163.4 + S 31°42'00 W 172.56'...2020/04/20 · S 31 42'00" W 172.56' 163.4 + MJSENGINEERING & LAND...

S 31°42'00" W

172.56'

163.4 +

MJS

ENGINEERING &

LAND SURVEYING, PC

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N

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ELIZABETH DRIVE

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NUCIFORA BOULEVARD

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S

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S

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S

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S

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S

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S

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S

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S

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S

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S

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510

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510

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500

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490

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490

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1132.88'

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405.26'

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S

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S

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S

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S

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S

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S

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S

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GAS MAIN 13' BEHIND CURB

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GAS

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SIGNS

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50'

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489

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X-RAY SHIELD NO.2

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X-RAY SHIELD NO.1

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RETAINING WALL

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NEW ELECTRICAL TRANSFORMER

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SMH RIM=483.1 INV=479.4

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10"X8" TEE W/ 8" VALVE CAPPED INV=476.56

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10"X8" TEE W/ 8" VALVE INV=477.2

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10" WATER MAIN

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9

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7

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6

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9

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9

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10

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9

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1

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20

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24

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N/F ISOMEDIX OPERATIONS INC. L. 13938 PG. 40 SEC. 117-2-4.2

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DISCHARGE MH SEE 7/C-8

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FRONT YARD

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SIDE YARD

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REAR YARD

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EXISTING APPROVED SITE PLAN

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AMENDED SITE PLAN

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AMENDED SITE PLAN

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SIGN NO LEFT TURN R3-2 24" X 24"

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SIGN NO RIGHT TURN R3-1 24" X 24"

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SIGN DO NOT ENTER EMERGENCY VEHICLES AND ACCESSIBLE PARKING ONLY

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SIGN DO NOT ENTER EMERGENCY VEHICLES ONLY BOTH SIDES

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SIGN PASSENGER VEHICLES ONLY

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SIDE YARD

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AMENDED

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SITE PLAN

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STERIS ISOMEDIX

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VILLAGE OF CHESTER, ORANGE COUNTY, NEW YORK

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04/16/20

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A

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140133

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1" = 40'

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C-1

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SHEET 1 OF 8

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A

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04/16/20

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SUBMITTED TO PLANNING BOARD

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BGC

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M.S.

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VILLAGE OF CHESTER PLANNING BOARD APPROVAL BOX

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PROJECT NUMBER 20-03

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0

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SCALE: 1" = 40'

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40'

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40'

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80'

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NO.

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DATE

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REVISION

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CK.

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BY

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DATE:

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REV. NO.

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JOB NO.

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SCALE:

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DWG. NO.

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SHEET TITLE:

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JOB NAME:

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BRADLEY G CLEVERLEY PE

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DEPT. CK. M. SANDOR

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DEP. APPR.

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COORD. CK.

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P.M. APPR.

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CLIENT APPR.

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NY PROFESSIONAL ENGINEER NO. 72492

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DRAWN BY:

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Fax 845-291-8657

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845-291-8650

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Goshen, NY 10924

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261 Greenwich Ave

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GENERAL NOTES: 1. APPLICANT: V. PAULIUS & ASSOCIATES 54 WEST ALLENDALE AVE. ALLENDALE, NJ 07401 RECORD OWNER: ISOMEDIX OPERATIONS INC. 5960 HEISLEY RD. MENTOR, OH 44060 2. TAX MAP NUMBER: TAX MAP NUMBER: SECTION 117, BLOCK 2, LOT 4.2 3. DEED REFERENCE: LIBER 13938 PAGE 40 4. AREA: 10.770 ACRES OR 469,145 SQUARE FEET 5. ZONING DISTRICT: M-1 REQUIRED PROVIDED PROVIDED LOT AREA: 3 AC 10.77 AC 3 AC 10.77 AC 10.77 AC LOT WIDTH: 200' MIN. 439.8' 200' MIN. 439.8' 439.8' FRONT YARD: 60' MIN. 260.0' 60' MIN. 260.0' 260.0' SIDE YARD: 50' MIN. 52.7' 50' MIN. 52.7' 52.7' BOTH SIDE YARDS: 100' MIN. 109.7' 100' MIN. 109.7' 109.7' REAR YARD: 50' MIN. 354.1' 50' MIN. 354.1' 354.1' LOT COVERAGE: 50% MAX. 14% (SEE NOTE 10) 50% MAX. 14% (SEE NOTE 10) 14% (SEE NOTE 10) BUILDING HEIGHT: 40' MAX. 34' 40' MAX. 34' 34' PARKING: 17 PS 25 PS (SEE NOTE 11) 17 PS 25 PS (SEE NOTE 11) 25 PS (SEE NOTE 11) 6. BASE MAP INFORMATION TAKEN FROM THE FOLLOWING SOURCES: A. FILED MAP REFERENCE: FILED MAP REFERENCE: "MAJOR SUBDIVISION PLAT INDUSTRIAL PARK CHESTER, NEW YORK," FILED IN THE ORANGE COUNTY CLERK'S OFFICE ON MAY 30, 1989 AS MAP #9513. B. HIGHWAY MAP REFERENCE: HIGHWAY MAP REFERENCE: "CHESTER-FLORIDA S.H. No. 1809," MAP No.117, SHEETS 1-5, PARCELS 169, 170, 171, CHESTER INDUSTRIAL PARK ASSOCIATES, LP. FILED IN THE ORANGE COUNTY CLERK'S OFFICE, UNIT 6, DRAWER 3. C. SEWER INVERTS AT ELIZABETH DRIVE PROVIDED BY V. PAULIUS ASSOCATES, SEPTEMBER 22, 2015.

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C. TOPOGRAPHIC INFORMATION IS BASED ON AN AERIAL SURVEY BY GEODETIC ASSOCIATES INT'L.,LLC DATED APRIL 12, 2014. DATUM IS NAD-1983 AND NAVD-1988. CONTOUR INTERVAL IS TWO FEET. 7. CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION BEFORE PROCEEDING WITH HIS WORK. 8. SUBJECT TO UNDERGROUND UTLITIES NOT VISIBLE OR DISCLOSED TO MJS ENGINEERING & LAND SURVEYING, PC. A SUBSURFACE UTILITY SURVEY WAS NOT CONTRACTED FOR OR PERFORMED AS PART OF THIS APPLICATION. CALL BEFORE YOU DIG UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION TWO (2) FULL WORKING DAYS BEFORE YOU DIG. CALL 1-800-962-7962. 9. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATIONS AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 10. LOT COVERAGE FLOOR AREA 59,690 SF 59,690 SF 59,690 SF PROCESSING AREA 8,110 SF 8,110 SF 8,110 SF 8,110 SF SF TOTAL 67,800 SF 67,800 SF 67,800 SF / 469,145 SF LOT AREA= 14% 11. PARKING REQUIREMENTS 25 EMPLOYEES X 2 PARKING SPACES/3 EMPLOYEE REQUIRED = 17 PS PARKING SPACE 10'X20' 12. THE EXISTING SITE PLAN WAS APPROVED BY THE VILLAGE OF CHESTER PLANNING BOARD MARCH 24, 2015. THE AMENDED SITE PLAN IS REQUIRED FOR THE WAREHOUSE ADDITION ON THE NORTH SIDE OF THE SITE. 13. THE SOUTHERLY NUCIFORA BOULEVARD CURB CUT MAY BE RESTRICTED TO ENTRANCE ONLY, NO EXIT, IF THE VILLAGE DEEMS THE RESTRICTION WARRANTED, BASED ON TRAFFIC CONDITIONS. 14. ALL FIRE APPARATUS ACCESS ROAD GATES SHALL COMPLY WITH ALL FIRE APPARATUS ACCESS ROAD GATES SHALL COMPLY WITH SECTION D103.5 OF THE NYS FIRE CODE.

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X 506.00

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X 506.00

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508

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520

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PROPERTY LINE

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EASEMENT

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PROPOSED BUILDING

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EXISTING TREE LINE

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EXISTING SPOT ELEVATION

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PROPOSED SPOT ELEVATION

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EXISTING CONTOUR

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PROPOSED CONTOUR

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SWALE

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LEGEND

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EXISTING CB

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PROPOSED CB

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EXISTING HYDRANT

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EXISTING VALVE

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PROPOSED VALVE

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EXISTING MH

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PROPOSED MH

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PROPOSED LIGHT

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EXISTING SAN. LINE

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PROPOSED SAN. LINE

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EXISTING WATER LINE

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PROPOSED WATER LINE

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SETBACK

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EX. SAN.

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8"W

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EX. W

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HYD.

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CB

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CB

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LIGHT

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W

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SILT FENCE

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EXISTING STREAM

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PROPOSED FENCE LINE

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510

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ABBREVIATIONS:

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AC.

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BF

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BR

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BLK.

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CB

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CK.

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DEPT.

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DET.

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DWG.

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EX.

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FF

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FM

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FT.

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GAL.

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GF

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GPD

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GPM

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HR.

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INV.

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IP

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LIB.

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LIC.

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LF

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MAX.

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MH

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MIN.

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N/F

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NTS

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PG.

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PVC

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PROP.

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REF.

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REV.

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SF

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SQ.

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SAN.

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STM.

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STD.

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TYP.

