64-419 - HARRISON ROAD - CONSERVATION COMMISSION DEP 64- 4141
Plans ( --
14'-0"
CROSS COUNTRY ROADS, ROAD SHOULDERS, DRIVEWAYS LANDSCAPED AREAS ROADS, ROAD SHOULDERS PARKING
24' DRAIN MANHOLE COVER AND WALKS AREAS, DRIVEWAYS, WALKWAYS
FRAME TO BE SET IN FULL FINISH GRADE EXISTING SEALANT
CEMENT MORTAR BED BIT. CONC. PVMT. OR PATCH PAVEMENT
SURFACE COURSE d, } (SEE MATERIAL SPECS.) ALUMINUM ANGLE FLANGE 6" CONCRETE TYP
BIT. CONC. (SEE MAT. SPECS) WITH NEOPRENE GASKET
MORTAR (TYP.) s SAWCUT
FINISH GRADE ( )
( ) I BASE COURSE BIT. CONC.
ADJUST TO FINISH
BUM ROPE 24" �" 7 °°. GRAVEL BORROW
GRADE W/ COURSES OF
GASKET (TYP.) MORTARED BRICK (2 SHEETING (IF REQUIRED) (MHD M1.03.0
PRECAST CONCRETE COURSES MIN., 4 TO BE CUT OFF AND I SUITABLE "TYPE B") ORIFICE,
RISER SECTION (TYP.) El COURSES MAX.) LEFT IN PLACE A MAX. BACKFILL COMPACT IN 1'-10`
SECTIONS VARY FROM C _ OF 3 FT. BELOW MATERIAL 12' LAYERS
PRECAST CONCRETE FLAT FINISH GRADE OR � „
1 TO 4'---\
m SLAB OR CONCENTRIC 1.5 FT. ABOVE TOP DRAIN OR SEWER —}— 1 9 7'—O"
_ CONE SECTION OF PIPE (WHICH 126MIN MTW o`' PIPE (SEE MATERIAL
FACE OF PIPE FLUSH 5" MIN. 48 INSIDE DIA. EVER IS HIGHER) SPECS.) INLET OUTLET
OR NOT PROJECT MORE — OR LARGER WHERE T, A
ALUMINUM SWIRL
IR A}
SHOWN OR REQUIRED GRAVEL BORROW CHAMBER J
THAN L FROM FACE OF COMPACTED TO 95%
WALL ALONG CENTERLINE MANHOLE STEPS IF DEPTHIS COMPACT IN + y� MAX. DENSITY (MHD —�
OF PIPE GREATER THAN 10' 6• LAYERgM7.03.0 -TYPE B")
MORTAR (TYP.) DRAINPIPE 8 MIN
OUTSIDE DIA. OF 12" MIN. COMPACTED
GRAVEL BORROW t2"MIN: r
PIPE +2' (MHD M1.03.0 TYPE "B") MID DIAMETER SEALANT BAFFLE WALL FLOW CONTROL
CLEARANCE WHERE NECWALL
ESSARY y ,� .. �� f ;,
PROVIDE
or UNSUITABLE MATERIAL TO BE UNSUITABLE MATERIAL EARTH LEDGE COMPACTED SUBBASE
r
IN. REMOVED AND REPLACED TO BE REMOVED de -
OPENING 1 W/ GRAVEL BORROW REPLACED WITH F]TW-MAXIMUM TRENCH WDTH TO 12" PLAN VIEW B B
oQ (MHD M1.03.0 TYPE "B") GRAVEL BORROW PLACED ABOVE PIPE MTW-PIPE DIAM.+2FT. MAX.
PRECAST CONCRETE COMPACTED IN 6" LAYERS IN 6" LAYERS AND
BASE SECTION FORMED CONCRETE INVERT COMPACTEENSITY MAX STANDARD TRENCH DETAIL RIM ELEVATIONS TO
TYPICAL DRAIN MANHOLE DETAIL FOR UTILITY PIPE MATCH FINISHED GRADE
NOT TO SCALE NOT TO SCALE CONCRETE REINFORCED
FOR HS20-44 LOADING RISERS BY OTHERS
FB TOP
AND SIDES B
4-FLANGE 4" CAST IRON SEALED TO VAULT
FRAME AND GRATE WEIR
BUTYL
FINISH GRADE RUBBER WEIR
MORTAR (TYP.) SEALANT AND
RIFIC
0 E
7'-0" PLATES '
INLET INVERT ORIFICE OUTLET INVERT
BUM ROPE GASKET
(TV.) �8" OUTSIDE DIA. �
PRECAST CONCRETE r12MIN.
