64-595 - 24 WINTER ISLAND ROAD - CONSERVATION COMMISSION (002) DEP 64- SqS
Plans
I
N LEGEND
EXISTING CONTOUR
�✓ EXISTING SPOT GRADE
S
\ S W W \ S � S S S PROPERTY LINE
S S --S S -- S �— SO — S
'S W W W WI W w APPROXIMATE EDGE OF WETLAND
TRENCH DRAIN
L7_/ SERVICE NEW WATER D DRAIN LINE
SERVICE
G __ G G --- S SEWER LINE
D � — G �— —_ — G_— D— S D — D D D W WATER LINE
/
G GAS LINE
O
GRANITE DRAIN FROM DOWNSPOUTS OD DRAIN MANHOLE
PAVERS AND TRENCH DRAIN O
SEWER MANHOLE
NEW GAS SERVICE
NEW SEWER SERVICE I I AS-BUILT NOTES
Grr /
. .. NEW,'
. ..'D'.'. '.Q GARAGEISHED I /.
DOWNSPOUT - I 1 . AS—BUILT PLAN BASED ON PLAN PREPARED BY OAK
(TYP-) CONSULTING GROUP SUBMITTED WITH PROJECT NOTICE
PLANTING BEDS OF INTENT AS MODIFIED BASED ON FIELD
^ I OBSERVATIONS AND LIMIITED MEASUREMENTS OF
i I AS—BUILT CONDITIONS ON FEBRUARY 4, 2016.
279.00' — —
� —
APPROXIMATE EDGE OF
WETLAND AS OBTAINED FROM
CITY OF SALEM GIS �— � 3�P�jH OF M48s9c
A L F m
AV Y I
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0 5 Z 70 /( 20
SCALE in FEET
1"=10'
J. and Jean O. Karam Date: February 24,2016
OCG P.O. urypoM3 site Douglas AB-1
Ncwbypurt,MA 0 195 AS-BUILT PLAN 24 Winter Island Road
Ph.978312.3120 Project: 12045
Oak CA�nsulting Group Salem, Massachusetts
Site:
N
24 WINTER ISLAND ROAD
SALEM, MASSACHUSETTS
N/F N/F
MORIARTY / PARCH
MAP 44 MAP 44
LOT 0031 0
LOT 0030 '
Prepared For:
S W = I S S S DOUGLAS J. AND JEAN O. KARAM
S S �- O -- 25 WINTER ISLAND ROAD
�S — S W W W W — W - - W — -
�� G
UTILITY INSTALL AND MAINTAIN CATCH SALEM, MASSACHUSETTS
I //
�\ SERVICE +8 25 BASIN INLET PROTECTION
0 G ��CONNECTIONS I a BARRIER
12I
- G _
D G -- D
- -
�_ _ L=194' IC G- - D D -
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-� I ,3'�X db
o - - - LEGEND
8.52
�
CONSTRUCT DRIVE
� MATERIAL TO BE
I �
,s' DETERMINED P- EXISTING CONTOUR
" +639 EXISTING SPOT GRADE
N/F CONSTRUCT 8.2 +8.39 1'0
N/F �pLO
RAMP I PERKINS ~L
PAGE I MAP 44 PROPERTY LINE
LOT P0033 w I I I W _ E _Il.' II _I
> PROPOSED I o LOT oo2s APPROXIMATE EDGE OF WETLAND . I 1 1I
0 18 -0-
GARAGE/SHED `� of
_ /
0 0 o Irl 11 �,,
D - DRAIN LINE I � • j � (U
Z l s ---- .I �� [ 11i-
z + 13 +8.32 SEWER LINE r EE
` 9i3
PROTECT CHAIN T' a 9 -
LINK FENCE ' - I - WATER LINE 1 ry 1 L •. IILIt _
_ - ,
-
L W Ik.Ji� I�iLt^k�l N C L,- 1' '1M
- - 8.. I r _
279.00' GAS LINE LLij 1� I (, _....
-86 08 40 34 .... _ - -86'08'40"E - - G MANHOLE
11
l / +5.08 6 - - - - ' +s.21 5.10 48 O DRAIN
APPROXIMATE EDGE OF REMOVE O SEWER MANHOLE
WETLAND AS OBTAINED FROM
EXISTING
CITY OF SALEM GIS TREES
INSTALL AND MAINTAIN PROPOSED SEDIMENTATION BARRIER
N/F SEDIMENTATION BARRIER
PLUMMER FARM SCHOOL DURING CONSTRUCTION -w—w—w- PROPOSED WATER LINE
MAP 44
LOT 0029
-Ps—rs—vs— PROPOSED SEWER LINE
—as—cts— PROPOSED GAS LINE
SITE PLAN NORTH ELEVATION
1"=10'
D F Mq SS c
g AL
A FI
GENERAL NOTES
7 y
1. EXISTING CONDITIONS BASED ON PLOT PLAN OF LAND PREPARED BY NORTH SHORE SURVEY CORPORATION DATED
STAKE ON JANUARY 10, 2013. TOPOGRAPHIC DATA OBTAINED BY FIELD SURVEY PERFORMED BY DGT SURVEY, INC ON MAY 7, om
10' LINEAL 2015.
