ENVIRONMENTAL DESIGN PARTNERSHIP, LLP. CAROGA LAKE ...

PLANS PREPARED BY :

900 Route 146 Clifton Park, New York 12065edpllp.com(518) 371-7621

ENVIRONMENTAL DESIGNPARTNERSHIP, LLP.

3237 NYS Route 29ATOWN OF CAROGA, FULTON COUNTY, NEW YORK

CAROGA LAKEVOLUNTEER

FIRE DEPARTMENT APPLICANT/OWNER:

CAROGA LAKE VOLUNTEER FIREDEPARTMENT

PROPOSED FIRE STATION FOR THE

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RECORD OF WORK

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BY

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DATE

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SCALE: 1" = 2000'

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%%USITE LOCATION MAP

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SCALE: 1" = 400'

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%%USITE VICINITY MAP

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SITE STATISTICS

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EXISTING ZONING HC- HIGHWAY COMMERCIAL HC- HIGHWAY COMMERCIAL PARCEL AREA 57.53 ACRES 57.53± ACRESMAXIMUM BUILDING HEIGHT 35 FEET 35 FEET MINIMUM BUILDING STORIES MAX % LOT COVERAGE 20% 20% PROPOSED LOT COVERAGE PROPOSED BUILDING SETBACK 173 FEET 173 FEET FRONT YARD 35 FEET 35 FEET SIDE YARD 20 FEET 20 FEET REAR YARD 20 FEET 20 FEET PROPOSED BUILDING AREA 10,000 SF 10,000 SF PROPOSED PARKING STANDARD SPACES 61 SPACES 61 SPACES HANDICAP SPACES 3 SPACES 3 SPACES TOTAL 64 SPACES 64 SPACES STORMWATER MANAGEMENT ONSITE ONSITE WATER PROVISIONS PRIVATE WELL PRIVATE WELL SANITARY PROVISIONS PRIVATE SEPTIC SYSTEM PRIVATE SEPTIC SYSTEM

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THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, ALTERATION OF THESE DOCUMENTS IN ANY WAY, ALTERATION OF THESE DOCUMENTS IN ANY WAY, OF THESE DOCUMENTS IN ANY WAY, OF THESE DOCUMENTS IN ANY WAY, THESE DOCUMENTS IN ANY WAY, THESE DOCUMENTS IN ANY WAY, DOCUMENTS IN ANY WAY, DOCUMENTS IN ANY WAY, IN ANY WAY, IN ANY WAY, ANY WAY, ANY WAY, WAY, WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A DONE UNDER THE DIRECT SUPERVISION OF A DONE UNDER THE DIRECT SUPERVISION OF A UNDER THE DIRECT SUPERVISION OF A UNDER THE DIRECT SUPERVISION OF A THE DIRECT SUPERVISION OF A THE DIRECT SUPERVISION OF A DIRECT SUPERVISION OF A DIRECT SUPERVISION OF A SUPERVISION OF A SUPERVISION OF A OF A OF A A A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN PROFESSIONAL, (I.E.) ENGINEER FOR AN PROFESSIONAL, (I.E.) ENGINEER FOR AN (I.E.) ENGINEER FOR AN (I.E.) ENGINEER FOR AN ENGINEER FOR AN ENGINEER FOR AN FOR AN FOR AN AN AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE LANDSCAPE ARCHITECT FOR A LANDSCAPE LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT FOR A LANDSCAPE FOR A LANDSCAPE FOR A LANDSCAPE A LANDSCAPE A LANDSCAPE LANDSCAPE LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION SURVEYOR FOR A SURVEYOR, IS A VIOLATION SURVEYOR FOR A SURVEYOR, IS A VIOLATION FOR A SURVEYOR, IS A VIOLATION FOR A SURVEYOR, IS A VIOLATION A SURVEYOR, IS A VIOLATION A SURVEYOR, IS A VIOLATION SURVEYOR, IS A VIOLATION SURVEYOR, IS A VIOLATION IS A VIOLATION IS A VIOLATION A VIOLATION A VIOLATION VIOLATION VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR THE NEW YORK STATE EDUCATION LAW AND/OR THE NEW YORK STATE EDUCATION LAW AND/OR NEW YORK STATE EDUCATION LAW AND/OR NEW YORK STATE EDUCATION LAW AND/OR YORK STATE EDUCATION LAW AND/OR YORK STATE EDUCATION LAW AND/OR STATE EDUCATION LAW AND/OR STATE EDUCATION LAW AND/OR EDUCATION LAW AND/OR EDUCATION LAW AND/OR LAW AND/OR LAW AND/OR AND/OR AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR..

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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SCALE:

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SHEET TITLE:

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REVISIONS PER ENGINEER REVIEW

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03/15/19

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NLZ

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REVISED BUILDING LOCATION

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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JCD

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SITE

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PROJECT SITE

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PRELIMINARY BID SET

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12/17/18

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JCD

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DRAWING INDEX

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1

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COVER SHEET

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2

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EXISTING CONDITIONS & REMOVALS

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SITE PLAN

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GRADING AND UTILITY PLAN

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PLANTING PLAN

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EROSION AND SEDIMENT CONTROL PLAN

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EROSION AND SEDIMENT CONTROL DETAILS

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SITE DETAILS

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UTILITY DETAILS

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STORM DETAILS

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11

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SANITARY DETAILS

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10/11/19

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JCD

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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JCD

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JOSEPH

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R.L.A. 2,288

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DANNIBLE

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TP#1

TP#5

TP#3

TP#4

TP#2

PT#1

PT#2

PT#3

2 of 11

1" = 30'

EXISTINGCONDITIONS &

REMOVALS

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NYS ROUTE 10

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NYS ROUTE 29A

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BROKEN ASPHALT PAVEMENT

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EOR

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EOR

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EOR

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EOR

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46 LF @ 4.09%

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174 LF @ 7.72%

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222 LF @ 5.00%

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35 LF @ 1.34%

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GUY

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UP NM 131

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UP W/ LIGHT NM 132

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UP NM 132 1/2

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UP NM 133

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EOW

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EOW

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EOW

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EOW

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STANDING WATER

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RUBBLE DRIVE

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ASPHALT

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ASPHALT

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ASPHALT

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WL 1

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WL 2

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WL 3

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WL 4

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WL 8

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WL 5A

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WL 9

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WL 10

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WL 11

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WL 13

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WL 14

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WL 15

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WL 16

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WL 17

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WL 12

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Wetlands flagged by Mary O'Dell of APA

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W E T L A N D S

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MAJOR ELEMENTS WITHIN THIS LIMIT AREA ARE SHOWN HERE TO BE REMOVED. ADDITIONAL ITEMS MAY NEED TO BE REMOVED, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND THE EXTENT OF REMOVALS OF ALL MATERIALS/ STRUCTURES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ANY EXISTING FEATURES AND MATERIALS THAT ARE NOT SPECIFICALLY NOTED ON THESE PLANS THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHALL BE REMOVED AS NEEDED.

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NYSDOT PERMIT NOTE: CONTRACTOR TO OBTAIN A NYSDOT PERMIT BEFORE THE COMMENCEMENT OF ANY WORK WITHIN THE R.O.W.

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EXISTING WELL TO BE PROTECTED AT ALL TIMES DURING CONSTRUCTION INSTALL PROTECTIVE FENCING

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ABANDON WELL IN ACCORDANCE WITH NYSDEC AND WATER WELL DECOMISSIONING NOTES

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TREES TO BE REMOVED

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ALL TRAIL MARKERS TO BE RELOCATED AS NECESSARY BASED ON CONSTRUCTION SEQUENCING AND PROPOSED SITE IMPROVEMENTS SHOWN IN THIS PLAN SET, TYP. OWNERS TO COORDINATE WITH LOCAL SNOW MOBILE CLUB

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NO WORK SHALL BE COMPLETED WITH IN WORK SHALL BE COMPLETED WITH IN RIGHT OF WAY WITH OUT NYSDOT HIGHWAY WORK PERMIT CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY WORK PERMITS

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STOCK PILE STONE WALL FOR REUSE COORDINATE ONSITE LOCATION WITH OWNER

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APPROXIMATE LIMITS OF DISTURBANCE

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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SCALE:

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SHEET TITLE:

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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JCD

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RECORD NORTH AS PER

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MAP REFERENCE No.

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30

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30

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0

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120

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5

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15

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1 INCH = 30 FT.

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GRAPHIC SCALE

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(IN FEET)

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DENOTES EXISTING PAVEMENT AREA AND RUBBLE TO BE REMOVED

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DENOTES EXISTING STORM PIPE, END SECTION AND/OR MANHOLE TO BE REMOVED

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DENOTES APPROXIMATE LOCATION OF REMOVAL LIMITS

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LEGEND

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CB EOC EOP EOR EOW HDPE INV LF OHUL NM RCP STM TF UP

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denotes Contour Line denotes Stone Wall denotes Catch Basin denotes Edge of Concrete denotes Edge of Pavement denotes Edge of Rubble denotes Edge of Woods denotes Plastic Pipe denotes Invert denotes Linear Foot denotes Overhead Utility Line denotes Niagara Mohawk denotes Reinforced Concrete Pipe denotes Storm Sewer denotes Top of Frame denotes Utility Pole

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1,468

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denotes Deciduous Tree

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denotes Coniferous Tree

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SOIL DATA: THE FOLLOWING TEST PITS WERE PERFORMED ON DECEMBER 5, 2018 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: TP#1 0" - 3" TOPSOIL TOPSOIL 3" - 18" BROWN SANDY LOAM (FILL) BROWN SANDY LOAM (FILL) 18" - 24" MIX BROWN LOAM AND ASH (WET) MIX BROWN LOAM AND ASH (WET) 24" - 42" LIGHT BROWN MEDIUM SAND, SOME SILT, LIGHT BROWN MEDIUM SAND, SOME SILT, MOTTLED TP#2 0" - 6" TOPSOIL TOPSOIL 6" - 18" BROWN SANDY LOAM BROWN SANDY LOAM 18" - 40" LIGHT BROWN MEDIUM SAND, SILTY SOIL, LIGHT BROWN MEDIUM SAND, SILTY SOIL, ORANGISH CLAY, MOTTLED. LARGE BOULDERS AT 40" DEPTH TP#3 0" - 12" BROWN TOPSOIL BROWN TOPSOIL 12" - 24" RED BROWN MEDIUM SAND, SOME SILT. RED BROWN MEDIUM SAND, SOME SILT. MOTTLED 24" - 36" LIGHT BROWN TO GREY MEDIUM SAND, LITTLE LIGHT BROWN TO GREY MEDIUM SAND, LITTLE GRAVEL TP#4 0" - 4" TOPSOIL TOPSOIL 4" - 20" BROWN SANDY LOAM BROWN SANDY LOAM 20" - 36" LIGHT BROWN MEDIUM SAND, SILTY SAND LIGHT BROWN MEDIUM SAND, SILTY SAND MOTTLING OBSERVED AT 20" DEPTH TP#5 0" - 4" TOPSOIL TOPSOIL 4" - 18" BROWN SANDY LOAM BROWN SANDY LOAM 18" - 30" LIGHT BROWN TO GRAY FINE SAND, SILTY LIGHT BROWN TO GRAY FINE SAND, SILTY SAND MOTTLED AT 18" WET AT 24" DEPTH PT#1 STABILIZED PERCOLATION RATE=23 MIN/IN PT#2 STABILIZED PERCOLATION RATE=57 MIN/IN PT#3 STABILIZED PERCOLATION RATE=66 MIN/IN

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1)

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%%UMAP REFERENCE:

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Map Entitled: "Topographic Survey of Lands of Caroga Lake "Topographic Survey of Lands of Caroga Lake Volunteer Fire Co., Inc." Map Date: September 2013 September 2013 Prepared By: Charles R. Ackerbauer, PELSCharles R. Ackerbauer, PELS

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JOSEPH

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R.L.A. 2,288

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DANNIBLE

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E

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X

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C

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E

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L

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3 of 11

1"=30'

SITE PLAN

900

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NOT FORCONSTRUCTION

LEGEND:

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STATE OF NEW YORK

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NYS ROUTE 10

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NYS ROUTE 29A

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SWALE

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EOR

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EOR

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EOR

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EOR

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GUY

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UP NM 131

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UP W/ LIGHT NM 132

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UP NM 132 1/2

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UP NM 133

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EOW

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EOW

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EOW

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STANDING WATER

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WL 16

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WL 17

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SWALE

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SWALE

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PROPOSED 10,000 SF FIRE STATION

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FF=1499.0

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C.S.

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NEW PAVEMENT DRIVEWAY TO BE FLUSH

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(8) BOLLARD COORDINATE LOCATION WITH ARCHITECTS PLANS, TYP.

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HANDICAP ACCESSIBLE PARKING AREA & SIGNS

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PAVEMENT STRIPING (TYP.)

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INSTALL TEMP. FENCE TO PROTECT WELL

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10

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10

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9

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10

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13

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12

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CONCRETE SIDEWALK, TYP.

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NY STATE HIGHWAY CURB CUT. CONTRACTOR MUST OBTAIN PERMIT PRIOR TO START OF CONSTRUCTION

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HEAVY DUTY PAVEMENT

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5' WIDE RIVER COBBLE DRIP EDGE, TYP.

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STOP SIGN

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PROPOSED PROPERTY BOUNDARY

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HEAVY DUTY PAVEMENT

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CONTRACTOR TO INSTALL SUBASE FOR CONCRETE AND ASPHALT PAVEMENT AT SAME TIME, (TYP.)

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30' FLAG POLE WITH LIGHTING

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5' SQUARE CONCRETE PADS, PER ARCHITECT (TYP.)

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APPROXIMATE LOCATION OF CONCRETE UTILITY PADS. (CONTRACTOR TO COORDINATE WITH ALL APPROPRIATE UTILITY PROVIDERS AND OR MANUFACTURERS FOR SLAB SPECIFICATION INCLUDING BUT NOT LIMITED TO LOADING REQUIREMENTS, NECESSARY ANCHORING, SLAB PENETRATION, SLAB LOCATIONS AND SEPARATION REQUIREMENTS, PRIOR TO INSTALLATION OF SLABS. CONTRACTOR TO SUBMIT SHOP DRAWING TO OWNER OR OWNERS REPRESENTATIVE FOR APPROVAL) TYP.

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BOLLARD, TYP.

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APPROXIMATE LOCATION OF CONCRETE UTILITY PADS. (CONTRACTOR TO COORDINATE WITH ALL APPROPRIATE UTILITY PROVIDERS AND OR MANUFACTURERS FOR SLAB SPECIFICATION INCLUDING BUT NOT LIMITED TO LOADING REQUIREMENTS, NECESSARY ANCHORING, SLAB PENETRATION, SLAB LOCATIONS AND SEPARATION REQUIREMENTS, PRIOR TO INSTALLATION OF SLABS. CONTRACTOR TO SUBMIT SHOP DRAWING TO OWNER OR OWNERS REPRESENTATIVE FOR APPROVAL) TYP.

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LIMITS OF DISTURBANCE

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BOLLARD, TYP.

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CAROGA LAKE FIRE DEPARTMENT SIGN BY OWNER

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BOLLARD, TYP.

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GUY

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NYS ROUTE 29A

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EDGE OF DRIVEWAY

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HIGHWAY EOP

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EOC

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HIGHWAY EOP

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HIGHWAY EOP

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CONCRETE GUTTER

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SAWCUT AND REMOVE EXISTING CONCRETE GUTTER, BOX-OUT TO REVEAL SUBGRADE ELEVATION PRIOR TO SUBBASE INSTALLATION, TYP.

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1 INCH = 30 FT.

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30

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30

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0

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60

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(IN FEET)

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120

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GRAPHIC SCALE

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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FINAL PLANS

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2/14/20

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DENOTES HEAVY DUTY ROADWAY ASPHALT PAVEMENT

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DENOTES CONCRETE SIDEWALK

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DENOTES HANDICAP PARKING

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DENOTES PARKING SPACE QUANTITY

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DENOTES HANDICAP AISLE

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DENOTES TEMPORARY FENCE

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RECORD NORTH AS PER

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MAP REFERENCE No.

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NYSDOT CURB CUT DETAIL

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SCALE: 1"=10'

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DENOTES HANDICAP PARKING SIGN

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PARKING NOTES: : PAVED SPACES: 6464

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8

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JOSEPH

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R.L.A. 2,288

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DANNIBLE

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E

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TP#1

TP#5

TP#3

TP#4

TP#2

PT#1

PT#2

PT#3

0 00

1 00

1

38

12" ADS N-12109 LF @ 1.83%

12" ADS N-1252 LF @ 2.31%

8" PVC SDR-2622 LF @ 0.23%

4 of 11

1"=30'

GRADING ANDUTILITY PLAN

900

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8

NOT FORCONSTRUCTION

LEGEND:

TRAV IS J. MITCHELL

081539

ST A T E OF NEW Y O

RK

L ICENSED PROFESSIONAL ENGI

NEER

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FF=1499.0

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C.S.

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INV.= ±1493.30

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B

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B'

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A

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A'

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NYS ROUTE 10

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NYS ROUTE 29A

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SWALE

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EOR

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EOR

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EOR

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EOR

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46 LF @ 4.09%

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174 LF @ 7.72%

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222 LF @ 5.00%

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35 LF @ 1.34%

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GUY

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UP NM 131

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UP W/ LIGHT NM 132

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UP NM 132 1/2

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UP NM 133

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STANDING WATER

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ASPHALT

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WL 1

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WL 2

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WL 3

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WL 4

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WL 8

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WL 9

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WL 10

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WL 11

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WL 13

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WL 14

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WL 15

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WL 16

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WL 17

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WL 12

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W E T L A N D S

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SWALE

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SWALE

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SWALE

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APPROX. LOCATION OF PAVEMENT TO BE UNDERDRAINED (11) 70± LF PERFORATED PVCUNDER DRAINS WITH TEE HEADERS. DAY LIGHT TO SWALE/STORMWATER POND

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STONE DRIP-EDGE TRENCH AROUND BUILDING PERIMETER (SEE DETAIL)

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6" PVC SDR-26 INSULATED EFFLUENT PIPE. 52 LF @ 1%

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4" PVC SDR-26 VENT PIPE CONNECTED TO BUILDING PLUMBING VENT SYSTEM OR MOUNT ON BUILDING EXTERIOR AND EXTEND THROUGH ROOF. REDUCE TO 3" PVC SCH 40 AT BUILDING. INSTALL ON POSITIVE SLOPE FROM P.S. TO BUILDING

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PVC SCH 80 POWER CONDUIT AND COPPER CONDUCTORS FROM PUMP CONTROL PANEL TO POWER PANEL, SIZE AND AWG PER NEC OR ELECTRICAL PLAN

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RAISED WASTEWATER ABSORPTION FIELD

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INV.= ±1492.95

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INV.= ±1492.70

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2.0" HDPE SANITARY FORCE MAIN

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PROPOSED 6' I.D. CONCRETE PUMP TANK, SEE DETAIL TF=±1497.754" INV. IN=±1492.202" INV. OUT=±1491.55

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PROPOSED 1,250 GALLON HEAVY DUTY SEPTIC TANK TF=1498.70±

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#3 DISTRIBUTION BOX, SEE DETAIL

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EXISTING WELL TO REMAIN. CONTRACTOR TO GRADE AROUND WELL AS NECESSARY TO PREVENT WATER POOLING AROUND WELL LOCATION

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EXACT LOCATION AND SIZE OF SERVICE LATERALS TO BE DETERMINED BY ARCHITECT PRIOR TO ORDERING MATERIALS

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6" PVC SDR-26/35 BUILDING SEWER AT "/FT 14"/FT MIN SLOPE

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34" PE WATER SERVICE, SIZE TO BE CONFIRMED WITH ARCHITECT PRIOR TO ORDERING MATERIALS, 5 FT. MIN. COVER, TYP.

