bam designed by: checked by: as noted job no.:15-029-2
TRANSCRIPT
N.Y.S. ROUTE 54
K E U K A L A K E
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DRAWN BY: DRW
DESIGNED BY:
CHECKED BY:
BAM
BAM
SCALE: AS NOTED
JOB NO.: 15-029-2
DATE:
TAX MAP#:
140
EAST
LA
KE
ROA
D R
OU
TE 5
4
DRAWING TITLE:SITE PLAN
C100
NEW
BA
TH
RO
OM
S -
YMC
A C
AM
P C
OR
YSH
OW
ING
LA
ND
IN:
12/09/2016
61.03-1-1.1
BAM
1/11
/201
71
PER
NYS
DO
H A
ND
NYS
DEC
REV
IEW
BAM
1/26
/201
72
LEN
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RA
MP
& R
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LDG
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ARC
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LAN
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BAM
1/31
/201
73
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PER
LA
RSO
N D
ESIG
N G
ROU
P C
OM
MEN
TS
4 2 BEEM
AN
ST
CAN
AN
DAIG
UA, N
Y 14424
ww
w.m
arksengineering.com
Phone 585-329-6138
Fax: 585-485-6205
bm
arks@
marksengineering.com
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DIRECTOR'S CABIN
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DIRECTOR'S CABIN
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CRAIG VILLAGE
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ALUMNI CABIN
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NEW BATHROOM BUILDING
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MEAN HIGH WATER MARK
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MEAN SHORELINE - ORDINARY HIGH WATER MARK
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NEW ADA STONE WALK - 5% GRADE MAX
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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COUNCIL RING
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NEW STONE WALK
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JUNIOR BOATHOUSE
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LANDS N/F
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NAPLES
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061.72-1-6
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LANDS N/F
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THOMPSON
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061.72-1-7
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LANDS N/F
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YMCA
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061.03-1-2
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BOX
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ELECT.
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METER
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PAINT
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WATER
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PAINT
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GAS
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GLM
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HYD
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WV'S
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HYD
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WV
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WV'S
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HOUSE
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# 179
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ASPHALT DRIVE
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SPLIT RAIL FENCE
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ASPHALT DRIVE
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MB
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MB
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GRAVEL DRIVE
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MB
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GRAVEL DRIVE
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EX COMPLIANT GRAVEL DRIVE
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ASPHALT DRIVE
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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GRAVEL DRIVE
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GRAVEL DRIVE
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WELL
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GRAVEL DRIVE
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HOUSE
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# 215
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CLOTHESLINE
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ASPHALT
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DRIVE
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HOUSE
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APPROX. R.O.W.
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APPROX. R.O.W.
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DINING HALL & KITCHEN
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SEWER PERMANENT EASEMENT
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(E)SAN. LATERAL
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MAINTENANCE BUILDING
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DIRECTOR'S CABIN
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(E)BACKSTOP FENCE
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(E) SAND VOLLEYBALL PIT
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BASKETBALL COURT
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L.I.T. CABIN
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TENNIS COURTS
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PUMP HOUSE
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DIRECTOR'S CABIN
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CRAIG VILLAGE
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ALUMNI CABIN
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APPROX. R.O.W.
