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SEE SECTION 'C' = SHEET 2 OF 2 1a'
0+86 3+30 4+08 4+34 ��
SEE SECTION A SEE SECTION 8 SEE SECTION E SEE SECTION E _ rr; t"f i ,` r r I
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` TOP OF EXISTING SEAWALL (VARIES)
EL. 20.1 � •• \ 1�; � , b-6 � e
'\:
�u EL. 18.4EL. 18.4 ° CONCRETE FOOTING ; ;'t ' �` ;y„� ,r • r� r , ��
EL. 17.9t� '•l ,E.I_i”'
EL. '17.7
¢ 15 EL. 17.4 EL. 17.0 EL. '17.5
° STA 2+80 ^ _'� 15 LOCUS
p LEDGE OUTCROP 4" 0 Cl DRAIN (TYP) l2"5DR35 �� GRANITE STONE KNEE WALL
:•:;_._;..' N.T.S.
° 2' (TYP)
° 9—INV. EL 12.1
W EXISTING GRADE
\\\\\\\\\\\\\\\\\\\ (VARIES
10 �.\i
LEDGE OUTCROP
5I EL. 7.2
EL. 6.2 I 5
EL. 6.7
1+82 2+67 3+07' . ..........
BOTTOM OF
FOOTING
0
0+00 1+00 2+00• DISTANCE ALONG BASELINE (FEET) 3+00 4+00 5+00
SEAWALL PROFILE
SCALE: l --4' VERTICAL
1"=20' HORIZONTAL
l! - 12
/_�- - ---
- LEDGE --- --- -
• OUTCROP / / ---- 15 ••••
• j'i' _ GENERAL NOTES:
18- -
:.1: 20 _ 1. DATUM: MLW= 0.0; MHW=8.9; FEMA 100-YEAR FLOOD EL=16.5
2. EXISTING TOPOGRAPHIC INFORMATION BASED ON FIELD SURVEY PERFORMED
/ •'� BY CEC LAND SURVEYORS, INC. APRIL 2002 AND VINE ASSOCIATES, INC.
• �/ CONCRETE - SEPTEMBER 2003.
SALEM HARBOR �/ / / / �OOJIING 3. SITE INSPECTIONS CONDUCTED BY VINE ASSOCIATES, INC. AUGUST 2003;
\� �� ' ' r- • oo / / j� ' / AND UPDATED APRIL 2007
L LIMIT OF EXCAVATION END OF STONE WALL
�0 ` -/•. / % / A4. STATIONS, PLANS, AND SECTIONS AS SHOWN ON DRAWINGS ARE
'20 EXIST. STONE,� APPROXIMATE AND ARE TO BE USED AS GENERAL LAYOUT.
�\ \ \-�\ ,;; •; / ^' �COLUMN:TO REMAIN,
OUTCROP '"' „r 9 / / I / / �' 5. THE LOCATIONS OF. ALL STRUCTURES AND UTILITIES ARE APPROXIMATE
2 - \ GRANITE STONE SEAWALL E��v'�" /// / y%i' AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, THE
EXISTING CH�IN21�iK FENCE - \�� \ MN\� , / / / �i ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WHICH WILL EFFECT
TO BE REVOVED\,& RESET \ ;
AS REQUIRED � -- \ �\����� "~ GRANITE STONE ,i //// // / �i SITE DESIGN.
KNEEWALL !�� / \' /' / �ENCH�
�,� \\ \\ 2g\ - \\ MHw ELEV„8.9 / l / / .6. AT LEAST 72 NOTIFY IN WRITING ALLSUTLIITIES SERVING THEOR TO ISTS ANDON, THE CALL SAFE',CTOR 36 ?s S -- \ \ \ \ / / / , / / . ,
0 _- 1-888-344-7233.