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SIMPLEX PUMP CONTROL PANEL BY SJE RHOMBUS OR APPROVED EQUAL.

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1-1/4" PVC SCH 80 FLOAT SWITCH SIGNAL CONDUIT AND CONDUCTORS. TRANSITION TO AGS AT PCP RISER AND INSTALL GAS SEAL FITTING 18" ABOVE GRADE.

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PVC SCH 80 POWER CONDUIT AND COPPER CONDUCTORS, SIZE AND AWG PER NEC OR ELECTRICAL PLAN. TRANSITION TO RGS AT PCP RISER AND INSTALL GAS SEAL FITTING 18" ABOVE GRADE.

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PVC SCH 80 CONDUIT (30" MIN. COVER TYP.) ELECTRICAL CONDUIT SIZE, TYPE, AND GAUGE PER EE. OR ARCH.

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APPROX. LOCATION OF PAVEMENT TO BE UNDERDRAINED (5) 70± LFPERFORATED PVC UNDER DRAINS WITH TEE HEADERS. DAY LIGHT TO SWALE/STORMWATER POND

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CONCRETE UTILITY PAD WITH BOLLARDS

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4" ADS N-12 ROOF DRAIN TO DAYLIGHT. 2% SLOPE MIN, TYP.

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GRASS SWALE, TYP.

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EMERGENCY OVERFLOW SPILLWAY ELEV.=1485.0

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PERMANENT CHECK DAM MAX 48 FT O.C. TYP.

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4" INV. =±1489.75

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4" INV. =±1496.00

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120 LF CURTAIN DRAIN

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4" INV. =1500.00

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4" PVC SDR-35 SOLID PIPE @1% MIN SLOPE.

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5FT WIDE STONE & FABRIC LINED SWALE 12" DEEP FINE STONE FILLING NYSDOT ITEM 620.02 OR CLEAN RIVER ROCK 4"-8" AVG. SIZE

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100' WETLAND SETBACK

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4" INV. =±1496.50

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GRAVEL DIAPHRAGM TYP.

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4" INV. =±1496.27

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LIMITS OF DISTURBANCE

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PROPOSED 2,000 GALLON HEAVY DUTY HOLDING TANK TF=1498.80±

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6" PVC SDR-26/35 BUILDING SEWER AT "/FT 14"/FT MIN SLOPE

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INV.= ±1492.85

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INV.= ±1493.30

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EXACT LOCATION AND SIZE OF SERVICE LATERALS TO BE DETERMINED BY ARCHITECT PRIOR TO ORDERING MATERIALS

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1 INCH = 30 FT.

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30

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30

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0

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60

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(IN FEET)

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120

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GRAPHIC SCALE

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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SCALE:

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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JCD

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RECORD NORTH AS PER

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MAP REFERENCE No.

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DENOTES HEAVY DUTY ROADWAY ASPHALT PAVEMENT

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DENOTES CONCRETE SIDEWALK

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DENOTES PAVEMENT DRAINAGE DIRECTION

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DENOTES VEGETATED SWALE

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DENOTES ABSORPTION TRENCH

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DENOTES SEPTIC/HOLDING TANK

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DENOTES PUMP TANK

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8

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4

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DENOTES STORM CATCH BASIN

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10

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9

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STATION ENTRANCE DETAIL

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1

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4

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SCALE: 1"=10'

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4

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1

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DENOTES PERMANENT CHECK DAM

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10

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10

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6

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268

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266

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264.50

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DENOTES PROPOSED SPOT ELEVATION

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DENOTES EXISTING CONTOUR

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DENOTES PROPOSED CONTOUR

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DENOTES FLARED END SECTION

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DENOTES RIP-RAP OVERFLOW

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DENOTES STONE TRENCH

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TRAVIS

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P.E. 81,539

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MITCHELL

5 of 11

1"=30'

PLANTINGPLAN

900

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46 C

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NOT FORCONSTRUCTION

JOSE

PH C. DANNIBLE

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T

STATE OF NEW YORK

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NYS ROUTE 10

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NYS ROUTE 29A

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SWALE

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EOR

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EOR

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EOR

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EOR

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46 LF @ 4.09%

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174 LF @ 7.72%

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222 LF @ 5.00%

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35 LF @ 1.34%

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GUY

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UP W/ LIGHT NM 132

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UP NM 132 1/2

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UP NM 133

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EOW

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EOW

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STANDING WATER

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ASPHALT

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WL 13

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WL 14

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WL 12

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SWALE

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SWALE

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PAVEMENT RIDGE

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FF=1499.0

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C.S.

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30' FLAG POLE WITH LIGHTING

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PLANTING AREA (TYP.)

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PLANTING AREA (TYP.)

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CAROGA LAKE VOLUNTEER FIRE DEPARTMENT SIGN AND LANDSCAPE BY OWNER

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RUBBER GARDEN HOSE

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12 GA. GALVANIZED WIRE

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TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE

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2" LAYER OF BARK MULCH

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CEDAR POST

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CUT AND REMOVE BURLAP FROM TOP OF BALL 13 OF BALL

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SAUCER SHAPED UP FROM FINISHED GRADE

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TOPSOIL MIXTURE

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UNDISTURBED GRADE OR EARTH BERM MIXTURE

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NOTE: DETAIL ALSO APPLIES TO SHRUB INSTALLATION (EXCLUDE STAKING PROCEDURES)

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TREE WRAPPING FASTENED NEAR TOP AND BOTTOM

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RUBBER GARDEN HOSE

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12 GA. GALVANIZED WIRE

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CEDAR POST

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TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE

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CUT AND REMOVED BURLAP FROM TOP OF BALL 13 OF BALL

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TOPSOIL MIXTURE

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UNDISTURBED GRADE OR COMPACTED FILL

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TOPSOIL MIXTURE

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UNDISTURBED GRADE OR COMPACTED FILL

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CUT AND REMOVED BURLAP FROM TOP OF BALL 13 OF BALL

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SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE

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1 INCH = 30 FT.

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30

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30

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0

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60

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(IN FEET)

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120

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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SCALE:

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SHEET TITLE:

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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RECORD NORTH AS PER

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MAP REFERENCE No.

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BOTANICAL

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PLANTING SCHEDULE

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COMMON

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KEY

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REMARKS

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SIZE

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NO.

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24"-30" HT.

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7

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GA

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GLOBE ARBORVITAE

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THUJA OCIDENTALIS 'GOLDEN GLOBE'

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B&B

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1.75"-2" CAL.

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4

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AR

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RED MAPLE 'OCTOBER GLORY'

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ACER RUBRUM 'OCTOBER GLORY'

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B&B

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4'-5' HT.

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2

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PG

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BLACK HILLS SPRUCE

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PICEA GLAUCA DENSATA

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B&B

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#5 CONT.

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8

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CA

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RED TWIG DOGWOOD

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CORNUS ALBA ELEGANTISSIMA

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CONTANIER

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1. PLANTING CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANTING CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED, SHALL BE TOPSOILED, SEEDED, AND MULCHED . (MULCH - STRAW, HYDROSEED MIX, 0R BIODEGRADABLE NETTING.) MIXTURES TO BE APPLIED SHALL BE DETERMINED BY OWNER'S REPRESENTATIVES. TOPSOIL TO BE 4" MINIMUM. 3. EXISTING VEGETATION SHALL REMAIN UNDISTURBED WITHIN EXISTING VEGETATION SHALL REMAIN UNDISTURBED WITHIN ALL AREAS OF SITE WHICH DO NOT REQUIRE GRADING. 4. ALL PLANTING BEDS TO RECEIVE 3" MINIMUM BARK MULCH ALL PLANTING BEDS TO RECEIVE 3" MINIMUM BARK MULCH WITH FILTER FABRIC WEED CONTROL OR EQUAL. 5. THIS PLAN IS FOR PLANTING PURPOSES ONLY. REFER TO THIS PLAN IS FOR PLANTING PURPOSES ONLY. REFER TO SITE PLAN FOR DETAILED GRADING AND UTILITY INFORMATION. 6. GUARANTEE: GUARANTEE: A. FOR A PERIOD OF TWELVE MONTHS FROM THE DATE FOR A PERIOD OF TWELVE MONTHS FROM THE DATE THAT THE WORK UNDER CONTRACT IS CERTIFIED AS COMPLETE, THE CONTRACTOR SHALL: 1. GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; 2. REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD, REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD, PLANTS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; 3. REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4. GUY AND MAINTAIN AS SPECIFIED HEREIN, AT NO ADDITIONAL GUY AND MAINTAIN AS SPECIFIED HEREIN, AT NO ADDITIONAL COST. B. REPLACEMENTS MADE WITHIN SIX MONTHS AFTER REPLACEMENTS MADE WITHIN SIX MONTHS AFTER BEGINNING OF THE "GUARANTEE PERIOD" SHALL NOT EXTEND THE "GUARANTEE PERIOD" OF THESE PARTICULAR PLANTS; THOSE REPLACEMENTS MADE SIX MONTHS OR MORE AFTER THE BEGINNING OF THE "GUARANTEE PERIOD" SHALL BE MAINTAINED AND GUARANTEED FOR A PERIOD OF SIX MONTHS FROM THE TIME OF REPLACEMENT. 7. APPLICABLE STANDARDS: "AMERICAN STANDARD FOR APPLICABLE STANDARDS: "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND "STANDARDIZED PLANT NAMES" BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, ARE A PART OF THIS SPECIFICATION. ALL PLANTS SHALL BE NURSERY GROWN, NOT GATHERED IN THE FIELD.

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PLANTING NOTES:

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PLANTS LISTED IN THE PLANTING SCHEDULE CAN BE SUBSTITUTED FOR SIMILAR SPECIES OF THE SAME SIZE WITH THE APPROVAL OF THE OWNER/DEVELOPER AND/OR PROJECT LANDSCAPE ARCHITECT.

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PLANTING NOTE:

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ALL PAVEMENT, AND GRAVEL BASE SHALL BE REMOVED FROM PROPOSED PLANTING BEDS AREAS. COMPACTED SUB BASE MATERIALS SHALL BE DEC0MPACTED FOR A DEPTH OF 12". PLANTING BEDS SHALL BE FREE OF ROOTS TILLED TO A DEPTH 12". INCORPORATE 2" OF COMPOST INTO SOIL AND TOP DRESS WITH 3" OF HARDWOOD MULCH.

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PLANTING BED PREPARATION NOTE:

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ALL LAWN AREAS OF THE SITE SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL. ALL LANDSCAPE BEDS SHALL RECEIVE A MINIMUM OF 12" OF TOPSOIL. TOP SOIL SHALL HAVE; 2% -20% ORGANIC MATTER PH OF 6-7.6% MAXIMUM PARTICLE SIZE 1.5"

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TOPSOIL NOTE:

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SEED LAWN AREAS WITH GRASS SEED CONTAINING A MINIMUM 20% KENTUCKY BLUE GRASS, 20% FESCUE AND A MAXIMUM OF 20% ANNUAL RYE GRASS. SEED SHALL BE APPLIED AT A RATE OF 7-10 LBS PER 1,000 SF.

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LAWN SEED MIX:

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CONIFEROUS TREE

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1

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5

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NOT TO SCALE

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DECIDIOUS TREE

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2

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5

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NOT TO SCALE

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SHRUB PLANTING

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3

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NOT TO SCALE

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JOSEPH

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R.L.A. 2,288

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DANNIBLE

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E

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EROSION ANDSEDIMENT

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NOT FORCONSTRUCTION

EROSION AND SEDIMENT LEGEND:

JOSE

PH C. DANNIBLE

02288

REG

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STATE OF NEW YORK

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NYS ROUTE 10

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NYS ROUTE 29A

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SWALE

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EOR

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EOR

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EOR

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EOR

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GUY

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UP NM 131

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UP W/ LIGHT NM 132

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UP NM 132 1/2

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UP NM 133

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EOW

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EOW

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EOW

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STANDING WATER

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ASPHALT

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WL 10

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WL 11

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WL 13

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WL 14

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WL 16

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WL 17

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WL 12

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W E T L A N D S

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SWALE

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FF=1499.0

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C.S.

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SOIL STOCKPILE AREA

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SILT FENCE, TYP.

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CONSTRUCTION ENTRANCE. REUSE EXISTING RUBBLE DRIVE

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CONCRETE WASHOUT AREA

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LIMITS OF DISTURBANCE APPROX. 3.74± AC

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TEMPORARY FENCE TO PROTECT EXISTING WELL DURING ALL PHASES OF CONSTRUCTION

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SILT FENCE, TYP.

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TEMPORARY CHECK DAM, TYP.

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TEMPORARY CHECK DAM, TYP.

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SEDIMENT TRAP, TYP.

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1 INCH = 30 FT.

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30

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30

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0

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60

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(IN FEET)

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120

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5

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10

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15

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15

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20

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25

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GRAPHIC SCALE

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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SCALE:

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SHEET TITLE:

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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JCD

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RECORD NORTH AS PER

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MAP REFERENCE No.

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7

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1

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7

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DENOTES FLARED END SECTION WITH RIP-RAP OUTLET

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DENOTES RIP-RAP OVERFLOW

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DENOTES LIMITS OF CLEARING AND GRADING

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DENOTES PROPOSED SILT FENCE

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DENOTES PROPOSED CHECK DAMS

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DENOTES PROPOSED CONSTRUCTION ENTRANCE

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DENOTES AREA OF SEDIMENT TRAP

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7

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1

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CONCRETE WASHOUT

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2

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EROSION CONTROL BLANKET

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3

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JOSEPH

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R.L.A. 2,288

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DANNIBLE

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CHECK DAM

CONCRETE WASHOUT FACILITYSTONE OUTLET SEDIMENT TRAP

A:

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AS NOTED

EROSIONDETAILS

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NOT FORCONSTRUCTION

TRAV IS J. MITCHELL

081539

ST A T E OF NEW Y O

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L ICENSED PROFESSIONAL ENG

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WRAP AND KEY EROSION CONTROL BLANKET INTO EXISTING SOIL AT TOP OF SLOPE. (10" WIDE X 8" DEEP TRENCH)

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2 ROWS OF STAPLES STAGGERED, 6" O.C. EACH DIRECTION

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OVERLAP MATS 2"-4" AND PLACE STAPLES, ONE EACH CORNER OF BLANKET AND 12" O.C. ALONG BLANKET END THROUGH BOTH BLANKETS. UPSLOPE BLANKET SHALL OVERLAP DOWNSLOPE BLANKET

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EXTEND BLANKET A MINIMUM OF 3 FEET BEYOND TOE OF SLOPE. STAPLE 12" O.C. ALONG BOTTOM OF BLANKET AND AT SLOPE CHANGE

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SEED WITH EROSION SEED MIXTURE (PRIOR TO INSTALLATION OF MAT)

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MAT TO BE STAPLED @ 5' O.C. VERTICAL AND HORIZONTAL (TYP. EXCEPT WHERE NOTED)

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EXISTING TOP SOIL AFTER SITE GRADING

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(CURLEX II OR EQUAL)

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2 ROWS OF STAPLES STAGGERED, 6" O.C. EACH DIRECTION

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1 ROW OF STAPES 12" O.C.

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SIDE SEAM NOTE: SIDE SEAMS SHALL BE OVERLAPPED 2"-4" AND STAPLE 12" O.C. THROUGH BOTH BLANKETS

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NOTES: STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS. SEE BLANKET MANUFACTURER RECOMMENDATIONS FOR STAPLE TYPE AND PATTERNS.

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SYMBOL

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FLOW

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TOE OF SLOPE

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SLOPE

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100.5

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101

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102

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103

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99.5

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100

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SILT FENCE GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR STEEL "T" OR "U" POSTS (1lb per lf). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. DOWNSTREAM SIDE OF THE FABRIC. SIDE OF THE FABRIC. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: SLOPE MAXIMUM MAXIMUM STEEPNESS LENGTH (ft.) LENGTH (ft.) 2:1 25 25 3:1 50 50 4:1 75 75 5:1 OR FLATTER 100 100 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED ACRE PER 100 FEET OF FENCE, MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED ACRE PER 100 FEET OF FENCE, 14 ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT SHALL BE SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL.

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HARDWOOD POST

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SEDIMENT CONTAINMENT AREA

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PLAN

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SECTION

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SILT FENCE INSTALLATION NOTES: 1. GEOTEXTILE FABRIC AND WOVEN GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, FOLDED AND STAPLED. 4. MAINTENANCE SHALL BE PERFFORMED MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

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OR STEEL "T" OR "U" SECTION POSTS (1 lb/lf MIN.)

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UNDISTURBED GROUND

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*

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*

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UNDISTURBED GROUND

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SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES)

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WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL)

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1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK) HARDWOOD POST

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WOVEN WIRE MESH RENFORCEMENT (IF NECESSARY) MIN. 14 GAUGE WITH MAX. 6" OPENING

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TOE OF SLOPE

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RETAIN EXISTING VEGETATION, IF POSSIBLE

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EXCAVATE TRENCH, BURY SILT FENCE FABRIC AND BACKFILL/COMPACT EXCAVATED EARTH

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SILT FENCE

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H

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SYMBOL

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A

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A

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A

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A

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SECTION A-A

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SECTION B-B

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PROFILE

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CUTOFF TRENCH 18" WIDE 6" DEEP

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SLOPE

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TOE

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CONSTRUCTION SPECIFICATIONS

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1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND 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 SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOW OF THE UPSTREAM DAM. 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT 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 PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LONER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. 6. MAXIMUM DRAINAGE AREA 2 ACRES.MAXIMUM DRAINAGE AREA 2 ACRES.

