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MJS
ENGINEERING &
LAND SURVEYING, PC
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SUMMERVILLE WAY - NYS RTE 94
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480
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490
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490
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BLACK MEADOW CREEK
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GAS
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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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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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NEW ELECTRICAL TRANSFORMER
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8" WATER SERVICE PLUGGED
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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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8
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N/F CHESTER INDUSTRIAL PARK ASSOCIATES LP
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L. 3151 PG. 165
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SEC. 117-1-1.1
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N/F CHESTER INDUSTRIAL PARK ASSOCIATES LP
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L. 3151 PG. 165
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SEC. 117-1-2.1
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N/F CHESTER INDUSTRIAL PARK ASSOCIATES LP
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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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LOT 3, FM #9513
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PART OF LOT 1, FM #9513
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FES INV=481.00
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CURB CUT
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N
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20
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18
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OFFICE TRAILER
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PORTABLE TOILETS
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TRASH CONTAINERS
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SIGN NO TRUCKS
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N35°54'48"E
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461.55'
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395.61'
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S54°05'12"E
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415.32'
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430.61'
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S54°05'12"E
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380.32'
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S61°23'27"W
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24.44'
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965.67'
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156.22'
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L=6.24'
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R=380.00
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53.02'
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N35°54'48"E
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S35°54'48"W
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205.26'
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S79°13'17"E
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118.58'
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N20°54'53"E
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99.05'
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N74°38'49"E
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N38°24'49"E
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S54°05'12"E
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MON.FD.
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COPPERCLAD
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MON.FD.
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MON.FD.
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MON.FD.
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MON.FD.
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MON.FD.
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MON.FD.
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221.77'
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R=35.00
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L=54.98'
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99.55'
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49.10'
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COPPERCLAD
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L=54.98'
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R=35.00
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76.25'
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33.59'
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33.96'
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167.61'
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N14°41'16"E
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97.11'
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N73°00'27"W
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475.72'
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40.28'
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S35°54'48"W
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212.74'
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18.47'
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AREA: 178,302 SQ. FT. OR 4.0933 ACRES
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AREA: 178,578 SQ. FT. OR 4.0996 ACRES
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395.25'
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S35°54'48"W
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N35°54'48"E
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440.17'
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STABILIZED CONSTRUCTION ENTRANCE
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FF.486'
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SAND
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AGGREG.
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FF.492'
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CONCRETE RETAINING WALL
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482
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CONT
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CONT
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BASIN
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NUCIFORA BOULEVARD
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CHESTER BOULEVARD
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CONNECT NEW WATER LINE
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S20°54'53"W 169.87'
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S54°05'12"E
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395.32'
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40' DRAINAGE ESM'T.
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EXISTING 20' UTILITY ESM'T.
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40.00' ESM'T.
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25.00'
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R=15.00
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L=23.56'
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380.32' ESM'T.
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REAR YARD SETBACK
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FRONT YARD SETBACK
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SIDE YARD SETBACK
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SIDE YARD SETBACK
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SIDE YARD SETBACK
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EXISTING 20' UTILITY ESM'T.