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BATHROOM
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BATHROOM
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CABIN
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NEW BATHROOM BUILDING
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MEAN HIGH WATER MARK
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MEAN SHORELINE - ORDINARY HIGH WATER MARK
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EX COMPLIANT GRAVEL DRIVE
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POND
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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GIFT SHOP
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17
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10
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21
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6
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7
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3
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2
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COUNCIL RING
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JUNIOR BOATHOUSE
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EX PROPERTY LINE
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CABIN
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CABIN
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CABIN
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GENERAL NOTES: 1. THE CONTRACTOR SHALL MAINTAIN ALL UTILITIES AND PROPERTY MARKERS. IT IS THE CONTRACTOR SHALL MAINTAIN ALL UTILITIES AND PROPERTY MARKERS. IT IS THE NYS LAW TO CALL NYS DIG SAFE FOR UFPO (811) PRIOR TO ANY EXCAVATION. 2. THE ROADWAY SHALL BE KEPT FREE OF DEBRIS DURING CONSTRUCTION. THE ROADWAY SHALL BE KEPT FREE OF DEBRIS DURING CONSTRUCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY CONTROL DEVICES. SUCH THE CONTRACTOR IS RESPONSIBLE FOR SAFETY CONTROL DEVICES. SUCH DEVICES (BARRICADES, FENCING, ETC.) SHALL BE IMPLEMENTED TO MINIMIZE RISK OF INJURY TO PEDESTRIANS AND WORKERS. CONSTRUCTION ACTIVITY SHALL BE CONDUCTED WITHIN COMPLIANCE WITH OSHA GUIDELINES. 4. PLANS ARE GRAPHIC REPRESENTATIONS OF WORK TO BE PERFORMED. THESE PLANS ARE GRAPHIC REPRESENTATIONS OF WORK TO BE PERFORMED. THESE PLANS ARE TO INTENDED TO CONVEY ENGINEERING INFORMATION ONLY. 5. CONTRACTOR TO VERIFY ALL LOCATIONS, GRADES AND INVERTS AND NOTIFY CONTRACTOR TO VERIFY ALL LOCATIONS, GRADES AND INVERTS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. 6. ALL SPECIFIED MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURES ALL SPECIFIED MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURES RECOMMENDATIONS OR INDUSTRY STANDARD. 7. THE ENGINEER IS NOT LIABLE FOR ANY MODIFICATIONS OR DEVIATIONS FROM THE ENGINEER IS NOT LIABLE FOR ANY MODIFICATIONS OR DEVIATIONS FROM THE APPROVED PLANS, NYS BUILDING CODES, AND/OR LOCAL REGULATIONS.
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SITE NOTES: 1. THE CONSTRUCTION SITE IS NOT WITHIN 100' OF A WETLAND AS DELINEATED BY NYS THE CONSTRUCTION SITE IS NOT WITHIN 100' OF A WETLAND AS DELINEATED BY NYS DEC. THERE ARE NOT NYS DEC DELINEATED OR APPARENT WETLANDS ON THE PROPERTY AS SHOWN. 2. THE CONSTRUCTION SITE IS WITHIN A 100 YEAR FLOODPLAIN OF KUEKA LAKE AS THE CONSTRUCTION SITE IS WITHIN A 100 YEAR FLOODPLAIN OF KUEKA LAKE AS DELINEATED BY FEMA PER MAP THE IS CLASSIFIED AS FLOOD ZONE "C". 3. WATER SUPPLY: PUBLIC - TOWN OF MILO WATER SUPPLY: PUBLIC - TOWN OF MILO 4. SANITARY SEWER: - TOWN OF MILO SANITARY SEWER: - TOWN OF MILO 5. BOUNDARY SURVEY WAS PRODUCED BY WILLIAM C LARSEN P.E., P.C. LS. DATED BOUNDARY SURVEY WAS PRODUCED BY WILLIAM C LARSEN P.E., P.C. LS. DATED 02/08/1979 AND FIELD MEASUREMENTS TAKEN BY MARKS ENGINEERING. 6. TOTAL PROPERTY AREA: 21+/- ACRES TOTAL PROPERTY AREA: 21+/- ACRES 7. PROPERTY ZONED AS RESORT RESIDENTIAL (RR). PROPERTY ZONED AS RESORT RESIDENTIAL (RR). 8. NYS SPDES PERMIT IS NOT REQUIRED FOR THESE CONSTRUCTION ACTIVITIES, NYS SPDES PERMIT IS NOT REQUIRED FOR THESE CONSTRUCTION ACTIVITIES, DISTURBANCE SHALL BE LESS THAN ONE ACRE. IF THE CONTRACTOR OR OWNER AT ANY TIME PLAN DISTURB GREATER THAN AN ACRE THE ENGINEER SHALL BE NOTIFIED. TOTAL DISTURBANCE AREA - 0.78 ACRES
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BULK TABLE
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PROPOSED
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REQUIRED
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FRONT SETBACK
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103.2'
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40'
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SIDE SETBACK
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279.9'
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15'
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REAR SETBACK
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332.0'
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30'
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BUILDING HEIGHT
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20'
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28'
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BLDG LOT COVERAGE
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~10%
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20%
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SITE PLAN
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1"=20'
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3
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K E U K A L A K E MEAN HIGH WATER MARK - 715.3' 100 YR FLOOD LEVEL - 720.8' RECORDED ELEVATION 10/21/2015 4AM - 713.84' AVERAGE WINTER LOW WATER LEVEL - 712.5'
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WALKWAY, DRAINAGE AND JUNIOR BOATHOUSE RENOVATIONS COMPLETED UNDER SEPARATE PERMIT SEE MARKS ENGINEERING PLANS FOR JUNIOR BOATHOUSE RENOVATIONS DATED - 03/02/2016
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MUNICIPAL SEWER PUMP TANK
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OVERALL CAMP MAP
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1"=100'
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1
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LOCATION MAP
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NTS
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2
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PROJECT SITE
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ROUTE 54
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EXISTING GRAVEL ACCESS DRIVE
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EXISTING EDGE OF TREES / BRUSH
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EXISTING UTILITY POLE W/ OVERHEAD LINE
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EXISTING EDGE OF WATER
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EXISTING GAS LINE
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EXISTING WATER MAIN
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EXISTING CONIFEROUS TREE
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GP
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EXISTING APPROXIMATE PROPERTY LINE
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EXISTING GRINDER PUMP
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EXISTING FORCE MAIN
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EXISTING APPROXIMATE RIGHT OF WAY LINE
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EXISTING DECIDUOUS TREE / SHRUB
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EXISTING HOUSE/ STRUCTURE
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EXISTING SANITARY SEWER LINE / LATERAL
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%%ULEGEND
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OHE
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EXISTING COMMUNICATIONS LINE
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COMM
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UE
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EXISTING UNDERGROUND ELECTRIC
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APPROX. R.O.W.