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UP

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V

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W

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W/

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W/O

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ACRE

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BASEMENT FLOOR

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BEDROOM

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BLOCK

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CATCH BASIN

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CHECK

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DEPARTMENT

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DETAIL

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DRAWING

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EXISTING

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FINISHED FLOOR ELEVATION

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FILED MAP

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FEET

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GALLON

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GARAGE FLOOR

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GALLONS PER DAY

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GALLONS PER MINUTE

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HOUR

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INVERT ELEVATION

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IRON PIPE

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LIBER

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LICENSE

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LINEAR FEET

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MAXIMUM

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MANHOLE

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MINIMUM OR MINUTE

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NOW OR FORMERLY

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NOT TO SCALE

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PAGE

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POLYVINYL CHLORIDE

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PROPOSED

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REFERENCE

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REVISION

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SQUARE FOOT

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SQUARE

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SANITARY SEWER

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STORM SEWER

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STANDARD

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TYPICAL

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UTILITY POLE

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VALVE

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WATER

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WITH

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WITHOUT

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TBR

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TO BE REMOVED

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AutoCAD SHX Text

112-1-47

AutoCAD SHX Text

111-2-23

AutoCAD SHX Text

111-2-15

AutoCAD SHX Text

112-1-13

AutoCAD SHX Text

112-1-1.223

AutoCAD SHX Text

114-1-1

AutoCAD SHX Text

111-2-17

AutoCAD SHX Text

112-1-46

AutoCAD SHX Text

111-2-16

AutoCAD SHX Text

112-1-12

AutoCAD SHX Text

112-1-9.1

AutoCAD SHX Text

111-7-18.1

AutoCAD SHX Text

112-1-11

AutoCAD SHX Text

112-1-8

AutoCAD SHX Text

111-2-22

AutoCAD SHX Text

114-3-2

AutoCAD SHX Text

112-1-45

AutoCAD SHX Text

112-1-10

AutoCAD SHX Text

112-1-1.222

AutoCAD SHX Text

111-7-19

AutoCAD SHX Text

112-1-2

AutoCAD SHX Text

111-7-20

AutoCAD SHX Text

112-1-5

AutoCAD SHX Text

114-1-2.2

AutoCAD SHX Text

112-1-3

AutoCAD SHX Text

114-2-1

AutoCAD SHX Text

112-1-19

AutoCAD SHX Text

112-1-9.2

AutoCAD SHX Text

114-3-1

AutoCAD SHX Text

117-1-2

AutoCAD SHX Text

114-3-7

AutoCAD SHX Text

114-3-4.2

AutoCAD SHX Text

114-1-5

AutoCAD SHX Text

114-2-3

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

114-3-5.2

AutoCAD SHX Text

112-1-35

AutoCAD SHX Text

114-3-3.2

AutoCAD SHX Text

117-2-5

AutoCAD SHX Text

114-2-5

AutoCAD SHX Text

115-1-4.3

AutoCAD SHX Text

112-1-36

AutoCAD SHX Text

112-1-17

AutoCAD SHX Text

115-1-4.2

AutoCAD SHX Text

114-1-6

AutoCAD SHX Text

114-1-3.1

AutoCAD SHX Text

115-1-4.1

AutoCAD SHX Text

112-1-15

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

114-1-7.1

AutoCAD SHX Text

112-1-36

AutoCAD SHX Text

114-1-17

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

117-1-4.1

AutoCAD SHX Text

115-1-4.41

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

118-1-7.1

AutoCAD SHX Text

114-1-10.1

AutoCAD SHX Text

115-1-3.1

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

114-1-10.2

AutoCAD SHX Text

114-1-12

AutoCAD SHX Text

113-1-7

AutoCAD SHX Text

115-2-3.3

AutoCAD SHX Text

114-1-13

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

114-1-12

AutoCAD SHX Text

115-1-1

AutoCAD SHX Text

115-1-5

AutoCAD SHX Text

114-4-2

AutoCAD SHX Text

115-1-2

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

115-1-4.42

AutoCAD SHX Text

118-1-5.2

AutoCAD SHX Text

113-1-2.2

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

114-1-14

AutoCAD SHX Text

114-4-1

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

114-1-15

AutoCAD SHX Text

118-1-5.12

AutoCAD SHX Text

115-2-6

AutoCAD SHX Text

115-2-7

AutoCAD SHX Text

119-1-1.2

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

115-2-3.212

AutoCAD SHX Text

113-1-8

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

115-2-4

AutoCAD SHX Text

115-2-8.1

AutoCAD SHX Text

115-3-11

AutoCAD SHX Text

115-3-1

AutoCAD SHX Text

115-2-1

AutoCAD SHX Text

115-2-3.1

AutoCAD SHX Text

115-2-8.2

AutoCAD SHX Text

115-3-10

AutoCAD SHX Text

115-2-5

AutoCAD SHX Text

115-2-19

AutoCAD SHX Text

113-1-2.1

AutoCAD SHX Text

115-2-18

AutoCAD SHX Text

115-3-2

AutoCAD SHX Text

115-2-9.1

AutoCAD SHX Text

115-3-9

AutoCAD SHX Text

115-2-17

AutoCAD SHX Text

115-3-3

AutoCAD SHX Text

118-1-6.1

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

114-4-4

AutoCAD SHX Text

114-4-3

AutoCAD SHX Text

115-2-10

AutoCAD SHX Text

115-2-16

AutoCAD SHX Text

115-3-4

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

118-1-2.21

AutoCAD SHX Text

115-3-8

AutoCAD SHX Text

113-1-6.12

AutoCAD SHX Text

113-1-5

AutoCAD SHX Text

115-3-5

AutoCAD SHX Text

115-2-11

AutoCAD SHX Text

115-3-7

AutoCAD SHX Text

115-2-12

AutoCAD SHX Text

115-3-6

AutoCAD SHX Text

119-1-1.12

AutoCAD SHX Text

115-2-15

AutoCAD SHX Text

118-1-8

AutoCAD SHX Text

115-2-13

AutoCAD SHX Text

115-2-14

AutoCAD SHX Text

113-1-1.222

AutoCAD SHX Text

113-1-4

AutoCAD SHX Text

113-1-1.221

AutoCAD SHX Text

118-1-9.2

AutoCAD SHX Text

119-1-2

AutoCAD SHX Text

113-1-1.1

AutoCAD SHX Text

0-0-0

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

SCALE: 1"=2,000'

AutoCAD SHX Text

SITE

AutoCAD SHX Text

N

163.4 +

MJS

ENGINEERING &

LAND SURVEYING, PC

AutoCAD SHX Text

ELIZABETH DRIVE

AutoCAD SHX Text

NUCIFORA BOULEVARD

AutoCAD SHX Text

CHESTER BOULEVARD

AutoCAD SHX Text

WEST AVE. - NYS RTE 94

AutoCAD SHX Text

N

AutoCAD SHX Text

508.3

AutoCAD SHX Text

505.6

AutoCAD SHX Text

504.9

AutoCAD SHX Text

504.5

AutoCAD SHX Text

505.0

AutoCAD SHX Text

504.5

AutoCAD SHX Text

505.4

AutoCAD SHX Text

504.5

AutoCAD SHX Text

485.8

AutoCAD SHX Text

485.3

AutoCAD SHX Text

484.5

AutoCAD SHX Text

482.8

AutoCAD SHX Text

484.5

AutoCAD SHX Text

484.7

AutoCAD SHX Text

488.6

AutoCAD SHX Text

488.8

AutoCAD SHX Text

488.8

AutoCAD SHX Text

489.2

AutoCAD SHX Text

489.1

AutoCAD SHX Text

491.0

AutoCAD SHX Text

487.0

AutoCAD SHX Text

487.2

AutoCAD SHX Text

487.1

AutoCAD SHX Text

486.8

AutoCAD SHX Text

510.5

AutoCAD SHX Text

513.0

AutoCAD SHX Text

510.4

AutoCAD SHX Text

508.8

AutoCAD SHX Text

504.6

AutoCAD SHX Text

488.6

AutoCAD SHX Text

485.2

AutoCAD SHX Text

485.3

AutoCAD SHX Text

485.3

AutoCAD SHX Text

484.8

AutoCAD SHX Text

484.5

AutoCAD SHX Text

481.1

AutoCAD SHX Text

481.5

AutoCAD SHX Text

482.9

AutoCAD SHX Text

484.6

AutoCAD SHX Text

485.6

AutoCAD SHX Text

484.8

AutoCAD SHX Text

484.5

AutoCAD SHX Text

483.7

AutoCAD SHX Text

483.4

AutoCAD SHX Text

483.1

AutoCAD SHX Text

483.7

AutoCAD SHX Text

482.8

AutoCAD SHX Text

482.9

AutoCAD SHX Text

480.8

AutoCAD SHX Text

482.7

AutoCAD SHX Text

482.6

AutoCAD SHX Text

483.2

AutoCAD SHX Text

484.7

AutoCAD SHX Text

485.1

AutoCAD SHX Text

484.8

AutoCAD SHX Text

485.1

AutoCAD SHX Text

485.6

AutoCAD SHX Text

485.4

AutoCAD SHX Text

485.3

AutoCAD SHX Text

478.7

AutoCAD SHX Text

481.3

AutoCAD SHX Text

481.3

AutoCAD SHX Text

482.6

AutoCAD SHX Text

482.9

AutoCAD SHX Text

482.8

AutoCAD SHX Text

482.2

AutoCAD SHX Text

482.5

AutoCAD SHX Text

482.8

AutoCAD SHX Text

483.1

AutoCAD SHX Text

483.0

AutoCAD SHX Text

482.7

AutoCAD SHX Text

482.6

AutoCAD SHX Text

483.1

AutoCAD SHX Text

483.0

AutoCAD SHX Text

483.6

AutoCAD SHX Text

483.3

AutoCAD SHX Text

483.2

AutoCAD SHX Text

483.2

AutoCAD SHX Text

484.2

AutoCAD SHX Text

484.2

AutoCAD SHX Text

484.2

AutoCAD SHX Text

484.2

AutoCAD SHX Text

484.1

AutoCAD SHX Text

482.7

AutoCAD SHX Text

481.4

AutoCAD SHX Text

480.5

AutoCAD SHX Text

480.3

AutoCAD SHX Text

481.4

AutoCAD SHX Text

481.3

AutoCAD SHX Text

482.8

AutoCAD SHX Text

480.3

AutoCAD SHX Text

480.7

AutoCAD SHX Text

481.3

AutoCAD SHX Text

480.5

AutoCAD SHX Text

480.5

AutoCAD SHX Text

480.5

AutoCAD SHX Text

480.4

AutoCAD SHX Text

478.8

AutoCAD SHX Text

479.3

AutoCAD SHX Text

480.2

AutoCAD SHX Text

478.6

AutoCAD SHX Text

479.0

AutoCAD SHX Text

479.0

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

506.6

AutoCAD SHX Text

504.9

AutoCAD SHX Text

506.2

AutoCAD SHX Text

506.0

AutoCAD SHX Text

523.1

AutoCAD SHX Text

516.4

AutoCAD SHX Text

510

AutoCAD SHX Text

510

AutoCAD SHX Text

500

AutoCAD SHX Text

490

AutoCAD SHX Text

480

AutoCAD SHX Text

480

AutoCAD SHX Text

480

AutoCAD SHX Text

490

AutoCAD SHX Text

480

AutoCAD SHX Text

490

AutoCAD SHX Text

490

AutoCAD SHX Text

1132.88'

AutoCAD SHX Text

405.26'

AutoCAD SHX Text

375.95'

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

20' UTILITY ESM'T.

AutoCAD SHX Text

NAD-1983

AutoCAD SHX Text


AutoCAD SHX Text

GAS

AutoCAD SHX Text

OVERHEAD UTILITIES

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGNS

AutoCAD SHX Text

484

AutoCAD SHX Text

510

AutoCAD SHX Text

500

AutoCAD SHX Text

1.5(H):1(V)

AutoCAD SHX Text

490

AutoCAD SHX Text

490

AutoCAD SHX Text

486

AutoCAD SHX Text

488

AutoCAD SHX Text

490

AutoCAD SHX Text

488

AutoCAD SHX Text

486

AutoCAD SHX Text

490

AutoCAD SHX Text

486

AutoCAD SHX Text

486

AutoCAD SHX Text

484

AutoCAD SHX Text

482

AutoCAD SHX Text

485

AutoCAD SHX Text

484

AutoCAD SHX Text

486

AutoCAD SHX Text

480

AutoCAD SHX Text

484

AutoCAD SHX Text

484

AutoCAD SHX Text

484

AutoCAD SHX Text

500

AutoCAD SHX Text

488

AutoCAD SHX Text

486

AutoCAD SHX Text

486

AutoCAD SHX Text

50'

AutoCAD SHX Text

489

AutoCAD SHX Text

482

AutoCAD SHX Text

EXIST. CONC. PLANT

AutoCAD SHX Text

8" SS PLUG

AutoCAD SHX Text

SMH RIM=481.3 INV=478.2

AutoCAD SHX Text

SMH RIM=483.1 INV=479.4

AutoCAD SHX Text

8" SS PLUG

AutoCAD SHX Text

8" SS PLUG

AutoCAD SHX Text

8" SANITARY LINE

AutoCAD SHX Text

8" WATER SERVICE CAPPED

AutoCAD SHX Text

8" WATER SERVICE PLUGGED

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

10" WATER MAIN

AutoCAD SHX Text

6

AutoCAD SHX Text

9

AutoCAD SHX Text

9

AutoCAD SHX Text

20

AutoCAD SHX Text

N/F CHESTER INDUSTRIAL PARK ASSOCIATES LP

AutoCAD SHX Text

L. 3151 PG. 165

AutoCAD SHX Text

SEC. 117-1-2.1

AutoCAD SHX Text


AutoCAD SHX Text

L. 3151 PG. 165

AutoCAD SHX Text

SEC. 117-1-3

AutoCAD SHX Text

LOT 4, FM #9513

AutoCAD SHX Text

LOT 3, FM #9513

AutoCAD SHX Text


AutoCAD SHX Text

322 LF - 24" HDPE@ 0.42%%%

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB INV. EXIST.