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FILTER FABRIC

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CUTOFF TRENCH DESIGN BOTTOM

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FILTER FABRIC

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24" MAX @ CENTER

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X

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=

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H (FT)

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SLOPE (FT/FT)

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2

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1

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2

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SAME ELEVATION

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1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY FEET (50') FROM SENSITIVE AREAS. 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITES MUST BE WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL.

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SAND BAG

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LATH AND FLAGGING ON THREE SIDES

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10 MIL PLASTIC LINING

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DEPRESSED AREA

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SAND BAG

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10 MIL PLASTIC LINING

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LATH AND FLAGGING ON THREE SIDES

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SECTION (A-A')

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A

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A'

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1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM DRAINS OR DIRECTLY ONTO GROUND 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. 3. PLACE A SECURE NON COLLAPSING, NON-WATER COLLECTING COVER PLACE A SECURE NON COLLAPSING, NON-WATER COLLECTING COVER OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW. 4. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL STATE. 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH NEW POLY SHEETING AFTER EACH CLEANING).

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MAINTENANCE AND CLEANING

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1. THE AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL THE AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER-SIZED THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER-SIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED. MAXIMUM HEIGHT OF EMBANKMENT SHALL BE 5 FEET, MEASURED AT CENTERLINE OF EMBANKMENT. 3. ALL FILL SLOPES SHALL BE 2:1 OR FLATTER, CUT SLOPES 1:1 OR FLATTER ALL FILL SLOPES SHALL BE 2:1 OR FLATTER, CUT SLOPES 1:1 OR FLATTER 4. EXCAVATION OF THE TOP OF ANY DIKE DIRECTING WATER INTO TRAP MUST EQUAL OR EXCEED THE HEIGHT OF THE EMBANKMENT EXCAVATION OF THE TOP OF ANY DIKE DIRECTING WATER INTO TRAP MUST EQUAL OR EXCEED THE HEIGHT OF THE EMBANKMENT 5. STORAGE AREA PROVIDED SHALL BE FIGURED BY COMPUTING THE VOLUME AVAILABLE BEHIND THE OUTLET CHANNEL UP TO AN STORAGE AREA PROVIDED SHALL BE FIGURED BY COMPUTING THE VOLUME AVAILABLE BEHIND THE OUTLET CHANNEL UP TO AN ELEVATION OF ONE (1) FOOT BELOW THE LEVEL WEIR CREST 6. FILTER CLOTH SHALL BE PLACED OVER THE BOTTOM AND SIDES OF THE OUTLET CHANNEL PRIOR TO TO PLACEMENT IN STONE. FILTER CLOTH SHALL BE PLACED OVER THE BOTTOM AND SIDES OF THE OUTLET CHANNEL PRIOR TO TO PLACEMENT IN STONE. SECTIONS OF FABRIC MUST OVERLAP AT LEAST 1 FOOT WITH SECTION NEAREST THE ENTRANCE PLACED ON TOP. FABRIC SHALL BE EMBEDDED AT LEAST 6 INCHES INTO EXISTING GROUND AT ENTRANCE OUTLET CHANNEL.S 7. STONE USED UN THE OUTLET CHANNEL SHALL BE 4 TO 8 INCH RIP-RAP. TO PROVIDE A FILTERING EFFECT, A LAYER OF FILTER STONE USED UN THE OUTLET CHANNEL SHALL BE 4 TO 8 INCH RIP-RAP. TO PROVIDE A FILTERING EFFECT, A LAYER OF FILTER CLOTH SHALL BE EMBEDDED 1 FOOT WITH SECTION NEAREST ENTRANCE PLACED ON TOP. FABRIC SHALL BE EMBEDDED AT LEAST 6 INCHES INTO EXISTING GROUND AT ENTRANCE OUTLET CHANNEL. 8. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO THE SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO THE 12 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH AN MANNER IT WILL NOT ERODE. 9. THE STRUCTURE SHALL BE REPAIRED AFTER EACH RAIN AND REPAIRED AS NEEDED THE STRUCTURE SHALL BE REPAIRED AFTER EACH RAIN AND REPAIRED AS NEEDED 10. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER EROSION AND WATER POLLUTION ARE MINIMIZED CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER EROSION AND WATER POLLUTION ARE MINIMIZED 11. THE STRUCTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN DRAINAGE AREA HAS BEEN PROPERLY STABILIZED THE STRUCTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN DRAINAGE AREA HAS BEEN PROPERLY STABILIZED 12. DRAINAGE FOR THIS AREA IS LIMITED TO 5 ACRES OR LESS DRAINAGE FOR THIS AREA IS LIMITED TO 5 ACRES OR LESS 13. SEDIMENT TRAPS SHALL BE IN PLACE FOR ONLY ONE CONSTRUCTION SEASON. IF NEEDED FOR MORE THAN ONE CONSTRUCTION SEDIMENT TRAPS SHALL BE IN PLACE FOR ONLY ONE CONSTRUCTION SEASON. IF NEEDED FOR MORE THAN ONE CONSTRUCTION SEASON A SEDIMENT BASIN (IN ACCORDANCE WITH THE "NYS STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL" SHALL BE USED.

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EXCAVATE FOR STORAGE

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STORAGE LIMIT

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EXISTING GROUND

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1:1 MAX

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2:1 MAX

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2:1 MAX

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FILTER CLOTH (EMBEDDED MIN 4' AT UPSTREAM END)

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MIN 1% FALL

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MAX DEPTH OF FLOW

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FILTER CLOTH

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STONE THICKNES=1'

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STONE SIZE TO BE 4" TO 8"

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WEIR CREST

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TOP OF COMPACTED EMBANKMENT MIN. 1' ABOVE TOP OF STONE LINING MAX 5' ABOVE EXISTING GROUND AT CENTERLINE

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MAX SLOPE 2:1

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WEIR CREST TO BE 12A BELOW EXISTING GROUND AT CENTERLINE OF EMBANKMENT

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CHANNEL SIDE FORMED BY COMPACTED EMBANKMENT OR EXCAVATED INTO EXISTING GROUND

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STONE LINED OUTLET AS PER TABLE ST-VI (CHANNEL MAY BE CURVED TO FIT EXISTING TOPOGRAPHY)

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FLARE APRON TO EQUAL 1.5XB AT END

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COMPACTED EMBANKMENT

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DESIGN CALCULATIONS CONTRIBUTING AREA = A: 3.30, B: 4.32 ACRES MIN SIZE = 3,600 CF/ACRE MIN SIZE = A: 11,880 CF, B: 15,552 CF 11,880 CF, B: 15,552 CF 11,880 CF, B: 15,552 CF (MAINTAIN 2:1 LENGTH TO WIDTH RATIO)

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DRAINAGE AREA

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STORAGE REQUIRED

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OUTLET LENGTH

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STORAGE DEPTH (BELOW OUTLET)

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EMBANKMENT HEIGHT

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TRAP I.D.

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TYPE OF TRAP

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3.30 AC

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11,880 CF

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15 FT

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2 FT

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2 FT

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A

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4.32 AC

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15,552 CF

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15 FT

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2 FT

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2 FT

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B

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STONE OUTLET

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DESIGN SUMMARY TABLE

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EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES 1V:3H OR GREATER. PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: PERIMETER PROTECTION USING SILT FENCES INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES STORM SEWER, CURBS AND GUTTERS STABILIZED CONSTRUCTION EXIT POINTS STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT INSPECTION AND MAINTENANCE REPORTS. I) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT.

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ADDITIONAL EROSION CONTROL AND GRADING NOTES: 1. MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT WILL BE WILL BE BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. 2. SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. 3. SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%. 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. 5. TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 6. SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. 7. ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). 8. EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES: EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES: AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U-SHAPED STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTERER'S INSTRUCTIONS. 9. STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. 10. VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. 11. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY TEMPORARY/PERMANENT KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS.

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SEQUENCE OF CONSTRUCTION ACTIVITIES: 1. CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. 2. NSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN NSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN AND OTHER LOCATIONS AS NECESSARY TO STABILIZE THE SITE. 3. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. 4. FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. 5. COMMENCE SITE GRADING AND CONSTRUCTION. COMMENCE SITE GRADING AND CONSTRUCTION. 6. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. 7. INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. 8. FINALIZE PAVEMENT SUBGRADE PREPARATION. FINALIZE PAVEMENT SUBGRADE PREPARATION. 9. CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION HAY BALES MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT LOCATIONS SHOWN ON THE PLANS. 10. REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. 11. INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. 12. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING CARRY OUT FINAL GRADING AND SEEDING AND PLANTING 13. REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES ARE STABILIZED. 14. REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE AREAS (THESE AREAS ARE TO BE PAVED LAST).

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DISTURBANCE NOTE: CONTRACTOR TO USE NECESSARY CONSTRUCTION METHODS AND SCHEDULING TO ENSURE THAT THE TOTAL DISTURBANCE ON THE SITE IS LIMITED TO LESS THAN 5 ACRES AT ANY ONE TIME.

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SOIL RESTORATION: AS PER CHAPTER 5 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL, SOIL RESTORATION IS REQUIRED ON THIS SITE IN ALL NON-IMPERVIOUS AREAS ONCE FINAL SUBGRADE ELEVATION IS ACHIEVED. IN AREAS OF CUT OR FILL THE SOILS SHALL BE AERATED AND 6 INCHES OF TOPSOIL SHALL BE APPLIED. IN AREAS OF HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 25 FEET FROM BUILDING, BUT NOT WITHIN 5 FEET OF FOUNDATION WALLS) THE FOLLOWING RESTORATION MUST BE 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, 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 SOIL. 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 INCHES AND LARGER SIZE ARE CLEANED ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 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.

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SYMBOL

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PROFILE

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PLAN VIEW

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EXISTING GROUND

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EXISTING PAVEMENT

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1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. THICKNESS - NOT LESS THAN SIX(6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 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 ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE 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. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

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FILTER CLOTH

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MOUNTABLE BERM (OPTIONAL)

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EXISTING PAVEMENT

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4' HIGH ORANGE POLYETHYLENE LAMINAR SAFETY NETTING WARNING FENCE, TYP.

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METAL FENCE POST EVERY 5'

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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SCALE:

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SHEET TITLE:

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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JCD

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EROSION CONTROL BLANKET

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3

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7

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NOT TO SCALE

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SILT FENCE

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5

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7

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NOT TO SCALE

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CHECK DAM

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1

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7

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NOT TO SCALE

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CONCRETE WASHOUT FACILITY

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2

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7

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NOT TO SCALE

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STONE OUTLET SEDIMENT TRAP

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4

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7

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NOT TO SCALE

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STABILIZED CONSTRUCTION ENTRANCE

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6

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7

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NOT TO SCALE

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TEMPORARY CONSTRUCTION FENCE

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7

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7

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NOT TO SCALE

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E

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X

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C

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E

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L

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S

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I

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R

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O

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TRAVIS

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P.E. 81,539

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MITCHELL

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NYS P1-7

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SIGN TO BE PLACED IN FRONT OF ACCESS AISLE NOTE: AS PER NYS DEPARTMENT OF TRANSPORTATION STANDARDS (NYSDOT)

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GREEN BORDER BORDER

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WHITTE BACKGROUND

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2.50 GALV. U-POST EMBEDDED 3'-0" BELOW GRADE

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NOTE: USE THIS SIGN WHEN THERE IS NO SUPERSEDING LOCAL SIGNAGE REQUIREMENT.

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MATCH TOP OF SIGN HEIGHTS WHEN PLACED ADJACENTLY TO EACH OTHER

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R7-8

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NOTE: USE THESE SIGNS WHEN THERE IS NO SUPERSEDING LOCAL SIGNAGE REQUIREMENT.

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SIGN TO BE PLACED IN FRONT OF PARKING SPACE

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NY

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R7-8a

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ONE OUT OF EVERY EIGHT ACCESSIBLE PARKING SPACES, BUT ALWAYS AT LEAST ONE, MUST BE VAN-ACCESSIBLE

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*

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*

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WHITE BACKGROUND

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BLUE BACKGROUND WITH WHITE "RESERVED" SYMBOL

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GREEN LETTERING

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GREEN BORDER

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GREEN BORDER

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R7-8

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NOTE: USE THIS SIGN WHEN THERE IS NO SUPERSEDING LOCAL SIGNAGE REQUIREMENT.

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SIGN TO BE PLACED IN FRONT OF PARKING SPACE

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NY

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WHITE BACKGROUND

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GREEN LETTERING

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GREEN BORDER

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84" MIN. IN PAVED AREAS

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GREEN LETTERING

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GREEN LETTERING LETTERING

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SIDEWALK

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TYPICAL PARKING SPACE (NON-HANDICAP)

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FREE STANDING RESERVED SIGN (NO. NY R7-8, WITH DOUBLE ARROW) (12"x18") 6'-0" MOUNT HT.(12"x18") 6'-0" MOUNT HT.

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FREE STANDING NO PARKING ANYTIME SIGN (NO. R7-1) (12"x18") 6'-0" MOUNT HT.

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EDGE OF PAVEMENT

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4" WIDE PARKING LINES PAINTED WHITE

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STANDARD "RESERVED" SYMBOL PAINTED LIGHT BLUE

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NO-PARKING STRIP PAINTED WITH 8" DIAGONAL LINES WITH 2'-0" SEPARATION

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1-1/2" (AFTER COMPACTION) TOP COURSE N.Y.S. D.O.T. ITEM 403.16 TYPE 6F

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WOVEN GEOTEXTILE CONSTRUCTION FABRIC MIRAFI HP 270 OR EQUAL AS PER SPECIFICATIONS OF GEOTECHNICAL ENGINEER

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2-1/2" (AFTER COMPACTION) BINDER COURSE N.Y.S. D.O.T. ITEM 403.13 TYPE 3

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12" SUBBASE COURSE (AFTER COMPACTION) TO CONFORM TO N.Y.S.D.O.T. ITEM 304.03 TYPE 2. MAX. 8% FINES. MIN. C.B.R. 20%. FINE GRADE TO WITHIN ±1/4" OF TRUE GRADE. COMPACT TO MINIMUM 95% MODIFIEDPROCTOR MAXIMUM DENSITY.

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SUBGRADE TO BE COMPACTED TO MIN. 90% MODIFIED PROCTOR MAX. DENSITY PROOF ROLLED (MIN. 10 TON STATIC). ALL UNSTABLE AREAS SHALL BE EXCAVATED AND REPLACED WITH SUBBASE MATERIAL. FINE GRADE TO ±1/2".

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THIS PRELIMINARY PAVEMENT DESIGN ASSUMES THAT EXISTING SUBGRADE CONDITIONS CONSIST OF CLEAN GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE.PRIOR TO CONSTRUCTION, THE OWNER SHALL VERIFY THE EXISTING SUBGRADE CONDITIONS USING A GEOTECHNICAL ENGINEERING CONSULTANT, TO DETERMINE THE FINAL PAVEMENT DESIGN

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NOTES:

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PAVEMENT SECTION AS PER GEOTECHNICAL ENGINEER NAME LOUCKS LOUCKS DATE 1/29/2019 1/29/20191/29/2019

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FINISH GRADE PER PLANS

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EXTEND SUBBASE 12" MIN. PAST FINISHED EDGE OF ASPHALT. WARP WITH WOVEN FABRIC.

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NOTE: FLAG POLE SHALL EXTEND 25' ABOVE GRADE AND SHALL BE SIZED TO ACCOMMODATE THE LOCAL WIND CONDITIONS AND EXISTING FLAG. FLAG POLE TO BE CAPPED WITH SOLAR POWER DOWN LIGHT TO BE APPROVED BY ENGINEER AND OWNER.

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ALUMINUM FLASH COLLAR

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HARDWOOD WEDGES

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SLOPED TOP

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FINISHED GRADE

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CAST IN PLACE CONCRETE FLAG POLE FOUNDATION WITH 1" x 45° CHAMFERAT TOP EDGES

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DRY SAND TIGHTLY TAMPED AFTER ALIGNING FLAG POLE

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BLACK ASPHALTUM PAINT ON SURFACE OF FLAG POLE BELOW GRADE

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16 GUAGE HOT DIPPED GALVANIZED STEEL FOUNDATION SLEEVE

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STEEL CENTERING WEDGES

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STEEL SUPPORT PLATE

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UNDISTURBED OR COMPACTED EARTH

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3/4" GROUND ROD LIGHTENING PROTECTION

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ALUMINUM FLAG POLE 30' TALL

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CONVEX CAP

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FILL W/ 3500 PSI CONC.

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6" DIA. STEEL PIPE PAINTED YELLOW, 2 COATS INDUSTRIAL ENAMEL.

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MIN. TOTAL 4" ASPHALT PAVEMENT PER GEOTECH ENGINEER (SEE PAVEMENT DETAIL)

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12" #2 STONE UNDER PAVEMENT (TYP)

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SUBGRADE TO BE PER GEOTECH FINAL PAVEMENT DESIGN. SEE PAVEMENT DETAIL FOR MORE INFORMATION

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HEAVY DUTY WOVEN FABRIC

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4" REINFORCED CONCRETE 4000 PSI

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INSTALL 6"X6" W1.4XW1.4 WIRE MESH REINFORCEMENT 2" BELOW FINISH GRADE.

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12" SUBBASE COURSE (AFTER COMPACTION) TO CONFORM TO N.Y.S.D.O.T. ITEM 304.03 TYPE 2. MAX. 8% FINES. MIN. C.B.R. 20%. FINE GRADE TO WITHIN ±1/4" OF TRUE GRADE.COMPACT TO MINIMUM 95% MODIFIED PROCTOR MAXIMUM DENSITY.

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SUBGRADE TO BE COMPACTED TO MIN. 95% MODIFIED PROCTOR MAX. DENSITY & PROOF ROLLED (MIN. 10 TON STATIC). ALL UNSTABLE AREAS SHALL BE EXCAVATED AND REPLACED WITH SUBBASE MATERIAL. FINE GRADE TO ±1/2".