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2" HDPE WATER LINE
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8" WATER SERVICE CAPPED
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SIGN CONSTRUCTION PERSONNEL ONLY NO UNAUTHORIZED ENTRY
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NUCIFORA BLVD
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ELIZABETH DR
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SUMMERVILLE WAY
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NYS RTE 94
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TEMPORARY
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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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C
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140133
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1" = 40'
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C-1
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SHEET 1 OF 2
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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 20-02
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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: CHESTER INDUSTRIAL PARK ASSOCIATES, LP 54 WEST ALLENDALE AVE. ALLENDALE, NJ 07401 2. TAX MAP NUMBER: TAX MAP NUMBER: SECTION 117, BLOCK 1, LOT 3 3. DEED REFERENCE: LIBER 3151 PAGE 165 4. AREA: 4.0996 ACRES OR 178,578 SQ. FT. 5. ZONING DISTRICT: M-1 REQUIRED PROVIDED PROVIDED LOT AREA: 3 AC 4.10 AC 3 AC 4.10 AC 4.10 AC LOT WIDTH: 200' MIN. 430' 200' MIN. 430' 430' FRONT YARD: 60' MIN. 147' 60' MIN. 147' 147' SIDE YARD: 50' MIN. 139' 50' MIN. 139' 139' BOTH SIDE YARDS: 100' MIN. 321' 100' MIN. 321' 321' REAR YARD: 50' MIN. 174' 50' MIN. 174' 174' LOT COVERAGE: 50% MAX. N/A 50% MAX. N/A N/A BUILDING HEIGHT: 40' MAX. N/A 40' MAX. N/A N/A PARKING: N/A 40 N/A 40 40 6. BASE MAP INFORMATION TAKEN FROM THE FOLLOWING SOURCES: A. "BOUNDARY & TOPOGRAPHIC SURVEY, V. PAULIUS & ASSOCIATES, CHESTER INDUSTRIAL "BOUNDARY & TOPOGRAPHIC SURVEY, V. PAULIUS & ASSOCIATES, CHESTER INDUSTRIAL PARK, VILLAGE OF CHESTER, ORANGE COUNTY, NEW YORK," PREPARED BY MJS ENGINEERING & LAND SURVEYING, PC, DATED JUNE 25, 2014. B. 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. C. 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. D. SEWER INVERTS AT ELIZABETH DRIVE PROVIDED BY V. PAULIUS ASSOCATES, SEPTEMBER SEWER INVERTS AT ELIZABETH DRIVE PROVIDED BY V. PAULIUS ASSOCATES, SEPTEMBER 22, 2015.
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E. 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 N/A 11. PARKING REQUIREMENTS 38 EMPLOYEES X 1 PARKING SPACES/ EMPLOYEE = 38 PS PARKING SPACE 10'X20' 38 PS PROVIDED 12. UPON TERMINATION OF THE TEMPORARY SITE PLAN, THE EQUIPMENT SHALL BE REMOVED. THE SITE SHALL BE REGRADED, STABILIZED, AND SEEDED. THE CONTRACTOR SHALL RESTORE THE PREMISES TO PRE-USE CONDITIONS UPON COMPLETION OF THE ACTIVITY ON THE SITE. 13. DATES OF ACTIVITY: MAY, 2020 - NOVEMBER, 2021 HOURS OF OPERATION: MONDAY - SATURDAY; 7:00 AM - 7:00 PM
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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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B
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05/12/20
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SUBMITTED TO PLANNING BOARD
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BGC
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M.S.
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N
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103-1-7
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0-0-0
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106-2-51
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106-2-45.1
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117-1-2
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117-1-4.1
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VICINITY MAP
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SCALE: NTS
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SITE
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C
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06/05/20
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SUBMITTED TO PLANNING BOARD
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BGC
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M.S.
MJS
ENGINEERING &
LAND SURVEYING, PC
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BLACK MEADOW CREEK
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GAS
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OVERHEAD UTILITIES
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SIGNS
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484
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486
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486
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484
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482
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NEW ELECTRICAL TRANSFORMER
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SMH
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8" SS PLUG
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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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8" WATER SERVICE PLUGGED
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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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8
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N/F CHESTER INDUSTRIAL PARK ASSOCIATES LP
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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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37 LF - 12" HDPE @ 0.50%
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CB RIM=482.50 INV=479.50
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35 LF - 12" HDPE @ 0.50%
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CB RIM=483.60 INV=481.02
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86 LF - 12" HDPE@ 0.50%%%
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MH TOP=487.50 INV=479.50
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180 LF - 24" HDPE@ 0.50%%%
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CB RIM=483.20 INV=479.35
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30 LF - 12" HDPE @ 0.50%
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FES INV=481.00
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CB RIM=483.70 INV=481.45
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FES INV=480.84
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200 LF - 24" HDPE@ 0.50%%%
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312 LF - 36" HDPE@ 0.50%%%
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132 LF - 36" HDPE @0.50%
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47 LF - 36" HDPE @1.40%
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MH RIM=486.00 INV=472.84(E) INV=471.20 (W)
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MH RIM=482.0 INV=470.54
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N
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STRAW BALE DIKE ALTERNATE - SILT FENCE
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SIGN NO TRUCKS
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395.61'
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S54°05'12"E
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415.32'
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430.61'
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380.32'
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N35°54'48"E
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S35°54'48"W
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S54°05'12"E
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R=35.00
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L=54.98'
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AREA: 178,578 SQ. FT. OR 4.0996 ACRES
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LIMIT OF DISTURBANCE 1.70 AC
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STABILIZED CONSTRUCTION ENTRANCE
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N
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FF.486'
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SAND
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AGGREG.
