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HomeMy WebLinkAbout20250311 Aletta St Lot Line Adjustment Survey© TC 309.46 BC 308.96 TC 310.30 BC 309.80 TC 310.30 BC 309.80 TC 310.20 BC 309.70 1" CURB BOX, TYP. 6" SDR-26 PVC MIN SLOPE 1%, TYP. 8" DIP WATER MAIN CONNECT TO EXISTING MAIN CONTRACTOR TO VERIFY LOCATION OF WATER MAIN IN FIELD 8" SDR-26 PVC MIN SLOPE 0.4% SANITARY MAIN SMH-2 RIM: 310.06 INV OUT: 305.51 1" TYPE K COPPER WATER LINE, TYP. SMH-1 RIM: 309.63 INV IN (N): 303.72 INV IN (E): VERIFY INV OUT: VERIFY FIRE HYDRANT ASSEMBLY 6"X8" WYE CONNECTION 6" INV: 305.04 8" INV: 304.87 6"X8" WYE CONNECTION 6" INV: 305.42 8" INV: 305.25 6"X8" WYE CONNECTION 6" INV: 305.66 8" INV: 305.49 8" GATE VALVE WITH END CAP AND THRUST BLOCK 8" X 6" TEE WITH 6" GATE VALVE 3 4" TYPE K COPPER WATER LINE, TYP. 3 4" CURB BOX, TYP. 1" CURB BOX, TYP. 1" TYPE K COPPER WATER LINE, TYP. 2% MAX 10 5 10 15 20200 Scale: 1" = 20' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 28 Aletta LLC 26 Tyler Drive Saratoga Springs, NY, 12866 28 Aletta Street 28 Aletta Street Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2023066 UTILITY PLAN C-1.0 DRC ERS DRC 03/12/2024 1"=20' 1.PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS. 2.ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS. 3.INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4.FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. SANITARY SEWER NOTES WATER NOTES 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 3.NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 4.DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS-BUILT DRAWINGS. 5.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 6.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. UTILITY NOTES LEGEND NEW PROPERTY LINE PROPERTY SETBACK EXISTING ELECTRIC LINE EXISTING SANITARY LINE PROPOSED SANITARY LINE PROPOSED WATER LINE EXISTING WATER LINE PROPOSED SANITARY MANHOLE PROPOSED HYDRANT SAWCUT AND REMOVE PAVEMENT, TYP. SAWCUT AND REMOVE PAVEMENT, TYP. SAWCUT AND REMOVE SIDEWALK, TYP. REMOVE CURB, TYP. SAWCUT AND REMOVE SIDEWALK, TYP. Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 28 Aletta LLC 26 Tyler Drive Saratoga Springs, NY, 12866 28 Aletta Street 28 Aletta Street Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2023066 10 5 10 15 20200 Scale: 1" = 20' SITE PREPARATIONPLAN C-2.0 DRC ERS DRC 03/12/2024 1"=20' LEGEND PROPERTY LINE EXISTING SANITARY LINE EXISTING STORM LINE EXISTING OVERHEAD ELECTRIC ASPHALT/CONCRETE REMOVAL 1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 11/11/2024, AS PREPARED BY GILBERT VANGUILDER. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2.PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 3.THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. 5.THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 6.CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 8.SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 9.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 10.CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 11.CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. GENERAL NOTES 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. SITE PREPARATION NOTES: PROTECTION NOTES: SAWCUT 7' SIDE SETBACK 7' SIDE SETBACK 10 ' F R O N T S E T B A C K CONCRETE SIDEWALK HEAVY DUTY ASPHALT PAVEMENT 75 . 0 0 ' 75 . 0 0 ' 60 . 