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ABBREVIATIONS ± APPROXIMATE APPROX. APPROXIMATE APPROXIMATE C.O. CLEAN OUT CLEAN OUT CONC. CONCRETE CONCRETE (E) EXISTING ELEV. EXISTING ELEV. EX EXISTING EXISTING FFE FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION BFE BASEMENT FLOOR ELEVATION BASEMENT FLOOR ELEVATION HYD. HYDRANT HYDRANT INV. INVERT INVERT LAT. LATERAL LATERAL MIN. MINIMUM MINIMUM (N) NEW NEW N NORTH NORTH N/F NOW OR FORMERLY NOW OR FORMERLY N.Y.S. NEW YORK STATE NEW YORK STATE NYSEG NEW YORK STATE ELECTRIC & GAS NEW YORK STATE ELECTRIC & GAS NYT NEW YORK TELEPHONE NEW YORK TELEPHONE 0.C. ON CENTER ON CENTER R= RADIUS EQUALS RADIUS EQUALS R.O.W. RIGHT-OF-WAY RIGHT-OF-WAY SAN. SANITARY SANITARY (TYP.) TYPICAL TYPICAL U.G. UNDERGROUND UNDERGROUND W/ WITHWITH
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TYPE "U" OCCUPANCY
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DRAWN BY: DRW
DESIGNED BY:
CHECKED BY:
BAM
BAM
SCALE: AS NOTED
JOB NO.: 15-029-2
DATE:
TAX MAP#:
140
EAST
LA
KE
ROA
D R
OU
TE 5
4
DRAWING TITLE:UTILITY PLAN
C200
SHO
WIN
G L
AN
D IN
:
12/09/2016
61.03-1-1.1
NEW
BA
TH
RO
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S -
YMC
A C
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P C
OR
Y
1
BAM
1/11
/201
71
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NYS
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BAM
1/26
/201
72
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MEN
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4 2 BEEM
AN
ST
CAN
AN
DAIG
UA, N
Y 14424
ww
w.m
arksengineering.com
Phone 585-329-6138
Fax: 585-485-6205
bm
arks@
marksengineering.com
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SEWER PERMANENT EASEMENT
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MAINTENANCE BUILDING
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DIRECTOR'S CABIN
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DIRECTOR'S CABIN
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CRAIG VILLAGE
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NEW BATHROOM BUILDING
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EX RPZ INSIDE BUILDING
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MEAN HIGH WATER MARK
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NEW 2" CURB STOP W/DRAIN, & VALVE BOX
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EX FORCEMAIN
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MEAN SHORELINE - ORDINARY HIGH WATER MARK
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UE
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UE
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UE
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UE
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UE
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UE
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UE
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UE
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NEW CLEAN OUT
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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7
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3
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UE
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COUNCIL RING
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EX WATER ON TOP OF GROUND
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JUNIOR BOATHOUSE
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EX E-ONE DH2010 700 GPD PUMP STATION
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OHE
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OHE
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OHE
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OHE
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UE
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UE
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EX STONE DRIVE
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TRENCHED FORCEMAIN
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UTILITY PLAN
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1"=20'
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1
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UTILITY NOTES: 1. ALL NEW WATER PIPING SHALL BE INSTALLED AT A DEPTH GREATER THAN 60" FROM GROUND ALL NEW WATER PIPING SHALL BE INSTALLED AT A DEPTH GREATER THAN 60" FROM GROUND SURFACE. 2. ALL UTILITY WORK SHALL BE IN CONFORMANCE W/ TOWNS STANDARDS AND COORDINATED W/ ALL UTILITY WORK SHALL BE IN CONFORMANCE W/ TOWNS STANDARDS AND COORDINATED W/ UTILITY COMPANY. 3. BOTTOM OF PUMP STATION SHALL BE HIGHER THAN THE MEAN HIGH WATER LEVEL (715.3). IF BOTTOM OF PUMP STATION SHALL BE HIGHER THAN THE MEAN HIGH WATER LEVEL (715.3). IF LOWER THAN 715.3 PROVIDE MANUFACTURE RECOMMENDED BALLAST. 4. E-ON SHALL BE CONTROL BY MANUFACTURES CONTROL PLAN W/ HIGH WATER ALARM. E-ON SHALL BE CONTROL BY MANUFACTURES CONTROL PLAN W/ HIGH WATER ALARM. 5. HIGH WATER ALARM SHALL HAVE SEPARATE CIRCUITRY THAN PUMP. HIGH WATER ALARM SHALL HAVE SEPARATE CIRCUITRY THAN PUMP. 6. ALL ELECTRIC SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT NATIONAL ELECTRIC ALL ELECTRIC SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT NATIONAL ELECTRIC CODE AND INSPECTED BY A THIRD PARTY. 7. ALL ELECTRIC SHALL BE THHN TYPE WIRE BURIED IN SCH 40 RIGID CONDUIT. ALL ELECTRIC SHALL BE THHN TYPE WIRE BURIED IN SCH 40 RIGID CONDUIT.