AutoCAD SHX Text

37 LF - 12" HDPE @ 0.50%

AutoCAD SHX Text

178 LF - 12" HDPE@ 1.00%%%

AutoCAD SHX Text

CB RIM=485.15 INV=482.87(E) INV=482.62(W)

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

72 LF - 18" HDPE @ 0.40%

AutoCAD SHX Text

36 LF - 15" HDPE @ 0.40%

AutoCAD SHX Text

CB RIM=485.15 INV=482.42

AutoCAD SHX Text

1.2%

AutoCAD SHX Text

CB RIM=482.50 INV=479.50

AutoCAD SHX Text

35 LF - 12" HDPE @ 0.50%

AutoCAD SHX Text

CB RIM=483.60 INV=481.02

AutoCAD SHX Text

86 LF - 12" HDPE@ 0.50%%%

AutoCAD SHX Text

MH TOP=487.50 INV=479.50

AutoCAD SHX Text

180 LF - 24" HDPE@ 0.50%%%

AutoCAD SHX Text

CB RIM=483.20 INV=479.35

AutoCAD SHX Text

30 LF - 12" HDPE @ 0.50%

AutoCAD SHX Text

220 LF - 12" HDPE @ 0.90%

AutoCAD SHX Text

MH RIM=487.42 INV=484.50

AutoCAD SHX Text

MH RIM=485.70 INV=482.79

AutoCAD SHX Text

100 LF - 12" HDPE @ 0.50%

AutoCAD SHX Text

MH RIM=486.40 INV=481.30

AutoCAD SHX Text

298 LF - 12" HDPE@ 0.50%%%

AutoCAD SHX Text

FES INV=481.00

AutoCAD SHX Text

17 LF - 24" HDPE@ 2.94%%%

AutoCAD SHX Text

GRASS LINED SWALE 0.5% MIN. SLOPE SEE 9/C-8

AutoCAD SHX Text

CB RIM=485.15 INV=482.27(N 15") INV=482.27(S 18") INV=482.52(E 12")

AutoCAD SHX Text

CB RIM=483.70 INV=481.45

AutoCAD SHX Text

FES INV=480.50

AutoCAD SHX Text

FES INV=480.80

AutoCAD SHX Text

FES INV=480.84

AutoCAD SHX Text

MH RIM=490.50 INV=487.00

AutoCAD SHX Text

250 LF - 12" HDPE @ 1.00%

AutoCAD SHX Text

CB RIM=486.90 INV=484.65

AutoCAD SHX Text

36 LF - 15" HDPE @ 0.40%

AutoCAD SHX Text

CBS & PIPE FILL WITH GROUT, REMOVE GRATES, REPAIR ASPHALT & CURB

AutoCAD SHX Text

CURB WITH 5' LONG DROP CURB EVERY 10'

AutoCAD SHX Text

MH RIM=485.50 INV=478.60(W,E) INV=479.16(N)

AutoCAD SHX Text

26 LF - 15" HDPE @ 1.00%

AutoCAD SHX Text

200 LF - 24" HDPE@ 0.50%%%

AutoCAD SHX Text

FES INV=481.98

AutoCAD SHX Text

312 LF - 36" HDPE@ 0.50%%%

AutoCAD SHX Text

132 LF - 36" HDPE @0.50%

AutoCAD SHX Text

47 LF - 36" HDPE @1.40%

AutoCAD SHX Text

MH RIM=486.00 INV=472.84(E) INV=471.20 (W)

AutoCAD SHX Text

MH RIM=482.0 INV=470.54

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TBR

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

& DEMOLITION PLAN

AutoCAD SHX Text

STERIS ISOMEDIX

AutoCAD SHX Text


AutoCAD SHX Text

04/16/20

AutoCAD SHX Text

A

AutoCAD SHX Text

140133

AutoCAD SHX Text

1" = 40'

AutoCAD SHX Text

C-2

AutoCAD SHX Text

SHEET 2 OF 8

AutoCAD SHX Text

A

AutoCAD SHX Text

04/16/20

AutoCAD SHX Text


AutoCAD SHX Text

BGC

AutoCAD SHX Text

M.S.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

SCALE: 1" = 40'

AutoCAD SHX Text

40'

AutoCAD SHX Text

40'

AutoCAD SHX Text

80'

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

CK.

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

JOB NAME:

AutoCAD SHX Text


AutoCAD SHX Text

DEPT. CK. M. SANDOR

AutoCAD SHX Text

DEP. APPR.

AutoCAD SHX Text

COORD. CK.

AutoCAD SHX Text

P.M. APPR.

AutoCAD SHX Text

CLIENT APPR.

AutoCAD SHX Text


AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

Fax 845-291-8657

AutoCAD SHX Text

845-291-8650

AutoCAD SHX Text

Goshen, NY 10924

AutoCAD SHX Text

261 Greenwich Ave

163.4 +

MJS

ENGINEERING &

LAND SURVEYING, PC

AutoCAD SHX Text

LIMIT OF DISTURBANCE 4.40 AC

AutoCAD SHX Text

N

AutoCAD SHX Text

ELIZABETH DRIVE

AutoCAD SHX Text

NUCIFORA BOULEVARD

AutoCAD SHX Text

CHESTER BOULEVARD

AutoCAD SHX Text


AutoCAD SHX Text

N

AutoCAD SHX Text

508.3

AutoCAD SHX Text

505.6

AutoCAD SHX Text

504.9

AutoCAD SHX Text

504.5

AutoCAD SHX Text

505.0

AutoCAD SHX Text

504.5

AutoCAD SHX Text

505.4

AutoCAD SHX Text

504.5

AutoCAD SHX Text

485.8

AutoCAD SHX Text

485.3

AutoCAD SHX Text

484.5

AutoCAD SHX Text

482.8

AutoCAD SHX Text

484.5

AutoCAD SHX Text

484.7

AutoCAD SHX Text

488.6

AutoCAD SHX Text

488.8

AutoCAD SHX Text

488.8

AutoCAD SHX Text

489.2

AutoCAD SHX Text

489.1

AutoCAD SHX Text

491.0

AutoCAD SHX Text

487.0

AutoCAD SHX Text

487.2

AutoCAD SHX Text

487.1

AutoCAD SHX Text

486.8

AutoCAD SHX Text

510.5

AutoCAD SHX Text

513.0

AutoCAD SHX Text

510.4

AutoCAD SHX Text

508.8

AutoCAD SHX Text

504.6

AutoCAD SHX Text

488.6

AutoCAD SHX Text

485.2

AutoCAD SHX Text

485.3

AutoCAD SHX Text

485.3

AutoCAD SHX Text

484.8

AutoCAD SHX Text

484.5

AutoCAD SHX Text

481.1

AutoCAD SHX Text

481.5

AutoCAD SHX Text

482.9

AutoCAD SHX Text

484.6

AutoCAD SHX Text

485.6

AutoCAD SHX Text

484.8

AutoCAD SHX Text

484.5

AutoCAD SHX Text

483.7

AutoCAD SHX Text

483.4

AutoCAD SHX Text

483.1

AutoCAD SHX Text

483.7

AutoCAD SHX Text

482.8

AutoCAD SHX Text

482.9

AutoCAD SHX Text

480.8

AutoCAD SHX Text

482.7

AutoCAD SHX Text

482.6

AutoCAD SHX Text

483.2

AutoCAD SHX Text

484.7

AutoCAD SHX Text

485.1

AutoCAD SHX Text

484.8

AutoCAD SHX Text

485.1

AutoCAD SHX Text

485.6

AutoCAD SHX Text

485.4

AutoCAD SHX Text

485.3

AutoCAD SHX Text

478.7

AutoCAD SHX Text

481.3

AutoCAD SHX Text

481.3

AutoCAD SHX Text

482.6

AutoCAD SHX Text

482.9

AutoCAD SHX Text

482.8

AutoCAD SHX Text

482.2

AutoCAD SHX Text

482.5

AutoCAD SHX Text

482.8

AutoCAD SHX Text

483.1

AutoCAD SHX Text

483.0

AutoCAD SHX Text

482.7

AutoCAD SHX Text

482.6

AutoCAD SHX Text

483.1

AutoCAD SHX Text

483.0

AutoCAD SHX Text

483.6

AutoCAD SHX Text

483.3

AutoCAD SHX Text

483.2

AutoCAD SHX Text

483.2

AutoCAD SHX Text

484.2

AutoCAD SHX Text

484.2

AutoCAD SHX Text

484.2

AutoCAD SHX Text

484.2

AutoCAD SHX Text

484.1

AutoCAD SHX Text

482.7

AutoCAD SHX Text

481.4

AutoCAD SHX Text

480.5

AutoCAD SHX Text

480.3

AutoCAD SHX Text

481.4

AutoCAD SHX Text

481.3

AutoCAD SHX Text

482.8

AutoCAD SHX Text

480.3

AutoCAD SHX Text

480.7

AutoCAD SHX Text

481.3

AutoCAD SHX Text

480.5

AutoCAD SHX Text

480.5

AutoCAD SHX Text

480.5

AutoCAD SHX Text

480.4

AutoCAD SHX Text

478.8

AutoCAD SHX Text

479.3

AutoCAD SHX Text

480.2

AutoCAD SHX Text

478.6

AutoCAD SHX Text

479.0

AutoCAD SHX Text

479.0

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

506.6

AutoCAD SHX Text

504.9

AutoCAD SHX Text

506.2

AutoCAD SHX Text

506.0

AutoCAD SHX Text

523.1

AutoCAD SHX Text

516.4

AutoCAD SHX Text

510

AutoCAD SHX Text

510

AutoCAD SHX Text

500

AutoCAD SHX Text

490

AutoCAD SHX Text

480

AutoCAD SHX Text

480

AutoCAD SHX Text

480

AutoCAD SHX Text

490

AutoCAD SHX Text

480

AutoCAD SHX Text

490

AutoCAD SHX Text

490

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

NAD-1983

AutoCAD SHX Text


AutoCAD SHX Text

GAS

AutoCAD SHX Text

OVERHEAD UTILITIES

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484

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510

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RETAINING WALL

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482

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FF.488'

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RETG. WALL

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AGGREG.

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SAND

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8" SS PLUG

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8" SS PLUG

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8" WATER SERVICE PLUGGED

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10" WATER MAIN

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6

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9

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9

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20

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1.2%

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CBS & PIPE FILL WITH GROUT, REMOVE GRATES, REPAIR ASPHALT & CURB

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CURB WITH 5' LONG DROP CURB EVERY 10'

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8" DIP WATER LINE

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6" DIP SANITARY LINE @ 2.00%

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CONNECT TO EXIST. MH INV=479.24±

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REDI-ROCK RETAINING WALL TW=508.0 BW=488.0

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OFFICE TRAILER

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510

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68 LF - 15" HDPE @ 0.92%

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INV=482.75

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STORMWATER PLANTER

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STORMWATER TREATMENT

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STORMWATER TREATMENT

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GRADING &

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DRAINAGE PLAN

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STERIS ISOMEDIX

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04/16/20

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A

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140133

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DEPT. CK. M. SANDOR

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COORD. CK.

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CLIENT APPR.

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DRAWN BY:

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Fax 845-291-8657

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845-291-8650

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Goshen, NY 10924

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261 Greenwich Ave

S 31°42'00" W

172.56'

163.4 +

MJS

ENGINEERING &

LAND SURVEYING, PC

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NUCIFORA BOULEVARD

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CHESTER BOULEVARD

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508.3

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1132.88'

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405.26'

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375.95'

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20' UTILITY ESM'T.

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OVERHEAD UTILITIES

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SIGN

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484

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510

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488

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482

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FF.488'

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8" SS PLUG

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SMH RIM=481.3 INV=478.2

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SMH RIM=483.1 INV=479.4

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10" WATER MAIN

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L. 3151 PG. 165

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SEC. 117-1-3

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LOT 4, FM #9513

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PORTABLE TOILETS

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TRASH CONTAINERS

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510

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490

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489

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487

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486

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TBR

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SHEET TITLE:

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JOB NAME:

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MICHAEL J. SANDOR PE

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DEPT. CK. M. SANDOR

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DEP. APPR.

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COORD. CK.

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P.M. APPR.

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CLIENT APPR.

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DRAWN BY:

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Fax 845-291-8657

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845-291-8650

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Goshen, NY 10924

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261 Greenwich Ave

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LIGHTING &

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LANDSCAPING PLAN

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STERIS ISOMEDIX

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04/16/20

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A

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140133

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1" = 40'

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C-4

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SHEET 4 OF 8

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A

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04/16/20

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BGC

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40'

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SEEDING NOTES: 1.SLOPE AT NE SIDE OF SITE SHALL BE SEEDED WITH ERNMX-141 LAKE ERIE BLUFF MIX, 20 LB/AC. SEED SHALL BE AS DISTRIBUTED BY ERNST CONSERVATION SEEDS, INC., 8884 MERCER PIKE, MEADVILLE, PA 16335, (800) 873-3321, www.ernstseed.com. 2.STORMWATER SWALES SHALL BE SEEDED WITH ERNMX-161 CONTRACTORS LAKEVIEW CONSERVATION MIX, 75-150 LB PER ACRE, OR 3 LB PER 1,000 SQ FT.