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1. PLACEMENT AND FORMING OF ALL JOINTS SHALL BE IN CONFORMANCE WITH ACI PLACEMENT AND FORMING OF ALL JOINTS SHALL BE IN CONFORMANCE WITH ACI COMMITTEE REPORT 332 R-84. 2. CONTRACTOR TO SUBMIT JOINT LAYOUT PLAN FOR APPROVAL PRIOR TO CONTRACTOR TO SUBMIT JOINT LAYOUT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 3. ALL EXPOSED SURFACES SHALL BE SLOPED SUFFICIENTLY TO SHED WATER ALL EXPOSED SURFACES SHALL BE SLOPED SUFFICIENTLY TO SHED WATER (1/4" PER FOOT STANDARD) CLASS B BROOM FINISH ALIGN JOINTS WITH CURBING OR AT 5 FT. INTERVALS (SEE NOTE). 4. THIS PRELIMINARY SIDEWALK DESIGN ASSUMES THAT EXISTING SUBGRADE THIS PRELIMINARY SIDEWALK DESIGN ASSUMES THAT EXISTING SUBGRADE CONDITIONS CONSIST OF CLEAN GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE OWNER SHALL VERIFY THE EXISTING SUBGRADE CONDITIONS USING A GEOTECHNICAL ENGINEERING CONSULTANT, TO DETERMINE THE FINAL PAVEMENT DESIGN.

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NOTES:

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WOVEN GEOTEXTILE CONSTRUCTION FABRIC MIRAFI HP 270 OR EQUAL AS PER SPECIFICATIONS OF GEOTECHNICAL ENGINEER

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FLOW

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PAVEMENT AND SUBBASE PER DETAILS

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NON WOVEN GEOTEXTILE FABRIC SUCH AS GEOTEXT 451 OR APPROVED EQUAL.

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EXTEND FABRIC TO GRADE

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FLOW

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CLEAN WASHED CRUSHED STONE 1 "-2 " SIZE. TOP OF STONE 12"-2 " SIZE. TOP OF STONE 12" SIZE. TOP OF STONE TO BE LEVEL WITH PAVEMENT.

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EXTEND FABRIC OVER STONE SUBBASE

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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SCALE:

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SHEET TITLE:

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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FINAL PLANS

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2/14/20

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JCD

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ADA ACCESSIBLE PARKING SIGNAGE

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1

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8

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NOT TO SCALE

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PARKING STRIPING AND DIMENSIONING

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2

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8

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HEAVY DUTY PAVEMENT

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4

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8

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FLAG POLE BASE

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5

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8

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GENERAL NOTES:

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THE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED PRIOR TO FINAL APPROVAL OF ALL PLANS AND SECURING OF ALL PERMITS AND FILING OF ALL MAPS. CONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL DESIGN PARTNERSHIP AND MUNICIPALITY PRIOR TO CONSTRUCTION. FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP AND THE MUNICIPALITY'S ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS TO VERIFY THAT ALL NECESSARY WORK PERMITS AND EASEMENTS ARE IN PLACE PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND TAKE ALL SPECIAL TEMPORARY AND PERMANENT PRECAUTIONS NECESSARY TO ENSURE A STABLE AND SECURE JOB. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY TOWN, COUNTY OR STATE HIGHWAY CUT PERMITS. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND EASEMENTS PRIOR TO CONSTRUCTION AND BECOME FAMILIAR WITH THE CONDITIONS OF EACH PERMIT. THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND RIGHT-OF-WAY PROPERTY LINES PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES SUCH AS GAS, POWER, TELEPHONE, CABLE TV, WATER, SEWER, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. AS PER NYS INDUCTRIAL CODE 53: CONTRACTOR TO CALL DIG SAFELY NEW YORK, INC. AT 1-800-962-7962 TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. CONTRACTOR MUST VERIFY THE ACCEPTABILITY OF ALL CONSTRUCTION MATERIALS WITH MUNICIPALITY'S ENGINEER PRIOR TO ORDERING. INSTALLATION AND MATERIAL SPECIFICATIONS FOR STORM SEWER, SANITARY SEWER, WATER SERVICE CONNECTIONS SHALL CONFORM TO THE MUNICIPALITY'S STANDARD DETAILS AND REQUIREMENTS. INSTALLATION PROCEDURES AND MATERIALS MUST BE VERIFIED WITH MUNICIPALITY PRIOR TO CONSTRUCTION. ANY EXISTING STORM SEWERS AND UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE THEIR EXACT LOCATION CHECKED AT THE SITE BEFORE CONSTRUCTION BEGINS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES WHICH RESULT MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND REVIEW WITH CONSULTANT BEFORE CONSTRUCTION. PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING SEWER AT THE CONNECTION POINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM. ANY EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE DISCREPANCIES MUST BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND STANDARDS. THE CONTRACTOR SHALL FILL IN, AND RE-EXCAVATE, AS NECESSARY TO RESUME WORK, ANY EXCAVATIONS OR TRENCHES AT LOCATIONS AND AS OFTEN AS MAY BE REQUIRED TO ENSURE PROTECTION OF THE WORK, ANY ADJACENT EXISTING FACILITIES, OR THE PUBLIC. THE CONTRACTOR SHALL CLEAN UP THE JOB SITE DAILY BEFORE LEAVING THE JOBSITE. ALL RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT MUST BE PROPERLY TAKEN CARE OF AND STORED AT THE END OF THE DAY. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND SAFETY DURING CONSTRUCTION. THE CONTRACTOR SHALL FURNISH ALL FLAGMEN AND SIGNS, DELINEATORS, BARRIERS, AND DEVICES NECESSARY FOR TRAFFIC CONTROL DURING ANY EARTH-MOVING OPERATION OR OTHER CONSTRUCTION ACTIVITY WHICH INVOLVES PUBLIC HIGHWAYS. ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED DURING CONSTRUCTION WITHIN CONTRACT LIMIT LINES, SHALL BE RELOCATED AS PER APPROVAL OF MUNICIPALITY. RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A CONDITION EQUAL TO OR BETTER THAN PRECONSTRUCTION CONDITIONS. ALL PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE DONE TO THE SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPAL HIGHWAY DEPARTMENT. CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALLS, CURBS, FENCES, ETC. TO A CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED. BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH AGAINST OR NEAR THEM. SHRUBS AND HEDGES THAT MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED OR REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. POSTS, MAILBOXES, ETC. SHALL BE PROTECTED, OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. IT MAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING CONSTRUCTION. THIS SHOULD BE ACCOMPLISHED IN COOPERATION WITH UTILITY COMPANIES. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY EASEMENTS OR R.O.W. AS SHOWN. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION (PROPER SHORING, ETC.). SIDE SLOPES GRATER THAN 1:3 WILL REQUIRE GUIDE RAILS (1-FOOT VERTICAL, 3-FOOT HORIZONTAL). ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. WHERE ACCESS OR WORK OUTSIDE OF PROPERTY BOUNDARY IS NECESSARY, THE PERMISSION OF ADJOINING PROPERTY OWNER MUST FIRST BE OBTAINED. SITE SURVEYOR TO VERIFY ELEVATIONS OF EXISTING ROAD CENTERLINE AND SHOULDER PRIOR TO COMMENCING WORK. CONTRACTOR IS TO CONFIRM THIS WITH SITE SURVEYOR. WHERE APPROPRIATE, SITE LAYOUT AND GRADING WORK SHALL BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. LANDSCAPE ARCHITECT SHALL APPROVE ALL LAYOUT WORK PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER AFTER ROUGH GRADING IS COMPLETED. FINISH GRADES TO BE ADJUSTED IN THE FIELD AFTER INITIAL GRADING IS COMPLETED. ALL CHANGES IN PROPOSED GRADES TO BE APPROVED BY OWNER AND ENGINEER. ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BE TOPSOILED AND SEEDED. ALL PHYSICAL FEATURES INCLUDING SIDEWALKS, CURBING, DECKS, LAMPS, STAIRS, ETC. WITHIN FIVE FEET OF EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE TO BE CONSTRUCTED PER ARCHITECTURAL PLANS. IT IS NOT THE INTENT OF THESE DOCUMENTS TO ADDRESS SUCH DETAILS, WHICH ARE SHOWN ONLY FOR THE PURPOSE OF CONTINUITY BETWEEN THE SITE PLAN AND THE ARCHITECTURAL PLANS. PROVISIONS FOR STORMWATER COLLECTION AND DRAINAGE PERTAINING TO THE ROOF AND TO PHYSICAL FEATURES WITHIN FIVE FEET OF THE EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE THE RESPONSIBILITY OF THE ARCHITECT. ALL VERTICAL GRADE CHANGES GREATER THAN 30 INCHES SHALL BE PROVIDED WITH SAFETY BARRIERS AS PER NYS BUILDING CODE (FENCES, RAILINGS, ETC. PER OWNER). SPECIFICATIONS FOR SITE LIGHTING ARE PER TOWN REQUIREMENTS/QUALIFIED PHOTOMETRIC ENGINEER RETAINED BY OWNER. PRELIMINARY PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS ASSUME EXISTING SUBGRADE CONSISTS OF CLEAN, GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE PROJECT OWNER SHALL HAVE THE EXISTING SUBGRADE CONDITIONS EVALUATED BY A GEOTECHNICAL ENGINEER, WHO SHALL DETERMINE FINAL PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS. THE OWNER ASSUMES ALL RESPONSIBILITY FOR PAVEMENTS AND SIDEWALKS CONSTRUCTED WITHOUT A FINAL DESIGN, SHOULD HE CHOOSE NOT TO HIRE A GEOTECHNICAL ENGINEER. FILL AREAS SHALL BE STRIPPED OF SOD, TOPSOIL AND UNSUITABLE MATERIAL AND BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH NYSDOT 203-3.09. EXCEPT RAISED WASTEWATER ABSORPTION FIELD AREA LIMITS. FILLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-3.10, EMBANKMENTS. COMPACTION AND LIFT THICKNESS SHALL BE IN ACCORDANCE WITH NYSDOT 230-3.12. CONTROLLED FILL AREAS: CONTROLLED, RELATIVELY CLEAN (12% MAX PASSING #200 SIEVE), GRANULAR FILL SHALL BE SPREAD IN LIFTS NOT EXCEEDING 12" IN LOOSE THICKNESS. THESE MATERIALS SHALL BE COMPACTED TO A MINIMUM 95% OF THE MAXIMUM ASTM SPECIFICATION D 1557-91 DENSITY, MODIFIED PROCTOR. ALL CONTROLLED FILL SHALL BE FREE OF ORGANIC AND/OR FROZEN MATERIALS. EMBANKMENT SUBGRADE AREA (TWO FEET BELOW SUBGRADE ELEVATION) SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-2.02B., SELECT BARROW AND SELECT FILL, COMPACTED PER 203-3.12. ALL AREAS OF THE SUBGRADE SURFACE WITHIN THE ROADWAY OR OTHER PAVEMENT AREA LIMITS SHALL BE PROOF-ROLLED, WITH UNSTABLE AREAS CORRECTED TO THE SATISFACTION OF THE ENGINEER, PRIOR TO PLACEMENT OF SUBBASE MATERIALS, BOTH EMBANKMENT AND CUT AREAS, IN ACCORDANCE WITH NYSDOT 203-3.13& 203-3.14.

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FILL SPECIFICATIONS ARE CONSIDERED MINIMAL AND ARE SUBJECT TO CHANGE UPON DISCOVERY OF UNFAVORABLE SITE SOIL CONDITIONS AND/OR BY A GEOTECHNICAL ENGINEER RETAINED BY THE OWNER/DEVELOPER ALL GRAVITY SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR-26 HEAVY WALL SEWER PER ASTM D3034, 115 PSI MINIMUM PIPE STIFFNESS FOR BURIAL DEPTHS UP TO 20 FEET UNLESS NOTED OTHERWISE PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING SEWER AT THE CONNECTION POINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM. ANY EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. ALL GRAVITY SEWERS SHALL HAVE CONTINUOUS STRAIGHT HORIZONTAL & VERTICAL ALIGNMENT (LINE & GRADE) BETWEEN STRUCTURES PER NYSDEC REQUIREMENTS AND TEN STATES STANDARDS. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL SANITARY STRUCTURES SUCH THAT THEY DO NOT INFILTRATE WATER AS DETERMINED BOTH BY VACUUM TESTING IN ACCORDANCE WITH ASTM C1244-05 PRIOR TO BACKFILLING AND VISUALLY THEREAFTER. ALL PIPES SHALL BE PLUGGED, BRACED, AND/OR BLOCKED TO PREVENT IMPLOSION DURING VACUUM TESTING. THE CONTRACTOR SHALL MAKE ALL MATERIAL REPLACEMENTS AND/OR REPAIRS TO ACCOMPLISH THIS. PRESSURE SEWER MAIN PIPE SHALL BE: PR 200 PSI MIN. WHITE OR GREEN COLORED (NOT BLUE) PVC SDR-21*, PE 4710 DIPS DR-11 (PR 200 PSI) GREEN STRIPE. LOW-PRESSURE SEWER SERVICE PIPE SHALL BE: PR 200 PSI MIN. GASKETED (1-1/2″ MIN.) PVC SDR-21*, PE 4710 GREEN-SHELL OR GREEN STRIPE IPS (ASTM D3035) DR-11 OR CTS SODR-9 (ASTM MIN.) PVC SDR-21*, PE 4710 GREEN-SHELL OR GREEN STRIPE IPS (ASTM D3035) DR-11 OR CTS SODR-9 (ASTM D2737) UPSIZED ¼-INCH OR AS NOTED ON THE PLANS. *EXCEPTION: PVC IS NOT ALLOWED TO BE USED ON SARATOGA -INCH OR AS NOTED ON THE PLANS. *EXCEPTION: PVC IS NOT ALLOWED TO BE USED ON SARATOGA COUNTY SEWER DISTRICT NO. 1 PERMITTED PROJECTS. ALL PRESSURE SANITARY SEWER PIPE SHALL BE BURIED WITH TRACER WIRE SECURED TO THE PIPE WITH GORRILLA TAPE. TRACER WIRE SHALL BE 12 AWG, SINGLE CONDUCTOR, HIGH STRENGTH, FLEXIBLE, STRANDED STAINLESS STEEL, WITH HMWPE GREEN-COLORED INSULATION SUCH AS #10 AS MANUFACTURED BY KRIS-TECH WIRE CO. MAIN BRANCHES AND SERVICE CONNECTIONS SHALL BE MADE WITHOUT CUTTING THE MAIN WIRE, USING 3-WAY DIRECT-BURY LUGS WITH SILICONE GEL ENCAPSULATOR. SPLICES AT ROLL ENDS SHALL BE MECHANICALLY AND ELECTRICALLY FASTENED BY TYING WIRE IN A KNOT AND CONNECTING EXPOSED CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS. DIRECT-BURY TRACER WIRE CONNECTORS SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC. TRACER WIRE SHALL BE BROUGHT UP 12″ MIN. ABOVE MIN. ABOVE GRADE ON THE OUTSIDE OF ALL GATE & CURB BOXES. ALL SEWER PIPE SHALL HAVE 6-INCH WIDE, GREEN-COLORED PLASTIC SEWER UTILITY I.D. MARKING TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE BACKFILL, 12″ MIN. ABOVE THE PIPE. MIN. ABOVE THE PIPE. WATER AND SEWER SEPARATION REQUIREMENTS: MINIMUM 18 INCHES VERTICAL SEPARATION IS REQUIRED BETWEEN WATER MAINS AND ANY EXISTING OR PROPOSED SANITARY AND STORM SEWER AT ALL CROSSINGS, MEASURED OUTSIDE TO OUTSIDE OF PIPES, WITH JOINTS EQUIDISTANT FROM CROSSING POINT, PER NY STATE HEALTH DEPARTMENT REQUIREMENTS. PARALLEL LINES MUST BE SEPARATED A MIN. OF 10 FEET. WHERE MINIMUM SEPARATIONS CANNOT BE MET, WITH CASE-BY-CASE-APPROVAL FROM NYS DOH: - NEW SEWERS SHALL BE CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS. -LESS THAN 10 FT. SEPARATION ONLY IF WATER MAIN IS LAID IN A SEPARATION TRENCH OR ON AN EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18″ ABOVE THE ABOVE THE TOP OF THE GRAVITY SEWER. -WHERE FORCE AND GRAVITY SEWERS PRE-EXIST: THE WATER MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDE OF THE SEWER BEING CROSSED OR, WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT. -WHERE A WATER MAIN AND/OR WATER WELLS PRE-EXIST AND A FORCE MAIN IS BEING CONSTRUCTED: THE FORCE MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDES OF THE WATER MAIN BEING CROSSED; WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT.; OR TO A POINT WHERE THE ENDS OF THE CASING PIPE ARE 150 FT. MIN. FROM ANY WATER WELL. ALL WATER MAIN WORKS SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE WITH AWWA STANDARD C651-14 (SEE DISINFECTION PROCEDURE ON WATER DETAIL SHEET). RESULTS TO BE SUBMITTED TO THE MUNICIPAL ENGINEER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO PREVENT SETTLEMENT. TOP TRENCH WITH 12" MIN. APPROVED GRAVEL IN PAVED AREAS AND ALONG SIDE OF EXISTING ROAD FOR SHOULDER BASE. REPLACE DAMAGED PAVEMENTS WITH LIKE KIND AND LIKE THICKNESS. ALL PE 4710 (3408) WATER SERVICE TUBING SHALL BE NSF/AWWA CERTIFIED AND HAVE BLUE STRIPES OR BE COLORED BLUE. ALL WATER PIPE AND APPURTENANCES SHALL BE EITHER NSF OR UL APPROVED FOR USE WITH POTABLE WATER AND SHALL BEAR THEIR RESPECTIVE SEAL. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ADHERE STRICTLY TO ALL RELEVANT NYS OSHA LABOR SAFETY STANDARDS INCLUDING, BUT NOT LIMITED TO, THOSE RELATING TO CONSTRUCTION SAFETY AND TRENCH SHORING. THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT OR OBLIGATION FOR PERFORMING ANY OR ALL TOWN, COUNTY OR STATE REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. SUCH INSPECTION SERVICES IF PERFORMED BY THIS OFFICE SHALL BE ESTABLISHED BY SEPARATE CONTRACT. ALL GENERAL AND SPECIFIC NOTES AND DETAILS ON OTHER PLAN SHEETS THAT ARE PART OF THESE PLANS SHALL APPLY. ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES SUCH AS GAS, WATER, TELEPHONE, POWER, CABLE TV, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. AS PER NYS INDUSTRIAL CODE 53, CONTRACTOR TO CALL 1-800-962-7962 TO LOCATE BURIED OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. POTABLE WATER SERVICE TUBING TO BE: -PE 4710 BLUE WATER SERVICE TUBING (CTS) ASTM D2737 SODR-9 OR AS PER ARCHITECT ALL PLASTIC WATER MAIN AND WATER SERVICE TUBING SHALL BE BURIED WITH TRACER WIRE SECURED TO THE PIPE WITH GORILLA TAPE. BLUE-COLORED #10 BY KRIS-TECH WIRE CO. MAIN BRANCHES AND SERVICE CONNECTIONS SHALL BE MADE WITHOUT CUTTING THE MAIN WIRE, USING 3-WAY DIRECT-BURY LUGS WITH SILICONE GEL ENCAPSULATOR. SPLICES AT ROLL ENDS SHALL BE MECHANICALLY AND ELECTRICALLY FASTENED BY TYING WIRE IN A KNOT AND CONNECTING EXPOSED CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS. DIRECT-BURY TRACER WIRE CONNECTORS SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC. TRACER WIRE SHALL BE BROUGHT UP 12″ MIN. ABOVE GRADE ON THE MIN. ABOVE GRADE ON THE OUTSIDE OF ALL HYDRANTS, GATE & CURB BOXES. ALL WATER PIPE SHALL HAVE 6-INCH WIDE, BLUE-COLORED PLASTIC WATER UTILITY I.D. MARKING TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE BACKFILL, 12″ MIN. ABOVE THE PIPE. MIN. ABOVE THE PIPE. ALL STORM SEWER PIPE TO BE DUAL WALL HIGH-DENSITY POLYETHYLENE WITH SMOOTH INTERIOR AND ANNULAR CORRUGATED EXTERIOR. PIPE JOINTS ARE TO BE SILT-TIGHT WITH EITHER INTEGRAL BELL & SPIGOT JOINTS WITH RUBBER GASKETS MEETING ASTM F477, SILT-TIGHT PREMIUM BAND COUPLERS WITH RUBBER GASKETS OR STANDARD BAND COUPLERS WRAPPED WITH NON-WOVEN GEOTEXTILE FABRIC 4-FEET WIDE AND OVERLAPPED AT EACH END. WATERTIGHT JOINTS ARE REQUIRED WHERE PE PIPE IS SPECIFIED FOR SMA BASIN INLET PIPE AND FITTINGS. THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT WITH, OR OBLIGATION FOR, PERFORMING ANY OR ALL TOWN, COUNTY, OR STATE REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. SUCH INSPECTION SERVICES, IF PERFORMED BY THIS OFFICE, SHALL BE ESTABLISHED BY SEPARATE CONTRACT. IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK IS NOT PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), EDP WILL NOT BE HELD RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR LIABILITY OF WHATEVER KIND AND NATURE RESULTING FROM FIELD CHANGES AND/OR ERRORS WHICH EDP WOULD OTHERWISE HAVE HAD AN OPPORTUNITY TO CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL THE PROJECT THROUGH STAKEOUT AND INSPECTION. CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE HONORED ONLY IF CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR IMMEDIATELY UPON DISCOVERY AND BEFORE ANY CONTROL STAKES ARE DISTURBED. IF, AFTER VERIFICATION, IT IS DETERMINED THAT NO STAKEOUT ERROR OCCURRED, THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR ADDITIONAL EXPENSES INCURRED FOR SUCH VERIFICATION. ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENVIRONMENTAL DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY, OTHERWISE, THE ENVIRONMENTAL DESIGN PARTNERSHIP WILL ACCEPT NO RESPONSIBILITY. INSPECTION SERVICES BY THE ENVIRONMENTAL DESIGN PARTNERSHIP ARE NOT SUPERVISORY. ACCORDINGLY, THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN NEITHER GUARANTEE THE PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO FURNISH AND PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