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NEW DOWNSPOUTS SPLASH TO GRADE W/ SPLASH BLOCKS (TYP OF 2)
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WALKWAY, DRAINAGE AND JUNIOR BOATHOUSE RENOVATIONS UNDER SEPARATE PERMIT SEE PLANS DATED - 03/02/2016
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CONNECT TO EXISTING WATER SERVICE AFTER METER AND RPZ
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200LF NEW 2" 160 PSI HDPE LATERAL
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TRENCH
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TRENCH
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OPEN
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SHEETED
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OUTSIDE OF BELL
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OR 2'-6" WHICHEVER IS GREATER
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WHEN REQUIRED
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EXCAVATION BELOW SUBGRADE
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2
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1
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EXCAVATION BELOW SUBGRADE DEPTH AS DIRECTED
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HAND COMPACTED LINING MATERIAL
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10"-12" MACHINE COMPACTED LINING MATERIAL OUTSIDE OF BELL
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2
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DETAIL: WATERLINE & FORECMAIN TRENCH
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NOT TO SCALE
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%%UGRAVITY SEWER AND LATERAL TRENCH DETAIL
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N.T.S.
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12"
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PVC
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CRUSHED STONE
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BOX, OR SHEETING & BRACING PER
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OSHA SPECIFICATIONS. TRENCH BOX OR
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SHEETING AND BRACING TO BE LIFTED
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UNDISTURBED
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EARTH OR ROCK
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ABOVE THE SPRING LINE OF PIPE
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BEFORE BACKFILLING ABOVE SPRING LINE.
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SPRING LINE
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TO BE THOROUGHLY COMPACTED
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OUT TO SIDES OF WALLS BEFORE
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PLACING INITIAL BACKFILL OVER
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SLOPE TRENCH WALLS, USE TRENCH
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HAUNCH AREA:
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PIPE.
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CRUSHED STONE
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I.D.
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SEWER
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CONTRACTOR TO PROVIDE SAFE EXCAVATION;
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COMPACTED SELECT FILL
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COMPACTED SELECT GRANULAR FILL
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12" MIN.
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GRASS AREA - LAWN
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RESTORATION OF NEW
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TOP SOIL AND SEED
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6" TOPSOIL
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TRENCH EXCAVATION
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AND BACKFILL LIMIT
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O.D. + 2' (MIN)
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SEE PAVEMENT SECTION AND
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JOINT DETAIL.
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%%UNOTE:
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PAVEMENT
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WARNING TAPE APPROXIMATELY
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2' ABOVE SANITARY LATERAL.