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SEEDING: 1. GROUND PREPARATION: GROUND PREPARATION: AREAS TO BE SEEDED WITH TURF SEEDS SHALL BE MAINTAINED AT APPROVED GRADES ANDIRREGULARITIES THAT WILL HOLD WATER SHALL BE ELIMINATED. LIMESTONE,FERTILIZER AND SEEDS IN THE AMOUNTS SPECIFIED SHALL BE EVENLY DISTRIBUTED ON THE AREAS TO BE SEEDED. THE FINISHED SURFACE OF ANY AREA THAT IS SEEDED SHALL NOT BE ROUGHER, MORE UNEVEN,OR HAVE MORE OR LARGER STONES, CLODS, ROOTS, OR OTHER FOREIGN MATERIALS THAN THEAREA IT ADJOINS. IN BUILD-UP AND RESIDENTIAL AREAS, HAND RAKING WILL USUALLY BENECESSARY TO PRODUCE THE REQUIRED SMOOTHNESS AND UNIFORMITY, PARTICULARLY WHERE GRADING AND TURF ESTABLISHMENT IS TO BE ADJACENT TO LAWNS. AREAS TO BE SEEDED SHALL BE SCARIFIED SUFFICIENTLY TO BREAK UP THE SURFACE CRUST IMMEDIATELY BEFORE SEEDING EXCEPT WHERE THE GROUND IS ALREADY LOOSE AND FRIABLE AS IMMEDIATELY FOLLOWING GRADING. ALL STONES AND OTHER OBJECTS OVER TWO INCHES IN GREATEST DIMENSION, OR OTHER SIZES AS SPECIFIED, SHALL BE REMOVED AND DISPOSED OF AS APPROVED. ONLY LIMESTONE AND/OR FERTILIZERS MAY BE MIXED TOGETHER WITH THE SEEDS (INCLUDING LEGUME INOCULANTS WHEN REQUIRED) IMMEDIATELY BEFORE SOWING. ANY METHOD OF SOWING THAT DOES NOT INJURE THE SEEDS IN THE PROCESS OF SPREADING WILL BE ACCEPTABLE. 2. RATES: RATES: APPLICATION RATES FOR TURF ESTABLISHMENT MATERIALS SHALL BE: FERTILIZER - 85 POUNDS PURE LIVE SEED PER ACRE - 85 POUNDS PURE LIVE SEED PER ACRE 85 POUNDS PURE LIVE SEED PER ACRE MULCH - 2 TONS PER ACRE - 2 TONS PER ACRE 2 TONS PER ACRE MULCH ANCHORAGE - MANUFACTURER'S RECOMMENDED RATE - MANUFACTURER'S RECOMMENDED RATE MANUFACTURER'S RECOMMENDED RATE 3. SEED: SEED: PERMANENT WT. OF PURE LIVE SEED NAME VARIETY LBS. PER ACRE VARIETY LBS. PER ACRE LBS. PER ACRE RED FESCUE (FESTUCA RUBRA) COMMERCIAL 50 COMMERCIAL 50 50 PERENNIAL RYEGRASS (LOLIUM PERENNE) COMMERCIAL 30 COMMERCIAL 30 30 WHITE CLOVER (TRIFOLIUM REPENS) COMMERCIAL COMMERCIAL MAX. 25% HARD SEED 5 5 TOTAL 85 LBS. 85 LBS. TEMPORARY SEED LBS./1,000 LBS./ACRE SQ. FT. SQ. FT. FOR SPRING SEEDING: A) ANNUAL RYEGRASS 30 0.70 30 0.70 0.70 B) SPRING OATS 80 (2 1/2 BU) 2.00 80 (2 1/2 BU) 2.00 2.00 C) ANNUAL RYEGRASS 15 0.35 15 0.35 0.35 AND SPRING OATS 64 (2 BU) 1.50 64 (2 BU) 1.50 1.50 D) PERENNIAL RYEGRASS 30 0.70 30 0.70 0.70 FOR LATE SPRING & SUMMER SEEDING: A) SUDANGRASS 40 (1.0 BU) 0.90 40 (1.0 BU) 0.90 0.90 B) ANNUAL RYEGRASS 30 0.70 30 0.70 0.70 C) PERENNIAL RYEGRASS 30 0.70 30 0.70 0.70 FOR LATE SUMMER & FALL SEEDING: A) ANNUAL RYEGRASS (COMMON) 30 0.70 30 0.70 0.70 B) WINTER RYE (AROOSTOOK) 112 (2 BU) 2.50 112 (2 BU) 2.50 2.50 C) WINTER WHEAT 120 (2 BU) 2.75 120 (2 BU) 2.75 2.75 D) PERENNIAL RYEGRASS (PENNFINE) 30 0.70 30 0.70 0.70 TEMPORARY SEEDING: MULCHING AS REQUIRED ON SITES DIFFICULT TO VEGETATE (SANDS, SLOPES, OR HYDROSEEDINGS AND OFF-SEASON OPERATIONS). A. MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR SMALL GRAIN STRAW AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE, OR 70 TO 90 POUNDS PER 1000 SQUARE FOOT. MULCH BLOWERS SHOULD NOT GRIND OR CHOP TILE MATERIAL. B. SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 75 PERCENT TO 95 PERCENT OF THE SOIL SURFACE WILL BE COVERED. FOR UNIFORM DISTRIBUTION OF HAND SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQUARE FEET SECTIONS AND DISTRIBUTE 70 TO 90 POUNDS WITHIN EACH SECTION. C. MULCH ANCHORING SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING ON THE SIZE OF THE AREA, AND STEEPNESS OF SLOPES: 1. PEG AND TWINE: DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISS CROSS AND A SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS. 2. MULCH NETTING: STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTING TO THE TOP SURFACE. USE A DEGRADABLE NETTING IN AREAS TO BE MOWED. 3. MULCH ANCHORING TOOL: (A TRACTOR DRAWN IMPLEMENT ESPECIALLY DESIGNED TO PUNCH AND ANCHOR MULCH INTO THE SOIL SURFACE.) TOOL PENETRATION SHOULD BE ABOUT 3 TO 4 INCHES. ON SLOPING LAND, THE OPERATION SHALL BE DONE ON THE CONTOUR.

S 31°42'00" W

172.56'

163.4 +

MJS

ENGINEERING &

LAND SURVEYING, PC

·

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LIMIT OF DISTURBANCE 4.40 AC

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NUCIFORA BOULEVARD

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CHESTER BOULEVARD

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508.3

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489.2

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489.1

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491.0

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487.0

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487.2

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487.1

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486.8

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510.5

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513.0

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510.4

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508.8

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504.6

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488.6

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485.2

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485.3

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484.8

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484.5

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481.1

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482.9

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484.2

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484.2

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481.4

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480.5

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482.8

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480.3

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480.7

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481.3

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480.5

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480.4

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478.8

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479.3

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480.2

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478.6

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479.0

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479.0

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S

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S

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S

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S

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S

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S

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S

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S

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S

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S

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S

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S

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506.6

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504.9

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506.2

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506.0

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523.1

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516.4

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510

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510

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500

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490

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480

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480

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490

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480

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490

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490

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1132.88'

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405.26'

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375.95'

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S

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S

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S

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S

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S

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20' UTILITY ESM'T.

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OVERHEAD UTILITIES

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SIGN

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SIGNS

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484

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510

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500

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2(H):1(V)

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1.5(H):1(V)

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490

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490

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488

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490

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488

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486

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490

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486

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486

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484

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482

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484

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484

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500

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488

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489

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X-RAY SHIELD NO.2

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X-RAY SHIELD NO.1

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RETAINING WALL

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482

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BASIN

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CONT

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CONT

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FF.488'

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RETG. WALL

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FF.494

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AGGREG.

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SAND

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BASIN

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CONT

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CONT

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8" SS PLUG

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SMH RIM=481.3 INV=478.2

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SMH RIM=483.1 INV=479.4

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8" SS PLUG

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8" SS PLUG

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8" SANITARY LINE

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10" WATER MAIN

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6

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9

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9

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20

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L. 3151 PG. 165

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SEC. 117-1-3

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LOT 4, FM #9513

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SILT FENCE

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OFFICE TRAILER

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PORTABLE TOILETS

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TRASH CONTAINERS

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SIGN CONSTRUCTION PERSONNEL ONLY NO UNAUTHORIZED ENTRY

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510

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500

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490

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489

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487

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486

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2(H):1(V) SLOPE TURF REINFORCEMENT MATS, CLASS III, PERMANENT NYSDOT ITEM 209.200

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EROSION & SEDIMENT

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CONTROL PLAN

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STERIS ISOMEDIX

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04/16/20

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A

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140133

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1" = 40'

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C-5

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SHEET 5 OF 8

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A

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04/16/20

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BGC

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M.S.

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0

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SCALE: 1" = 40'

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40'

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40'

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80'

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NO.

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DATE

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REVISION

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CK.

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BY

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DATE:

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REV. NO.

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JOB NO.

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DWG. NO.

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SHEET TITLE:

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JOB NAME:

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BRADLEY G. CLEVERLEY PE

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DEPT. CK. M. SANDOR

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DEP. APPR.

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COORD. CK.

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P.M. APPR.

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CLIENT APPR.

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DRAWN BY:

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Fax 845-291-8657

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845-291-8650

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Goshen, NY 10924

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261 Greenwich Ave

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SOIL RESTORATION NOTES: DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL APPLY 3 INCHES OF COMPOST OVER SUBSOIL 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER, TRACTOR-MOUNTED DISC, TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER, TRACTOR-MOUNTED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SUBSOILS 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES APPLY TOPSOIL TO A DEPTH OF 6 INCHES 5. VEGETATE AS REQUIRED BY APPROVED PLAN. VEGETATE AS REQUIRED BY APPROVED PLAN. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 3/8" METAL BAR 12 INCHES INTO THE SOIL JUST WITH BODY WEIGHT. SSESC FIGURES 5.16 AND 5.17 SHOW TWO ATTACHMENTS USED FOR SOIL DECOMPACTION. TILLING (STEP 2 ABOVE) SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. COMPOST SPECIFICATIONS COMPOST SHALL BE AGED, FROM PLANT DERIVED MATERIALS, FREE OF VIABLE WEED SEEDS, HAVE NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING, PASS THROUGH A HALF INCH SCREEN AND HAVE A PH SUITABLE TO GROW DESIRED PLANTS. MAINTENANCE A SIMPLE MAINTENANCE AGREEMENT SHOULD IDENTIFY WHERE SOIL RESTORATION IS APPLIED, WHERE NEWLY RESTORED AREAS ARE/CANNOT BE CLEARED, WHO THE RESPONSIBLE PARTIES ARE TO ENSURE THAT ROUTINE VEGETATION IMPROVEMENTS ARE MADE (I.E., THINNING, INVASIVE PLANT REMOVAL, ETC.). SOIL COMPOST AMENDMENTS WITHIN A FILTER STRIP OR GRASS CHANNEL SHOULD BE LOCATED IN PUBLIC RIGHT OF WAY, OR WITHIN A DEDICATED STORMWATER OR DRAINAGE EASEMENT. FIRST YEAR MAINTENANCE OPERATIONS INCLUDES: INITIAL INSPECTIONS FOR THE FIRST SIX MONTHS (ONCE AFTER EACH STORM GREATER THAN HALF- INCH) AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 3/8" METAL BAR 12 INCHES INTO THE SOIL JUST WITH BODY WEIGHT. SSESC FIGURES 5.16 AND 5.17 SHOW TWO ATTACHMENTS USED FOR SOIL DECOMPACTION. TILLING (STEP 2 ABOVE) SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. RESEEDING TO REPAIR BARE OR ERODING AREAS TO ASSURE GRASS STABILIZATION WATER ONCE EVERY THREE DAYS FOR FIRST MONTH, AND THEN PROVIDE A HALF INCH OF WATER PER WEEK DURING FIRST YEAR. IRRIGATION PLAN MAY BE ADJUSTED ACCORDING TO THE RAIN EVENT. FERTILIZATION MAY BE NEEDED IN THE FALL AFTER THE FIRST GROWING SEASON TO INCREASE PLANT VIGOR ONGOING MAINTENANCE: TWO POINTS HELP ENSURE LASTING RESULTS OF DECOMPACTION: 1. PLANTING THE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN THE SOIL STRUCTURE PLANTING THE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN THE SOIL STRUCTURE 2. KEEPING THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. CONSIDER PEDESTRIAN FOOTPATHS. KEEPING THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. CONSIDER PEDESTRIAN FOOTPATHS. (SOMETIMES IT MAY BE NECESSARY TO DE-THATCH THE TURF EVERY FEW YEARS REFERENCE: NEW YORK STATE DEPT. OF ENVIRONMENTAL CONSERVATION, (AUGUST 2005), STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, ALBANY, NY (SSESC)