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STEEL BOLLARD

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3

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8

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CONCRETE SIDEWALK (TYP.)

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6

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GRAVEL DIAPHRAGM

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7

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E

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X

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C

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E

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L

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S

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I

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R

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O

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TRAVIS

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P.E. 81,539

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MITCHELL

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NOTES: 1) CRUSHED STONE NOT TO EXCEED #2 IN SIZE. TO BE CLEAN, SOUND CRUSHED STONE NOT TO EXCEED #2 IN SIZE. TO BE CLEAN, SOUND AND FROM AN APPROVED NYSDOT STONE SOURCE AND/OR MEET NYSDOT STANDARD SPECIFICATIONS SECTION 703-2, COARSE AGGREGATES. SELECT GRANULAR FILL TO MEET THE FOLLOWING REQUIREMENTS: 0% IN EXCESS OF 1" 0%-70% PASSING #40 SIEVE 0%-12% PASSING #200 SIEVE

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CRUSHED STONE EQUAL MIXTURE OF #1 AND #2. FOR PIPE SIZE LESS THAN 3" DIA. USE SELECT GRANULAR FILL. FOR UNSTABLE TRENCH BOTTOM USE ADDITIONAL DEPTH OF STONE AS NECESSARY TO PROVIDE A FIRM FOUNDATION.

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1

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3

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3

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1

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A.O.B.E. = AS ORDERED BY ENGINEER

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6" MIN. FOR PIPE 12" DIA. AND SMALLER 12" MIN. FOR PIPE 14" DIA. AND LARGER

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WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A NON-WOVEN GEO-TEXTILE ENVELOPE (FABRIC EQUIVALENT TO GEOTEX 451)

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NOT INTENDED TO REPRESENT A SAFE SLOPE

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PAVEMENT OR ORIGINAL GROUND

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TRENCH SLOPES ARE GIVEN FOR MAX. PAYMENT LIMITS ONLY FOR OPEN CUT AND ARE NOT INTENDED TO REPRESENT STABLE SLOPES UNDER FIELD CONDITIONS.

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ALL BACKFILL MATERIAL TO BE PLACED IN 8" LIFTS AND BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557). DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL.

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SELECT GRANULAR FILL PLACED IN 6" LIFTS AND MECHANICALLY TAMPED OR A.O.B.E.

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6" WIDE GREEN PLASTIC LOCATOR TAPE, MARKED "CAUTION SEWER BELOW"

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TRACER WIRE REQUIRED FOR ALL PRESSURE SANITARY SEWER PIPE. USE #12 AWG STAINLESS HDD CABLE WITH GREEN-COLORED INSULATION. REFER TO GENERAL NOTES FOR WIRE AND SPLICING SPECIFICATION. TRACER WIRE SHALL BE BROUGHT UP 12" MIN ABOVE GRADE ON THE OUTSIDE OF ALL GATE & CURB BOXES. NOT REQUIRED FOR LINE & GRADE GRAVITY SEWER

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2" THICK RIGID POLYSTYRENE INSULATION (LOCATIONS WITH LESS THAN 4' COVER). EXTEND TO MIN. 4' BELOW GRADE.

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NOTE: CONTRACTORS MUST COMPLY WITH ALL LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. (OSHA & N.Y.S. D.O.T.)

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SELECTED GRANULAR FILL TO BE PLACED UNDER PAVEMENT

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SUBGRADE

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UNDISTURBED

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FINISHED GRADE

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PROPOSED GRADE; MOUND FILL OVER DISTRIBUTION BOX AND INLET PIPING

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FLOW TO ABSORPTION TRENCHES

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4" PVC DWV (TYPICAL)

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2" THICK RIGID POLYSTYRENE INSULATION. DOW 'BLUE BOARD' OR EQUAL, COVER TOP AND ALL FOUR SIDES TO TOP OF PIPES OF DISTRIBUTION BOX AND INLET PIPING WITH LESS THAN 4 FT. COVER (2-FT. MIN. WIDTH)

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CRUSHED STONE BEDDING TO TOP OF PIPE/ BOTTOM OF INSULATION (#2 SIZE MAX)

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4" PVC SOLVENT WELD DWV x 4" FNPT END

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BUSHINGS OR TAPPED PLUG AS NECESSARY TO REDUCE FROM 4" NPT TO 2" FNPT

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2" PE 4710 IPS DR-11 FORCE MAIN

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WATERWORKS BRASS PACK JOINT COUPLING x 2" MNPT

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FLOW FROM SIMPLEX PUMP PIT

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2'-1"

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5"

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1'-8"

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4"

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4" BOTTOM

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2" SUMP

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11"

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4'-0"

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OUTLETS

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(13) 4" DIA. KNOCKOUTS

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WITH HIGH DENSITY

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POLYETHYLENE PIPE SEALS.

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2'-2"

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CONCRETE:

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REINFORCEMENT:

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ENTRAINED AIR:

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MEETS ASTM C890

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4000 PSI

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ASTM A615-GRADE 60

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ASTM A185-GRADE 65

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5.0% - 9.0%

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NEW OUTLET PIPES.

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SPEED LEVELERS ON ALL

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CONTRACTOR TO PROVIDE

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3" TOP/

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1'-0" x 1'-0" TAPERED HOLE AND PLUG. COVER PLUG JOINT W/ FILTER FABRIC SUCH AS PROPEX 451 OR APPROVED EQUAL

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4" PERFORATED ADS HEAVY-DUTY-AASHTO SINGLE WALL PIPE

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SURROUND AGGREGATE WITH NON-WOVEN GEOTEXTILE ENVELOPE. GEOTEX 701 OR EQUAL

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NO. #1 CLEAN CRUSHED STONE

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ALL STONE SHALL MEET NYSDOT STD. SPECIFICATIONS SECTION 703-2, COARSE AGGREGATES

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NOTE:

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UNDISTURBED EARTH

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NON-WOVEN GEOTEXTILE ENVELOPE WITH FULL 18" OVERLAP GEOTEX 701 OR APPROVED EQUAL

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SLOPE

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SLOPE

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PUMP STATION

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PVC COATED RGS POWER CONDUIT AND COPPER CONDUCTORS TO PUMP STATION, SIZE AND AWG PER NEC OR ELECTRICAL PLAN. INSTALL GAS SEAL FITTING 18" ABOVE GRADE

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(2) 4X4 PRETREATED POSTS

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ACCESS HATCH

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34" PRESSURE TREATED PLY BOTH SIDES OF 4" X 4" POSTS

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CLASS 1, DIVISION 1 EXPLOSIVE GAS SEALS AT 18" ABOVE GRADE PER NEC

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SIMPLEX PUMP CONTROL PANEL WITH AUDIBLE AND VISUAL ALARM AND SILENCE BUTTON IN NEMA 4X ENCLOSURE BY SJE-RHOMBUS OR APPROVED EQUAL

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1-1/4" PVC-COATED RGS FLOAT SWITCH SIGNAL CONDUIT AND CONDUCTORS TO PUMP STATION. INSTALL GAS SEAL FITTING 18" ABOVE GRADE.

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PVC SCH 80 POWER CONDUIT AND COPPER CONDUCTORS TO POWER PANEL, SIZE AND AWG PER NEC OR ELECTRICAL PLAN. TRANSITION TO RGS AT PCP AND BUILDING RISERS

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EXTEND POSTS TO 4' BELOW GRADE, TYP.

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CONCRETE BLOCKS OR CRUSHED STONE

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BACKFILL POSTS WITH SELECT GRANULAR FILL, PLACED IN 8" LIFTS AND MECHANICALLY COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557). DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL.

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FOR DRY, STABLE TRENCH BOTTOM: EMBED CONDUIT IN SAND BEDDING, 4" MIN. UNDER AND 4" OVER. FOR WET OR UNSTABLE TRENCH BOTTOM: BED CONDUIT ON 6" MIN. NO. 1 CRUSHED STONE, BACKFILL CONDUIT WITH NO. 1 CRUSHED STONE OR COMPACTED SUBGRADE

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MYLAR TAPE WITH WORDING: "CAUTION - BURIED ELECTRIC LINE BELOW"

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PAVEMENT & SUB-BASE PER SECTION DETAIL OR TOPSOIL TO MATCH SITE CONDITIONS

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SCH 80 PVC CONDUIT UNLESS OTHERWISE SHOWN ON PLANS

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ALL BACKFILL MATERIAL SHALL BE COMPACTED TO 95% MIN. MODIFIED PROCTOR MAXIMUM DENSITY (ASTM D1557)

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SELECT GRANULAR FILL TO BE PLACED UNDER PAVEMENT (ENTIRE TRENCH DEPTH)

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NO ROCKS, DEBRIS IN BACKFILL

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FINISHED GRADE

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EARTH BACKFILL

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EARTH BACKFILL

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TOPSOIL FOR SETTLING

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TOP OF AGGREGATE TO BE WITHIN 6"-12" OF SURFACE

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CROSS SECTIONAL VIEW

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LONGITUDINAL VIEW

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TRENCH PROFILE

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GROUNDWATER BEDROCK OR IMPERVIOUS LAYER

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GROUNDWATER BEDROCK OR IMPERVIOUS LAYER

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4" PVC MIN.

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CRUSHED STONE OR WASHED GRAVEL " TO 1 " 34" TO 1 " 12"

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TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC OR UNTREATED BUILDING PAPER OR STRAW

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PERFORATION

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JOINT

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RAKE ANY SMEARED TRENCH WALLS

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TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC OR UNTREATED BUILDING PAPER OR STRAW

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TRENCH BOTTOM TO BE NEAR LEVEL AND RAKED

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SLOPE PIPE " - " PER FT. SPACING OF 116" - " PER FT. SPACING OF 132" PER FT. SPACING OF ABSORPTION TRENCHES 6' O.C.

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PROVIDE CAPS ON LINE ENDS

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FLOW

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A.O.B.E. = AS ORDERED BY ENGINEER

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1

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3

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3

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1

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SUBGRADE

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CRUSHED STONE

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ALL BACKFILL MATERIAL TO BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557)

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TRENCH SLOPES ARE GIVEN FOR PAYMENT LIMITS ONLY FOR OPEN CUT AND ARE NOT INTENDED TO REPRESENT STABLE SLOPES UNDER FIELD CONDITONS

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SELECTED GRANULAR FILL TO BE PLACED UNDER PAVEMENT (ENTIRE TRENCH DEPTH)

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3" WIDE PLASTIC WATER (BLUE) LOCATION TAPE APPROX. 12" OVER MAIN

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NOTE: CONTRACTORS MUST COMPLY WITH ALL LOCAL STATE & FEDERAL SAFETY REGULATIONS.

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12" PIPE O.D.

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6" FOR PIPE 12" DIA. AND SMALLER 12" FOR PIPE 14" DIA. AND LARGER

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PROPEX GEOTEX 451 GEOTEXTILE FABRIC TO PREVENT MIGRATION OF FINE SILTY SANDS INTO CRUSHED STONE BEDDING TO BE USED WHERE WET CONDITIONS ARE PRESENT NOTE:WRAP ALL STONE IN PAVED AREAS:WRAP ALL STONE IN PAVED AREAS

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MAX. PAYMENT LIMITS

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FREE-FLOWING SELECTED GRANULAR FILL PLACED IN TWO 6" LIFTS AND MECHANICALLY TAMPED TO 95% MODIFIED PROCTOR.

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#1 CRUSHED STONE (MECHANICALLY TAMPED) OR, FOR DRY TRENCH, SELECT GRANULAR FILL. NOTE:WRAP ALL STONE IN NOTE:WRAP ALL STONE IN :WRAP ALL STONE IN PAVED AREAS FOR UNSTABLE TRENCH BOTTOM USE ADDITIONAL DEPTH OF STONE AS NECESSARY TO PROVIDE A FIRM FOUNDATION..

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NOTES: 1) CRUSHED STONE NOT TO EXCEED #2 IN SIZE. TO BE CLEAN, SOUND AND CRUSHED STONE NOT TO EXCEED #2 IN SIZE. TO BE CLEAN, SOUND AND FROM AN APPROVED NYSDOT STONE SOURCE AND/OR MEET NYSDOT STANDARD SPECIFICATIONS SECTION 703-2, COARSE AGGREGATES. GRANULAR FILL TO MEET THE FOLLOWING REQUIREMENTS: 0% IN EXCESS OF 1-2" 0%-70% PASSING #40 SIEVE 0%-12% PASSING #200 SIEVE

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TRACER WIRE TO BE #10 AWG STAINLESS HDD CABLE WITH BLUE-COLORED INSULATION. REFER TO GENERAL NOTES FOR WIRE AND SPLICING SPECIFICATION. TRACER WIRE SHALL BE BROUGHT UP 12" MIN ABOVE GRADE ON THE OUTSIDE OF WELL, BUILDING, & CURB BOXES.

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STAINLESS STEEL FLOAT BRACKET, FASTEN TO TANK RISER WITH " SS WEDGE ANCHORS. 516" SS WEDGE ANCHORS. SET FLOATS TO ELEVATIONS INDICATED BELOW.

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DISCHARGE PIPE SYSTEM WITH CHECK VALVE AND TEE AS PER GOULDS MODEL A10-20 GUIDE RAIL SYSTEM. FASTEN RAIL PLATE TO STRUCTURE FLOOR WITH "x3-3/4" 38"x3-3/4" STAINLESS STEEL WEDGE ANCHORS.

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DRILL 1/4" DIA. HOLE TO ALLOW FORCE MAIN TO DRAIN BACK BETWEEN PUMP CYCLES.

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6" PVC SDR-35 AT 1% MIN.

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SANITARY TEE

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GOULDS WS03, 0.33 HP, 3886 SERIES PUMP OR APPROVED EQUAL

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STAINLESS STEEL GUIDE RAIL SYSTEM, GOULDS MODEL A10-20 OR EQUAL

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ACCESS HATCH, MODEL No. F1R3030 BY HALLIDAY PRODUCTS OR APPROVED EQUAL. TF=1497.75TF=1497.75

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GRADE TO DRAIN AWAY FROM FRAME AND COVER

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PVC SCH 80 CONDUITS AND COPPER CONDUCTORS. ONE (1) POWER CONDUIT, SIZE AND AWG PER NEC OR ELECTRICAL PLAN. ONE (1) 1-1/4" SIGNAL CONDUCTOR FOR FLOAT SWITCHES. INV=1492.75

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2" PE 4710 IPS DR-11 LOW-PRESSURE EFFLUENT PE 4710 IPS DR-11 LOW-PRESSURE EFFLUENT LINE TO DISTRIBUTION BOX (SEE DETAILS) 2" INV=1491.55

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4" PVC VENT PIPE BACK " PVC VENT PIPE BACK TO BUILDING 4" INV=1493.05

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6" EFFLUENT PIPE FROM " EFFLUENT PIPE FROM SEPTIC TANK. 6" INV=1492.20

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TANK FLOOR ELEV=1488.20

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12" MIN. #2 CRUSHED STONE FOUNDATION

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REINFORCED CONCRETE RISER SECTION, HEIGHT AS REQUIRED.

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6 FT I.D. PRECAST CONCRETE MANHOLE SECTIONS AS MANUFACTURED BY FORT MILLER CO. INC. OR APPROVED EQUAL. 7" MIN. WALL THICKNESS. CONCRETE AND REINFORCEMENT AS PER ASTM C478. FULL RUBBER WATERPROOF MEMBRANE INTERIOR AND EXTERIOR COAT. CS1800 BY CONSEAL OR APPROVED EQUAL.

