31 JUNIPER AVENUE - APPROVED PLANS Approved Plans
NORTH
SURVEY NOTES:
1. BASE MAPPING OF THE PROJECT SITE IS THE RESULT OF AN B a ffil Rok E K
ON-THE-GROUND SURVEY PERFORMED BY C.L.G.ASSOCIATES
OF 3 BOSTON STREET, SALEM, MA.
ENGINEERING & CONSTRUCTION
2. LOCATIONS OF BUILDINGS, UTILITIES,AND OTHER SITE 141 PINE STREET
FEATURES SHALL BE CONSIDERED APPROXIMATE AND MUST
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. DANVERS, MA 01923
WWW.goBEC.ORG
PROJECT TEAM
31 JUNIPER
AVENUE,
SALEM, MA
x X IF.� X x X x X �-�-- �X 8.0 01970
8.3 EXISTING STOCKADE FENCE
N/F CITY OF SALEM NIF REFERENCES
JASPER PROPERTIES SERVICES, LLC ASSESSORS MAP 44 PCL. 62
#31-R JUNIPER AVE. 31 JUNIPER STREET DEED BOOK 33,005 PG. 357
x 8.2 ASSESS. MAP 44 PCL. 71 MAP 44 PARCEL 62 x PLAN BK 1 PL. #15
x 7.9 x� *NOTE: BENCHMARK
i x 8.2 ELEVATION SYSTEM: NAD88
8.2
OVER EXISTING
z 0.8'± DWELLING LOT AREA o rn PROJECT INFO
�31 =1,600 S.F. 'o �
1 -
x 8.3
``' EXISTING / EXISTING m n
x LAWN 8.5 LAWN Iz 23 m
0
N - ON C7
m
)ITIEE
TOP COIJC /////�1111/ DOOR THRESHOLD
WALL EL.= LOT CORNER
x 8.6 PORCH EL=105.8 20.6' �-- � D.H.
Ggyp, x 6 I.PIPE 60.0 TOG. 0.0 -(FD.) DRILLHOLE (FD.) (FQ�
-_
CONC.
EXISTING WALL EXISTING CON Yr
GAS SERVICE �1:- CURB GAS
VERTICAL GRANITE CURB 0.5' H G-H� STOP 7.3 GATEcv
G EXIST. C. BASIN
EXIST. 4" C.I. GAS MAIN E _ G
U^JDER,GROUi%'D ELEC. APa E 7.00
ER=7.17 E
EXISTING ( ROX. 'N.)
cv WATER SERVICE G G EXIST. 4" GAS MAIN
Da l"J N, V f W W ��� W W VJ
EXISTING 4" WATER MAIN SMH
EXISTING SEWER
SERVICE R=8.63
EXISTING 8" V.C. SEWER MAIN S=0.005 7.7 o INV=2.61
S S S S S S S INV 3.3 DEPTH 4.5'S m S S S S S S
s
JUNIPER AVE. TO INVERT DMH REV DESCRIPTION DATE
EXISTING 15" RCP DRAIN LINE (PUBLIC-40' WIDE) R=7.6
D D D D D D D D D INV=XX D D D D D
H OF Mgss
EXIST. C. ASIN
VERTICAL GP.AN'ITE CURB 0.5' HIGH R=7.1 y!.
U-POLES' o BR K �+
EXISTING CONC. SIDEWALK gg
0
EXIST. C. BASINS
0 R=7.1 OVAL
EXISTING
HOUSE �'�ot
STAMP:
EXISTING
CONDITIONS
SHEET NAME:
PLANNING BOARD �
APPROVED
SITE PLAN SHTNO:
DR BY: JPB
CHK BY: JPB
5 0 10 20 FEET
PROJ NO: 18-012
SCALE= 1":10'
DATE: OCTOBER 2018
SCALE: 1"=10'
GENERAL NOTES
1. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPENCIES ZONING TABLE
PRIOR TO PROCEEDING WITH PROPOSED WORK.
2. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE
OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF Min. Lot Max Lot NORTH
EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY,WITHIN THE Lot Area Min. Front Min. Side Min. Rear Max Bldg. Max
STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. Frontage Coverage
(sf) o Yard (ft) Yard (ft) Yard (ft.) Height (ft) . Stories ,
3. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF (ft) ( �0) '
CONSTRUCTION. Iffil Rok E K
4 CUTTILITIES AND
RE OING AND CAPPING FOR VALIABANDONMENTICA PI NG UT ENGINEERINGTHE PROPERTY LINE SHALL BE AS Required 15,000 100 30 15 10 30 35 2"5 ENGINEERING & CONSTRUCTION
PER INSTRUCTED BY THE RESPECTIVE UTILITY COMPANY.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE Existing 11600* 80 48.3%* 1* 19.6 0* -- 2.5 141 PINE STREETDANVERS, MA 01923
EXACT LOCATION OF EACH PROPOSED UTILITY CONNECTION.
Proposed 1
6. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL Pro p 1600 80 61 .4% 15 3.4 .25 33.25 3 WM.9oBEC.ORG
UTILITIES, CONTACT DIG-SAFE AT 1-888-344-7233 OR 1-800-322-4844 AT LEAST 72
HOURS PRIOR TO EXCAVATION.