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SOIL RESTORATION REQUIREMENTS

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TYPE OF SOIL DISTURBANCE

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SOIL RESTORATION REQUIREMENT

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COMMENTS/EXAMPLES

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MINIMAL SOIL DISTURBANCE

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RESTORATION NOT REQUIRED

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CLEARING AND GRUBBING

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AREAS WHERE TOPSOIL IS STRIPPED ONLY - NO CHANGE IN GRADE

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HSG A&B

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HSG C&D

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PROTECT AREA FROM ANY ONGOING CONSTRUCTION ACTIVITIES

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APPLY 6 INCHES OF TOPSOIL

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AERATE* AND APPLY 6 INCHES OF TOPSOIL

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AREAS OF CUT OR FILL

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HSG A&B

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HSG C&D

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AERATE AND APPLY 6 INCHES OF TOPSOIL

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APPLY FULL SOIL RESTORATION**

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HEAVY TRAFFIC AREAS ON SITE (ESPECIALLY IN ZONE 5-25 FEET AROUND BUILDINGS BUT NOT WITHIN A 5 FOOT PERIMETER AROUND FOUNDATION WALLS)

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APPLY FULL SOIL RESTORATION (DECOMPACTION AND COMPOST ENHANCEMENT)

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AREAS WHERE RUNOFF REDUCTION AND/OR INFILTRATION PRACTICES ARE APPLIED

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RESTORATION NOT REQUIRED, BUT MAY BE APPLIED TO ENHANCE THE REDUCTION SPECIFIED FOR APPROPRIATE PRACTICES

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KEEP CONSTRUCTION EQUIPMENT FROM CROSSING THESE AREAS. TO PROTECT NEWLY INSTALLED PRACTICE FROM ANY ONGOING CONSTRUCTION ACTIVITIES CONSTRUCT A SINGLE PHASE OPERATION FENCE AREA.

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REDEVELOPMENT PROJECTS

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SOIL RESTORATION IS REQUIRED ON REDEVELOPMENT PROJECTS IN AREAS WHERE EXISTING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS AREA

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*AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL, OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. **PER "DEEP RIPPING AND DE-COMPACTION, DEC, 2008".

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***SOIL RESTORATION REQUIREMENTS FOR HSG D SOILS ARE APPLICABLE TO THIS SITE.

MJS

ENGINEERING &

LAND SURVEYING, PC

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DETAILS

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STERIS ISOMEDIX

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04/16/20

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A

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140133

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AS SHOWN

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C-6

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SHEET 6 OF 8

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A

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04/16/20

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BGC

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M.S.

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1

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C-6

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"HANDICAP PARKING

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CONCRETE WALL

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PAINTED

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4" WIDE

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BLUE

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LINES

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ACCESS CORRIDOR FOR VAN

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ACCESSIBLE SPACE

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- VAN ACCESSIBLE" SIGN

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RAMP

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SCALE:

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ADA PARKING SPACE LAYOUT

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5'

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1" =

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10'-0"

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"NO PARKING ANY TIME" SIGN

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2'-0"

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12"

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12"

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6"

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6"

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1"

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2"

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Construction Joint

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Control Joint

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3/4" x 1'-6" Long

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Smooth Dowels at 24"

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O/C, Grease One Side,

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Typ.

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4,500 PSI Conc., Typ.

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8"

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8"

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6"

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Compacted Quarry Processed

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Subgrade, Typ.

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No.5 @ 16" O/C

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Each Way

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SCALE:

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CONCRETE PAVING JOINT DETAILS

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NTS

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8"

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9"

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20" Min.

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Class B Concrete

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1 1/2" Radius

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Finished Grade

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(4,500 PSI)

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Subgrade, Typ.

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8" Thick, 4,500 PSI

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Concrete Paving

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Reinf. w/ No.5 @

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8" min.

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Truck Paving

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Car Paving

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6" max.

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1"

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1 1/4"

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Radius

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8"

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1'-2"/1'-0"

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6"

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Truck Paving

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Car Paving

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6"

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6"

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16" O/C Each Way

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8"

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1"

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9"

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20" min.

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8" min.

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Slope = 1%

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1/2" Pre-formed

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Compressible Filler

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4" Conc. Sidewalk Reinf. w/

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Gravel Base

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6"x6"xW1.4xW1.4 WWF on 4"

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1 1/4"

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Class B Concrete

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(4,500 PSI)

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Finished Grade

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4'-0" Min. Width

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4"

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Class C Concrete

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(4,500 PSI)

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Note: Sidewalk to be 6" Thick at Vehicular Crossings

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8"

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1'-2"/1'-0"

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6"

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8" Thick, 4,500 PSI

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Concrete Paving

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Subgrade, Typ.

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Truck Paving

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Car Paving

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6"

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6"

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6" max.

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Radius

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Truck Paving

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Car Paving

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Reinf. w/ No.5 @

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16" O/C Each Way

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SCALE:

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CURB DETAIL AT TRUCK/CAR PAVING

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NTS

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EXISTING SUBBASE

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COMPACTED QUARRY PROCESSED

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SAWCUT TO BE FULL PAVEMENT DEPTH

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NEW CONCRETE PAVING 8" THICK

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(TYP.)

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SUBGRADE

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COMPACTED

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6'-0"

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(TYP.)

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POST

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LINE

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ALL

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MAXIMUM

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10'-0"

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MAXIMUM

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10'-0"

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3'-0"

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X

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X

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X

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X

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X

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X

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X

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X

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(TYPICAL)

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FOOTING

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CONCRETE

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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SCALE:

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FENCE DETAIL

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NTS

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1 7/8 "O.D.

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(TYP.)

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(TYP.)

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12"

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6"

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1" CLEARANCE

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BLACK COATED

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CHAIN LINK FENCING

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X

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X

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X

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X

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X

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X

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X

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X

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1'-0"

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7'-0"

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BARBED WIRE(TYP.)

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3 STRANDS-4 POINT

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(TYP.)

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4"

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4"

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2"

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0-15

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90-100

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100

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1/4''

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1/2''

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1''

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SCREEN SIZE PERCENT PASSING

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2. GRADATION FOR CRUSHED STONE:

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1. ALL EXPOSED SURFACES TO HAVE

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WIRES AT JOINT

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CUT ALTERNATE

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MIN.

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1"

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(WITH 1/4 " R AND SEALER)

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TOOLED JOINT 5'-0'' O.C.

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X

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X

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X

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X

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X

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X

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X

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X

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CONC. CURBS.

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BLDG. WALL,

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STRUCTURES:

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ABUTTING

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20' O.C.

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FILLER AND SEALER TO FULL DEPTH @

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4"

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2"

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TOOLED JOINT WITH

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1/4"R AND SEALER

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3"

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3"

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1/4"R

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1/2"

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3"

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1/4"R

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3"

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3"

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4"

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1/4"R

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1/2 "

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3''

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X

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X

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X

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X

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X

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X

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X

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X

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PREMOLDED EXPANSION JOINT

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EDGE

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TYPICAL

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DETAIL

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CONSTRUCTION JOINT

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X

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X

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X

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X

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X

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X

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X

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X

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6 X 6 - W1.4 X W1.4 W.W.F.

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CRUSHED STONE

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EXPANSION JOINT

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4"

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4"

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2"

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COMPACTED SUBGRADE

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CRUSHED STONE

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CRUSHED STONE

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BROOMED TEXTURE.

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COMPACTED SUBGRADE

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COMPACTED SUBGRADE

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NOTES:

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3. SEE PLAN FOR WIDTHS

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4. CONCRETE TO BE 4,500PSI @ 28 DAYS

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5. TOOLED CONTRACTION JOINTS @ 5'-0"

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ON CENTER AND 1/2" PREMOLDED

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EXPANSION JOINTS @ 20'-0" ON CENTER

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AND AT BUILDINGS, STEPS AND @

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INTERSECTIONS

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6 X 6 - W1.4 X W1.4 W.W.F.

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6 X 6 - W1.4 X W1.4 W.W.F.

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2

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C-6

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5

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C-6

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4

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C-6

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10'-0"

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PAINTED

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4" WIDE

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WHITE

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LINE

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NOTE: 1. WIRE FABRIC, POSTS, AND ALL ELEMENTS WIRE FABRIC, POSTS, AND ALL ELEMENTS SHALL BE BLACK VINYL COATED.

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487.00 X

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486.60 X

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487.59 X

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487.50 X

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DIAMETER

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A

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B

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C

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D

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10-12"

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42"

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14.5"

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33"

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6"

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15"

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41"

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19"

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19"

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6"

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18"

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49"

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22"

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43"

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6"

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24"

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59.5"

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28"

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48"

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6"

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30"

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88"

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36"

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63.5"

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6"

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36"

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88"

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43"

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66.5"

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6"

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PIPE DIAMETER

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REQUIREMENTS: THE INVERT OF THE PIPE AND THE END SECTION SHALL BE AT THE SAME ELEVATION. HI-Q FLARED END SECTIONS SHALL BE HIGH DENSITY POLYETHYLENE MEETING ASTM D3350 MINIMUM CELL CLASSIFICATION 213320C. EACH END SECTION SHALL HAVE A CARBON BLACK ADDITIVE FOR UV PROTECTION. THE METAL THREADED FASTENER SHALL BE STAINLESS STEEL. INSTALLATION: INSTALLATION SHALL BE IN ACCORDANCE WITH HANCOR INSTALLATION INSTRUCTIONS AND WITH THOSE ISSUED BY STATE OR LOCAL AUTHORITIES.

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TOE

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TROUGH

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C

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B

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COLLAR

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A

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D

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TOP

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FRONT

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SIDE

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SCALE:

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HANCOR HI-Q FLARED END SECTION

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NTS

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X 487.00

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X 486.60

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1'-0"

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1'-6"'

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6'-8"

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2'-0"

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3"

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1'-0"

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CONCRETE

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ALL SIGNAGE SHALL MEET

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ADA REQUIREMENTS.

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RESERVED

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PARKING

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NY MUTCD SIGN

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No. P4-6

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1.SIGNS TO BE MOUNTED ON POST AS SHOWN.

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3. LOCATE SIGNPOSTS AS SHOWN.

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2. BOTTOM OF SIGNS TO BE SET 80" ABOVE GRADE

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NOTES:

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PARKING

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NO

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ANY

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TIME

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NY MUTCD SIGN

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No. P1-2

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VAN

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ACCESSIBLE

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NY MUTCD SIGN

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No. R7-8a

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SCALE:

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ACCESSIBLE PARKING SIGN

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NTS

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POST

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SCALE:

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SIDEWALK/CURB DETAIL

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NTS

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3

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C-6

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SCALE:

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CONCRETE WALKWAY DETAIL

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NTS

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6

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C-6

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SCALE:

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SAWCUT DETAIL

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NTS

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9

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C-6

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11

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C-6

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4" ALLOWABLE PROTRUSION

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5 TO 6"

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OVERLAP

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ABOVE GROUND SURFACE

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BASE POST

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EMBEDMENT

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SIGN POST

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MOUNTING HEIGHT

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ROADWAY

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SHOULDER

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2' MIN.

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5'-0" MIN.

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SCALE:

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SIGN ASSEMBLY

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NTS

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CURB

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NOTES: 1. SIGNS TO BE MOUNTED ON BREAKAWAY POST

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AS PER NYSDOT SPECIFICATION.

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2. FINAL SIGN LOCATION TO BE DETERMINED

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"AS ORDERED BY ENGINEER (AOBE)".

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38" MIN.

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10

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C-6

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8

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C-6

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7

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C-6

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NO.

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DATE

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REVISION

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CK.

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BY

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DATE:

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REV. NO.

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JOB NO.

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SCALE:

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DWG. NO.

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SHEET TITLE:

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JOB NAME:

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DEPT. CK. M. SANDOR

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DEP. APPR.

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COORD. CK.

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P.M. APPR.

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CLIENT APPR.

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DRAWN BY:

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Fax 845-291-8657

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845-291-8650

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Goshen, NY 10924

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261 Greenwich Ave

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SCALE:

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NOT USED

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NTS

MJS

ENGINEERING &

LAND SURVEYING, PC

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NO.

