5_Fremont_plot_plan_9-8-21_Tue_Sep_28_2021_18-28-16 (1).pdf

Inspectional Services Department, Planning Board · from the Town's request portal · released Jun 29, 2022 · 3 pages · 2.8 MB
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FREMONT
STREET 
(40.0' WIDE-PUBLIC) 
N
W
E 
8589-142 
PAULINE
STREET 
(60.0' WIDE-PUBLIC) 
LEGEND 
BOSTON 
SURVEY, INC. 
UNIT C-4 SHIPWAYS PLACE
CHARLESTOWN, MA. 02129
(617) 242-1313
www.bostonsurveyinc.com

FREMONT
STREET 
(40.0' WIDE-PUBLIC) 
N
W
E 
8589-142 
PAULINE
STREET 
(60.0' WIDE-PUBLIC) 
LEGEND 
S
S 
UP 
UP 
VESTIBULE 
STAIRWAY #1 
STAIRWAY #2

4” ROOF DRAIN
PAVED AREA LANDSCAPED AREA INLET D A B INLET D A B SEWER PER; PROPOSED PVC SEWER 10’—0” (MIN.)
LJ $ 3-6 3-0" | 2-6" 3” 5'-0"» |6’-0" | 5’-0" PLANS @ 1/8 PER FOOT MIN.
D > - a ore ae pe _p»| gam pe
GRANULAR FLL COMMON FILL/ FINISHED GRADE——\ 6 in bree Eee 56x Oe ae | Are NOTE 1 ls]
ORDINARY BORROW 3’-6"x 3’-6"| 4'-0" | 3-0 6’-0"6 4'-0 3-6 PROPOSED GRADE] °”
3’-6"x 3’-6"| 3’-6" | 3’-0" 6’-0"x 6’-0"| 3’-0” | 2'-6” FPG 4
EXTRA HEAVY C.l. INLET goon gue| poor | poet os e-e*| S20" | Zoe" aeawout \ I | DETECTABLE |
pe pel ge oe pe spn a _pe| ge pe pe 7 .

/ FROM WASH STAND OR 5'-6"x 3-6"| 5-0" | 2-6 6—-6'x 6-6"| 3-0" | 2-6 i] [RISER STACK i TRACER TAPE Se
ti ° AR tN / Vi Noe FLOOR DRAI 6” 4-0 5’-0" | 4’-6" 10” 5'-6"9 7’-6" | 6-6" 8 =|
= SR ar: GZ 0 AS DEPTH AND SURFACE Cl. TEE 4’-0"x 4’-0"| 4’'-0" | 3-6” re ie — z PVC ADAPTER WITH 2
2] Ris AS TREATMENT VARIES 4'-6 4-0" | 3'-6" 6'—0O"x 6-0"! 5-6" | 4-6 5 FLEXIBLE JOINT FERNCO |.24

2 ° 6", 4'-6"| 3’-6" | 3'-0" +m san | opt ae : » OR APPROVED EQUAL. | ©
S — 3} 4-6 6 se 37e 6’-0"9 =| 6-6" | 5-6 rc) 6” PVC ALL METAL FASTENERS |o
5'-0 3-6" | 3’-0 sam pt_pe| pene | gene 4 45° BEND TO BE STAINLESS STEEL.| 2 ‘
DEPTH VARIES 5'-0"x 5’-0"| 3'-0" | 2'~6" 6’-6"x 6’-6"| 5'-0" | 4-0 + 18 4
= . OUTLET TO |} 4244 4A _ 48st —_¥§4 2
3 . — SANITARY SEWER pee efi
3 WARNING TAPE “od “3/4 SR ySHED
: wnrow || 4 ETA SEN huge OF Pe ae pee ae
t A — Ghe"x6"x6"WYE | [[] % 1
° ALL INLET TRAPS TO BE oocfLow| 4
I © FLO i rt “t
: : PROVIDED IN ACCORDANCE v2) ‘ VOSDR—35 PVC pene ‘PIPE PER MASS. BLDG." ”
in ry MW ) ek <7
gi, = COMPACTED WITH 248 CMR 2.00 ™ 4 [> 6" DIA. MIN.» 6” 0/4’ CRUSHED  6* «PLUMBING CODE
se BACKFILL a VAs ee
xe whe ST 8”POURED IN PLACE CONCRETE;
a6 2a HAND TAMPED HAUNCHING ALUMINUM OR PLASTIC COATED 4 8”SOLID CONCRETE BLOCKS WITH NOTES:
8 WROUGHT IRON STEPS CAN BE | ,°,, | Leg FORT OAS REED NGI Aa OUTSIDE 1. LeBARON CAST IRON SEWER CLEANOUT RING COVER. COVER TO BE CAST WITH THE
COMPACTED BEDDING USED. 4 an ” . WORD ”CLEANOUT” AND HAVE FLAT DIAMOND SURFACE.
Zz SNTRTRAE. : “| 3
= eee < Ls) z WROUGHT IRON STEPS
= @
i 18” 4, SANITARY SEWER SERVICE AT BUILDING
(TYP) COMPACTED ;
SUBGRADE a PORTLAND CEMENT MORTAR USED NOT TO SCALE
J “eS 2 Fi SHALL CONSIST OF 1 PART CEMENT,
7 ° “4 Per 2 PARTS SAND. |
rN
CEMENT BRICK,HOLLOW CONCRETE, OR
UTILITY TRENCH CINDER BLOCK MASONRY MUST NOT BE YW bee
NOTES: USED. ROOF
NOT TO SCALE FOR USE TO DRAIN INDOOR COVER PROPOSED LEADER
AREAS ONLY. BUILDING FINISHED GRADE
FOR INLETS LARGER THAN 10” THE 3'-0" l
DESIGN AND DIMENSIONS WILL BE SURCHARGE
» » DETERMINED FOR EACH PARTICULAR CASE
4” CEMENT CONCRETE (6 PRE-CAST SEPARATORS ARE TO HAVE SPLASH MANHOLE COVER TO
THICK IN VEHICULAR AREAS) ALL SPECIFIED HOLES EITHER CORE— BLOCK
CURB VARIES / yw. MESH BORED OR CAST IN PLACE. |
FINISH ep anane x ; SOS sr
rary GRADE GAS TRAP WAIANAE NK IAIN SANSA NEARS
6” REVEAL 1.5% win ‘| GAS TRAP . ce
1.0% : y mY, SCALE: N.T.S. g | -|> |
FINISH TRAYS \S §
PAVEMENT x ——__—_—* YRS \A _}o
———__———_ yy ROOF DRAIN EX
Y, ree A poi
, ee \S — "1 $” WASHED
YIN 4 i) SS ae ONE
RE RGGRORQQEQQGRQGRG a SF, = STONE
EXPANSION K 10’-0” MIN. a
JOINT
RRR COMPACTED SUBGRADE SEALANT N PVC INLET + FILTER FABRIC
wy” (WHEN . i
. REQ’D) y |
8” COMPACTED GRAVEL PRECAST oevweu. —~ || | \S ReenG oO”
| CK
SECTION A N
3/4"-1-1/2" WASHED CRUSHED STONE KX PRECAST DRYWELL
NOTES: \L FILTER FABRIC \\ (SHEA PRECAST 500
1. PROVIDE EXPANSION JOINTS AT \\“ GALLON DRYWELL OR SECTION VIEW
MIN. 30 FT. 0.C. WITH PRE- CONCRETE PLAN VIEW APPROVED EQUAL)
MOULDED JOINT FILLER. SIDEWALK
1/2” PREFORMED
2. PROVIDE CONTROL EXPANSION JOINT
JOINTS AT 6’ O.C. BLDG. FACE
3. PROVIDE BROOM FINISH IN OR FIXED DRYWELL DETAIL
. BUECT
DIRECTION PERPENDICULAR °
JOINT DETAIL
TO CURB. NOT TO SCALE