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TABLE (TYPILSTONE COLUMN (TYP)_ 21oLF-
—_—-
_ A
S-BUILT
BENCH (TYP)
1 1
�'� / CONCRETE SIDEWALK /
CONCRETE SIDEWALK OHw oHw— / �, , 1 1 1 \ \ ` ` \ \ \ \ 0 4 8 0 20 40
\ \ \ \ \
w SCALE IN FEET SCALE IN FEET
WW I / \ I l2"CtAITo PVG Fg Wr'.O
�, \ \ `� SEAWALL PLAN & PROFILE
moi' mil SMH \\\ \ / SMH S i/ \ \ \ \\ \ \ \\ \��
\ 6 IMH
flls / / s ,� s \ \ \ \ \\ \, � , SEAWALL IMPROVEMENT PROJECT
/ / ,� SMH \� \� \', \\ \ ��`� \.\ WILLOWS PARK
SA OFMs�,,� \ / \ \ , \� SALEM
8„ , ,/ anI �\� DBVID %U \�\ / / \\ \\
SEW , m , �, \,`�\ ` CITY OF SALEM
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❑ ' IN, INPLANNING AND COMMUNITY DEVELOPMENT
J / 5 SMH RESTROOM
SALEM MASSACHUSETTS
RESTROOM -
_ 372 MERRIMAC STREET 190 OLD DERBY STREET 18 BEACH STREET
ine
NEWHURYPORT, MA 01950 HINGHAM. MA 02043 MONUMENT BEACH, MA. 02553
M fel. (978)465-1428 tel. (781)74530 fel. (509)743-0390
PLAN ASSOCIATES,INC. fax (978)465-2640 fax (781)749-9-22751 fax (508)743-0391
SCALE: 1'=20' DES. CMP CHK. PJW DR. ALM VAI
PROJECT NO.1023/ApO7/shtl
SCALE APP'D DATE
AS. SHOWN DBV APRIL 2007 SHEET 1 of 2
I
1" CHAMFER T&B
#5@6" EW, T&B LOAM & SEED
. MAINT. EXIST. EL. :.�.: ;. .;
3 TO 6 CONCRETE T
LEVELING COURSE 6" MIN, 3" CLR.
i 3 —►I
i
PROVIDE #8 DOWEL 2' LONG @ 6' O.C.
d SET IN 2—PART EPDXY GROUT
CONCRETE CAP
SCALE: I"=2'
REGRADE TO MATCH EXISTING
INSTALL WEEPHOLES @ 10 O.C.
(LOAM & SEED) 24" CRUSHED STONE WITH FILTER
24" INSTALL WEEPHOLES „ REGRADE TO MATCH EXISTING NEW 12" THICK REINFORCED CONCRETE CAP
24 INSTALL WEEPHOLES @ ( ) SEE DETAIL THIS SHEETFABRIC 1 FT. OFF PIPE REGRADE TO MATCH EXISTING
N
�I @ 10' O.C. I /— LOAM & SEED \11-1
/—(LOAM & SEED)
NEW 12 THICK REINFORCED CONCRETE CAP � NEW 12 THICK REINFORCED CONCRETE CAP / f
SEE DETAIL THIS SHEET "`� SEE DETAIL THIS SHEET 10 O.C. ,
' .' EXCAVATE/BACKFILL WITH FREE �' MAINT. EXIST. EL (VARIES)
MAINT. EXIST. EL (VARIES) DRAINING GRANULAR ATERIAL I �T
MAINT. EXIST. EL (VARIES)— ECAVATE/BACKFILL WITH FREE EXCAVATE/BACKFILL WITH FREE
REMOVE, RESET, & ,�� 1 REMOVE RESET & MORTAR ""' 1 DRAINING GRANULAR MATERIAL DRAINING GRANULAR MATERIAL
MORTAR STONE RECONSTRUCTED GRANITE
' 1 STONE (3 MIN.) � i 1
(4 FT. MIN.) ,%� CRUSHED STONE WITH FILTER 1 CRUSHED STONE WITH FILTER FABRIC STONE WALL (MORTARED) LIMIT OF EXCAVATION
FABRIC 1 FT. MIN. OFF PIPE -'----'—'--
1 FT. MIN. OFF PIPE i�4 '
NEW REINFORCED INSTALL FILTER FABRIC
CHINK/MORTAR VOIDS, INSTALL FILTER FABRIC EXIST. GRANITE STONE WALL CONCRETE FOOTING 1
. j
SEE DETAIL THIS SHEET 1• 4 0 PERF. PVC CONT., WITH
I AS REQUIRED TO REMAIN
INSTALL FILTER FABRIC , CRUSHED STONE & FILTER FABRIC
LIMIT OF EXCAVATION CHINK/MORTAR VOIDS, AS REQUIRED LIMIT OF EXCAVATION
LEDGE OUTCROP (VARIES) 1' MIN. OFF PIPE
EXISTING VARIES EXIST. GRADE (VARIES) ,
EXISTING GRADE :... ` WEEPHOLES @ 10' O.C.
............................. : .: : 1
:. :. :::::::::::::::::::::::::.::::::::: i ,
""""""'"' t' 12 ABOVE GROUND AT FACE
::...:...e." .- ; 1.5'
6" CRUSHED STONE SUBBASE
—oN—I UNDISTURBED OR
COMPACTED SUBGRADE
PROPOSED CONDITIONS- TYPICAL SECTION 'A' PROPOSED CONDITIONS- TYPICAL SECTION 'B' PROPOSED CONDITIONS- TYPICAL SECTION 'C'
STA 0+ 48 TO STA 0+ 86 . STA 0+ 86 TO STA 1 '-2s STA I4-2-T TO STA 3+ 07
SCALE: 1 =4 SCALE: 1'=4i SCALE: 1"=4'
•
AS-BUILT
NOTES:
' 1. REMOVE AND RESET MORTAR STONE, STATIONS 0+48
TO 1+30 AND .3+07 TO 4+88. • DIMENSIONS VARY,
INSTALL WEEPHOLES @ 10' O.C. AND ARE GENERALLY 1 FOOT WITHIN DIMENSION
LSDQ.E -ver smeAwrERED puRfN6 INDICATED.