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DATE

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REVISION

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CK.

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BY

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DATE:

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REV. NO.

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JOB NO.

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SCALE:

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DWG. NO.

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SHEET TITLE:

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JOB NAME:

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MICHAEL J. SANDOR PE

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DEPT. CK. M. SANDOR

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DEP. APPR.

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COORD. CK.

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P.M. APPR.

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CLIENT APPR.

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DRAWN BY:

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Fax 845-291-8657

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845-291-8650

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Goshen, NY 10924

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261 Greenwich Ave

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DETAILS

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STERIS ISOMEDIX

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04/16/20

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A

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140133

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AS SHOWN

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C-7

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SHEET 7 OF 8

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A

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04/16/20

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BGC

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M.S.

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6"%%D BUILDING SEWER MINIMUM

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FINISHED GRADE OF ROAD OR

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CENTERLINE OF EASEMENT

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WYE BRANCH CONNECTION

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PLACE STONE UNDER

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SLOPE 1/4" PER FOOT

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MAIN

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WATER

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MIN.

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18"

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OF TRENCH CONDITIONS

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COVER - SEE TABLE

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TRENCH CONDITIONS

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ABS OR PVC (SDR 23.5)

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CLASS 52 DIP, TAR COATED INSIDE & OUT OR CAST IRON EXTRA HEAVY

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COVER

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LESS THAN 4'-0"

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4'-0" TO 11'-0"

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OVER 11'-0"

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SCALE:

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BUILDING SEWER CONNECTION

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NTS

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SECTION

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SEE PIPE BEDDING FOR ADDITIONAL REQUIREMENTS

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1/4" PER FOOT

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MIN. SLOPE 2.08%% OR

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45%%d ELBOW

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FLOW

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6" PIPE (LENGTH AS NEEDED)

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45%%d ELBOW

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FLOW

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8" SAN. SEW. MAIN LINE

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PLAN

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WYE BRANCH CONNECTION

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(SEE NOTE 5)

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OR SEE NOTE #4

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STANDARD COUPLING

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CLASS 52 DIP, TAR COATED INSIDE & OUT OR CAST IRON EXTRA HEAVY

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SEWER MAIN LINE

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SCALE:

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NTS

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BUILDING LATERAL CLEANOUT

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6"

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MIN.

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1" MIN.

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BACKFILL (SEE FIG. 1)

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COMPACTED GRAVEL

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BASE

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45%%D WYE BRANCH

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45° ELBOW

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6" CONCRETE BASE

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BUILDING LATERAL SEWER

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COMPACTED GRAVEL

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BASE

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PIPE LENGTH VARIES

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FLOW

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8"

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8 1/5"

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THREADED BRASS OR

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PVC PLUG AND FEMALE

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ADAPTER

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COVER TO BE STAMPED

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"SEWER", "SAN" OR "S"

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CAST IRON FRAME AND COVER

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GENERAL FOUNDRIES #18111

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(OR APPROVED EQUAL)

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FINISHED GRADE

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UNDISTURBED EARTH

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NOTES: 1. EACH BUILDING LATERAL SEWER SHALL HAVE A CLEANOUT INSTALLED APPROXIMATELY 2' DOWNSTREAM OF EACH BUILDING LATERAL SEWER SHALL HAVE A CLEANOUT INSTALLED APPROXIMATELY 2' DOWNSTREAM OF THE BUILDING PIPE TO BUILDING LATERAL SEWER CONNECTION. THEREAFTER, CLEANOUTS SHALL BE INSTALLED ALONG THE BUILDING LATERAL SEWER APPROXIMATELY EVERY 100' (MAXIMUM). FOR THE PURPOSE OF CLEANOUT LOCATIONS, DISTANCE SHALL BE MEASURED FROM THE FIRST CLEANOUT LOCATED DOWNSTREAM OF THE BUILDING PIPE TO BUILDING LATERAL SEWER CONNECTION, HENCE DOWNSTREAM ALONG THE BUILDING LATERAL SEWER TO THE CENTER OF THE SEWER MAIN LINE (GENERALLY LOCATED IN THE CENTER OF THE STREET). 2. A CLEANOUT LOCATED IN A ROAD, DRIVEWAY OR PARKING AREA SHALL REQUIRE A CAMPBELL FOUNDRY A CLEANOUT LOCATED IN A ROAD, DRIVEWAY OR PARKING AREA SHALL REQUIRE A CAMPBELL FOUNDRY #4164 CAST IRON FRAME AND COVER (OR APPROVED EQUAL).

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30" AND LARGER O.D + 2'-0"

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24" AND SMALLER O.D + 1'-4"

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PIPE O.D MIN. TRENCH WIDTH

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FINISHED GRADE OR PAVEMENT:

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TO REMAIN

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(IF USED)

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SHEATHING

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SLOPES

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STABLE

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SEE TABLE

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PIPE BEDDING

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PIPE

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MIN.

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6"

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SCALE:

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TRENCH DETAIL (SANITARY & STORM)

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NTS

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MIN.

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6"

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O.D.

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1'-0"

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MIN.

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SEE NOTE *1

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SEE

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NOTE *2

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PAVEMENT REPLACEMENT

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TO FOLLOW TOWN STANDARDS OR AS

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NOTES: 1 PIPE BEDDING SHALL BE CRUSHED STONE OR WASHED GRAVEL PASSING A 3/4 INCH SIEVE AND RETAINED ON A 3/8 INCH SIEVE. 2 SELECT BACKFILL SHALL BE FINE EARTH, FREE FROM CINDERS, STONES, DEBRIS AND FROZEN EARTH. REMAINING BACKFILL SHALL BE FREE FROM LARGE CLODS, ROCKS, AND CINDERS. 3 PLACE PIPE BEDDING BY HAND HAND COMPACT UNDER AND AROUND PIPE CENTERLINE. PLACE BACKFILL IN 6" LAYERS ABOVE PIPE CENTERLINE. 4 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A COMPETENT PERSON DURING ALL PHASES OF CONSTRUCTION WHOSE DUTY SHALL BE TO INSURE THAT ALL PHASES OF CONSTRUCTION ARE IN FULL COMPLIANCE WITH LOCAL SPECIFICATION AND ALL APPLICABLE FEDERAL, STATE AND LOCAL STATUTES, CODES, RULES, REGULATIONS AND LAWS INCLUDING, BUT NOT LIMITED TO UNITED STATES DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND NEW YORK STATE DEPARTMENT OF LABOR FOR OSHA SECTION 1910.146 PERMIT REQUIRED CONFINED SPACE ENTRY, OSHA SECTION 1926.650 EXCAVATION GENERAL PROTECTION REQUIREMENTS AND OSHA SECTION 1926.651 TRENCHING AND SHORING, STATE OF NEW YORK UNIFORM FIRE PREVENTION AND BUILDING CODES AND NATIONAL FIRE PROTECTION ASSOCIATION CODES. 5 ALL APPROVED MAIN LINE SEWER PIPE SHALL BE THE SAME MATERIAL FROM MANHOLE TO MANHOLE. 6 FILL SECTION AREA MUST BE GRADED WITH THE PLACEMENT OF SUITABLE SOIL MATERIAL, AS DETERMINED BY THE PROJECT SITE ENGINEER, IN 12" (MAX.) LAYERS COMPACTED TO 95% OF THE MAXIMUM DENSITY OF THE SOIL AS DETERMINED BY THE STANDARD PROCTOR TEST (AASHTO DESIGNATION T-99) TO 2'-0" (MIN.) ABOVE TOP OF PIPE AT A MIN. WITH OF O.D. +4' BEFORE TRENCH EXCAUATING. 7 WHERE ROCK IS ENCOUNTER IN TRENCH BOTTOM, UNDERCUT MUST BE MADE 12" MIN. 8 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN TRENCH BOTTOM, UNDERCUT TO SUITABLE MATERIAL (AS APPROVED).

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DIRECTED BY MUNICIPAL ENGINEER.

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BACKFILL

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SELECT

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NOTE: 1 EACH 6" BUILDING SEWER SHALL PROVIDE SERVICE FOR NO MORE THAN TWELVE (12) EQUIVALENT LIVING UNITS, AS DETERMINED BY OCSD NO. 1, UNLESS A REQUESTED DEVIATION IS APPROVED IN WRITING BY OCSD NO. 1. 2 ALL APPROVED BUILDING SEWER PIPE MATERIAL FOR EACH CONNECTION MADE SHALL BE CONSTRUCTED FROM THE SAME MATERIAL. 3 MINIMUM HORIZONTAL SEPARATION BETWEEN SPUR CAP AND SIDEWALK SHALL BE 2'-0". IN ALL CASES THE SPUR CAP LOCATION SHALL EXTEND A MINIMUM HORIZONTAL DISTANCE OF 2'-0" ONTO ALL BUILDING LOT PROPERTIES. 4 TRANSITION BETWEEN DIFFERENT PIPE MATERIAL (AS APPROVED) SHALL BE MADE BY INSTALLING A TYPE 1. STYLE 62 DRESSER COUPLING OR DRESSER STYLE 262 HYMAX COUPLING (OR APPROVED EQUAL). 5 WYE BRANCH CONNECTION SHALL BE A FITTING CONSTRUCTION SPECIFICALLY FOR THE INSTALLED MAIN LINE SEWER MATERIAL CLASS OR APPROVED EQUAL. 6 THE BUILDING SEWER SHOWN FROM THE MAIN LINE SEWER WYE BRANCH CONNECTION FITTING TO THE SPUR CAP SHALL MEET THE 6" SEWER SERVICE LATERAL SPECIFICATION

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12"O.C.

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BRICK COURSE

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FRAME & GRATE

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COMPACTED SUBGRADE

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STEPS

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VARIES - SEE PLAN

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"X"

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OUTLET

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INLET

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6"

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"Y"

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6"

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6"

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"X"

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6"

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STEPS AS

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REQUIRED

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%%uPLAN VIEW %%u

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%%uSECTION %%u

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6"

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6'' COMPACTED COARSE AGGREGATE

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6'' IF CONCRETE,

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1/4'' THICK MORTAR

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BLOCK (BOTH SIDES)

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COMPACTED SUBGRADE.

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(WHEN PRECAST IS USED) OVER

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-STEPS SHALL BE PROVIDED WHEN DEPTH

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CEMENT MORTAR.

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-SET FRAME IN A FULL BED OF STIFF

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FROM CINDERS AND RUBBLE TO ROUGH GRADE.

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-BACKFILL WITH EXCAVATED MATERIALS FREE

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CONCRETE SUITABLE FOR H20 LOADING.

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-PRECAST CONCRETE SHALL BE 4000 PSI

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-CONCRETE TO BE 3500 PSI.

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AND STRETCHER BLOCKS.

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-BLOCK SHALL BE STANDARD INLET CORNER

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BOTTOM SHALL BE AS SHOWN FOR CONCRETE.

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-IF CONCRETE BLOCK IS USED, THE

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BLOCK, CONCRETE, OR PRECAST CONCRETE.

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-INLET MAY BE CONSTRUCTED OF CONCRETE

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NOTES:

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EXCEEDS 3'-6''.

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COAT ON BRICK OR

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OR PRECAST,

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CONCRETE BLOCK

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SEE PLANS FOR INVERT ELEVATION.

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FINISHED GRADE

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CATCH BASIN DETAIL

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NTS

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SCALE:

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-STEPS TO BE ALUMINUM OR PLASTIC IN ACCORDANCE

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4

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TYPE

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'X'

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CATCH BASIN FRAME & GRATE

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'Y'

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4'-0"

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2'-6"

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2501

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A

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CAMPBELL FOUNDRY NO.

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B

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3413

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W/ LATEST OSHA STANDARDS.

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NOTE 'A' FOR CURB PIECE, 'B' FOR FLAT GRATE

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CURB PIECE - TYPE 'A'

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FLAT GRATE - TYPE 'B'

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4

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C-7

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STORM MANHOLE

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NTS

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SCALE:

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PRECAST CONCRETE

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GROUT PIPES TO MANHOLE

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INVERT - SEE PLANS

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BASE

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PRECAST

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CONC. MANHOLE

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# 1104A

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CAMPBELL FOUNDRY

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PRECAST CONC.