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PUMP OFF FLOAT ELEV=1489.20

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PUMP ON FLOAT ELEV=1491.00

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ALARM FLOAT ELEV=1491.50

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UNDISTURBED SUBGRADE

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6' I.D. REINFORCED PRECAST CONCRETE FLAT TOP SLAB BY FORT MILLER OR EQUAL

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ALL PIPE HOLES REQUIRE FLEXIBLE CONNECTOR (WITH STAINLESS STEEL BAND CLAMP) LOCK JOINT, KOR-N-SEAL OR EQUAL

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FASTEN TOP RAIL BRACKET TO P.S. STRUCTURE WALL WITH "DIA.x 3-3/4" STAINLESS STEEL WEDGE ANCHORS.38"DIA.x 3-3/4" STAINLESS STEEL WEDGE ANCHORS.

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FASTEN HATCH FRAME TO ACCESS EXTENSION WITH "DIA. x 2" 516"DIA. x 2" STAINLESS STEEL WEDGE ANCHORS AND WASHERS. ALL FASTENERS MUST BE STAINLESS STEEL WITH FLOURO CARBON COATED NUTS. SEAL HATCH FRAME TO ACCESS EXTENSION WITH BUTYL TAPE OR BED OF BUTYL CAULK, " THICK x 3" WIDE.14" THICK x 3" WIDE.

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30"x30" I.D.x12" PRECAST CONCRETE ACCESS GRADE EXTENSION BY FORT MILLER CO. INC. OR EQUAL.

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SEAL GRADE EXTENSION/TANK SLAB JOINT WITH 1" BUTYL ROPE AND NON SHRINK CEMENTATIOUS STRUCTURAL GROUT(7200 PSI MIN.) SUCH AS QUIKRETE NON-SHRINK PRECISION GROUT, SIKAGROUT 212, OR APPROVED EQUAL. PRIOR TO SETTING EXTENSION, PLACE BUTYL 2" INSIDE OF EXTERIOR WALL AND " MIN. THICKNESS GROUT ON 4" 12" MIN. THICKNESS GROUT ON 4" INTERIOR SIDE OF BUTYL. AFTER SETTING SMOOTH GROUT FLUSH WITH INTERIOR WALL.

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FASTEN INTERMEDIATE RAIL BRACKET TO P.S. STRUCTURE WALL WITH "DIA.x 3-3/4" STAINLESS STEEL WEDGE ANCHORS.38"DIA.x 3-3/4" STAINLESS STEEL WEDGE ANCHORS.

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2" STAINLESS STEEL DISCHARGE PIPE ASSEMBLY, MODEL H20S BY GOULDS OR APPROVED EQUAL. CONNECT TO 2" S.S. TRUE UNION, GATE VALVE WITH S.S HANDWHEEL AND STEM WITH S.S VALVE HANDWHEEL EXTENSION.

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2" WATERWORKS BRASS ADAPTER MNPTx PACKJOINT.

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1) ALL SELECT GRANULAR FILL/ SELECT STRUCTURAL FILL MATERIALS ALL SELECT GRANULAR FILL/ SELECT STRUCTURAL FILL MATERIALS SHALL MEET NYSDOT REQUIREMENTS, 2008 STANDARD SPECIFICATIONS, SECTION 203-2.02 C., EXCEPT THAT 100% SHALL PASS THE " SIEVE: 12" SIEVE: 100% IN EXCESS OF 1/2" SIEVE 0%-70% PASSING #40 SIEVE 0%-12% PASSING #200 SIEVE 2) CRUSHED STONE SHALL NOT EXCEED No. 2 IN SIZE. ALL AGGREGATES CRUSHED STONE SHALL NOT EXCEED No. 2 IN SIZE. ALL AGGREGATES SHALL MEET NYSDOT REQUIREMENTS, 2008 STANDARD SPECIFICATIONS, SECTION 703.

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BACK-FILL NOTES:

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4" PVC SDR26-35 VENT PIPE CONNECTED TO BUILDING PLUMBING VENT SYSTEM OR MOUNT ON BUILDING EXTERIOR AND EXTEND THROUGH ROOF. REDUCE TO 3" PVC SCH 40 AT BUILDING. INSTALL ON POSITIVE SLOPE FROM P.S. TO BUILDING 87LF @2.9%±87LF @2.9%2.9%%

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ACCESS HATCH, MODEL No. F1R3030 BY HALLIDAY PRODUCTS OR APPROVED EQUAL.

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FASTEN HATCH FRAME TO ACCESS EXTENSION WITH " 516" DIA. x 2" STAINLESS STEEL WEDGE ANCHORS AND WASHERS.

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SEAL HATCH FRAME TO ACCESS EXTENSION WITH BUTYL TAPE OR BED OF BUTYL CAULK, " THICK x 3" WIDE.14" THICK x 3" WIDE.

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30" x 30" I.D. x12" PRECAST CONCRETE ACCESS GRADE EXTENSION BY FORT MILLER CO., INC. OR EQUAL.

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2" PE 471O IPS DR-11 LOW PRESSURE EFFLUENT LINE " PE 471O IPS DR-11 LOW PRESSURE EFFLUENT LINE TO DISTRIBUTION BOX (SEE DETAILS)

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6 FT I.D. PRECAST CONCRETE MANHOLE SECTIONS AS MANUFACTURED BY FORT MILLER CO. INC. OR APPROVED EQUAL. 7" MIN. WALL THICKNESS. CONCRETE AND REINFORCEMENT AS PER ASTM C478. FULL RUBBER WATERPROOF MEMBRANE INTERIOR AND EXTERIOR COAT. CS1800 BY CONSEAL OR APPROVED EQUAL.

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PVC SCH 80 CONDUITS AND COPPER CONDUCTORS. ONE (1) POWER CONDUIT, SIZE AND AWG PER NEC OR ELECTRICAL PLAN. ONE (1) 1-1/4" SIGNAL CONDUCTOR FOR FLOAT SWITCHES. INV=1492.75

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1-1/4" PVC SCH 80 CONDUIT AND FLOAT SIGNAL FLOAT CONDUCTORS TO CONTROL PANEL.

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6" PVC SDR-26/35 EFFLUENT PVC SDR-26/35 EFFLUENT SEWER FROM SEPTIC TANK

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PLAN VIEW

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ELEVATION VIEW

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1. CONTRACTOR TO CONFIRM ADEQUATE SPACE WITHIN MANHOLE CONTRACTOR TO CONFIRM ADEQUATE SPACE WITHIN MANHOLE STRUCTURE TO COMPLETE ALL FITTINGS AND APPURTENANCES AS SHOWN PRIOR TO ORDERING STRUCTURE. 2. FORCE MAIN TO BE INSTALLED AT CONSTANT UPWARD SLOPE TO FORCE MAIN TO BE INSTALLED AT CONSTANT UPWARD SLOPE TO DISTRIBUTION BOX (1% MIN SLOPE AND NO LOW SPOTS) IN ORDER TO ALLOW DRAIN BACK TO PUMP STATION BETWEEN PUMP CYCLES. 3. COAT INSIDE AND OUTSIDE OF TANK WITH RUBBER WATERPROOFING COAT INSIDE AND OUTSIDE OF TANK WITH RUBBER WATERPROOFING MEMBRANE, CS-1800, BY CONSEAL OR APPROVED EQUAL.

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NOTES:

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SECTION VIEW

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PLAN VIEW

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OUTLET

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INLET

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MIN. LIQUID DEPTH "A"

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TANK DIMENSIONS "B"X"C"

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3'-3"

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TANK SIZE

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1250 GAL

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6'-0" X 11'-0"

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"O"

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"I"

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OUTSIDE

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HEIGHT

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4'-0"

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4'-3"

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5'-5"

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INLET

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OUTLET

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TWO (2) HEAVY DUTY MANHOLE FRAMES & COVERS, MODEL 1207 FRAME WITH 1203 COVER BY EJ. R-1556 BY NEENAH FOUNDRY OR APPROVED EQUAL. COVERS SHALL HAVE THE WORD "SEWER" CAST-IN AND HAVE O-RING GASKETS. FRAME SETS SHALL BE MACHINED FOR BOLTING, FOUR (4) STAINLESS STEEL BOLTS EACH

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WATER TIGHT JOINT (TYP.) PARGE W/ NON-SHRINK GROUT INSIDE & OUT

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6"TO 12" LAYER OF PEA GRAVEL OR CRUSHED STONE BEDDING LAYER

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ALL JOINTS BELOW LIQUID LEVEL TO BE WATERTIGHT AND LEAKAGE TESTED PRIOR TO BACKFILLING

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SANITARY TEE

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4" OR 6" BLDG. SEWER

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ASPHALTIC SEAL

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FINISH GRADE

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SANITARY TEE W/ EFFLUENT FILTER BY POLYLOK OR EQUAL

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FULL BITUMINOUS INTERIOR COAT KOP 300M OR EQUAL

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THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE 1/4" PER FT.

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NOTE: INLET INVERT IS 3" ABOVE (2" MIN.)

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ASPHALTIC SEAL

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SEAL ALL GRADE EXTENSION JOINTS, INCLUDING TANK SLAB AND C.I. FRAME WITH 1.2" MIN. THICKNESS NON-SHRINK CEMENTITIOUS STRUCTURAL GROUT (7200 PSI MIN.) SUCH AS SIKAGROUT 212, OR APPROVED EQUAL

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CONCRETE GRADE RINGS AS NECESSARY

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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SCALE:

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SHEET TITLE:

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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JCD

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SANITARY PIPE TRENCH DETAIL

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5

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9

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NOT TO SCALE

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1. THE CONTRACTOR SHALL VERIFY LINE VOLTAGE AVAILABLE AT THE SITE PRIOR TO ORDERING THE CONTRACTOR SHALL VERIFY LINE VOLTAGE AVAILABLE AT THE SITE PRIOR TO ORDERING OF ELECTRICAL EQUIPMENT 2. THE PUMP CONTROL PANEL SHALL BE A NEMA 4X ENCLOSURE, SIMPLEX TYPE AS THE PUMP CONTROL PANEL SHALL BE A NEMA 4X ENCLOSURE, SIMPLEX TYPE AS MANUFACTURED BY SJE-RHOMBUS OR APPROVED EQUAL AND INCLUDE THE FOLLOWING: 2.1. A THERMOSTATICALLY CONTROLLED HEATER TO PREVENT CONDENSATION A THERMOSTATICALLY CONTROLLED HEATER TO PREVENT CONDENSATION 2.2. VISUAL AND AUDIBLE ALARM FOR HIGH WATER LEVEL AND PUMP MALFUNCTION CONDITIONS VISUAL AND AUDIBLE ALARM FOR HIGH WATER LEVEL AND PUMP MALFUNCTION CONDITIONS WITH A TEXT/NORMAL/ SILENCE SWITCH 2.3. PUMP RUN INDICATOR LIGHT AND H-O-A SWITCH PUMP RUN INDICATOR LIGHT AND H-O-A SWITCH 2.4. PUMP ELAPSED RUN-TIME COUNTER PUMP ELAPSED RUN-TIME COUNTER 2.5. KEYED LOCK OR HASP FOR PADLOCKING KEYED LOCK OR HASP FOR PADLOCKING 3. THE CONTROL PANEL SHALL BE LOCATED IN A CONSPICUOUS LOCATION, 5-FT MIN. FROM THE CONTROL PANEL SHALL BE LOCATED IN A CONSPICUOUS LOCATION, 5-FT MIN. FROM THE P.S. HATCH AND/OR VENT PIPE, AS SHOWN ON THE PLANS OR AS APPROVED BY THE OWNERS REPRESENTATIVE 4. THERE SHALL BE NO ELECTRICAL SPLICES, JUNCTION BOXES, OR CONNECTIONS OF ANY KIND THERE SHALL BE NO ELECTRICAL SPLICES, JUNCTION BOXES, OR CONNECTIONS OF ANY KIND IN THE PUMP CHAMBER (WET WELL) 5. LEVEL CONTROLS SHALL BE INTRINSICALLY SAFE LEVEL CONTROLS SHALL BE INTRINSICALLY SAFE 6. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED 7. ALL ELECTRICAL WORK SHALL BE DONE IN FULL COMPLIANCE WITH THE CURRENT EDITION OF ALL ELECTRICAL WORK SHALL BE DONE IN FULL COMPLIANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL STATE AND LOCAL CODES. 8. ALL ELECTRICAL MATERIALS SHALL BE U.L. LISTED ALL ELECTRICAL MATERIALS SHALL BE U.L. LISTED 9. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS 10. THE NEW YORK BOARD OF FIRE UNDERWRITERS MUST CERTIFY THE ELECTRICAL EQUIPMENT THE NEW YORK BOARD OF FIRE UNDERWRITERS MUST CERTIFY THE ELECTRICAL EQUIPMENT INSTALLED PURSUANT TO THIS PLAN. A COPY OF THAT CERTIFICATE SHALL BE FURNISHED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO ISSUANCE OF FINAL PAYMENT.

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%%UELECTRICAL NOTES:

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PUMPED EFFLUENT TO DISTRIBUTION BOX

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10

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9

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#3 DISTRIBUTION BOX

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6

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9

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CURTAIN DRAIN

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SIMPLEX CONTROL PANEL

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3

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TYPICAL DIRECT BURIED CONDUIT DETAIL

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2

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ABSORPTION TRENCH DETAIL

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WATER NOTES ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO PREVENT SETTLEMENT. TOP TRENCH WITH 12" MIN. APPROVED GRAVEL IN PAVED AREAS AND ALONG SIDE OF EXISTING ROAD FOR SHOULDER BASE. REPLACE DAMAGED PAVEMENTS WITH LIKE KIND AND LIKE THICKNESS. ALL PE 4710 (3408) WATER SERVICE TUBING SHALL BE NSF/AWWA CERTIFIED AND HAVE BLUE STRIPES OR BE COLORED BLUE. ALL WATER PIPE AND APPURTENANCES SHALL BE EITHER NSF OR UL APPROVED FOR USE WITH POTABLE WATER AND SHALL BEAR THEIR RESPECTIVE SEAL. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ADHERE STRICTLY TO ALL RELEVANT NYS OSHA LABOR SAFETY STANDARDS INCLUDING, BUT NOT LIMITED TO, THOSE RELATING TO CONSTRUCTION SAFETY AND TRENCH SHORING. THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT OR OBLIGATION FOR PERFORMING ANY OR ALL TOWN, COUNTY OR STATE REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. SUCH INSPECTION SERVICES IF PERFORMED BY THIS OFFICE SHALL BE ESTABLISHED BY SEPARATE CONTRACT. ALL GENERAL AND SPECIFIC NOTES AND DETAILS ON OTHER PLAN SHEETS THAT ARE PART OF THESE PLANS SHALL APPLY. ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES SUCH AS GAS, WATER, TELEPHONE, POWER, CABLE TV, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. AS PER NYS INDUSTRIAL CODE 53, CONTRACTOR TO CALL 1-800-962-7962 TO LOCATE BURIED OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC.

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WATER TRENCH DETAIL

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4

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9

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SIMPLEX PUMP PIT

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9

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1250 GALLON SEPTIC TANK HEAVY DUTY

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L

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R

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TRAVIS

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P.E. 81,539

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3'%%P

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STRIP EXISTING VEGETATION, SOIL & DEBRIS TO INITIALLY FORM SWALE. SEED SWALE WITH MIX OF 30 LBS/ACRE PERENNIAL RYEGRASS, 20 LBS/ACRE TALL FESCUE AND 2 LBS/ACE REDTOP.

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MAINTAIN 4"-6" GRASS HEIGHT IN SWALE THROUGH LIMITED MOWING

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3:1 SIDE SLOPES OR LESS

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4" MIN. TOPSOIL LAYER

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NON-COMPACTED, NATIVE MATERIAL

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18" MIN. DEPTH

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LONGITUDINAL SLOPE TO BE BETWEEN 0,5% AND 4%

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TOP OF EMBANKMENT

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LIGHT STONE FILLING

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NON-WOVEN FILTER FABRIC PROPEX 701 OR EQUAL

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PIPE TYPE AS PER PLAN

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GALVANIZED STEEL OR HDPE FLARED END SECTION

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NON-WOVEN FILTER FABRIC PROPEX 701 OR EQUAL

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LIGHT STONE FILLING (ANGULAR STONE 6"-8" AVG. SIZE WITH 12" AVG. DEPTH)

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8" x 12" x WIDTH OF F.E.S. 3000 PSI AIR ENTRAINED CONCRETE TOE ANCHOR W/ REBAR (APPLIES ONLY FOR HDPE FLARED END SECTION)

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12"

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8"

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ALL INLET FLARED END SECTIONS TO BE ANCHORED AS PER MANUFACTURERS RECOMMENDATIONS

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CAST TOE IN CONCRETE

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SMA #1

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STORM EVENT

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1 YR (FT)

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10 YR (FT)

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100 YR (FT)

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POCKET POND ELEVATIONS

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1483.36

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1484.95

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1486.27

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ANTI-CLOGGING DEVICE: 24" DIA. MIN. 24" DIA. MIN. AASHTO 294 DUAL-WALL HDPE STORM PIPE WITH CLASS 2 PERFORATIONS (EIGHT EQUAL CIRCUMFERENTIALLY SPACED " DIA. HOLES 38" DIA. HOLES PER VALLEY) WITH END CAP COVER. MECHANICALLY FASTEN END CAP WITH #10 S.S. SCREWS. EMBED PIPE 4 FT MIN. BELOW ELEV 1476.00. CUT OUTLET PIPE HOLE, SIZED AS NECESSARY, FOR SPECIFIED PIPE SIZE AND ELEVATION.

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BOTTOM ELEV=1476.00

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EMERGENCY SPILLWAY ELEV=1486.50

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FOR EMBANKMENTS LESS THAN 7 FT, EMBANKMENT FILL MATERIAL TO CONSIST OF WELL GRADED SOIL FREE OF PARTICLES LARGER THAN 4" AND FREE OF ORGANIC MATERIAL, COMPACTED IN 12" LIFTS TO 90% MODIFIED PROCTOR.

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FOR EMBANKMENTS GREATER THAN 7 FT, EMBANKMENT FILL MATERIAL AND CONSTRUCTION TO BE VERIFIED BY A GEOTECHNICAL ENGINEER.

