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Home My WebLink About20180700 20 Bowman 1.6.17INDEX OF SHEETS TITLE SHEET NOTES AND INDEX EXISTING CONDITIONS REMOVALS AND DEMOLITION PLAN LAYOUT PLAN GRADING AND DRAINAGE PLAN UTILITY PLAN LANDSCAPE PLAN 20 BOWMAN STREET CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK JANUARY 6, 2017 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 SITE LOCATION MAP RECORD OF SUBMISSION FIRST SUBMISSION JANUARY 6, 2017 PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS MJ PROJ. No.: 972.17 DATE: AUGUST 2016 C-1 SHEET 1 OF 8 CI Engineering and Land Surveying, P MATT SAMES TITLE SHEET 20 BOWMAN STREET CITY OF SARATOGA SPRINGS NEW YORK •� WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR NER: CHIEF DESIGN JWE ANANY ARCHITECT, ENGINEER FOR AN DESIGNED B JWE ENGINEER OR LANDSCAPE ARCHITECT EN DRAWN BY: JWE FOR A LANDSCAPE ARCHITECT, IS A CHECKED BY: - 1533 Crescent Road - Clifton Park, NY 12065 VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. SEAL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: 972.17 DATE: AUGUST 2016 C-1 SHEET 1 OF 8 GENERAL CONSTRUCTION NOTES: 1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT (SEQR), FRESHWATER WETLANDS PERMIT REGULATIONS, THE MUNICIPAL LAWS, INCLUDING FLOODPLAIN MANAGEMENT LAWS. 2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARE COMPLETED AND MAINTAINED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND STANDARDS. 3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT LANDS FREE OF DEBRIS, SOIL, AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITE. 4. ALL PLANT MATERIALS INSTALLED PURSUANT TO THIS SITE DEVELOPMENT PLAN SHALL CONFORM TO THE AMERICAN STANDARD NURSERY STOCK (ANSI Z60.1-1986) OF THE AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT RECOGNIZED STANDARD, AND SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE. 5. ALL REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE NY STATE STANDARDS & SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 6. BACKFILL USED IN TRENCHES EXCAVATED IN EXISTING ROADWAYS SHALL BE PLACED IN MAXIMUM 6 -INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. 7. BACKFILL MATERIAL AROUND PROPOSED OR EXISTING STRUCTURES SHALL BE PLACED IN MAXIMUM 6 -INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. 8. STREETS AND STORM SEWERS SHALL CONFORM TO THE MUNICIPAL LAW. 9. THE FLOOD PLAIN AREA IDENTIFIED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT MUNICIPAL REVIEW AND APPROVAL. 10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE -OUT ALL IMPROVEMENTS, VERIFY GRADES, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER. ALL GRADING SHALL BLEND INTO THE SURROUNDING GRADES AT THE EDGE OF THE CONSTRUCTION LIMITS. 11. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE OF CONSTRUCTION LIMITS, OR ANY DISTURBANCE ON THE SITE WHICH ARE NOT PART OF THE IDENTIFIED WORK OF THIS CONTRACT. 12. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL EXISTING SITE CONDITIONS PRIOR TO THE START OF WORK. 13. CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS PRIOR TO BEGINNING WORK. 14. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION. HE SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. 15. CONTRACTOR TO PROVIDE RECORD MAPPING TO THE MUNICIPALITY FOR ALL INFRASTRUCTURE THAT WILL NOT BE OWNED, OPERATED, AND MAINTAINED BY THE MUNICIPALITY. 16. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. CONTRACTOR TO CONTACT UFPO AS REQUIRED. 17. ALL FILL AREA REQUIRED FOR PROJECT SHALL BE CONSTRUCTED IN THE FOLLOWING MANNER: 17.1. REMOVAL AND STRIPING OF ALL ORGANIC MATTER FROM FILL SHALL BE DONE. 17.2. FILL WILL BE DONE IN 6" LIFTS WITH NATIVE OR IMPORT CLEAN FILL WITH NO ORGANIC MATERIAL 17.3. THE FILL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR TEST AND VERIFIED BY CONTRACTOR. 18. EXISTING WATER, SEWER, AND STORM MAINS/LATERALS ARE TO BE ASSUMED APPROXIMATE. CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH, AND CONDITION OF INFRASTRUCTURE. GRADING NOTES: 1. IN AREAS OF PROPOSED FILL, ALL EXISTING VEGETATION AND OTHER ORGANIC MATERIAL, INCLUDING THE ROOT MAT, SHALL BE REMOVED PRIOR TO PLACEMENT OF THE FILL. THE MATERIAL SHALL BE DISPOSED OF IN AN APPROPRIATE OFF-SITE FACILITY, OR PROCESSED FOR REUSE ON-SITE IN A MANNER THAT WILL NOT BE CONDUCIVE TO ADVERSE EFFECTS OF DECOMPOSITION, SUCH AR THE PRODUCTION OF ODORS OR THE CONCENTRATIONS OF NOXIOUS OR EXPLOSIVE GASES, OR THE CREATION OF UNSTABLE SUBSURFACE CONDITIONS. THE PROPOSED METHOD OF ON-SITE PROCESSING AND REUSE SHALL BE SPECIFIED IN THE GRADING PERMIT APPLICATION AND MAY REQUIRE CERTIFICATION BY A LICENSED PROFESSIONAL ENGINEER AR A SAFE AND EFFECTIVE MEANS OF DISPOSAL. 2. NO VEGETATION OR OTHER WASTE MATERIALS SHALL BE BURIED ON THE SITE. 3. ALL FILL PLACED ON THE SITE SHALL BE AR FREE OF ORGANIC MATERIAL AR IS PRACTICABLE. 4. A GEOTECHNICAL ENGINEER WILL BE REQUIRED TO EVALUATE POTENTIAL SETTLEMENT ISSUES AND MOISTURE CONTENT OF NATIVE SOILS USED AR FILL. WATER NOTES: 1. CONTRACTOR TO COORDINATE WITH MUNICIPALITY FOR TEMPORARY SHUTOFF OF MUNICIPAL WATER MAIN IF NEEDED. 2. CONTRACTOR TO PROVIDE MUNICIPALITY WITH AR -BUILT DRAWING OF WATER SERVICE LOCATION. SEWER NOTES: 1. CONTRACTOR TO COORDINATE WITH MUNICIPALITY FOR LATERAL CONNECTION. 2. CONTRACTOR TO PROVIDE MUNICIPALITY WITH AS -BUILT DRAWING OF SEWER SERVICE LOCATION. STORMWATER DRAINAGE NOTES: 1. ALL STORMWATER PIPES TO SICPP OR CMP UNLESS OTHERWISE DICTATED ON PLANS. CMP SHALL CONFORM TO NYSDOT STANDARDS WITH ZINC -COATING, OR BE MADE OF ALUMINUM. ADDITIONALLY, ALL METAL PIPE (CMP OR CAP) TO BE POLYMER COATED. ALL PIPE MATERIALS TO BE APPROVED BY THE CITY OF TROY PRIOR TO USE. 2. STORMWATER PIPES TO HAVE A MINIMUM SLOPE OF 0.5%. 3. SUMPS IN DRAINAGE STRUCTURES TO BE A MINIMUM of 13" UNLESS 15" PIPES ARE TO BE UTILIZED, IN WHICH CARE SUMP IS TO BE 9". 4. STORMWATER MANAGEMENT SYSTEM TO BE DESIGNED FOR A 10 YEAR STORM EVENT MINIMUM. 5. ALL PIPES TO HAVE A MINIMUM OF 2 112 FEET OF COVER OVER THE TOP OF THE PIPES UNLESS OTHERWISE DICTATED ON PLANS. 