 3 BC=327.16 V) w----3D HYDRANT UJ a z_ rn 3 a J Z N w ExistingCondloons Plan N� c�1 � rn 3= co SCALE: 1 " = 20' t~n N 3 U) 3 Map Legend • 5/8" steel rod set with a tag 0 marker found, labeled 0 utility pole - overhead wires -x-x-x-x- wire fence stone wall Map References: 1. "Map of Bennington Terrace" filed in the Saratoga County Clerk's Office as Map AA-94. 2. "Revised Subdivision Plan Phase II Country Club Estates" dated January 12, 2005 last revised 4/25/08 prepared by Paul F. Tommell filed in the Saratoga County Clerk's Office in map file C676B Rev. L z a L L O n W Deed Reference: Colin Klepetar and Megan Mumford Inst. #2021047471 Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed Planning Board # Z O z > o n` W �.r Y I Q CL _+ •I�l1J o C� I QQI a0 OO X L` ca 0 W ® a+ A Z Z ® z 1n 73 C Q 0) 0 J C,0 CV CV Existing Conditions Cat Details 8/24/23 TOPOGRAPHY DATE DESCRIPTION REVISIONS DATE: Nov. 1, 2022 JOB NO.: S22-109.24 TAX MAP: 165.57-1-60.1 SCALE: 1 " = 20' 10 0 10 20 S22-109.24 P: \IJK\Klepetar, 35 Newton Ave S22-109\S22-109 Klepetar S2 EXISTING CONDITIONS MAP.dwg