EXCAVATE/BACKFILL WITH FREE Fee71R6 EACAVArro+v
DRAINING GRANULAR MATERIAL INSTALL WEEPHOLES 2. TOP OF RECONSTRUCTED WALL TO TRANSITION TO
24" REGRADE TO MATCH EXISTING 24" @ 10' Ox. REGRADE TO MATCH PROVIB6-#8 DOWE-6 24" 69PIG @ 6' B 6 PRIG IING LE-SHEETTi0N5 SHOWN PER SEAWALL
NEW 12" THICK REINFORCED CONCRETE CAP (LOAM & SEED) NEW 12" THICK REINFORCED CONCRETE CAP EXISTING (LOAM & SEED) #5@6 T&B -E=IN �•-PA{MT-ER9,V�1'-CPO[IT
SEE DETAIL THIS SHEET I I n �� SEE DETAIL THIS SHEET I I - #5@$" EF #4@18" STIRRUPS 3. SEE SPECIFICATION FOR FURTHER WORK REQUIREMENTS.
MAINT. EXIST. EL (VARIES) . . m LIMIT OF EXCAVATION MAINT. EXIST. EL (VARIES) 3" CLR MIN. (TYP)
='_7- • • . EXCAVATE/BACKFILL WITH FREE
REMOVE, RESET & MORTAR l; ''""''' /
,� 1 REMOVE, RESET & MORTAR . DRAINING GRANULAR MATERIAL
STONE (3' MIN.) ;' 1 STONE (3" MIN.) / 1 ° ' ° 0 2 4 0 4 8
CRUSHED STONE WITH FILTER FABRIC �'I
I =--'-----------' 1 FT. MIN. OFF PIPE I EXISTING GRANITE STONE WALL LIMIT OF EXCAVATION 6" LAYER . •' a ° 1.5' (MIN.)
EXISTING GRANITE STONE WALL TO REMAIN CRUSHED STONE a. :< SCALE IN. FEET SCALE IN FEET
TO REMAIN - CHINK/MORTAR, AS REQUIRED CRUSHED STONE WITH FILTER FABRIC `' ' ° ^a
CHINK/MORTAR, AS REQUIRED (--�--�� INSTALL FILTER FABRIC 1 FT. MIN. OFF PIPE
REMOVE/RESET%MORTAR 'EXISTING-GRANITE STONE INSTALL FILTER FABRIC \/i\/i\/i\/i\/i — TYPICAL SEAWALL SECTIONS & DETAILS
GRANITE STONE KNE AL KNEEWALL-TO REMAIN SEAWALL . IMPROVEMENT PROJECT
EXISTING GRADE (VARIES). EXISTING GRADE (VARIES.
: :. UNDISTURBED OR SALEM WILLOWS PARK
................ COMPACTED SUBGRADE I 5
FILL VOIDS BEHIND KNEEWALL CITY O F SALEM
WITH CONCRETE, AS REQUIRED
�qTYPICAL FOOTING PLANNING AND COMMUNITY DEVELOPMENT
�N OF MgSs' .
DAVID SALEM , MASSACHUSETTS
PROPOSED CONDITIONS- TYPICAL SECTION 'D' PROPOSED CONDITIONS- TYPICAL SECTION 'E' yV.fNE "� SCALE: 1"=2'
iso.X930:' "'
o p �• FOOTING NOTES: Vi n e 372 MERRIMAC STREETS 0 190 OLA DERBY STREET 18 BEACH STREET
.O 'A Mfr �. NEWBURYPORT, MA 01950 HINGHAM, MA 02043 MONUMENT BEACH, MA. 02553
STA 3+ 07 TO 3+30 pq�Fr.'fST�. 1. DETAIL INDICATES FOOTING TREATMENT FOR CASE OF teL (978)465-1428 . tel. (781)749-2530 fel. (508)743-0390
STA 4+ 08 TO 4+ 34 STA 3+ 30 TO STA 4+ 08 Al- BEDROCK OR SOIL BEARING SURFACE -�% ASSOCIATES,INC. fax (978)465-2640 fax (787)749-2751 fax (508)743-0391
STA 4+ 34 TO 4+ 88 " ' DES. CHK. DR. VAI
2. PROVIDE CONTINUOUS STEEL REINFORCEMENT CMP PJW ALM PROJECT NO.1023/AP07/St,t2
SCALE: 1"=4' SCALE: 1"=4' BETWEEN FOOTING GRADE CHANGES.
SCALE APP'D DATE
AS SHOWN DBV APRIL 2007 SHEET 2 of 2