OF PIPE+2" 3'—O" 3'—O" 3'—O"
RISER SECTION (TYP.) CLEARANCE TYP TV .n?
REMOVABLE CATCH BASIN TAR (TYP.) MINIMUM 6" COMPACTED GRAVEL
HOODS REQUIRED ON ALL -
CATCH BASINS 4' a
PRECAST CONCRETE DIAM. 5 MINIDE "V' OPENING
BASE SECTION
s' MIN. SECTION A - A
12" MIN. COMPACTED GRAVEL BORROW
(MHD M1.03.0 TYPE -B-)
UNSUITABLE MATERIAL TO BE REMOVED ANDY STORMWATER TREATMENT SYSTEM
REPLACED W/ GRAVEL BORROW COMPACTED
IN 6" LAYERS VORTECHS MODEL 7000
NTS
CATCH BASIN DETAIL
NOT TO SCALE
EX. EDGE OF PAVEMENT'
NOTE: RIP RAP 4' 3'
RIP RAP SHALL BE MIN. DRAIN PAE 4
EX. GUARDRAIL 75 LB AND 18" DIAMETER
j
kBI
4 1,—D
MIN. 150 LB STONE t ' ^'
A
n_j NOTE s
RIP RAP
SHALL BDSMENONS PLAN OR MIN. 75 LB AND 18 GROUND 3'-0"DIAMETERLINEAHEADWALL (SEE DETAIL) s
f o
'• MIN. 150 LB STONE
V-0" 4,000 PSI
6" MIN. SELECT GRAVEL BASE k " CONCRETE
(MHD M1.03.1) UNDER RIP RAP
SEE ENERGY DIFFUSER
DETAIL
FILTER FABRIC " DIAMETER
5J24"
MIN. 150 LB STONE
COMP. SUBGRADE 6" MIN. SELECT GRAVEL BASE
(MHD M1.03.1) UNDER RIP RAP #3 BARS AT 12- WITH
AND HEADWALL11 1_
1/2 CLEAR
SECTION A-A SECTION B-B I6"'
RIP RAP SLOPE PROTECTION ENERGY DIFFUSER DETAIL HEADWALL DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE
NOT FOR CONSTRUCTION
JUDITH 186 Lincoln Street, Suite 200 Civil Engineering JNEIJOB# 5324 HARRINGTON HALL PARKING LOT SHEET:
FILE: 5324 out DETAILS
NITSCH Boston, MA 02111 -2403 Land Surveying SCALE: 1"=30'
T: 617 338-0063 Traffic Engineering DATE: 6/8/06
E � ) i
NGINEERING gg PROJECT MANAGER: RFG PREPARED FOR:
F: (617) 338-6472 Planning FIELD BOOK: 3
DRAFTED BY: J m FEV. 1 COMMENTS DATE SALEM STATE COLLEGE
IINCE www.jnel.com GIS Services CHECKED BY: RFG REVISIONS SALEM, MA OF REV.
SEDIMENTATION AND EROSION CONTROL NOTES GENERAL NOTES
ti
1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED AND MAINTAINED IN 1• TOPOGRAPHIC DATA, PROPERTY LINE INFORMATION,AND EXISTING SITE FEATURES WERE OBTAINED FROM A
ACCORDANCE WITH PUBLISHED EROSION CONTROL AND SEDIMENT GUIDELINES FOR MASSACHUSETTS PLAN ENTITLED"TOPOGRAPHIC PLAN OF LAND", PREPARED BY JUDITH NITSCH ENGINGEERING, INC, DATED JULY
(SEE REFERENCE BELOW, NOTE#6)AND ORDER OF CONDITIONS AS PRODUCED BY THE LOCAL 27, 2001, AND REVISED MAY 8, 2006.
CONSERVATION COMMISSION. SEE SPECIFICATIONS FOR ORDER OF CONDITIONS.
30 2. FLOODPLAIN INFORMATION WAS OBTAINED FROM THE FLOOD INSURANCE RATE MAP (FIRM)COMMUNITY PANEL
1� 2. SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF AND NO 250102 005 B. THE SITE IS IN ZONE B AND C.
BALES TO SNOW FENCE WITH MIRAFI 100X DURING ALL PHASES OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO AND IMMEDIATELY AFTER ANY
BUTT "' '' 6'f GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON THE BALANCE OF THE SITE.