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INITIAL SAW CUT
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GRASS
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6'-0"
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TEMPORARY SILT
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FENCE (SEE DETAIL)
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6"
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MIN
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SUBBASE COURSE (TYPE 2) AND
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BACKFILL TO ASPHALT WITH
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CONTROLLED DENSITY BACKFILL.
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COMPACT TO 95% AASHTO. OR
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3
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NEW UNDERGROUND ELECTRIC
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NEW E-ONE DH152-93 DUPLEX GRINDER PUMP STATION FIELD VERIFY INVERT
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CONTROL PANEL W/ HIGH WATER ALARM
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EX SAN ABANDON IN PLACE CAP BOTH ENDS AND ENSURE WATERTIGHT PENETRATION AT EX PUMP STATION
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400LF NEW 2" 160 PSI HDPE FORCEMAIN
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PUMP TO MUNICIPAL SEWER SYSTEM. COORDINATE W/ MUNICIPALITY
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UTILITY PLAN CONTINUATION
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1"=20'
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4
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ROUTE 54
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EX MILO MUNICIPAL PUMP STATION
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PROPERTY LINE
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TOWN OF MILO BUILDINGS
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EX FORCEMAIN
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NEW FORCEMAIN
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MUNICIPAL SEWER SYSTEM
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MATCH TO CONTINUATION (LEFT)
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MATCH TO PLAN (RIGHT)
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RIGHT OF WAY
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TRACER WIRE WRAPPED AROUND BURIED PIPING AND BONDED TO ALL METAL FITTINGS AND VALVE BOXES.
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PERMENANT SEWER EASEMENT
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MAIN
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WATER
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WATER
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MAIN
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SANITARY OR
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STORM SEWER
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GROUND
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DETAIL: WATERLINE RELATIONSHIP TO SEWERS
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NOT TO SCALE
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5
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TIE INTO EX FORCEMAIN OUTSIDE OF PUMPSTATION
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ALL SEWER AND WATER WORK SHALL BE COORDINATED, INSPECTED AND APPROVED BY TOWN SEWER AND WATER OPERATOR(S) AND/OR TOWN ENGINEER.
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PROVIDE E-ONE STAINLESS CHECK VALVE AND ISOLATION VALVE
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10' SANITARY EASEMENT TO TOWN OF MILO
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10' SANITARY EASEMENT TO TOWN OF MILO
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JOB NO.: 15-029-2
DATE:
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DRAWING TITLE:GRADING PLAN
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ww
w.m
arksengineering.com
Phone 585-329-6138
Fax: 585-485-6205
bm
arks@
marksengineering.com
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CRAIG VILLAGE
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BFE - 719.0 FFE - 727.67
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NEW BATHROOM BUILDING
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MEAN HIGH WATER MARK
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MEAN SHORELINE - ORDINARY HIGH WATER MARK
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725
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734
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733
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732
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731
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731
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730
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729
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728
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727
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726
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724
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723
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722
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721
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720
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715
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714
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713
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728
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729
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729
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727
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726
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725
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724
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723
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722
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728