6. ALL STORMWATER AND DRAINAGE TO CONFORM TO CITY OF SARATOGA SPRINGS STANDARDS. 7. NO SUBSTITUTIONS TO DRAINAGE STRUCTURES AR SPECIFIED ON THE PLANS AND DETAILS TO BE PERMITTED UNLESS DIRECTED BY THE DESIGN ENGINEER. EXISTING CONTOUR MINOR CONTOUR MAJOR EDGE OF PATH WOODS/BRUSH FENCE DITCH LINE CATCH BASIN STORM LINE OVERHEAD WIRES UTILITY POLE SEWER/FORCE MAIN PROPERTY LINE WATERLINE HYDRANT GUIDERAIL SIGNS/BILLBOARDS 1549 1550 x x oh x x x x ST 0 oh ST FM n W U ABBREVIATIONS SPOT ELEVATION TOP OF WALL BOTTOM OF WALL TOP OF STAIRS BOTTOM OF STAIRS FINISH GRADE SMOOTH INTERIOR POLYETHYLENE PIPE FINISH FLOOR ELEVATION GARAGE FLOOR ELEVATION BASEMENT FLOOR ELEVATION TOP OF CURB BOTTOM OF CURB TOP OF GUTTER BOTTOM OF GUTTER U U X ELEV. TW BW TS BS FG SICPP FFE GFE BFE TC BC TG BG LEGEND PROPOSED CONTOUR MINOR CONTOUR MAJOR SANITARY LINE SANITARY MANHOLE WATER LINE WATER VALVE THRUST BLOCK HYDRANT BLDG. WATER SUPPLY BLDG. WATER SHUT OFF VALVE BLDG. SEWER LATERAL CATCH BASIN STORM LINE FLOWLINE OF GUTTER BLDG. FOUNDATION DRAIN PROPERTY LINE SETBACK LINE SL ■ ST SAN 1549 1550 W ST W SAN ST SPL OR V14DISbN ST ST E WR GH F- T E LE ST ST I(1P ST �•�•:% • •i i i i i i i i i i i•i w•i w•i i i i •i•�•i i i i s i i i i•:•c o••••• '' INST-HTR: INSTITUTIONAL HORSE TRACK RELATED UR -5: URBAN RESIDENTIAL -5 ZONING MAP TRB: TOURIST RELATED BUSINESS SCALE: NTS SITE STATISTICS SITE AREA: 12,490 SF (MIN LOT SIZE IS 10,000 SF) EXISTING ZONE: TRB (TOURIST RELATED BUSINESS) USE: PARKING: MINIMUM LOT WIDTH: SETBACKS BLDG: MAX HT: GREEN SPACE: PRINCIPAL BLDG: DRINKING AND EATING ESTABLISHMENT 1ST FLOOR, APARTMENT 2ND FLOOR (SPECIAL USE PERMIT FOR APARTMENT IN TRB ZONE) REQUIRED= 17 SPACES PROPOSED= 17 SPACES BASED UPON 2 SPACES PER APARTMENT= 2 REQUIRED. BASED UPON 1 SPACE PER 4 SEATS= 54 SEATS/4 SEAT PER STALL=13.5 SPACES BASED UPON 1 SPACE PER EVERY 2 EMPLOYEES= 3 EMPLOYEES= 1.5 SPACES 100' IN TRB (HAVE 100') FRONT = 25.5' (GRANTED 10/24/16 - ZBA) NORTH SIDE = 6.8' (GRANTED 10/24/16 - ZBA) SOUTH SIDE = 20' (TRB) REAR = 25' (TRB) 40' 30% REQUIRED (PROPOSED 33.3%= 4,129 SF/12,400 SF) 20% REQUIRED (PROPOSED 12% =1,500 SF/12,400 SF) PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-2 SHEET 2 OF 8 Engineering and Land rNOTES P.C.v 1 MATT SAMES & LEGEND 20 BOWMAN STREET CITY OF SARATOGA SPRINGS NEW YORK ,_ ANY WAY, UNLESS DONE UNDER THE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR CHIEF DESIGNER: JWE AN ARCHITECT, ENGINEER FOR AN DESIGNED B JWE ENGINEER OR LANDSCAPE ARCHITECT DRAWN BY: JWE FOR A LANDSCAPE ARCHITECT, IS A CHECKED BY: - 1533 Crescent Road - Clifton Park, NY 12065 VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. SEAL SCALE: CONTRACT No.: - MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-2 SHEET 2 OF 8 atott Ir 0 Yrailer + ! Park 1 1 1 t Il Greenridge Cern Site 327 I;. siatigalk , CRESCENT -7-1l 11\7:\\:\\ • LEGEND -0- ❑E Q 10HW1 SS CATCH BASIN UTILITY POLE GUY WIRE ELECTRIC METER SINGLE POST SIGN MAILBOX AIR CONDITIONER UNIT DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB DOUBLE POST SIGN DECIDUOUS TREE CONIFEROUS TREE DECIDUOUS SHRUB PROPERTY LINE OVERHEAD WIRES SANITARY SEWER LINE WOOD FENCE WOODS LINE 06.8 30.7.8 ES LANDS N/F KATHLEEN DILLER B:416 P: 080 TAX ID: 179.29-3-10 + 308 o, + 308.3 °C)f Rpm PE + 308.6 + 307.5 NN - z- _308 N.307.6 tiN C.)