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FF.492'
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CONCRETE RETAINING WALL
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482
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CONT
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CONT
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BASIN
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NUCIFORA BOULEVARD
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CHESTER BOULEVARD
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TW=490.0 BW=485.5
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BIN BLOCK WALL TW=485.5 BW=481.0
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TW=490.0 BW=485.5
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TW=490.0 BW=485.5
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R=15.00
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L=23.56'
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8" WATER SERVICE CAPPED
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MH RIM=478.8 INV=468.98(E) INV=467.07(W)
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22 LF - 36" HDPE @ 0.75%
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HEADWALL INV=466.9 W/ RIP-RAP D50=9" 20" THICKNESS
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EROSION & SEDIMENT
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CONTROL 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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C
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140133
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1" = 40'
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C-2
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SHEET 2 OF 2
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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 20-02
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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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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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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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NTS
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1
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C-2
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CONSTRUCTION SPECIFICATIONS
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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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NTS
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%%UBEDDING DETAIL
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NTS
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STRAW BALE DIKE
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NTS
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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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2
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C-2
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B
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05/12/20
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SUBMITTED TO PLANNING BOARD
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BGC
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M.S.
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SCALE:
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RETAINING WALLS
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1'
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3/8" =
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3
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C-2
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1'-0"
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4'-6"
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6"
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6"
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14'-10 5/8"
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C
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L
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8'-10"
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9"
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5'-2"
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6"
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6"
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7'-0"
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L
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C
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6" Graded Aggregate
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Base
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6" Crushed Stone
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Compacted Subgrade
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2'x2'x3' Long Concrete
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Bin Blocks w/ Inter-
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locking V-Grooves.
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2' W x 1'-6" H x 3' Long
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Precast Concrete Blocks
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w/ Bottom V-Grooves to
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Interlock Conc. Bin Blocks
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Reinf. w/ (2) Cont. No.5
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Top & Bottom
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EL: 0'-0" (+481.00)
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+490.00
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Elev.: +19'-4 5/8"
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3'-6" Wide x 8" Deep Cont.
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Concrete Footing Reinforced
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w/ (2) No.5 Cont. & No.5
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Transverse Bars @ 12" 0/C
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1
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1
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+492.00
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+485.50
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Concrete Cantilever
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Retaining Wall
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C
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06/05/20
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SUBMITTED TO PLANNING BOARD
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BGC
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M.S.
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CONSTRUCTION SEQUENCE AS PART OF THE DEVELOPMENT, THE FOLLOWING WILL TAKE PLACE FOR IMPLEMENTING THE EROSION AND SEDIMENT CONTROLS: 1) INSTALLATION OF CONSTRUCTION ENTRANCE. INSTALLATION OF CONSTRUCTION ENTRANCE. 2) INSTALLATION OF SILT FENCING AS SHOWN ON THE INSTALLATION OF SILT FENCING AS SHOWN ON THE PLAN. 3) GENERAL SITE CLEARING OF VEGETATION FOR THE GENERAL SITE CLEARING OF VEGETATION FOR THE AREAS DISTURBED 4) SOIL STOCKPILING AND ROUGH GRADING. SOIL STOCKPILING AND ROUGH GRADING. 5) INSTALL SUBBASE FOR THE ROADS. INSTALL SUBBASE FOR THE ROADS. 6) TEMPORARY SEEDING. TEMPORARY SEEDING. 7) CONSTRUCTION OF TEMPORARY CONCRETE PLANT. CONSTRUCTION OF TEMPORARY CONCRETE PLANT. 8) TOPSOIL AND SEEDING. TOPSOIL AND SEEDING. 9) UPON FINAL COMPLETION OF STERILIZATION FACILITY UPON FINAL COMPLETION OF STERILIZATION FACILITY EXPANSION, REMOVE TEMPORARY CONCRETE PLANT. 10) REGRADE SITE, TOPSOIL, AND SEEDING. REGRADE SITE, TOPSOIL, AND SEEDING. 11) REMOVE EROSION AND SEDIMENT CONTROL. REMOVE EROSION AND SEDIMENT CONTROL. INSPECTION OF EROSION AND SEDIMENT CONTROL SHALL BE PERFORMED EVERY SEVEN (7) CALENDAR DAYS.
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CONSTRUCTION SPECIFICATIONS
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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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4
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C-2
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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.