CATCH BASIN GRATE GEOTEXTILE ADAPTER SKIRT SPACING
2. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29)
S
REMOVAL STRAP AREA TO BE PROTECTED 3. SITE IS LOCATED WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE BASED ON ZONE AE 14 (NAVD88) AS
WATER FLOW MAPPED ON FEMA FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 25009CO436G EFFECTIVE JULY 16, 2014.
4. UNDERGROUND UTILITIES HAVE NOT BEEN SURVEYED. LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE BASED h
ON LOCATION OF SURVEYED SURFACE FEATURES AND INFORMATION OBTAINED FROM THE CITY OF SALEM GIS. r
WORK AREA 13 FILTREXX COMPOST BEFORE EXCAVATING, BACKFILLING, GRADING OR OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED
SILTSOXX INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL CALL "DIG SAFE" OCG
AT 1 -888-344-7233. NEITHER THE OWNER NOR THE THE ENGINEER ASSUME RESPONSIBILITY FOR DAMAGES
2" X 2" WOODEN STAKE INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. Oak Consulting Group
FILTREXX SILTSOXX 5. SIZE AND CONFIGURATION OF WATER AND SEWER SERVICES TO BE DETERMINED DURING CONSTRUCTION AND SHALL
P.O. Box 1123
12' - 18" TYPICAL AL BE COORDINATED WIITH THE CITY OF SALEM. ELECTRIC AND GAS SERVICES SHALL BE COORDINATED WITH THE Newburyport, MA 01950
) 3 - 4 UTILITY COMPANIES. PL 508.284.4800
AREA TO BE PROTECTED
WORK AREA 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
7. MODIFICATIONS TO THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE SALEM CONSERVATION COMMISSION. SITE PLAN TO
12"± 7.
NOTES:
NOTICE OF INTENT
SEDIMENT ACCUMULATION 1. ALL MATERIAL TO MEIET FILTREXX SPECIFICATIONS
NOTES: 2. SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPUCATION REQUIREMENTS.
1. CATCH BASIN PROTECTION TO BE "SILTSACK" (BY ACF ENVIRONMENTAL) OR "STREAM GUARD" (BY FOSS
3. SILTSOXX SHALL BE INSTALLED PERPENDICULAR TO THE SLOPE AND PER MANUFACTURER'S
ENVIRONMENTAL SERVICES) OR EQUAL. RECOMMENDATIONS
2. INSERT TO BE EMPTIED AND PROPERLY DISPOSED OF WHEN IT IS 1/2 FULL OF SEDIMENT. 4. AFTER SITE IS STABILIZED, COMPOST MATERIAL TO BE DISPERSED ON SITE AS DETERMINED BY
3. INSPECT INSERT AFTER ALL RAINFALL EVENTS, REPAIR AND MAINTAIN AS REQUIRED. ENGINEER.
4. INSTALL INLET PROTECTION BARRIERS IN ALL EXISTING AND PROPOSED CATCH BASINS WITHIN AND IMMEDIATELY
DOWN STREAM OF THE AREA OF WORK.
1 Site Grades & EC Location 6/19/15
No. Revision/Issue Date
Design by: Checked by:
INLET PROTECTION BARRIER SEDIMENTATION BARRIER PFA SPM
Drawn by:
NOT TO SCALE NOT TO SCALE PFA
Project: Date:
REUL'»NE 12046 MAY 15, 2015
JU`I 2 2 M1'0 Sheet:
DEPT.OF PLANNING&
COMMUNITY DEVELOPMENT
Site:
N 24 WINTER ISLAND ROAD
SALEM, MASSACHUSETTS
N/F N/F
MORIARTY 1 PABICH
41 MAP 44 MAP 44 a
LOT 0031 LOT 0030 Prepared For:
WNci _ S S - S DOUGLAS J. AND JEAN O. KARAM
1`~ S W S �y� S S �-- S Q S s 25 WINTER ISLAND ROAD
S S W W W
UTILITY INSTALL AND MAINTAIN CATCH rl W W SALEM, MASSACHUSETTS
- ' — 9 /
GG fJ BASIN INLET PROTECTION
D SERVICE
._CONNECTIONS ( +8'25 leBARRIER
n (3 V D D — -
- L=19. 4' ED _.-S$6'o`�' : D �-�-.-
R=16800' D
L_ 25.30 " = 1&0 <
LEGEND
9 CONSTRUCT DRIVE
MATERIAL TO BE
10 I I DETERMINED - - -8— EXISTING CONTOUR
n g ;
+8.39 EXISTING SPOT GRADE
N/F CONSTRUCT 1&2 I - 1•a N/F CiOtt) CV>D
PAGE I RAMP PERKINS PROPERTY LINE ~ '
MAP 44 I I 1 MAP 44 /
LOT 0033 w ; w LOT 0029
PROPOSED to APPROXIMATE EDGE OF WETLAND
o — 18' GARAGE/SHED -
na
FF-18.5 +� D DIN LINE
O
T
Z Z ..- f i ®I LLQ 1'
S SEWER LINE i
PROTECT CHAIN • ps
LINK FENCE � ( - W WATER LINE 1
I
-
l
L _ - 279.00' GAS LINE
S86'OB 40
S$6'08'40"E Ilt C. ! I I
DRAIN MANHOLE
� `.. .