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ELEV=1481.00, ORIFICE SIZE=1.5" (DRILL ADDITIONAL HOLES AS NECESSARY TO CONTROL POOL ELEVATION DURING GROUNDWATER BASE FLOW)

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PERMANENT POOL ELEVATION

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NEENAH CASTINGS R-3561 CB GRATE

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ELEV=1484.95

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12" ADS N-12 OUTLET PIPE

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12" INV=1476.00

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INV=1477.20

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STABLE OUTFALL

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8" PVC SDR-26 GASKETED PIPE @ 0.5%

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FLEXIBLE BOOT TYPE PIPE CONNECTORS WITH PIPE ADAPTER FOR CORRUGATED PIPE SUCH AS KOR-N-SEAL (TYP)

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#2 CRUSHED STONE BASE MINIMUM 12" BASE MINIMUM 12" MINIMUM 12" MINIMUM 12" THICKNESS, CONTINUE TO SPRING-LINE OF PIPE. FOR UNSTABLE SUBGRADE, OVER-EXCAVATE AND INSTALL ADDITIONAL STONE AS NECESSARY. WHERE A SUBGRADE GROUND WATER CONDITIONS EXISTS WITH MIGRATING SANDS AND/OR SILTS, ENTIRE STONE FOUNDATION SHALL BE WRAPPED IN A NON-WOVEN GEOTEXTILE ENVELOPE SUCH AS GEOTEX 451 OR APPROVED EQUAL, TYPICAL.

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ANTI-SEEP COLLAR

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AQUATIC BENCH SEE PLANS FOR BASIN GRADING AND PLANTING DETAILS (SLOPE BASIN TOWARD PERMANENT POOL)

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TOP OF BERM ELEV=1487.50

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FILL PIPE WITH #2 CRUSHED STONE TO SURROUNDING GRADE.

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INV=1477.20

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ELEV=1483.50, HORIZONTAL ORIFICE SIZE=8"

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EXTENDED DETENTION

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8" PVC SDR-26 STAND.

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12" PVC SDR-26/35 GASKETED 90° BEND

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FOREBAY ELEV=1486.00

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EXTENDED MONOLITHIC BASE SECTION

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INV=1477.25

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12" MIN. SUMP

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RIP-RAP SPILLWAY ELEV=1488.50

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TOP OF BERM ELEV=1489.00

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DEEP CATCH BASIN FOR TF TO INV. OUT >5'.

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3

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3

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EQUAL MIXTURE OF #1 & #2 CRUSHED STONE OR SELECT GRANULAR MATERIAL AS ORDERED BY ENGINEER (MECHANICALLY COMPACTED) OR A.O.B.E. SEE NOTE 2. FOR UNSTABLE TRENCH BOTTOM USE ADDITIONAL DEPTH OF STONE AS NECESSARY TO PROVIDE A FIRM FOUNDATION.(FOR PIPES THAT CONNECT TO DRYWELLS USE SELECT GRANULAR FILL, IF STONE IS USED THE STONE SHALL BE WRAPPED IN FABRIC ALONG ENTIRE LENGTH OF PIPE. NOTE: WRAP ALL STONE IN PAVED AREAS: WRAP ALL STONE IN PAVED AREAS

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SELECTED GRANULAR FILL PLACED IN 6" LIFTS AND MECHANICALLY TAMPED OR A.O.B.E. SEE NOTES 1&2. SEE NOTES 1&2.

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ALL BACKFILL MATERIAL TO BE PLACED IN 8" LIFTS AND BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITY, (ASTM D1557), FREE FROM DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL.

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WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A NON-WOVEN GEO-TEXTILE ENVELOPE (FABRIC EQUIVALENT TO AMOCO 4545) NOTE: WRAP ALL STONE IN PAVED AREAS: WRAP ALL STONE IN PAVED AREAS

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NOT INTENDED TO REPRESENT A SAFE SLOPE

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1) NATIVE EXCAVATED GRANULAR MATERIAL NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED IF APPROVED BY THE ENGINEER. 2) CRUSHED STONE NOT TO EXCEED #2 IN CRUSHED STONE NOT TO EXCEED #2 IN SIZE. GRANULAR FILL TO MEET THE FOLLOWING REQUIREMENTS: 0% IN EXCESS OF 2" 0%-70% PASSING #40 SIEVE 0%-12% PASSING #200 SIEVE 3) GRANULAR HAUNCHING SHALL BE GRANULAR HAUNCHING SHALL BE MECHANICALLY COMPACTED TO SPRING-LINE OF PIPE

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NOTES:

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SELECTED GRANULAR FILL TO BE PLACED UNDER PAVEMENT

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TRENCH SLOPES ARE GIVEN FOR MAX. PAYMENT LIMITS ONLY FOR OPEN CUT AND ARE NOT INTENDED TO REPRESENT STABLE SLOPES UNDER FIELD CONDITIONS.

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A.O.B.E.= AS ORDERED BY ENGINEER= AS ORDERED BY ENGINEER

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NOTE: CONTRACTORS MUST CONTRACTORS MUST COMPLY WITH ALL LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. (OSHA & N.Y.S. D.O.T.)

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6" MIN. FOR PIPE 12" DIA. AND SMALLER 12" MIN. FOR PIPE 14" DIA. AND LARGER

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TOP OF BASIN

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TOP OF BASIN

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FINE STONE FILLING NYSDOT ITEM 620.02

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1

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1

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FILTER FABRIC GEOTEX 701 OR MIRAFI 180N, OR EQUAL

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#2 RIVER COBBLE

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EXISTING EARTH

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WRAP BOTTOM AND SIDES OF STONE WITH NON-WOVEN GEOTEXTILE SUCH AS MIRAFI 160N OR EQUAL

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TOP OF STONE ELEV=1498.00 CENTER OF STONE TRENCH TO BE SLIGHTLY DEPRESSED

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SLOPE

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BUILDING WALL

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H

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SYMBOL

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A

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A

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A

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A

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SECTION A-A

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SECTION B-B

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PROFILE

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CUTOFF TRENCH 18" WIDE 6" DEEP

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SLOPE

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TOE

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1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND 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 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 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 PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LONER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. 6. MAXIMUM DRAINAGE AREA 2 ACRES.MAXIMUM DRAINAGE AREA 2 ACRES.

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FILTER FABRIC

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CUTOFF TRENCH DESIGN BOTTOM

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FILTER FABRIC

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24" MAX @ CENTER

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X

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=

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H (FT)

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SLOPE (FT/FT)

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2

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1

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2

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SAME ELEVATION

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STANDARD HEAVY DUTY CAST IRON FRAME & GRATE, BY NEENAH FOUNDARY CO. OR APPROVED EQUAL. GRATES TO BE BICYCLE SAFE. FRAME: R-3561 (FOR PAVED AREAS.) USE R-3561 (FOR PAVED AREAS.) USE PATTERN NO. R-2558 FOR LAWN AREAS OR WHERE ROUND GRATES ARE REQUIRED. USE NO. R-1556 FRAME & COVER FOR 24" DIA. STORM MH.

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USE 30" SQUARE GRADE EXTENSIONS FOR R-3561, OR 30" ROUND I.D. GRADE RINGS FOR R-2558, OR 24" ROUND I.D. GRADE RINGS FOR R-1556. SEAL ALL GRADE EXTENSIONS JOINTS, INCLUDING TOP SLAB AND C.I. FRAME WITH " MIN THICKNESS CEMENTITIOUS 12" MIN THICKNESS CEMENTITIOUS STRUCTURAL CONCRETE (8,000 PSI MIN) SUCH AS S300 BY FIVE STAR PRODUCTS, INC (OR APPROVED EQUAL).

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HEAVY DUTY COVER- 30" SQ. ECCENTRIC OPENING FOR SQUARE FRAMES; 30" DIA. ECCENTRIC OPENING FOR ROUND FRAMES; 24" DIA. ECCENTRIC OPENING FOR STORM MH'S.

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TYPICAL JOINT SECTIONS TO BE SEALED WITH BUTYL RUBBER SEALANT (ROPE FORM).

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USE 48" I.D. PRECAST CONCRETE MANHOLE FOR PIPES LESS THAN OR EQUAL TO 24"; USE 60" I.D. MANHOLE SECTION FOR 30" PIPE AND USE 84" I.D. MANHOLE FOR 36" PIPE. LARGER DIAMETER MAY BE NECESSARY DUE TO CONFIGURATION OF CONNECTING PIPING. FABRICATOR TO DETERMINE REQUIRED DIAMETER UNLESS OTHERWISE DIMENSIONED ON DRAWINGS.

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REINFORCED CONCRETE RISER SECTION

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MANHOLE STEPS: POLYPROPYLENE PLASTIC STEPS WITH #4 DEFORMED STEEL ROD. AS MANUFACTURED BY M.A. INDUSTRIES, INC. (#PS-2PF) INSTALLATION AS PER MANUFACTURER'S SPECIFICATIONS.

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BASE SECTION

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USE FLEXIBLE BOOT TYPE CONNECTORS (SUCH AS KOR-N-SEAL BY TRELLEBORG PIPE SEALS OR APPROVED EQUAL). WHERE BOOT CONNECTORS CANNOT BE USED, INSTALL AN NPC CORRUGATED PIPE ADAPTER (BY TRELLEBORG PIPE SEALS OR APPROVED EQUAL) AND WS WATERSTOP GROUTING RING (BY PRESS-SEAL, GASKET CORP OR APPROVED EQUAL) ON EACH PIPE, CENTER IN MANHOLE WALL AND EMBED IN " MIN. THICKNESS OF NON-SHRINK 12" MIN. THICKNESS OF NON-SHRINK CEMENTITIOUS STRUCTURAL GROUT (7200 PSI MIN, SUCH AS HARRIS DOT CONSTRUCTION GROUT, SIKAGROUT 212 OR APPROVED EQUAL.)

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BOTTOM STEP 12" MAX. ABOVE CROWN ABOVE CROWN OF LARGEST PIPE.

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1. SURVEY STAKEOUT OF CATCH BASINS ARE NORMALLY CENTER OF SURVEY STAKEOUT OF CATCH BASINS ARE NORMALLY CENTER OF GRATE, NOT NECESSARILY CENTER OF STRUCTURE. 2. CATCH BASINS SECTIONS TO BE CUSTOM-CAST PRECAST CATCH BASINS SECTIONS TO BE CUSTOM-CAST PRECAST CONCRETE, AS MANUFACTURED BY FORT MILLER OR APPROVED EQUAL. CONCRETE AND REINFORCEMENT TO BE AS PER ASTM C478.

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NOTES:

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STORMWATER PIPE INVERT ELEVATION AS PER PLAN

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#2 CRUSHED STONE SUBBASE, CONTINUE TO SPRINGLINE OF PIPE

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WOVEN GEOTEXTILE CONSTRUCTION FABRIC MIRAFI 500X SINGLE PLY OR EQUAL AS PER SPECIFICATION OF GEOTECHNICAL ENGINEER

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4" PERFORATED PVC SDR-35

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12" CRUSHED STONE SUBBASE COURSE (AFTER COMPACTION) TO CONFORM TO N.Y.S. D.O.T. ITEM 304.12 TYPE 2 MAX. 8% FINES MIN. C.B.R. 20% FINE GRADE TO WITHIN ±1/4" OF TRUEGRADE. COMPACT TO MIN. 95% DRY DENSITY MODIFIED PROCTOR MAXIMUM DENSITY. ASTM D1557

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2.5" (AFTER COMPACTION) BINDER COURSE N.Y.S. D.O.T. ITEM 403.138902 TYPE 3 SEE PAVEMENT DETAIL FOR MORE INFORMATION

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1-1/2" (AFTER COMPACTION) TOP COURSE N.Y.S. D.O.T. ITEM 403.16 TYPE 6F

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SECTION VIEW

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PLAN VIEW

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INLET

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TANK DIMENSIONS "B"X"C"

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TANK SIZE

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2000 GAL

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7'-0" X 13'-0"

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"I"

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OUTSIDE

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HEIGHT

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4'-9"

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5'-11"

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INLET

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TWO (2) HEAVY DUTY MANHOLE FRAMES & COVERS, MODEL 1207 FRAME WITH 1203 COVER BY EJ. R-1556 BY NEENAH FOUNDRY OR APPROVED EQUAL. COVERS SHALL HAVE THE WORD "SEWER" CAST-IN AND HAVE O-RING GASKETS. FRAME SETS SHALL BE MACHINED FOR BOLTING, FOUR (4) STAINLESS STEEL BOLTS EACH

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6"TO 12" LAYER OF PEA GRAVEL OR CRUSHED STONE BEDDING LAYER

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ALL JOINTS BELOW LIQUID LEVEL TO BE WATERTIGHT AND LEAKAGE TESTED PRIOR TO BACKFILLING

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SANITARY TEE

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6" BLDG. SEWER

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ASPHALTIC SEAL

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FINISH GRADE

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FULL BITUMINOUS INTERIOR COAT KOP 300M OR EQUAL

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THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE 1/4" PER FT.

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NOTE: INLET INVERT IS 3" ABOVE (2" MIN.)

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ASPHALTIC SEAL

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SEAL ALL GRADE EXTENSION JOINTS, INCLUDING TANK SLAB AND C.I. FRAME WITH 1.2" MIN. THICKNESS NON-SHRINK CEMENTITIOUS STRUCTURAL GROUT (7200 PSI MIN.) SUCH AS SIKAGROUT 212, OR APPROVED EQUAL

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CONCRETE GRADE RINGS AS NECESSARY

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STAINLESS STEEL FLOAT BRACKET, FIX TO TOP OF TANK OR RISER SECTION. SET FLOATS AS PER MANUFACTURER'S RECOMMENDATIONS

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ALARM FLOAT

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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SHEET:

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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JCD

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VEGETATED SWALE

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FLARED END SECTION

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MICROPOOL EXTENDED DETENTION BASIN

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STORM TRENCH

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EMERGENCY OVERFLOW SPILLWAY

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STONE DRIP EDGE

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PERMANENT CHECK DAM

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DEEP CATCH BASIN

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UNDERDRAIN IN PAVEMENT

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HEAVY DUTY HOLDING TANK

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HOLDING TANK ALARM SYSTEM: TANK ALERT/ ALARM PANEL WITH ALS-800 SERIES LEVEL SENSOR

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SPECIFICATIONS: ALARMS AVAILABLE FOR HIGH OR LOW LIQUID LEVEL WARNING WATERPROOF, UL LISTED CABLE SPLICE KIT INCLUDED. VOLTAGE: PRIMARY 120V 60 Hz WITH 6 FT. LINE CORD. SECONDARY 12V 60 Hz. PRIMARY 120V 60 Hz WITH 6 FT. LINE CORD. SECONDARY 12V 60 Hz. WATTS: 6.5 WATT ALARM CONDITION. 6.5 WATT ALARM CONDITION. ENCLOSURE: 6 in. x 4 in. x 2.5 in. (15.24cm x 10.16cm x 6.35c m) NEMA 1 METAL ENCLOSURE 6 in. x 4 in. x 2.5 in. (15.24cm x 10.16cm x 6.35c m) NEMA 1 METAL ENCLOSURE ELECTRICAL KNOCKOUTS FOR DIRECT WIRE OPTIONS ARE STANDARD ON THE ENCLOSURE. ALARM SWITCH CONNECTION TERMINAL: 1 AMP, 24 VAC. 1 AMP, 24 VAC. ALARM HORN: 87 DECIBELS AT 10 FT. 87 DECIBELS AT 10 FT. 87 DECIBELS AT 10 FT. ALARM FLOAT: S.J. ELECTRO SYSTEMS, INC. S.J. ELECTRO SYSTEMS, INC. S.J. ELECTRO SYSTEMS, INC. ALS-800 SERIES MULTI LEVEL SWITCH (LEVEL SENSOR) BUILT TO ORDER 1/2" NPT STEM STAINLESS STEEL FLOATS (2) PART NUMBER A14569 J-BOX, TO FIT 1/2" NPT MOUNTING STEM OPTIONS: AUXILIARY DRY CONTACTS FOR REMOTE ALARM HOOK-UP.AUXILIARY DRY CONTACTS FOR REMOTE ALARM HOOK-UP.

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ALARM PLACEMENT: ONE ALARM PER HOLDING TANK. ALARMS TO BE LOCATED WITHIN BUILDING INTERIOR PER ARCHITECT.

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NOTES 1. CONTRACTOR TO VERIFY LINE VOLTAGE AT SITE. CONTRACTOR TO VERIFY LINE VOLTAGE AT SITE. 2. ALL ELECTRICAL WORK TO BE DONE IN FULL COMPLIANCE WITH THE CURRENT EDITION OF THE NATIONAL ALL ELECTRICAL WORK TO BE DONE IN FULL COMPLIANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE. 3. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL APPLICABLE ELECTRIC AND PLUMBING CODES AT THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL APPLICABLE ELECTRIC AND PLUMBING CODES AT ALL TIMES DURING CONSTRUCTION. 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND REVIEW CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND REVIEW WITH ENGINEER PRIOR TO CONSTRUCTION. 5. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION.

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TRAVIS

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P.E. 81,539

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MITCHELL

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B

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B'

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A

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A'

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#3 PRECAST CONCRETE DISTRIBUTION BOX AS MANUFACTURED BY FORT MILLER OR APPROVED EQUAL

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50% BASAL EXPANSION AREA

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2" PE 4710 IPS DR-11 LOW-PRESSURE EFFLUENT PIPE

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4" PVC GASKETED JOINT SDR-35 DISTRIBUTION LINES, SLOPES VARY

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EDGE OF TAPER

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120 LF CURTAIN DRAIN

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CONNECT 4" PERF. PVC PIPE TO 4" SOLID PVC PIPE INV.=1500.20±

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RIP RAP CHANNEL

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4" PVC SDR-35 SOLID PIPE @1% MIN SLOPE.

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OUTLET INV.=1500.00±

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FORT MILLER #3 DIST. BOX, WITH INSULATION CAP. SEE DETAIL

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EXISTING GRADE

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PROPOSED GRADE

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6' I.D. CONCRETE PUMP TANK WITH GOULDS WE03 SERIES EFFLUENT PUMP (SEE DETAIL) STA 0+00 TF=1499.75±6" PVC INV IN=1492.20±2" PE FM INV OUT=1491.55±FLOOR ELEV.= 1488.70±

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REDUCER & FITTINGS, SEE DETAIL 10/9

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EDGE OF STONE FILTER STRIP

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6" PVC EFFLUENT FROM SEPTIC TANK

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2" THICK POLYSTYRENE INSULATION BOARD CAP

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4" PVC SCH 40

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DISTRIBUTION BOX 4" INV. IN=1505.83

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4" INV. OUT=1505.25

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2" PE 4710 IPS DR-11 FORCE MAIN

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PROPOSED GRADE

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EXISTING GRADE

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APPROX. ELEVATION SEASONAL HIGH GROUNDWATER

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PROPOSED GRADE

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EXISTING SURFACE GRADE TO BE PLOWED 7" TO 8"

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6" MIN. THICKNESS GRANULAR TOPSOIL

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1502.1

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1502.5

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1502.9

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1503.3

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1503.7

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1504.1

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1504.5

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1504.9

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1505.3

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1501.7

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1501.3

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SWALE AROUND TOP OF SYSTEM (SEE PLAN)

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1507.45

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1503.25

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CURTAIN DRAIN SEE DETAIL 8/9

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SEE ABSORPTION TRENCH DETAIL 1/9

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EXISTING GRADE

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EXISTING SURFACE GRADE TO BE PLOWED 7" TO 8"

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APPROX. ELEVATION SEASONAL HIGH GROUNDWATER

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DIST. BOX IN ELEV.=1506.83±

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2" PE 4710 LOW-PRESSURE EFFLUENT LINE FROM PUMP STATION

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4" PERFORATED PVC SDR-35 DIST. LATERAL @ "/FT MIN. (0.5%)116"/FT MIN. (0.5%)

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LEVEL TRENCH BOTTOM.