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PROVIDE AND MAINTAIN SILT FENCE DURING CONSTRUCTION (TYP)
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X
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X
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X
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X
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X
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CABIN
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CABIN
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CABIN
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CABIN
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CABIN
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COUNCIL RING
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730
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FFE = 733.0
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731
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732
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733
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734
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729
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728
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727
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JUNIOR BOATHOUSE
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735
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730
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GRADING AND EROSION AND SEDIMENT CONTROL PLAN
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1"=20'
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1
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EROSION AND SEDIMENT CONTROL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF EROSION AND THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF EROSION AND SEDIMENTATION DURING CONSTRUCTION. SILT FENCE SHALL BE INSTALLED AND MAINTAINED AS NEEDED. 2. SOIL DISTURBANCES SHALL BE STABILIZED IMMEDIATELY. DISTURBED SOIL THAT SOIL DISTURBANCES SHALL BE STABILIZED IMMEDIATELY. DISTURBED SOIL THAT WILL REMAIN LONGER THAN 14 DAYS SHALL BE TEMPORARILY STABILIZED WITHIN 7 DAYS. SOIL SHALL BE STABILIZED WITH NORTHERN GRASS SEED MIXTURE OR APPROPRIATE SEED MIXTURE FOR CONDITIONS. GRASS SEED SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS. MULCH STRAW APPLIED AT A RATE OF 2 BALES / 1000 SQFT SHALL BE APPLIED OVER GRASS SEED TO PROTECT UNTIL STABILIZATION WITH GRASS. HYDRO-SEED W/ TACIFIER MAY BE INSTALLED AS AN ALTERNATE. 3. CONTRACTOR SHALL INSPECT THE SITE DAILY FOR SIGNS OF EROSION. IF ANY CONTRACTOR SHALL INSPECT THE SITE DAILY FOR SIGNS OF EROSION. IF ANY EROSION OR SEDIMENTATION OCCUR CONTRACTOR SHALL IMMEDIATELY PROVIDE PROPER CONTROLS TO STABILIZE THE SITE. 4. SLOPE GREATER THAN 3 ON 1 SHALL BE STABILIZED WITH JUTE FABRIC SLOPE GREATER THAN 3 ON 1 SHALL BE STABILIZED WITH JUTE FABRIC INSTALLED AS PER MANUFACTURES SPECIFICATIONS AS REQUIRED. 5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN STALLED ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN STALLED IN ACCORDANCE WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENTATION CONTROLS. 6. INSTALL AND MAINTAIN TEMPORARY DIVERSION SWALES AS NEEDED TO INSTALL AND MAINTAIN TEMPORARY DIVERSION SWALES AS NEEDED TO CONTROL RUNOFF DURING CONSTRUCTION. 7. THE SITE SHALL BE COMPLETELY STABILIZED FOLLOWING CONSTRUCTION THE SITE SHALL BE COMPLETELY STABILIZED FOLLOWING CONSTRUCTION ACTIVITIES AND ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF PROPERLY. 8. IMMEDIATELY STABILIZE AREAS SURROUNDING CURTAIN DRAINS W/ SEED AND IMMEDIATELY STABILIZE AREAS SURROUNDING CURTAIN DRAINS W/ SEED AND MULCH AFTER DRAINS ARE INSTALLED.
AutoCAD SHX Text
DRIVEWAY, AND GRADING NOTES: 1. CUT AND FILL SLOPES SHALL NOT EXCEED 2 ON 1. CUT AND FILL SLOPES SHALL NOT EXCEED 2 ON 1. 2. WALKWAYS SHALL NOT EXCEED 18.3% TRAVERSING SLOPE AND 2% WALKWAYS SHALL NOT EXCEED 18.3% TRAVERSING SLOPE AND 2% CROSS SLOPE. 3. SITE SHALL BE GRADED SUCH THAT THERE IS POSITIVE DRAINAGE AT A SITE SHALL BE GRADED SUCH THAT THERE IS POSITIVE DRAINAGE AT A MINIMUM OF 2% AWAY FROM ANY BUILDINGS, STRUCTURES, AND WALKWAYS. 4. TOPSOIL SHALL BE STRIPED OF AREAS PLANNED FOR CONSTRUCTION TOPSOIL SHALL BE STRIPED OF AREAS PLANNED FOR CONSTRUCTION AND REAPPLIED AFTER GRADING IS FINISHED. ANY UNUSED TOPSOIL SHALL BE HAULED OFFSITE. TOPSOIL SHALL BE APPLIED AT A DEPTH OF 6". IMPORT NEW SCREENED TOPSOIL AS REQUIRED. TOPSOIL SHALL BE FREE OF WEED SEED AND CONTAIN MORN THAN 50% ORGANIC MATERIAL. 5. DRAINAGE SWALES SHALL HAVE A MINIMUM DEPTH OF 12" AND MINIMUM DRAINAGE SWALES SHALL HAVE A MINIMUM DEPTH OF 12" AND MINIMUM WIDTH OF 4'. SWALES SHALL HAVE A LINEAR SLOPE OF MINIMUM 2% (1' RISE PER 50' RUN) AND MAXIMUM SIDE SLOPE OF 1' RISE PER 3' RUN.
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NEW STONE WALK MAX 5% GRADE W/ 2% CROSS SLOPE
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CLEAR BRUSH AND DEBRIS AS REQUIRED
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COMPACTED SUBGRADE
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4" CR#1
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TYPICAL STONE WALK SECTION
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NTS
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2
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MARIFI 600X OR EQUAL
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2" STONE DUST OR PEASTONE
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TYPICAL SILT FENCE DETAIL
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NTS
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3
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CONSTRUCTION SPECIFICATIONS
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FLOW
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FLOW
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5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
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4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIRONMENT, OR APPROVED EQUIVALENT.