+548
APPROXIMATE EDGE OF -
WETLAND AS OBTAINED FROM REMOIVE SEWER MANHOLE
CITY OF SALEM GIS EXISTIING
TREESINSTALL AND MAINTAIN PROPOSED SEDIMENTATION BARRIER
N/F SEDIMENTATION BARRIER
PLUMMER FARM SCHOOL DURING CONSTRUCTION —w—w—w— PROPOSED WATER LIME
MAP 44
_OT 0029
—rs—rs—rs— PROPOSED SEWER LIME
—as—ons— PROPOSED GAS LINE
SITE PLAN NORTH ELEVATION
1"=10'
0 F Mq SS�c
GENERAL INOTES A L F
t A Y I
o -1
U I Cn
7
1 . EXISTING CONDITIONS BASED ON PLOT PLAN OF LAND PREPARED BY NORTH SHORE SURVEY CORPORATION DATED
STAKE ON JANUARY 10, 2013. TOPOGRAPHIC DATA OBTAINED BY FIELD SURVEY PERFORMED BY DGT SURVEY, INC ON MAY 7, lowm
10' LINEAL 2015.
GEOTEXTILE ADAPTER SKIRT SPACING S 15--15-
CATCH BASIN GRATE 2. ELEVATONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29)
AREA TO BE PROTECTED 3. SITE IS LOCATED WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE BASED ON ZONE AE 14 (NAVD88) AS
REMOVAL STRAP WATER FLOW
MAPPED ON FEMA FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 25009C0436G EFFECTIVE JULY 16, 2014.
4. UNDERGROUND (UTILITIES HAVE NOT BEEN SURVEYED. LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE BASED
CON LOCATION OFSURVEYED SURFACE FEATURES AND INFORMATION OBTAINED FROM THE CITY OF SALEM GIS.
WORK AREA FILTREXX COMPOST BEFORE EXCAVATING, BACKFILLING, GRADING OR OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED
C SILTSOXX INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL CALL "DIG SAFE" OCG
AT 1-888-344-7233. NEITHER THE OWNER NOR THE THE ENGINEER ASSUME RESPONSIBILITY FOR DAMAGES
2" X 2" WOODEN STAKE INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. Oak Consulting Group
5. SIZE AND CONRIGURATION OF WATER AND SEWER SERVICES TO BE DETERMINED DURING CONSTRUCTION AND SHALL P.O. Box 1123
ALTREXX SILTSOXX BE COORDINATED WITH THE CITY OF SALEM. ELECTRIC AND GAS SERVICES SHALL BE COORDINATED WITH THE Newburyport, MA 01950
(12" - 18" TYPICAL) S' - 4" UTILITY COMPANIIES. Ph. 30s.281-4so0
AREA TO BE PROTECTED
WORK AREA 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
SITE PLAN TO
1 m f 7. MODIFICATIONS TO THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE SALEM CONSERVATION COMMISSION.
ACCOMPANY
NOTES: NOTICE OF INTENT
SEDIMENT ACCUMULATION 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS
NOTES: 2. SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS.
1. CATCH BASIN PROTECTION TO BE "SILTSACK" (BY ACF ENVIRONWENTAL) OR "STREAM GUARD" (BY FOSS 3. SILTSOXX SHALL BE INSTALLED PERPENDICULAR TO THE SLOPE AND PER MANUFACTURER'S
ENVIRONMENTAL SERVICES) OR EQUAL RECOMMENDATIONS
2. INSERT TO BE EMPTIED AND PROPERLY DISPOSED OF WHEN IT IS 1/2 FULL OF SEDIMENT. 4. AFTER SITE IS STABILIZED, COMPOST MATERIAL TO BE DISPERSED ON SITE AS DETERMINED BY
3. INSPECT INSERT AFTER ALL RAINFALL EVENTS, REPAIR AND MAINTAIN AS REQUIRED. ENGINEER.
4. INSTALL INLET PROTECTION BARRIERS IN ALL EXISTING AND PROPOSED CATCH BASINS WITHIN AND IMMEDIATELY
DOWN STREAM OF THE AREA OF WORK.
No. Revision/Issue Date
Design by: Checked by:
INLET PROTECTION BARRIER SEDIMENTATION BARRIER PFA SPM
Drawn by:
NOT TO SCALE NOT TO SCALE PFA
Project: Date:
12046 MAY 15, 2015
Sheet:
C - 1