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MANHOLE RISER

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FINAL GRADE

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MATCH

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OF BRICK

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GRADE W/

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COURSES

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ADJUST TO

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MORTAR BED

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SET FRAME IN

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PRECAST REINFORCED

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CONE TOP

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CONC. MANHOLE

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SEALANT

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STEPS

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ALUMINUM MH

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12"

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3'-0"

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REQUIREMENTS OF THE MUNICIPALITY

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6" CRUSHED STONE

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COMPACTED SUBGRADE

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6"

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6"

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RUBBER JOINT

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BUTYL

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4"

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CONSTRUCTION TO MEET REQUIREMENTS OF ASTM C-478.

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ALL MATERAL AND CONSTRUCTION TO MEET THE

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24%%C FRAME & COVER

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7.1

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C-7

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7

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C-7

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7.2

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C-7

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7.2

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PLAN

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SECTION

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FRAME AND COVER 24"

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BACKFILL PIPE WITH SILTY

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SOIL COMPACT TO 95%

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8'-0"

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MODIFIED PROCTOR.

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C-7

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NTS

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1/4"=1'-0"

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7.3

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C-7

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24" INLET PIPE

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SCALE:

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DISCHARGE MANHOLE

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NTS

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7.3

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C-7

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SECTION

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NTS

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8'-0"

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24"INLET INV. 477.25

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24" INLET INV. 480.50 TBR

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24" INLET INV. 477.25

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36" OUTLET TO CREEK INV. 473.50

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STEPS

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STEPS

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12"O.C.

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FRAME AND COVER 24"

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FRAME AND COVER 24"

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RIM 485.80

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8'-0"

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8'-0"

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12'-7"

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24" INLET INV. 480.50 TBR

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36" OUTLET TO CREEK INV. 473.50

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36" OUTLET PIPE

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LEADER INTACT

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MULCH

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12"

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MIN.

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6"

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VARIES

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6"

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TREE BALL

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12"

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MIN.

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12"

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MIN.

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1. PROVIDE A 3" MIN. LAYER OF MULCH AS SPECIFIED OVER

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ENTIRE WATERING SAUCER/PLANTING PIT FOR ALL TREES.

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PROVIDE CONTINUOUS COVER OF MULCH WITHIN PLANTING

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BED LIMITS.

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CUT AND REMOVE BINDING AND BURLAP FROM TRUNK AND TOP

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ONE-HALF OF TREE BALL(MIN.)

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FORM + 4" HIGH EARTH SAUCER AT EDGE OF TREE PIT, EXCLUDING

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PLANTERS, FOR WATERING

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PREPARED TOPSOIL AS SPECIFIED

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TAMPED PREPARED TOPSOIL CUSHION

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-

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VARIES

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TREE PLANTING

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10' MIN

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2"-2 1/2" CALIPER

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MEASURED AT LEAST 6"

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ABOVE ROOT BALL

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2. PLANTING SHALL BE PERFORMED IN CONFORMANCE

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WITH SECTION 57-84 OF THE TOWN OF MONROE ZONING

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CODE.

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2" DIA. STAKE W/DOUBLE STRAND

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10 GAUGE WIRE

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GARDEN

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HOSE

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NOTE:

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9

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C-7

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3

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1

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1

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3

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GRASS LINED SWALE

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NTS

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1'-0"

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PROVIDE JUTE EROSION

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CONTROL MAT NYSDOT

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SECTION

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1'-6"

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OTHER WISE

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UNLESS SHOWN

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ON PLANS.

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612-3.02 & 713-07

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NOTE: 1. PERMANENT GRASS COVER TO BE A MIX. OF TALL RESCUE & KENTUCKY BLUEGRASS, PERMISSIBLE VELOCITY TO BE 4 FPS OR LESS

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GRASS IS ESTABLISHED

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DURING CONSTRUCTION, UNTIL

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10

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C-7

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1

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C-7

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2

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C-7

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3

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C-7

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5

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C-7

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NOT USED

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NTS

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6

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C-7

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SCALE:

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NOT USED

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NTS

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8

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C-7

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24" INLET

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24" INLET

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24" INLET

MJS

ENGINEERING &

LAND SURVEYING, PC

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EROSION & SEDIMENT

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CONTROL DETAILS

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STERIS ISOMEDIX

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04/16/20

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A

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140133

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AS SHOWN

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C-8

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SHEET 8 OF 8

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A

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04/16/20

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BGC

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M.S.

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CONSTRUCTION SPECIFICATIONS

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WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING)

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36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND.

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HEIGHT OF FILTER = 16" MIN.

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FLOW

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FLOW

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UNDISTURBED GROUND

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EMBED FILTER CLOTH A MIN. OF 6" IN GROUND.

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WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH

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36" MIN. FENCE POST

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FLOW

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COMPACTED SOIL

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PERSPECTIVE VIEW

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SECTION VIEW

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10' MAX. CENTER TO CENTER

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8" MIN.

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20" MIN.

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16" MIN.

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4"

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1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH 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,MIRAFI 100X, 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.

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SILT FENCE

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ANGLE FIRST STAKE TOWARDS PREVIOUSLY LAID BALE.

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DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%.

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2 RE-BARS, STEEL PICKETS OR 2"X2" STAKES PLACED 1 1/2' TO 2' IN GROUND. DRIVE STAKES FLUSH WITH FLUSH WITH WITH TOP OF BALE.

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FLOW

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BOUND BALES PLACED ON CONTOUR.

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4" VERTICAL FACE

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FLOW

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%%UANCHORING DETAIL

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%%UBEDDING DETAIL

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NTS

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STRAW BALE DIKE

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1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMTPLY AS NEEDED. 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.

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3'

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5:1

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PLAN VIEW

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PROFILE

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EXISTING GROUND

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FILTER CLOTH

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EXISTING PAVEMENT

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MOUNTABLE BERM (OPTIONAL)

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EXISTING PAVEMENT

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EXISTING GROUND

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10'MIN.

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12'MIN.

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50'MIN.

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50'MIN.

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12'MIN.

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6"MIN.

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10'MIN.

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STABILIZED CONSTRUCTION ENTRANCE

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NTS

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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 CONSTRUCTION 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 TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 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.

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STANDARDS AND SPECIFICATIONS FOR CRITICAL AREA SEEDINGS: 1. SITE PREPARATION WILL INCLUDE: A. SEEDBED PREPARATION - SCARIFY IF COMPACTED. REMOVE DEBRIS AND OBSTACLES SUCH AS ROCKS AND STUMPS. B. SOIL AMENDMENTS: 1. LIME TO pH of 6.0. 2. FERTILIZE WITH 600 LBS. OF 5-10-10 OR EQUIVALENT PER ACRE (14 LBS./1,000 SQ. FT.). C. SEED MIXTURES: 2. TEMPORARY SEEDINGS: A. RYEGRASS (ANNUAL OR PERENNIAL) @ 30 LBS PER ACRE (0.7 LBS./1,000 SQ. FT.) B. CERTIFIED "AROOSTOOK" WINTER RYE (CEREAL RYE) @ 100 LBS. PER ACRE (2.5 LBS./1,000 SQ. FT.). USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER. 3. PERMANENT SEEDINGS: GENERAL RECREATION AREAS AND LAWNS (MEDIUM TO HIGH MAINTENANCE) 65% KENTUCKY BLUEGRASS BLEND 20% PERENNIAL RYEGRASS 15% FINE FESCUE A. TIME OF SEEDING: PERMANENT SEEDINGS MAY BE MADE ANY TIME OF YEAR IF PROPERLY MULCHED AND ADEQUATE MOISTURE IS PROVIDED. MID-SUMMER IS NOT A GOOD TIME TO SEED, BUT THESE SEEDINGS, IF CONSTRUCTION IS COMPLETE, WILL FACILITATE COVERING THE LAND. PORTIONS MAY FAIL AND MAY NEED RESEEDING THE FOLLOWING YEAR. TEMPORARY SEEDINGS SHOULD BE MADE WITHIN 24 HOURS OF CONSTRUCTION OR DISTURBANCE. IF NOT, THE SOIL MUST BE SCARIFIED PRIOR TO SEEDING. B. METHOD OF SEEDING: BROADCASTING, DRILLING WITH CULTIPACK TYPE SEEDER OR HYDROSEEDING ARE ACCEPTABLE. GOOD SOIL TO SEED CONTACT IS THE KEY TO SUCCESSFUL SEEDINGS. C. MULCHING AND MULCH ANCHORING: MULCHING IS ESSENTIAL TO OBTAIN A UNIFORM STAND OF PLANTS. SEE STANDARD AND SPECIFICATIUONS FOR MULCHING ON PAGE 3.31. D. IRRIGATION: WATERING MAY BE ESSENTIAL TO ESTABLISH A NEW SEEDING. WEATHER CONDITIONS AND THE INTENDED USE OF THE AREA WILL DICTATE WHEN TO WATER. IRRIGATION IS A SPECIALIZED PRACTICE AND CARE NEEDS TO BE TAKEN NOT TO EXCEED THE APPLICATION RATE/INFILTRATION RATE OF ANY GIVEN SOIL. EACH APPLICATION MUST BE UNIFORMLY APPLIED AND 1 TO 2 INCHES OF WATER SHOULD BE APPLIED PER APPLICATION SET UP. 4. ESTABLISHING TREES, SHRUBS, AND VINES A. PLANT MATERIALS: PLANTS SHALL CONFORM TO THE SPECIES, VARIETY, SIZE, NUMBER AND CONDITIONS AS STATED ON THE PLAN DRAWINGS. B. PLANTING TIME: DECIDUOUS TREES AND SHRUBS: APRIL 1 TO JUNE 1 AND OCTOBER 15 TO DECEMBER 15. EVERGREEN TREES AND SHRUBS: APRIL 1 TO JUNE 1 AND SEPTEMBER 1 TO NOVEMBER 15. C. PLANTING: 1. PLANTS SHALL BE LOCATED AS SHOWN ON THE PLAN. 2. ALL PLANTS SHALL BE THOROUGHLY WATERED ON THE SAME DAY OF PLANTING. PLANTS THAT HAVE SETTLED SHALL BE RESET TO GRADE. D. WRAPPING: IMMEDIATELY AFTER PLANTING, WRAP DECIDUOUS TREE TRUNKS FROM THE BOTTOM TO THE FIRST LIMB WITH A 4 INCH WIDE BITUMINOUS IMPREGNATED, INSECT-RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE. TIE WITH JUTE (BAG STRINGS) AT TOP AND BOTTOM. E. MULCHING: MULCH THE DISTURBED AREA AROUND INDIVIDUAL TREES AND SHRUBS WITH A 4 INCH LAYER OF WOOD CHIPS. EXTEND A 2 INCH THICK LAYER OR MULCH OVER THE SAUCER. MULCH PLANTING BEDS WITH 2 INCHES OF WOOD CHIPS. F. PRUNING: AFTER PLANTING, PRUNE TO REMOVE INJURED TWIGS AND BRANCHES. NATURAL HABIT OR SHAPE OF THE PLANT SHOULD NOT BE CHANGED.