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FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
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FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
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2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
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3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-
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LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
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OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
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1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
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"BULGES" DEVELOP IN THE SILT FENCE.
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MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
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FLOW
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PERSPECTIVE VIEW
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SECTION VIEW
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36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND.
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WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING)
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2"x2"x36" MIN. FENCE POST
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WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH
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UNDISTURBED GROUND
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COMPACTED SOIL
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EMBED FILTER CLOTH A MIN. OF 6" IN GROUND.
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WATER FOR TESTING AND FLUSHING SHALL BE OBTAINED FROM EXISTING WATER SYSTEM.
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ARRANGEMENTS SHALL BE MADE WITH THE WATER DEPARTMENT FOR PAYMENT OF
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WATER USED.
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FLUSH MAINS AND SERVICES BEFORE TESTING. MINIMUM FLUSHING VELOCITY SHALL BE
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3 FEET PER SECOND.
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BEFORE TESTING, SECTIONS ADJACENT TO THE TEST SECTION SHALL BE FILLED WITH
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WATER. THE CONTRACTOR SHALL FURNISH ALL WATER, EQUIPMENT, CONNECTIONS, PIPING,
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METERS, MEASURING DEVICES, PUMPS, AND TEMPORARY ENCLOSURES NECESSARY TO
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PERFORM THE REQUIRED TESTS.
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TESTING SHALL MEET THE REQUIREMENTS OF AWWA C906 & C605 OF THE SPECIFICATIONS. ALL
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PRESSURE TESTS MUST BE WITNESSED BY A TOWN OF MILO DPW REPRESENATIVE
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1.
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2.
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3.
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4.
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%%UWATER TESTING AND DISINFECTION NOTES:
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ANY PUMP, PIPE, CONNECTIONS, GAUGES, AND MEASURING DEVICES SHALL BE
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ALL WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH
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AWWA C 651 DISINFECTING WATER MAINS, ITEM 5.1 DELETED, AND THE REQUIREMENTS
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OF NYS DEPARTMENT OF HEALTH, USING THE CONTINUOUS FEED METHOD. THE
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REQUIREMENTS OF NYS DEPARTMENT OF HEALTH SHALL GOVERN WHEN THERE IS A
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CONFLICT. USE 50 PPM INITIAL CHLORINE DOSE. DISINFECTANT SHALL REMAIN IN
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THE SYSTEM FOR A PERIOD OF 24 HOURS AFTER WHICH THE RESIDUAL SHALL BE AT
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LEAST 25 PPM. FOLLOWING DISINFECTION, ALL TREATED WATER SHALL BE THOROUGHLY
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FLUSHED FROM THE MAIN.
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THE INTERIORS OF ALL APPURTENANCES AND SECTIONS OF WATER MAIN THAT CANNOT
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NORMALLY BE DISINFECTED SHALL BE SWABBED BY THE CONTRACTOR, TO THE SATIS-
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FACTION OF THE ENGINEER, WITH A CONCENTRATED CHLORINE SOLUTION CONTAINING
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NO LESS THAN 200 PPM OF FREE CHLORINE. THE CONTRACTOR SHALL ALSO DISINFECT
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ALL EXISTING WATER LINES AND APPURTENANCES WHICH WERE BROKEN, DAMAGED,
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CONTAMINATED, OR SUSPECTED OF BEING CONTAMINATED AS A RESULT OF WORK DONE
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WITH THIS PROJECT.
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6.
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7.
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9.
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8.
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WATER USED FOR DISINFECTING THE WATER MAINS, IF DISCHARGED TO THE STREAMS,
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MUST HAVE A CHLORINE RESIDUAL NOT EXCEEDING 0.05 mg/l AT THE POINT OF DISCHARGE.
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THE CONTRACTOR IS RESPONSIBLE TO ATTAIN THIS CHLORINE RESIDUAL LEVEL BY WHATEVER
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MEANS NECESSARY, AT NO COST TO THE OWNER.
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CALIBRATED TO THE SATISFACTION OF THE ENGINEER.
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THE CONTRACTOR SHALL NOT INSTALL CORPORATION STOPS FOR THE SERVICES UNTIL THE WATER
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MAIN HAS PASSED THE PRESSURE TEST, HAS PASSED ALL HEALTH SAMPLE TESTING, ALL SAMPLE
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TO INSTALL THE SERVICES FROM THE OWNER/ENGINEER. THE OWNER/ENGINEER WILL PROVIDE
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THE CONTRACTOR A LISTING OF PROPERTIES THAT HAVE BEEN APPROVED FOR WATER SERVICE
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5.