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1505.30±

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1507.45±

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SEE DETAIL 10/9

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REVISION

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PRELIMINARY BID SET

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12/17/18

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NLZ

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DATE

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BY

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EDP PROJECT NUMBER

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6174.12001

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CHECK BY

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JCD

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DRAWN BY

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NLZ

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03/15/19

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NLZ

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10/11/19

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EHK

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DRAFT FINAL PLANS

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2/7/20

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JCD

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FINAL PLANS

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2/14/20

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JCD

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RAISED ABSORPTION FIELD CONSTRUCTION NOTES: 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR LOCATING ACCEPTABLE FILL MATERIAL. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR LOCATING ACCEPTABLE FILL MATERIAL. CONTRACTOR SHALL VERIFY THE PERCOLATION RATE OF THE FILL MATERIAL IN THE BORROW PIT. THE MATERIAL SHALL HAVE A PERCOLATION RATE AFTER PLACEMENT AND COMPACTION AT THE SITE OF 5-30 MINUTES/INCH. ANY MATERIAL NOT MEETING THE 5-30 MIN./IN. PERCOLATION RATE IS TO BE REMOVED FROM THE SITE AND REPLACED WITH ACCEPTABLE MATERIAL SOLELY AT THE CONTRACTOR'S EXPENSE. 2. UNNECESSARY HEAVY EQUIPMENT AND ALL RUBBER-TIRED EQUIPMENT SHALL NOT BE UNNECESSARY HEAVY EQUIPMENT AND ALL RUBBER-TIRED EQUIPMENT SHALL NOT BE ALLOWED WITHIN THE FILL AREA. FILL IS TO BE DUMPED FROM TRUCKS AT THE EDGE OF THE FILL AREA AND BE PUSHED INTO THE AREA USING A SMALL TRACK-TYPE TRACTOR WITH PUSH BLADE. 3. ALL TREES AND STUMPS SHALL BE CUT AT GRADE AND REMOVED. ALL OTHER VEGETATION ALL TREES AND STUMPS SHALL BE CUT AT GRADE AND REMOVED. ALL OTHER VEGETATION SHALL BE CUT AS CLOSE TO GRADE AS POSSIBLE AND REMOVED. ROOT STRUCTURES BELOW GRADE SHOULD NOT BE REMOVED. 4. THE UNDERLYING SOIL SHALL BE PLOWED WITH AT LEAST A DOUBLE-BOTTOMED THE UNDERLYING SOIL SHALL BE PLOWED WITH AT LEAST A DOUBLE-BOTTOMED BLADE/FURROW PLOW, 7 TO 8-INCHES DEEP, PARALLEL TO THE LONG DIMENSION OF THE FIELD, WITH THE FURROW TURNED UPSLOPE. TRAFFIC SHALL THEN NOT BE PERMITTED ON THE FIELD AREA. FILL SHALL BE PLACED IMMEDIATELY UPON PLOWING. 5. CONTRACTOR SHALL PLACE THE FILL FROM THE UPSLOPE SIDE AND ENDS OF THE FIELD, CONTRACTOR SHALL PLACE THE FILL FROM THE UPSLOPE SIDE AND ENDS OF THE FIELD, USING A SMALL TRACK-TYPE TRACTOR WITH PUSH BLADE. THE FIRST LIFT SHALL BE 12 INCHES THICK, WITH SUBSEQUENT FILL IN 6-INCH THICK LIFTS. ONCE BEGUN, TRACKED EQUIPMENT SHALL NOT BE PERMITTED TO CONTAMINATE THE FILL MATERIAL WITH EITHER NATIVE OR FOREIGN SOILS, AND REMAIN UPON FILL MATERIAL FOR THE DURATION OF FILL PLACEMENT OPERATIONS. EACH LIFT SHALL BE MECHANICALLY COMPACTED BY, "TRACKING" ALONG BOTH THE LENGTH AND THE WIDTH OF THE FILL AREA TO STABILIZE THE FILL. CARE MUST BE TAKEN TO NOT OVER-COMPACT THE FILL. 6. THE CONTRACTOR SHALL PERFORM PERCOLATION TESTS AT REGULAR INTERCALS (EVERY 12") THE CONTRACTOR SHALL PERFORM PERCOLATION TESTS AT REGULAR INTERCALS (EVERY 12") TO ASSURE EACH LAYER MEETS THE 5-30 MIN./INCH PERCOLATION RATE. SHOULD PERCOLATION TESTS EXCEED 30 MIN./INCH., FILL PLACEMENT OPERATIONS SHALL CEASE UNTIL THE SLOW MATERIAL IS MODIFIED OR REPLACED. 7. UPON COMPLETION OF FILL PLACEMENT, CONTRACTOR SHALL NOTIFY ENGINEER TO PERFORM UPON COMPLETION OF FILL PLACEMENT, CONTRACTOR SHALL NOTIFY ENGINEER TO PERFORM PERCOLATION TESTING AND SOIL BORING, TO VERIFY THICKNESS, PRIOR TO INSTALLATION OF THE ABSORPTION TRENCHES. 8. UPON APPROVAL OF THE FILL PLACEMENT BY THE ENGINEER, ABSORPTION TRENCHES SHALL UPON APPROVAL OF THE FILL PLACEMENT BY THE ENGINEER, ABSORPTION TRENCHES SHALL BE CONSTRUCTED USING A SMALL TRACK-TYPE EXCAVATOR. NO RUBBER-TIRED VEHICLES OR EQUIPMENT SHALL BE ALLOWED ON THE FILL MATERIAL.

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RAISED SEPTIC SYSTEM DESIGN NOTES: HYDRAULIC LOADING: NUMBER OF SEATS = 90 NUMBER OF OCCUPANTS = 4 FLOW RATE = 90 X 10 GPD + 4 X 10 GPD DESIGN FLOW RATE = 940 GPD X 0.80 = 752 GPD NOTE: SITE INSPECTION BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP) ON DECEMBER 5, 2018 NOTED SEASONAL HIGH WATER THROUGHOUT THE SITE BETWEEN 12 AND 42 INCHES BELOW THE SURFACE. AS THE TOP 12-INCHES HAS A PERCOLATION RATE OF 60 MIN./INCH OR LESS, A RAISED SYSTEM HAS BEEN SELECTED FOR THE SITE. SEPTIC TANK SIZE: USE 1,250 GALLON TANK BASED ON MIN TANK CAPACITY=1.5Q MIN TANK CAPACITY=1.5 * (752) = 1,128 GALLONS PERCOLATION RATE: AS DETERMINED IN THE FIELD BY EDP ON DECEMBER 5, 2018, THE STABILIZED PERCOLATION RATE WAS FOUND TO BE 57 MINUTES PER INCH. PERCOLATION RATE OF FILL MATERIAL: THE CONTRACTOR SHALL BE REQUIRED BY THE PLANS AND SPECIFICATIONS TO LOCATE AND SUPPLY A FILL SOURCE WHICH WILL PROVIDE AN IN-PLACE, AFTER COMPACTION OR WEATHERED SETTLEMENT, STABILIZED PERCOLATION RATE OF BETWEEN 5 TO 30 MINUTES PER INCH. ANY MATERIAL NOT WITHIN THE SPECIFICATION SHALL BE REMOVED AND REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR. MINIMUM BASAL AREA REQUIRED: 752 GPD/0.2 GPD/SF = 3,760 SQUARE FEET LENGTH OF ABSORPTION TRENCHES REQUIRED: APPLICATION RATE = 0.60 GPD/SF (USE FILL SOIL WITH 5-30 MIN/IN. PERC RATE) ABSORPTION AREA REQUIRED = 752GPD / 0.60GPD/SF = 1,254 SF PROPOSED TRENCH WIDTH= 2 FT ABSORPTION TRENCH LENGTH REQUIRED = 1,254 SF/2 FT=627 LF USE ELEVEN (11) TRENCHES AT 60 LF EACH (660 LF) PROPOSED BASAL AREA: LENGTH = TRENCH LENGTH + (2 x 2.5 FT.) = TRENCH LENGTH + (2 x 2.5 FT.) = 60 FT. + 5FT = 65 FEET WIDTH =[(NO. OF TRENCHES - ONE) x 6-FT O.C.] + (2 x 1 FT.) + (2 x 2.5 FT.) =[(NO. OF TRENCHES - ONE) x 6-FT O.C.] + (2 x 1 FT.) + (2 x 2.5 FT.) =[(11-1) x 6 FT O.C.] + 2 FT + 5 FT =60 FT + 2 FT + 5 FT =67 FEET 67 FT. X 65 FT.= 4,355 SQUARE FEET DOSING REQUIREMENTS: 11 LINES X 60 FT. LONG = 660 LF 4-INCH PIPE 4 INCH PIPE X-SECTIONAL AREA =0.0873 SF =0.0873 SF SF TOTAL PIPE VOLUME = (660 FT x 0.0873 SF) = (660 FT x 0.0873 SF) =57.62 CF x 7.48 GAL/CF =431 GALLONS DOSING VOLUME = 80% DIST. PIPE VOLUME + FM PIPE VOLUME = 80% DIST. PIPE VOLUME + FM PIPE VOLUME = 0.80 X 431 GALLONS + 31 GALLONS = 376 GALLONS 6' I.D. CONCRETE PUMP TANK VOL./FT = 211.5 GAL/FT±ON/OFF ELEVATION DIFFERENCE = 376 GAL/211.5 GAL/T = 376 GAL/211.5 GAL/T =1.78 FT

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REQUIRED INSPECTIONS: GENERAL: THE CONTRACTOR SHALL MAINTAIN COMMUNICATION WITH THE ENGINEER OF RECORD THROUGHOUT CONSTRUCTION OF THIS FACILITY. ENGINEER'S INSPECTIONS: 1. PRIOR TO COMMENCEMENT OF WORK; PRE-CONSTRUCTION MEETING. PRIOR TO COMMENCEMENT OF WORK; PRE-CONSTRUCTION MEETING. 2. DURING PLOWING OF EXISTING SURFACE. DURING PLOWING OF EXISTING SURFACE. 3. DURING PLACEMENT OF FILL MATERIAL, INCLUDING THE WITNESSING OF ALL PERCOLATION DURING PLACEMENT OF FILL MATERIAL, INCLUDING THE WITNESSING OF ALL PERCOLATION PERFORMED DURING FILL OPERATIONS. 4. DURING INSTALLATION OF DISTRIBUTION NETWORK AND ABSORPTION TRENCHES (AFTER DURING INSTALLATION OF DISTRIBUTION NETWORK AND ABSORPTION TRENCHES (AFTER APPROVAL OF IN-PLACE FILL) 5. DURING ADJUSTING OF SPEED LEVELERS IN DISTRIBUTION BOX. DURING ADJUSTING OF SPEED LEVELERS IN DISTRIBUTION BOX. 6. DURING INSTALLATION OF SEPTIC TANK AND PRIOR TO BACKFILLING. DURING INSTALLATION OF SEPTIC TANK AND PRIOR TO BACKFILLING. 7. DURING INSTALLATION OF PUMP STATION, FORCE MAIN, AND ALL APPURTENANCES. DURING INSTALLATION OF PUMP STATION, FORCE MAIN, AND ALL APPURTENANCES. 8. PRIOR TO BACKFILLING OF BUILDING SEWER TO SEPTIC TANK. EFFLUENT PIPE (FROM SEPTIC PRIOR TO BACKFILLING OF BUILDING SEWER TO SEPTIC TANK. EFFLUENT PIPE (FROM SEPTIC TANK TO P.S.) VENT PIPE 9. DURING INSTALLATION OF TOPSOIL. DURING INSTALLATION OF TOPSOIL. 10. DURING PUMP STATION START-UP. DURING PUMP STATION START-UP. 11. FINAL COMPLETIONFINAL COMPLETION

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DISTRIBUTION NETWORK PLACEMENT: A. INSTALL THE DISTRIBUTION BOX ON 6-INCH MIN. PEA STONE TO ELEVATION INDICATED ON INSTALL THE DISTRIBUTION BOX ON 6-INCH MIN. PEA STONE TO ELEVATION INDICATED ON THE PROFILE. B. INSTALL DISTRIBUTION LATERALS (SOLID 4-INCH DIA. GASKETED PVC SDR-35) TO EACH INSTALL DISTRIBUTION LATERALS (SOLID 4-INCH DIA. GASKETED PVC SDR-35) TO EACH PROPOSED ABSORPTION TRENCH TO THE ELEVATIONS SPECIFIED ON THE PROFILE. LATERALS SHALL BE PLACED ON COMPACTED OR UNDISTURBED FILL EACH UNIFORMLY SLOPED TO IT'S RESPECTIVE ABSORPTION TRENCH. BED AND COMPACT THE HAUNCHING OF EACH LINE WITH FILL MATERIAL BY EITHER, "WALKING-IN" OR TAMPING WITH A 2" x 6" BOARD OR SIMILAR TOOL. COVER LATERALS WITH FILL MATERIAL TO THE REQUIRED ELEVATION AND MECHANICALLY COMPACT WITH A PLATE TAMPER TO SECURE THEM IN PLACE. C. INSTALL SPEED LEVELERS ON DISTRIBUTION BOX OUTLET LATERAL PIPES. USING WATER. INSTALL SPEED LEVELERS ON DISTRIBUTION BOX OUTLET LATERAL PIPES. USING WATER. ADJUST UNTIL ECCENTRIC OPENING FOR ALL OUTLETS ARE AT THE SAME LEVEL. D. ONE ABSORPTION TRENCH AT A TIME: ONE ABSORPTION TRENCH AT A TIME: D.1. START AT ONE OF THE OUTERMOST TRENCHES, EXCAVATE 24-INCH WIDE LEVEL START AT ONE OF THE OUTERMOST TRENCHES, EXCAVATE 24-INCH WIDE LEVEL TRENCH TO THE ELEVATION INDICATED ON THE PROFILES AND RAKE THE TRENCH BOTTOM TO FLATTEN. D.2. PLACE 6-INCH MIN. DEPTH OF COARSE AGGREGATE (SOUND NO. 2 CRUSHED STONE, PLACE 6-INCH MIN. DEPTH OF COARSE AGGREGATE (SOUND NO. 2 CRUSHED STONE, 34"- 1 " SIZE) IN EACH TRENCH. GRADE AGGREGATE ALONG THE LENGTH OF THE 12" SIZE) IN EACH TRENCH. GRADE AGGREGATE ALONG THE LENGTH OF THE TRENCH TO THE REQUIRED SLOPE, " MIN./ " MAX., (0.25% TO 0.5%). THE 132" MIN./ " MAX., (0.25% TO 0.5%). THE 116" MAX., (0.25% TO 0.5%). THE DOWNSTREAM END OF EACH TRENCH SHALL HAVE A 6-INCH MIN. DEPTH OF AGGREGATE AND THE DEPTH WILL GRADUALLY INCREASE TOWARD THE INLET END AS DETERMINED BY THE PIPE SLOPE AND TRENCH LENGTH. D.3. ASSEMBLE PERFORATED PIPE (NON-GASKETED 4-INCH PVC SDR-35) ON THE ASSEMBLE PERFORATED PIPE (NON-GASKETED 4-INCH PVC SDR-35) ON THE GRADED AGGREGATE BED TO THE SPECIFIED LENGTH, WITH PERFORATIONS DOWNWARD. INSTALL A CAP ON THE DOWNSTREAM END. CAREFULLY PLACE ADDITIONAL AGGREGATE OVER PIPE TO BED AND COVER THE PIPE (2-INCH MIN.) WHILE MAINTAINING THE SLOPE AND ROUNDNESS OF THE PIPE. COVER THE ENTIRE STONE SURFACE WITH NON-WOVEN CONSTRUCTION FABRIC AS SUCH AS TERRATEX NO. 4 OR APPROVED EQUAL. D.4. BACKFILL EACH COMPLETED TRENCH WITH THE MATERIAL EXCAVATED FROM THE NEXT BACKFILL EACH COMPLETED TRENCH WITH THE MATERIAL EXCAVATED FROM THE NEXT ADJACENT TRENCH BEING CONSTRUCTED. BACKFILL THE LAST TRENCH CONSTRUCTED WITH THE MATERIAL EXCAVATED FROM THE FIRST BY PUSHING WITH A SMALL TRACK-TYPE TRACTOR AND SHAPE FIELD TO THE FINAL FILL GRADE AS INDICATED ON THE PROFILE. D.5. COVER THE ENTIRE FIELD, INCLUDING TAPERED SLOPES, WITH MIN. 6-INCHES OF COVER THE ENTIRE FIELD, INCLUDING TAPERED SLOPES, WITH MIN. 6-INCHES OF TOPSOIL. THE TOPSOIL SHALL BE GRANULAR (NOT CLAYEY) AND MEET NYS DOT SPECIFICATIONS FOR TOPSOIL. BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION D.6. PLANT GRASS SEED (CONSERVATION MIX UNLESS SPECIFIED OTHERWISE BY OWNER) PLANT GRASS SEED (CONSERVATION MIX UNLESS SPECIFIED OTHERWISE BY OWNER) AND MULCH ENTIRE AREA OF FILL. MAINTAIN UNTIL SUFFICIENT VEGETATION IS ESTABLISHED TO PREVENT WASHING OUT OF TOPSOIL.

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RAISED WASTEWATER ABSORPTION FIELD LAYOUT PLAN

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2

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SCALE: 1" = 10'

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LOW PRESSURE EFFLUENT PIPE PROFILE

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1

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11

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SCALE: HORIZ. 1"=10' VERT. 1"=5'

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(STA 0+00 TO 1+50)

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SECTION A-A'

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SCALE: HORIZONTAL 1"=10'

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VERTICAL 1" = 5'

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(STA 0+00 TO 1+40)

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SECTION B-B'

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SCALE: HORIZONTAL 1"=10'

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VERTICAL 1" = 5'

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P.E. 81,539

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MITCHELL

ENVIRONMENTAL DESIGN PARTNERSHIP, LLP. CAROGA LAKE ...

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