7. THE RESPONSIBILITY OF OWNERSHIP AND MAINTENANCE OF THE SEWER, NOTES:
WATER,AND DRAIN CONNECTIONS ON PRIVATE PROPERTY AND/OR PRIVATE
AND PUBLIC WAYS SHALL REMAIN THAT OF THE OWNER OR HOMEOWNERS. 1. PROPERTY IS LOCATED IN ZONE R1.
2. *DENOTES EXISTING NON-CONFORMANCE WITH SALEM ZONING ORDINANCE.
8. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES,
TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST
CAVE-IN.
9. ALL EROSION &SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO
LAND DISTURBANCE AT THE SITE. EROSION CONTROLS MUST BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
PROJECT TEAM
10. FEMA 100-YEAR FLOOD ELEVATION AT PROPERTY IS ELEVATION 11'.
11. ALL PROPOSED MECHANICAL EQUIPMENT AND ELECTRICAL PANEL WILL BE 31 JUNIPER
INSTALLED ABOVE THE FEMA FLOOD ELEVATION.
8.32 EXISTING STOCKADE FENCE 8 0
N/F CITY OF SALEM NIF REFERENCES AVENUE
SURVEY NOTES: 8" SILT Soxx, JASPER PROPERTIES SERVICES, LLC ASSESSORS MAP 44 PCL. 62
TYP. #31-R JUNIPER AVE. 31 JUNIPER STREET DEED BOOK 33,005 PG. 357
1. BASE MAPPING OF THE PROJECT SITE IS THE RESULT OF AN X 8.2 ASSESS. MAP 44 PCL. 71 MAP 44 PARCEL 62 x PLAN BK 1 PL. #15 SALEM MA
ON-THE-GROUND SURVEY PERFORMED BY C.L.G.ASSOCIATES X 7.9 *NOTE: BENCHMARK
OF 3 BOSTON STREET, SALEM, MA. X 8.2 c') ELEVATION SYSTEM: NAD88
J X 8.8 80.00 P 98.2
2. LOCATIONS OF BUILDINGS, UTILITIES,AND OTHER SITE 8 25 RA �„ "0 9 " O
FEATURES SHALL BE CONSIDERED APPROXIMATE AND MUST z 1 o
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. LO
_ n
-' X 8.3
x
w o 2CAR o �
C, o
o } 8 8.5 PROPOSED SINGLY-FACLY PARKING o n 123
RESIDENCE J31 PROPOSED GARAGE c" m
19.6 i SLAB ELEV.=8.33' 41 8 LOT CORNER
X 8.6 PORM
GA�S �p .6 (.PIPE 60.0' TO PROJECT INFO
G�TE 8.2 4FD.) DRILLHOLE (FD.)
- -
CONC. -8
EXiSTiNG _ WALL EXISTING CON�SIDEWArK- -8-
3 0.25' ROPOSED DRIVEWAY
GAS SERVICE i URB r
i
VERTICAL GRANITE CURB 0.5' HI4 I OTOPjew j 9 7' 7.3
G - ;; - E - _ c/ G -®
EXIST. 4 C.I. GAS h AIN T. _C. BASIN
---- EXIS
T.IN , E E ' IDEN EXISTING CURB CUT
DERGROUND ELEC.APPROX. LOC'N.) TO 19.7'
y
V/ IV VI V' V'I V W EXIST. 4" GAS MAIN
EXISTING 4" WATER CUT & CAP EXISTING SERVICE AT MAIN,
& INSTALL NEW I- WATER SERVICE, y UT & CAP EXISTING SERVICE A7 MAIN,
CORPORATION, CURB STOP, & BOX y, & INSTALL NEW 6" SEWER SERVICE
EXISTING 8" V.C. SEWER MAIN S=0.005 r/.7 10
S S S S S S S C S S S S S S
7.6
`JV=3.3 DEPTH 4.5' ^�
JUNIPER AVE. To INVERT DMH
EXISTING 15" RCP DRAIN LINE (PUBLIC-40' WIDE) INV=X
D D D D D D D D - D --INV=XX D D D D
INSTALL 5LF OF NEW PVC NSTALL SILT SACKS
& PROVIDE WYE CONNECTION EXIST. C. ^ PRIOR TO LAND
VERTICA' GRA.^JITE CURB 0.5' HIGH FOR NEW SERVICE DISTURBANCE, TYP.
U-POLE
EXISTING CONC. SIDEWALK REV DESCRIPTION JDATE
EXIST. C. BASIN
R=7.1 _
EXISTING p D �OFly,�ssq�
HOUSE
D BR K c�
99
okAL
tb
-iut
DUMP STRAPS
STAMP:
EXPANSION RESTRAINT
(t"NYLON ROPE 2"
FLAT WASHERS)
CRM S=aN BAG ]DETAIL SITE
SILT SOCK(8"TYP.) POLYPROPYLENE
PLAN
BOOT CATCHBASIN CATCHBASIN GRATE
FRAME
CATCHBASIN
WORK AREA " "+' AREA TO BE PROTECTED GRATE DUMP STRAPS
SHEET NAME:
SILT SACK EPTH
EXISTING GROUND
OPTIONAL
STAKES INSTALLED OVERFLOW
T O.C.
TYPICAL EROSION CONTROL DETAIL SHTNO:
NOT TO SCALE
CATCH BASIN w/ SILT SACK DR BY: JPB
NOT TO SCALE
5 0 10 20 FEET CHK BY: JPB
PROJ NO: 18-012
SCALE= 1":10'
DATE: SEPTEMBER 2018
SCALE: 1"=10'