� + 307.6 + 307.1 24" IRS P?j i° 06' + 308.4 LANDS N/F ROSEMARY C. GOLD AND JENNIFER FINIGAN, TRUSTEES OF THE CLARK IRREVOCABLE TRUST B:1460 P: 644 TAX ID: 179.29-3-12 CONC. PATIO + 308.1 FFE= 309.38' 07.8 07.8 CONC. SLAB +308. 1 -STORY WOOD FRAME BUILDING FFE=309.28' + 308.1 +308.3 STOCKADE FENCE 307.7 \\ W c as \ 47 33\08.0 \\\ STOCK FE + 308.5 LAND'S /F DONALD SHERVVO* 1, TRUSTEE OF THE ANN M. FO IA MILY TRUSTBOOK 1 #: ' 112048022 AREA =0.29± AC - ❑ (12,490± SQUARE FEET) TA ID: 179.29-3-11 + 307.9 .308.0 O O O O„ \ 3 307.8 1 + 309.3 + 308.6 + 308. ASPHALT DRIVEWAY 0 W 56\ \ ASHALT DRIVEWAY 57OCKAD,@' FENCE UNPAVED DRIVEWAY RIM= 307.90' SUMP=304.06' + 308.0 HEAVILY RECESSED NO VISIBLE PIPES + 308. + 308.6 xx RIM= 308.02' SUMP= 306.8 NO VISIBLE PIPE FILLED WITH DEBRIS 308.0 3 + 308 + 308.8 55 308.2 308.7 + 308. w LANDS N/F THE BULLPEN II, LLC B:1748 P: 085 TAX ID: 179.29-3-26 BENCHMARK X -CUT ON NUT AT HEAD OF ARROW ON HYDRANT ELEVATION= 311.16' 309.0 REVvj + 309.4 55 55 55 55 RIM= 309.40' INV. OUT (SW)=304.57' INV. IN (NE)=304.59' 5 55 0 55 DEED REFERENCE: 1. MAP ENTITLED "MAP OF PROPERTY OWNED BY J.M. ADAMS, H. KNICKERBACKER, C.E. LELAND AND E.H. CHAPMAN" DATED 1971 AND FILED IN THE SARATOGA COUNTY CLERKS OFFICE IN DRAWER Z AS MAP 83. DEED REFERENCE: 1. ANN M. FOBIAN, F/K/A ANN M. COOK TO DONALD SHERWOOD, AS TRUSTEE OF THE ANN M. FOBIAN FAMILY TRUST, DATED DECEMBER 14, 2012 AND RECORDED IN THE SARATOGA COUNTY CLERKS OFFICE AS INSTRUMENT NUMBER 2012048022 ON DECEMBER 18, 2012. GENERAL NOTES: 1. THE HORIZONTAL DATUM IS ON NORTH AMERICAN DATUM OF 1983, (2011) ADJUSTMENT: NAD 83/ (2011), NEW YORK STATE PLANE EAST ZONE 3101. 2. THE VERTICAL DATUM IS THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). 3. CONTOUR INTERVAL = 1 FOOT. 4 INFORMA TION SHOWN HEREON IS FROM A FIELD SURVEY CONDUCTED BY MJ ENGINEERING AND LAND SURVEYING, PC JULY 21, 2016. 5. UNAUTHORIZED ALTERATIONS OR ADDITION TO THIS SURVEY MAP IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SEAL AND SIGNED WITH RED INK SHALL NOT BE CONSIDERED TO BE VALID COPIES. 20' 10' 0 20' PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-3 SHEET 3 OF 8 'All .-.JVIOLATION Surveying, and P.C. MATT SAMES EXISTING CONDITIONS 20 BOWMAN STREET CITY OF SARATOGA SPRINGS NEW YORK ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE A COMPARABLE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE PROFESSIONAL, (I.E.) ARCHITECT FOR CHIEF DESIGNER: JWE Land AN ARCHITECT, ENGINEER FOR AN DESIGNED BY: JWE ENGINEER OR LANDSCAPE ARCHITECT DRAWN BY: JWE FOR A LANDSCAPE ARCHITECT, IS A CHECKED BY: - 1533 Crescent Road - Clifton Park, NY 12065 OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. SEAL SCALE: 1"=20'-0" CONTRACT No.: - MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-3 SHEET 3 OF 8 UNPAVED DRIVEWAY RIM=307.90' SUMP=304.06' HEAVILY RECESSED NO VISIBLE PIPES BENCHMARK X -CUT ON NUT AT HEAD OF ARROW ON HYDRANT ELEVATION=311.16' RIM=309.40' INV. OUT (SW)=304.57' INV. IN (NE)=304.59' RIM= 308.02' SUMP=306.8 NO VISIBLE PIPE FILLED WITH DEBRIS PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-4 SHEET 4 OF 8 Engineering and Land Surveying, P.C. MATT SAM ES REMOVALS & PLAN 20 BOWMAN STREET CITY OF SARATOGA SPRINGS NEW YORK •.-.00/DEMOLITION ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE PROFESSIONAL, (I.E.) ARCHITECT FOR CHIEF DESIGNER: JWE AN ARCHITECT, ENGINEER FOR AN DESIGNED BY: JWE ENGINEER OR LANDSCAPE ARCHITECT DRAWN BY: JWE FOR A LANDSCAPE ARCHITECT, IS A CHECKED BY: - 1533 Crescent Road - Clifton Park, NY 12065 VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. SEAL SCALE: 1 "=20'-0" CONTRACT No.: - MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-4 SHEET 4 OF 8 C 0 rncsA 30" y o: DECK AND STAIRS, SEE ARCHITECT'S PLANS 24" DUMPSTER ENCLOSURE, SEE DETAIL ON D-1 CONCRETE PAVING, SEE DETAIL ON D-1 e) CONCRETE EEL STOP, TYP. SEE D TAIL ON D-1 PAVEMENT STRIPING, SEE DETAIL ON D-1 CONCRETE PAVING, SEE DETAIL ON D-1 • ACCESSIBLE PARKING, SEE DETAIL ON D-1 CONCRETE SIDEWALF SEE DETAIL ON D-1 1 1 ASHALT \DRIVEWAY -5 ASPHALT DRIVEWAY 10' 5' 0 10' PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. SUBMITTAL / REVISIONS MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-5 SHEET 5 OF 8 1 MATT SAMES LAYOUT PLAN 20 BOWMAN STREET CITY OF SARATOGA SPRINGS NEW YORK Engineering and Land Surveying, P.C. No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE CHIEF DESIGNER: JWE DESIGNED BY: JWE . DRAWN BY: JWE CHECKED BY: - •,� 1533 Crescent Road - Clifton Park, NY 12065 SEAL SCALE: 1"=10'-0" CONTRACT No.: - MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-5 SHEET 5 OF 8 7.8 8.1 X306.8 30u + 307.1 + 307.5 0 cav + 308.1 zy ________ 30B -\� II / / // / / 308.4 24' 309.25 +309.25 + 308.2 / + 308.6 N N + 307.6 + 307 +309.10 +309.10 .\ c' +309.00 -- 24" -308--� pot 8.1 309 309.18+ + 307.7 +309.00 N3Q8.0 07.8 N +308.1 00 308.00+ 8.10 + 308. \ +309.00 + 3&x:.5 + 307.6 +30 • STOCKADE FENCE +309.36 \ \ CO 307.7 \\ O W O \ \ \ \ \ -3.\ \ \ 308.00 8.00+ • + 08.20 + 73, \\ C 0 • 309.00 08.7 3Q8.0 + 307.9 L, 7 CB #2 TF: 307.50 308.10+ 8.20 \ 3 \ \ \ 3 \ \ 307.8 1 + 308. -3 0 3 ASHALT \DRIVEWAY +30 +308.75 \ \ \ 308.30+ \ \ 75` • I1 . • 0 \ - / STOCKAIiF FFNCF / + 309.3 UNDERGROUND STORM ARRAY (WATER QUANTITY AND WATER QUALITY) ASPHALT DRIVEWAY • 10' 5' 0 10' PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN OR LANDSCAPE ARCHITECTDRAWN FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONSN AND IS A CLASS "A" MISDEMEANOR. SUBMITTAL / REVISIONS MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-6 SHEET 6 OF 8 n g i n ee ri n g and Land Surveying, P.C.ENGINEER 1 MATT SAMES