4. CEMENT CONCRETE SHALL BE
4000 PSI-TYPE ||

VERTICAL
GRANITE
CURB

TREATMENT VARIES

CONCRETE SIDEWALK

NOT TO SCALE

8"x3” BAR GRATING +

r |
. TACK COAT bl eae
12 t
(MIN.) / BIT. CONCRETE PAVEMENT TOP x — ca
” a" 49-4 4 a : i “*
SLOPE _VARIES—~— COURSE (13” MIN.) z :
5/2 EXISTING 3-1 ve 6” BED OF
PRIOR E / {| __ SURFACE. e-3
= J
KAIDAAARA 7 5 PLAN VIEW sue
S a
Ne 4 4
Yr weg ey --3 3/4
. yy . SAWCUT EXISTING 6'-0"
co SS 44 BIT. PAVEMENT oe | ey [
SY 4 AND TACK COAT 4 ‘q
SKS * EDGE O———
YR 4 ee } :
ys : CEMENT 8 e KAY
yn j CONCRETE (3000 fm [ ap 4
SKY PSI-TYPE |) - —— » _| g
Gee Re a Soke RERRRRE HE
° \ | Ne avert he ia REESE
RZ
L________ 5-49 1a" —_____| 7
VRAIRRINVRQRUNORIRORO RR. COMPACTED 6” CRUSHED STONE —| be4 1/2"
SSA WYISA ows GRAVEL
BASE L— 1-4"
SIDE SECTION VIEW
6” 6” ~~ 2+ Mt END SECTION VIEW
m N\
COMPACTED NOTES:

SUBGRADE

VERTICAL GRANITE CURB SET IN EXISTING PAVEMENT

NOT TO SCALE

1, CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2. AVAILABLE IN 3’ AND 6’ SECTIONS.

3. AVAILABLE IN END OR MIDDLE SECTIONS.

4. CONFORMS TO H—20 LOADING.

TRENCH DRAIN

NOT TO SCALE

PROP. FILTER FABRIC
W/18” MIN OVERLAP

/fo PROP. RETAINING WALL

NOTES:
2 3/8” (60 MM) THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS.
NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICP PERMEABLE INTERLOCKING CONCRETE

QO PU NS

PAVEMENT MANUAL.

avb
" — .
fe. gy!
BEDDING COURSE 1 1/2 TO 2”
THICK (TYP. NO. 8 AGGREGATE)
9 N
Z St Nee, STONE
to: oO O (o : . v.- . 7
BSR ORSSS SO latest
BOBO 2S (On RSS — Sed Sabie *
OOo oO Oso AONB ES ,
TT MWR IUI| concen on porrow ano ses
TTT SMM) creck ence

SOIL SUBGRADE — ZERO SLOPE

OWNER IS RESPONSIBLE FOR ALL OPERATIONS & MAINTENANCE OF THE PERMANENT PAVEMENT
NO. 2 STONE SUB—BASE TO BE WRAPPED IN FILTER FABRIC TO PREVENT MIGRATION OF SILL INTO CLEAN STONE. 18”

OF OVERLAP REQUIRED.

PERVIOUS PAVERS SHALL BE ECOSTONE OR APPROVED EQUAL.

PERVIOUS PAVER DETAIL

TYP. NO. 8 AGGREGATE IN OPENINGS
CONCRETE PAVERS MIN. 3 1/8” THICK

OF

Engineering Alliance, Inc.

Civil Engineering & Land Planning Consultants

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