0 0 ' CONCRETE SIDEWALK 25' REA R S E T B A C K 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK 7' SIDE SETBACK 5' RESIDENTIAL DRIVEWAY APRON DROP CURB DROP CURB DROP CURB CONCRETE CURB TRANSITION CURB, TYP. CONCRETE SIDEWALK HEAVY DUTY ASPHALT PAVEMENT STREET TREES, TYP. OF 5 1 MD 1 CK 1 MD 1 CK 1 CK CONCRETE CURB TYPICAL RESIDENTIAL DRIVEWAY Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 28 Aletta LLC 26 Tyler Drive Saratoga Springs, NY, 12866 28 Aletta Street 28 Aletta Street Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2023066 10 5 10 15 20200 Scale: 1" = 20' R.O.W. IMPROVEMENT PLAN C-3.0 DRC ERS DRC 03/12/2024 1"=20' LEGEND PROPOSED PROPERTY LINE SETBACKS PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES CK 3 Cladrastis kentukea American Yellowood 8'-10' ht.B&B MD 2 Malus dolgo Dolgo Crabapple 8'-10' ht.B&B PROPOSED DECIDUOUS TREE 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. 3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 4.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 5.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. PLANTING NOTES: NOTES: 1.TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING THE BINDER COURSE. PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION STANDARD ROADWAY 1-1/2"3"12" PROPOSED PAVING EXISTING PAVING TO REMAIN 12" KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN NOTE: THIS DETAIL IS FOR NEW BITUMINOUS PAVEMENT ADJACENT TO EXISTING BITUMINOUS PAVEMENT TO REMAIN. 1 1/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT EXISTING BASE MATERIAL COMPACTED SUBGRADE PROPOSED BASE COURSE. SEE ASPHALT PAVEMENT DETAIL PROPOSED BINDER COURSE PROPOSED TOP COURSE NOTES: -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT. 12 " EQ.EQ. STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE Scale: NTS PAVEMENT KEY3 Scale: NTS ASPHALT PAVEMENT1 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. 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. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 2 VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR Scale: NTS CONCRETE PAVEMENT ON GRADE2 16 " 6" 6" MI N . 18 " FULL CURB AT LAWN FLUSH CURB IN PAVING 1/ 2 " 6" 6" 6"6"6" PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS 1/2" RADIUS FINISH GRADE 4,000 PSI CAST-IN-PLACE CONCRETE CURB COMPACTED GRAVEL BASE NYSDOT SECT. 304, TYPE 2 FINISH GRADE 6"1/4" RADIUS PAVEMENT6" CAST-IN-PLACE CONCRETE CURB SEE CONCRETE SPECIFICATION NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. GRAVEL COMPACTED TO 95% STANDARD PROCTOR 7" SUBGRADE COMPACTED TO 90% STANDARD PROCTOR Scale: NTS 6" CONCRETE CURB4 Scale: NTS TREE PLANTING5 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 28 Aletta LLC 26 Tyler Drive Saratoga Springs, NY, 12866 Sa v e D a t e : 4/ 2 1 / 2 0 2 5 1 0 : 3 9 A M Fi l e N a m e : G: \ P r o j - 2 0 2 3 \ 2 0 2 3 0 6 6 _ A l e t t a _ S t r e e t _ S c h m i d \ 2 0 2 3 0 6 6 C A D \ 2 0 2 3 0 6 6 - C - 4 . 0 _ D e t a i l s . d w g Pl o t t e d B y : EM I L Y S T Y N 28 Aletta Street 28 Aletta Street Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2023066 Details C-4.0 ERS ERS DBH 03/12/25 NTS FULL LENGTH OF PIPE CENTERED ON SEWER LINE 18 " M I N . 5' - 0 " M I N . * SEE NOTE WATER LINE SANITARY SEWER OR STORM SEWER FINISHED GRADE NOTE: (REFERENCE - "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, 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 WATERTIGHT PRIOR TO BACKFILLING. 5' - 0 " M I N . 4 5 . 