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DISINFECTION CORPORATIONS HAVE BEEN REMOVED AND PLUGGED, THE WATER MAIN HAS BEEN
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PLACED IN SERVICE BY THE WATER AUTHORITY AND THE CONTRACTOR HAS RECEIVED APPROVAL
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INSTALLATION.
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INSTALL AND MAINTAIN SILT FENCE DURING CONSTRUCTION
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EX WATER SERVICE PER AS-BUILTS BY LARSON DATED 5/13/14
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4
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DETAIL: WATERLINE AND SEWER CROSSINGS
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NOT TO SCALE
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SANITARY/STORM SEWER
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NOTE:
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CLASS "C" CONCRETE ENCASEMENT
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WATER
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MAIN
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WATER MAIN AND TOP OF SEWER
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18" MIN BETWEEN BOTTOM OF
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MAIN
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WATER
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SANITARY/STORM SEWER
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THEN ALL SEWER JOINTS WITHIN 10 FEET MUST BE ENCASED IN CONCRETE.
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IF DISTANCE FROM WATER MAIN TO SEWER JOINT IS LESS THAN 5 FEET MINIMUM,
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(CONCRETE MUST BE LAID UP TO NEXT BELL OR COLLAR BEYOND THE 5 FEET MIN)
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ATTACH TO STUBBED CONNECTION POINT
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Phone 585-329-6138
Fax: 585-485-6205
bm
arks@
marksengineering.com
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EX GRADE
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PROPOSED GRADE
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NEW FORCEMAIN
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CROSS EXISTING UNDERGROUND ELECTRIC
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NEW E-ONE PUMP STATION
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CONNECT TO MUNICIPAL FORCEMAIN W/ APPROVED CONNECTION
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MUNICIPAL PUMP STATION
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NEW UNDERGROUND ELECTRIC
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EX FORCEMAIN
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CROSS EXISTING UNDERGROUND ELECTRIC
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1
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FORCEMAIN PROFILE
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H: 1"=20 V: 1"=10'
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1. SANITARY SEWER NOTES SANITARY SEWER NOTES 2. APPLICATION DETAILS AND NOTES PERTAIN TO THIS PROJECT UNLESS APPLICATION DETAILS AND NOTES PERTAIN TO THIS PROJECT UNLESS OTHERWISE NOTED SANITARY SEWER SERVICE TO THE BUILDING TO BE SDR-35 PVC WITH RUBBER 3. RING GASKET. RING GASKET. 4. STANDARD LEAKAGE AND DEFLECTION TESTS REQUIRED ON ALL SEWER MAINS, STANDARD LEAKAGE AND DEFLECTION TESTS REQUIRED ON ALL SEWER MAINS, 5. SANITARY SEWERS SHALL BE TESTED AFTER THE INSTALLATION OF THE WATER SANITARY SEWERS SHALL BE TESTED AFTER THE INSTALLATION OF THE WATER MAINS AND SERVICES. SANITARY PIPING SHALL BE AIR TESTED TO 150% OF THE STANDARD OPERATING PRESSURE. 6. CONTRACTOR SHALL RECORD AND PROVIDE ENGINEER WITH AS BUILT LOCATIONS. CONTRACTOR SHALL RECORD AND PROVIDE ENGINEER WITH AS BUILT LOCATIONS. 7. ALL BACKFILL MATERIALS IN AREAS UNDER PROPOSED PAVEMENT ARE REQUIRED ALL BACKFILL MATERIALS IN AREAS UNDER PROPOSED PAVEMENT ARE REQUIRED TO BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY VALUE. 8. LINING MATERIAL FOR PIPE TO BE R.O.C. MEETING THE FOLLOWING GRADATION: LINING MATERIAL FOR PIPE TO BE R.O.C. MEETING THE FOLLOWING GRADATION: % PASSING SIEVE SIZE SIEVE SIZE SIEVE SIZE 100 1-1/2 50-60 1/4 0-10 #200 9. MINIMUM SLOPE FOR SEWER LATERALS TO BE 2% (1/4"/FT).MINIMUM SLOPE FOR SEWER LATERALS TO BE 2% (1/4"/FT).
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Fax: 585-485-6205
bm
arks@
marksengineering.com
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bm
arks@
marksengineering.com
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