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SEEDING: 1. GROUND PREPARATION: AREAS TO BE SEEDED WITH TURF SEEDS SHALL BE MAINTAINED AT APPROVED GRADES AND IRREGULARITIES THAT WILL HOLD WATER SHALL BE ELIMINATED. LIMESTONE, FERTILIZER AND SEEDS IN THE AMOUNTS SPECIFIED SHALL BE EVENLY DISTRIBUTED ON THE AREAS TO BE SEEDED. THE FINISHED SURFACE OF ANY AREA THAT IS SEEDED SHALL NOT BE ROUGHER, MORE UNEVEN, OR HAVE MORE OR LARGER STONES, CLODS, ROOTS, OR OTHER FOREIGN MATERIALS THAN THE AREA IT ADJOINS. IN BUILD-UP AND RESIDENTIAL AREAS, HAND RAKING WILL USUALLY BE NECESSARY TO PRODUCE THE REQUIRED SMOOTHNESS AND UNIFORMITY, PARTICULARLY WHERE GRADING AND TURF ESTABLISHMENT IS TO BE ADJACENT TO LAWNS. AREAS TO BE SEEDED SHALL BE SCARIFIED SUFFICIENTLY TO BREAK UP THE SURFACE CRUST IMMEDIATELY BEFORE SEEDING EXCEPT WHERE THE GROUND IS ALREADY LOOSE AND FRIABLE AS IMMEDIATELY FOLLOWING GRADING. ALL STONES AND OTHER OBJECTS OVER TWO INCHES IN GREATEST DIMENSION, OR OTHER SIZES AS SPECIFIED, SHALL BE REMOVED AND DISPOSED OF AS APPROVED. ONLY LIMESTONE AND/OR FERTILIZERS MAY BE MIXED TOGETHER WITH THE SEEDS (INCLUDING LEGUME INOCULANTS WHEN REQUIRED) IMMEDIATELY BEFORE SOWING. ANY METHOD OF SOWING THAT DOES NOT INJURE THE SEEDS IN THE PROCESS OF SPREADING WILL BE ACCEPTABLE. 2. RATES: APPLICATION RATES FOR TURF ESTABLISHMENT MATERIALS SHALL BE: FERTILIZER - 85 POUNDS PURE LIVE SEED PER ACRE MULCH - 2 TONS PER ACRE MULCH ANCHORAGE - MANUFACTURER'S RECOMMENDED RATE 3. SEED: PERMANENT WT. OF PURE LIVE SEED NAME VARIETY LBS. PER ACRE RED FESCUE (FESTUCA RUBRA) COMMERCIAL 50 PERENNIAL RYEGRASS (LOLIUM PERENNE) COMMERCIAL 30 WHITE CLOVER (TRIFOLIUM REPENS) COMMERCIAL MAX. 25% HARD SEED 5 MAX. 25% HARD SEED 5 TOTAL 85 LBS. TEMPORARY SEED LBS./1,000 LBS./ACRE SQ. FT. LBS./ACRE SQ. FT. FOR SPRING SEEDING: A) ANNUAL RYEGRASS 30 0.70 B) SPRING OATS 80 (2 1/2 BU) 2.00 C) ANNUAL RYEGRASS 15 0.35 AND SPRING OATS 64 (2 BU) 1.50 D) PERENNIAL RYEGRASS 30 0.70 FOR LATE SPRING & SUMMER SEEDING: A) SUDANGRASS 40 (1.0 BU) 0.90 B) ANNUAL RYEGRASS 30 0.70 C) PERENNIAL RYEGRASS 30 0.70 FOR LATE SUMMER & FALL SEEDING: A) ANNUAL RYEGRASS (COMMON) 30 0.70 B) WINTER RYE (AROOSTOOK) 112 (2 BU) 2.50 C) WINTER WHEAT 120 (2 BU) 2.75 D) PERENNIAL RYEGRASS (PENNFINE) 30 0.70 TEMPORARY SEEDING: MULCHING AS REQUIRED ON SITES DIFFICULT TO VEGETATE (SANDS, SLOPES, OR HYDROSEEDINGS AND OFF-SEASON OPERATIONS). A. MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR SMALL GRAIN STRAW AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE, OR 70 TO 90 POUNDS PER 1000 SQUARE FOOT. MULCH BLOWERS SHOULD NOT GRIND OR CHOP TILE MATERIAL. B. SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 75 PERCENT TO 95 PERCENT OF THE SOIL SURFACE WILL BE COVERED. FOR UNIFORM DISTRIBUTION OF HAND SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQUARE FEET SECTIONS AND DISTRIBUTE 70 TO 90 POUNDS WITHIN EACH SECTION. C. MULCH ANCHORING SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING ON THE SIZE OF THE AREA, AND STEEPNESS OF SLOPES: 1. PEG AND TWINE: DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALL . DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISS CROSS AND A SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS. 2. MULCH NETTING: STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTING TO THE TOP SURFACE. USE A DEGRADABLE NETTING IN AREAS TO BE MOWED 3. MULCH ANCHORING TOOL: (A TRACTOR DRAWN IMPLEMENT ESPECIALLY DESIGNED TO PUNCH AND ANCHOR MULCH INTO THE SOIL SURFACE.) TOOL PENETRATION SHOULD BE ABOUT 3 TO 4 INCHES. ON SLOPING LAND, THE OPERATION SHALL BE DONE ON THE CONTOUR.

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TOPSOIL STOCKPILE DETAIL

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NTS

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ON-SITE FOR FUTURE USE IN SITE RECLAMATION AND REVEGETATION.

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1. TOPSOIL REMOVED DURING SITE PREPARATION SHALL BE STOCKPILED

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SILT FENCE

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TOPSOIL STOCKPILE

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MULCH COVER

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GRASS OR

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2. SOIL STOCKPILE SHALL BE ENCIRCLED WITH SILT FENCING WITH

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PASSAGEWAY PROVIDED FOR EQUIPMENT ACCESS.

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3. PROVIDE TEMPORARY GRASS OR MULCH COVER IF STOCKPILE IS TO

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REMAIN UNDISTURBED FOR THIRTY (30) DAYS OR MORE. TEMPORARY

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COVE SHALL CONSIST OF ONE OF THE FOLLOWING MEASURES:

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- GRASS SEED (SEE TEMPORARY SEEDING MIXTURE)

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- MULCH: 100 LBS. OF STRAW OR HAY/1,000 SF

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SECTION VIEW

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3" STONE

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2:1 SLOPE

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3:1 SLOPE

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"DOUGHNUT" DETAIL

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FINE GRAVEL FACE (1' MIN. THICKNESS)

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WIRE MESH (OPTIONAL)

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TEMPORARY SEDIMENT POOL

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1'MIN. 2'MAX.

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WIRE SCREEN

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STONE & BLOCK DETAIL

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SEDIMENT

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1'MIN. 2'MAX.

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2"

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DROP INLET WITH GATE

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TEMPORARY SEDIMENT POOL

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DEWATERING

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2:1 SLOPE GRAVEL FILTER

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CONCRETE BLOCK

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STONE & BLOCK PLAN VIEW

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DEWATERING

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16"

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1'

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DROP INLET PROTECTION

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STONE & BLOCK

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1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT. 2. HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. 3. USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER. 4. FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS. 5. MAXIMUM DRAINAGE AREA 1 ACRE

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1

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C-8

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2

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C-8

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5

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C-8

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4

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C-8

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L/2, 10' MIN.

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SEWER/DRAINAGE

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LATERAL CONNECTION OR STORM

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SANITARY SEWER MAIN OR

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FULL UNCUT LENGTH OF PIPE (L)

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LENGTH/2, 10' MIN.

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18" MIN.

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SANITARY LATERAL OR

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STORM DRAINAGE

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SANITARY SEWER MAIN,

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18" MIN.

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L/2, 10' MIN.

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WATER MAIN OR

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WATER SERVICE

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PARALLEL

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VERTICAL SEPARATION

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HORIZONTAL SEPARATION

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EDGE TO EDGE

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SEWER/DRAINAGE

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LATERAL CONNECTION OR STORM

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SANITARY SEWER MAIN OR

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SEWER TO BE 0'-6" MINIMUM

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STORM DRAINAGE AND SANITARY

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VERTICAL SEPATATION BETWEEN

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NOTE:

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NOTE: THE SEPARATION REQUIREMENT SHALL CONFORM TO CURRENT ORANGE COUNTY DEPARTMENT OF HEALTH STATUATES, CODES, RULES, REGULATIONS AND LAWS AS THEY APPLY. ANY DEVIATION FROM THE ABOVE SEPARATION REQUIREMENTS SHALL REQUIRE WRITTEN APPROVAL FROM THE ORANGE COUNTY DEPARTMENT OF HEALTH.

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SEPARATION REQUIREMENTS

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NTS

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WATERLINE, SANITARY AND STORM SEWER

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EROSION & SEDIMENT CONTROL SEQUENCE: THE FOLLOWING WILL TAKE PLACE FOR IMPLEMENTING THE EROSION AND SEDIMENT CONTROLS: PHASE 1 1. INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCES. INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCES. 2. INSTALLATION OF SILT FENCING AS SHOWN ON THE PLAN. INSTALLATION OF SILT FENCING AS SHOWN ON THE PLAN. 3. GENERAL SITE CLEARING OF VEGETATION FOR THE AREAS DISTURBED. GENERAL SITE CLEARING OF VEGETATION FOR THE AREAS DISTURBED. 4. SOIL STOCKPILING AND ROUGH GRADING. SOIL STOCKPILING AND ROUGH GRADING. 5. INSTALLATION OF THE STORMWATER CONVEYANCE SYSTEM, INCLUDING INLET PROTECTION. INSTALLATION OF THE STORMWATER CONVEYANCE SYSTEM, INCLUDING INLET PROTECTION. 6. CONSTRUCTION OF THE SOUTH SEDIMENT BASIN. CONSTRUCTION OF THE SOUTH SEDIMENT BASIN. 7. INSTALL SUBBASE FOR THE ROADS AND PARKING LOTS. INSTALL SUBBASE FOR THE ROADS AND PARKING LOTS. 8. TEMPORARY SEEDING. TEMPORARY SEEDING. PHASE 2 9. INSTALLATION OF SILT FENCING AS SHOWN ON THE PLAN. INSTALLATION OF SILT FENCING AS SHOWN ON THE PLAN. 10. GENERAL SITE CLEARING OF VEGETATION FOR THE AREAS DISTURBED. GENERAL SITE CLEARING OF VEGETATION FOR THE AREAS DISTURBED. 11. SOIL STOCKPILING AND ROUGH GRADING. SOIL STOCKPILING AND ROUGH GRADING. 12. INSTALLATION OF THE STORMWATER CONVEYANCE SYSTEM, INCLUDING INLET PROTECTION. INSTALLATION OF THE STORMWATER CONVEYANCE SYSTEM, INCLUDING INLET PROTECTION. 13. INSTALL SUBBASE FOR THE ROADS AND PARKING LOTS. INSTALL SUBBASE FOR THE ROADS AND PARKING LOTS. 14. TEMPORARY SEEDING. TEMPORARY SEEDING. 15. CONSTRUCTION OF STERILIZATION FACILITY. CONSTRUCTION OF STERILIZATION FACILITY. 16. INSTALL CURB AROUND THE ROADWAY. INSTALL CURB AROUND THE ROADWAY. 17. TOPSOIL, PERMANENT SEEDING, AND LANDSCAPING. TOPSOIL, PERMANENT SEEDING, AND LANDSCAPING. 18. EXCAVATE SOUTH SEDIMENT BASIN, CONVERT TO SOUTH INFILTRATION BASIN. EXCAVATE SOUTH SEDIMENT BASIN, CONVERT TO SOUTH INFILTRATION BASIN. 19. UPON FINAL COMPLETION OF STERILIZATION FACILITY, INSTALL CONCRETE PAVEMENT. UPON FINAL COMPLETION OF STERILIZATION FACILITY, INSTALL CONCRETE PAVEMENT. 20. REMOVE EROSION AND SEDIMENT CONTROL.REMOVE EROSION AND SEDIMENT CONTROL.

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SAME ELEVATION

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B

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TOE

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B

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A

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A

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CREST

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SPACING VARIES DEPENDING ON CHANNEL SLOPE

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CUTOFF TRENCH DESIGN BOTTOM

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FILTER FABRIC

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FILTER FABRIC

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CUTOFF TRENCH 18" WIDE 6" DEEP

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PROFILE

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SECTION B-B

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SECTION A-A

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24" MAX @ CENTER

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MIN.

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1

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1

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1

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1

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1

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2

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1

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2

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24" MAX @ CENTER

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X

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H

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X =

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H (Ft)

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SLOPE (FT/FT)

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SLOPE

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6"

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18"

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1.5'

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9"MIN.

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SCALE:

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CHECK DAM

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NTS

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1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES.

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3

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C-8

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6

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C-8

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7

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C-8

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NO.

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DATE

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REVISION

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CK.

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BY

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DATE:

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REV. NO.

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JOB NO.

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DWG. NO.

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SHEET TITLE:

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JOB NAME:

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DEPT. CK. M. SANDOR

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DEP. APPR.

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COORD. CK.

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P.M. APPR.

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CLIENT APPR.

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DRAWN BY:

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Fax 845-291-8657

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845-291-8650

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Goshen, NY 10924

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261 Greenwich Ave

163.4 + S 31°42'00 W 172.56'...2020/04/20 · S 31 42'00" W 172.56' 163.4 + MJSENGINEERING & LAND...

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Transcript of 163.4 + S 31°42'00 W 172.56'...2020/04/20 · S 31 42'00" W 172.56' 163.4 + MJSENGINEERING & LAND...