0 0 ° 5' - 0 " M I N . CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008 3/4" 8" D.I.P WATER MAIN CURB BOX; MUELLER 5'-6"± 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) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY 3/4" MIN, SIZE TYPE K COPPER PIPE SOLID CONC. BEARING BLOCK OR C.I. FOOT SEE NOTECURB ROADWAY COPPER TUBING, SIZE AS NOTED (TYPE K) 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. PROPERTY LINEPRECAST CONCRETE GRADE EXTENSION AS REQUIRED; CEMENT MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR ECCENTRIC CONE SECTION OR FLAT TRAFFIC TOP PLUG ALL LIFTING HOLES WITH CEMENT MORTAR ASPHALT BITUMASTIC SEALER (ENTIRE EXTERIOR SURFACE) FINISHED GRADE INTEGRAL WALL AND BASE SECTION HEAVY DUTY FRAME AND COVERCEMENT MORTAR ALL AROUND FRAME PRECAST CONCRETE MANHOLE SECTIONS AS REQUIRED MANUFACTURED IN ACCORDANCE WITH ASTM C478-85a SHIPLAP JOINT MADE WATER TIGHT WITH 2 ROWS OF BUTYL ROPE BETWEEN MANHOLE SECTIONS; APPLY BITUMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY MANHOLE STEPS; COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL REINFORCEMENT REFER TO PLANS FOR PIPE SIZE, TYPE, AND SLOPE FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED OR FORMED PORTAL, TYP. 30" DIA. OPENING 12 " TY P . 6" MIN.48" MIN. Ø 6" MIN. FLOW IN FLOW OUT UNDISTURBED / UNEXCAVATED EARTH 12" MIN., TYP. NOTE: 1. ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 2. BACKFILL MANHOLE EXCAVATION IN ACCORDANCE WITH THE SPECIFICATIONS. 12" MIN CRUSHED STONE BEDDING 8" 8' MAX Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 28 Aletta LLC 26 Tyler Drive Saratoga Springs, NY, 12866 Sa v e D a t e : 4/ 2 1 / 2 0 2 5 1 0 : 3 9 A M Fi l e N a m e : G: \ P r o j - 2 0 2 3 \ 2 0 2 3 0 6 6 _ A l e t t a _ S t r e e t _ S c h m i d \ 2 0 2 3 0 6 6 C A D \ 2 0 2 3 0 6 6 - C - 4 . 0 _ D e t a i l s . d w g Pl o t t e d B y : EM I L Y S T Y N 28 Aletta Street 28 Aletta Street Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2023066 Details C-4.1 ERS ERS DBH 03/12/25 NTS Scale: NTS SANITARY MANHOLE1 Scale: NTS CONNECTION TO EXISTING SANITARY MAIN2 Scale: NTS UTILITY CROSSING5 Scale: NTS WATER SERVICE3 A B A B B BWA S H WA S H WA S H WA S H 2"± PIPE PROJECTION INTO MH, TYP. FORM SMOOTH CURVE FORM SMOOTH CURVEALIGN 0.8 DEPTHS OF DIFFERENT SIZE PIPES 1/2" PER FOOT (MIN.) PITCH ACROSS MH PIPE WASH 2"± PER FOOT CHANNEL DEPTH 0.8 PIPE I.D. INVERT CONCRETE BENCHWALL 4,000 PSI MIN. SAWED HALF PIPE SECTION B-B ONE-WAY INVERT PLAN MULTIPLE INVERT SECTION A-ASTANDARD INVERT SMOOTH DROP INVERT FILLET INVERT OUT INVERT IN 0.10' (MIN.) - 2'-6" (MAX.) 0.8 I.D. Scale: NTS MANHOLE BENCH6 1'-6" MIN. 5'-0" MAX. 2'-6" PREFERRED 3'-6" MIN. PREFERRED AS FAR AS POSSIBLE 2'-6" MIN. TR E N C H O R B U R Y A S R E Q U I R E D 1' - 6 " M I N . 8" ABOVE F.G. POLYETHELENE OR BUILDING PAPER CRUSHED STONE SIZE 1 AND 1A USED) CONCRETE THRUST BLOCK. 3,000 p.s.i. (NOT REQ'D IF R.G. OR TIE RODS ARE DRAIN SARATOGA STD. A-423 BREAK FLANGE MUELLER CENTURION LOWEST PART OF BOLTS TO BE A MIN. 1-1/2" ABOVE F.G. AND A MAX. CO V E R A S R E Q U I R E D 5' - 0 " M I N . COLOR OFSIZE OF BONNET AND GREEN, FOREST GRAY, BATTLESHIP CONNECTOR COVERS ORANGE YELLOW GREEN, LIGHT TEE M.J. ANCHORING 5' - 0 " M I N . PATTERN) (TELESCOPIC VALVE BOX A.O.B.E. 3/4" TIE-ROD FOR THRUST RESTRAINT (ONE EACH SIDE) OR RETAINER GLAND BEDDING, PIPE ZONE BACKFILL TYPICAL TO TRENCH DETAIL REQ'D. MAIN (TYP.) CONCRETE THRUST BLOCK. 3,000 p.s.i. 6" M.J. GATE VALVE (SARATOGA STD. - MUELLER A-2360) TIE ROD BROWN BLUE MAIN 6" 10" 12" 8" BLACK 14" 16" 24" 20" BARREL YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW COLOR OF MAINS SHALL BE VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY ALL HYDRANTS AND VALVES SHALL PREFERRED FINISHED GRADE CURB AS CLOSE POSSIBLE AS FLUSH WITH PAVEMENT OR 1" REVEAL IN TURF AREAS NOTES: GIVEN TIME. OPEN RIGHT. PAINT SCHEDULE: W/4" STORZ CONNECTION FA C E O F CU R B 1.HYDRANT DRAINS SHOULD BE PLUGGED. WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE DURING FREEZING WEATHER. 