GRADING & DRAINAGE 20 BOWMAN STREET CITY OF SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE CHIEF DESIGNER: JWE DESIGNED BY: JWE . BY: JWEPLAN CHECKED BY: - 1533 Crescent Road - Clifton Park, NY 12065 SEAL SCALE: 1"=10'-0" CONTRACT No.: - MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-6 SHEET 6 OF 8 24 STOCKADE FENCE 1 1/4 FORCE MAIN DIRECTIONAL DRILLED 4" TAPPING SLEEVE AND VALVE ASPHALT DRIVEWAY 15 ASHALT DRIVEWAY STOCKADE FENCE UNPAVED DRIVEWAY RIM=307.90' SUMP= 304.06' HEAVILY RECESSED NO VISIBLE PIPES BENCHMARK X—CUT ON NUT AT HEAD OF ARROW ON HYDRANT ELEVATION=311.16' RIM=308.02' SUMP=306.8 NO VISIBLE PIPE FILLED WITH DEBRIS 0 0 MH#2 SS YJ SS S /R /s5 SS SS SS RIM= 309.40' INV. OUT (SW)=304.57' INV. IN (NE)=304.59' S 0 SS 20' 10' 0 20' PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS MJ PROJ. No.: 972.17 DATE: OCTOBER 26, 2016 C-7 SHEET 7 OF 8 Engineering and LandSurveying, 1 1 MATT SAMES UTILITY 20 BOWMAN STREET CITY OF SARATOGA SPRINGS NEW YORK ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE PROFESSIONAL, (I.E.) ARCHITECT FOR CHIEF DESIGNER: JWE AN ARCHITECT, ENGINEER FOR AN DESIGNED BY: JWE ENGINEER OR LANDSCAPE ARCHITECT DRAWN BY: JWE FOR A LANDSCAPE ARCHITECT, IS A CHECKED BY: -PLAN 1533 Crescent Road -Clifton Park, NY 12065 VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. SEAL SCALE: 1"=20'-0" CONTRACT No.: - MJ PROJ. No.: 972.17 DATE: OCTOBER 26, 2016 C-7 SHEET 7 OF 8 PLANTING SCHEDULE ABRV BOTANICAL NAME COMMON NAME QTY SIZE SPACING REMARKS TREES AR ACER RUBRUM 'OCTOBER GLORY' RED MAPLE 1 3-3.5" CAL. AS SHOWN BY JB JUNIPERUS VIRGINIANA 'BURKII' UPRIGHT EASTERN RED CEDAR 6 6-7' HT. B&B 8' O.C. PG PICEA GLAUCA 'DENSATA' BLACK HILLS SPRUCE 6 8-10' HT. B&B 10' 0.C. JWE TT THUJA OCCIDENTALIS 'TECHY' AMERICAN ARBORVITAE 1 5-6' HT. B&B AS SHOWN SHRUBS BG BUXUS 'GLENCOE' CHICAGOLAND GREEN BOXW00 7 5 GAL 3' O.C. HQ HYDRANGEA QUERCIFOLIA 'SNOWQUEEN' OAKLEAF YDRANGEA 1 7 GAL AS SHOWN JH JUNIPERUS HORIZONTALIS 'ANDORRA' ANDORRA J NIPER 19 3 GAL 5' O.C. SA SPIREA 'ANTHONY WATERER' ANTHONY WA ERER SPIR 8 GAL 4' O.C. C SEEDED LAWN et. sti* \O. ) PG 30" / 24" SA SEEDED LAWN 8 4 API 440% ‘iik 4A) SEEDED LAWN 75" • 0 .\ • 1 1 1 1 ASHALT \DRIVEWAY ASPHALT DRIVEWAY PG 3 10' 5' 0 10' PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION THE ALTERATION OF THIS MATERIAL IN SUBMITTAL / REVISIONS MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-8 SHEET 8 OF 8 Pg.. �� n g i n e e ri n g and 1 MATT SAMES PLAN 20 BOWMAN STREET CITY OF SARATOGA SPRINGS NEW YORK ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: JWE PROFESSIONAL, (I.E.) ARCHITECT FOR CHIEF DESIGNER: JWE Land Surveying, P.C.LANDSCAPE AN ARCHITECT, ENGINEER FOR AN DESIGNED BY: JWE ENGINEER OR LANDSCAPE ARCHITECT DRAWN BY: JWE FOR A LANDSCAPE ARCHITECT, IS A CHECKED BY: - 1533 Crescent Road - Clifton Park, NY 12065 VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. SEAL SCALE: 1"=10'-0" CONTRACT No.: - MJ PROJ. No.: 972.17 DATE: JANUARY 2017 C-8 SHEET 8 OF 8