2.WHERE HYDRANT DRAINS ARE NOT PLUGGED, A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL PROVIDE ADEQUATE DRAINAGE. 3.HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS, STORM SEWERS, OR STORM DRAINS. 4.HYDRANT DRAINS, WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE. Scale: NTS FIRE HYDRANT7 D= D E P T H SCHEDULE) SECTION A-A W=WIDTH A PLAN (TYP) 4,000 p.s.i. UNDISTURBED SOIL #30 ROOFING FELT THRUST BLOCKGRADE A WATER MAIN (OR SEWER FORCE MAIN) CONCRETE BLOCK THRUST 11-1/4° (1/32) DIMENSIONS 0.5 x 1.5 D x L 1.0 x 1.5 REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS 1.0 x 2.0 90° (1/4) BEND DIMENSIONS 3.2 5.7 8.8 D x L 1.5 x 2.5 2.0 x 3.0 2.5 x 3.5 FT. SQ. AREA 12.5 4.5 PIPE 8.0 SIZE 6 INCHES 8 AREA 10 SQ. FT. TEE SQ. AREA BEND DIMENSIONS FT. 0.6 1.1 1.7 1.0 x 1.5 D x L 1.5 x 1.5 1.5 X 2.5 SQ.DIMENSIONS FT. 3.4 1.2 D x L 2.2 1.5 x 2.0 2.0 x 2.5 2.0 x 3.0 AREA BEND 22-1/2° (1/16) SQ.DIMENSIONS FT. 2.4 6.8 4.3 2.0 x 2.5 2.0 x 4.0 3.0 x 4.5 D x L AREA 45° (1/8) BEND NOTES: 0.5 x 1.01.4 1.0 x 1.5 2.04 0.31.0 x 1.5 .5 x 1.51.1 .61.0 x 2.0 81 V± = LD (W + I.D.) - I.D. 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK:1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 2. CONCRETE NOT TO OVERLAP ANY JOINT. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. NOTE: M.J. RETAINER GLANDS PER SARATOGA SPRINGS STANDARDS SHALL BE INSTALLED IN ADDITION TO THRUST BLOCKS AT ALL LOCATIONS THRUST BLOCKS ARE REQUIRED. Scale: NTS THRUST BLOCK4 EXISTING AND/OR FINISHED GRADE LATERAL CONNECTION SECTION LATERAL CONNECTION PLAN VARIES - 45° BEND MAX. VARIES - 45° BEND MAX. VARIES - 45° BEND MAX. AS REQUIRED 2% MINIMUM SLOPE (TYP) BEDDING MATERIAL (TYP.) (SEE TRENCH DETAIL) MAIN SEWER MAIN SEWER WYE, 45° VARIES - 45° BEND MAX. AS REQUIRED 6" SEWER LATERAL (TYP.) NOTES: ·BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED. ·ALL GRAVITY SANITARY SEWER LINES SHALL BE AT A DEPTH OF 4' OR GREATER, IF LESS THAN 4', LINE SHALL BE INSULATED (SEE TRENCH DETAIL) ·CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW EXISTING GRADE Alignment - sanitary PROFILE 300 310 320 300 310 320 -0+15 0+00 30 9 . 6 30 9 . 6 3 1+00 30 9 . 6 30 9 . 5 7 2+00 30 9 . 5 30 9 . 5 3 3+00 30 9 . 5 30 9 . 5 1 4+00 30 9 . 9 30 9 . 9 5 4+70 452' of 8" PVC @ 0.40% SMH-2 STA:4+51.93 OFF:0.00 RIM:310.06 INV OUT:305.54 8" PVC SMH-1 STA:0+00.00 OFF:0.00 RIM:309.63 INV IN:303.72 8" PVC INV OUT:303.72 8" PVC 8"X6" WYE SMH-2 STA:4+51.93 OFF:0.00 RIM:310.06 INV OUT:305.54 8" PVC SMH-1 STA:0+00.00 OFF:0.00 RIM:309.63 INV IN:303.72 8" PVC INV OUT:303.72 8" PVC 0+00 1+00 2+00 3+00 4+00 4+52 BP = 0 + 0 0 . 0 0 EP = 4 + 5 1 . 9 3 452' OF 8" PVC @ 0.40% Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 28 Aletta LLC 26 Tyler Drive Saratoga Springs, NY, 12866 Sa v e D a t e : 4/ 2 1 / 2 0 2 5 1 0 : 3 9 A M Fi l e N a m e : G: \ P r o j - 2 0 2 3 \ 2 0 2 3 0 6 6 _ A l e t t a _ S t r e e t _ S c h m i d \ 2 0 2 3 0 6 6 C A D \ 2 0 2 3 0 6 6 - C - 4 . 0 _ D e t a i l s . d w g Pl o t t e d B y : EM I L Y S T Y N 28 Aletta Street 28 Aletta Street Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2024 2023066 Sanitary Sewer Plan & Profile C-4.2 ERS ERS DBH 03/12/25 NTS Scale: Horizontal 1"=50', Vertical 1"=5' SANITARY SEWER PROFILE: STA -0+15 - 4+702 SANITARY SEWER PLAN: STA -0+15 - 4+701 10 5 10 15 20200 Scale: 1" = 20'