_- -.. SEDIMENTATION CONTROL FABRIC 3. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND MUST
TOGETHER i,i ';; ^- VARIES ATTACHED 48" WIDE FABRIC ATTACH SNOW FENCE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY UTILITY CONNECTIONS OR CROSSINGS OF PROPOSED
DEPENDING' ON ( 3. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES SHALL BE PROVIDED
BALED n ATTACHED TO FENCE W/GALV. POSTS W/GALV. WIRE OR TO INSURE THAT THE INTENDED PURPOSE IS ACCOMPLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE UTILITIES AND EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES
n.,u O
""' HEIGHT OF
STRAW----"'+''' N SWALE STAPLES OR HOOKS. HOOKS. FOR ALL SEDIMENT LEAVING THE LIMIT OF WORK. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING RELATIVE TO THE LOCATIONS AND ELEVATIONS OF THEIR LINES. THE CONTRACTOR SHALL KEEP A RECORD OF
"' ''i w SLOPE AND CONDITION AT THE END OF EACH WORKING DAY.
y„ ANY DISCREPANCIES OR CHANGES IN THE LOCATIONS OF ANY UTILITIES SHOWN OR ENCOUNTERED DURING
OSTEEPNESS OF
(2) 2"x 2" BALED CONSTRUCTION.ANY DISCREPANCIES SHALL BE REPORTED TO JUDITH NITSCH ENGINEERING, INC.
VN RESULTI
p STRAW NG 4. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS WILL BE PROTECTED TO PREVENT TRACKING OF
GRADE AT TOE MOUND MUD ONTO PUBLIC WAYS.
x 3' STAKES
�� 4. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82,SECTION 40,AS
EACH BALE FLOW OF SLOPE - SOIL 1
j'1 .'" ,• EXISTING AGAINST i 15. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAINAGE SYSTEM (I.E.THROUGH THE AMENDED, WHICH STATES THAT NO ONE MAY EXCAVATE IN THE COMMONWEALTH OF MASSACHUSETTS EXCEPT
GROUND FENCE w } , No USE OF HAY BALES,CATCH BASIN SEDIMENT TRAPS,GRAVEL, BOARDS OR OTHER APPLICABLE METHODS). IN AN EMERGENCY WITHOUT 72 HOURS NOTICE, EXCLUSIVE OF SATURDAYS, SUNDAYS,AND LEGAL HOLIDAYS,TO
PLAN PLAN INTERSECTION , Z ;lil GROUND w 6. THE CONTRACTOR INSTALLING THE ABOVE SHALL OBTAIN AND FOLLOW THE"EROSION AND SEDIMENT IL NATURAL GAS PIPELINE COMPANIES,AND MUNICIPAL UTILITY DEPARTMENTS THAT SUPPLY GAS, ELECTRICITY,
p TELEPHONE OR CABLE TELEVISION SERVICE IN OR TO THE CITY OR TOWN WHERE THE EXCAVATION IS TO BE
EXISTING I LEVEL U CONTROL GUIDELINES"'COMMONWEALTH OF MASSACHUSETTS, DEPARTMENT OF ENVIRONMENTAL MADE. THE CONTRACTOR SHALL CALL"DIG SAFE"AT 1-888-DIG-SAFE.
(2) 2" x 2" x 3' EMBANKMENT EXISTING (2) 2" x 2" x 3' GROUND 6" o1 6" QUALITY ENGINEERING,AUGUST 1983,OR LATEST EDITION.
STAKES EACH SLOPE SLOPE STAKES EACH Z
BALE 6'f BALE
FLOW MIN. rn { � Q 7. ALL DRAINAGE SWALES AND GROUND SURFACES WITHIN THE LIMIT OF WORK SHALL BE PROTECTED. 5. ALL UTILITY CONNECTIONS ARE SUBJECT TO THE APPROVAL OF,AND GRANTING OF PERMITS BY,THE CITY OF
SALEM. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SEE THAT ALL PERMITS AND
EXISTING W.. 8. AFTER ANY SIGNIFICANT RAINFALL,SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED FOR APPROVALS ARE OBTAINED BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY
GROUND "r; EMBARKMENT g" Q x INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS FOR AND FOR PERFORMING ANY NECESSARY
s« ,; ;.• :a :; SLOPE 6'-0. MIN. GROUND zT is
BALES TO BE SET OVERLAP METAL LEVEL 9. THE CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY EROSION CONTROL DEVICES WHERE WORK INVOLVED IN CONNECTION WITH THE DISCONTINUANCE OF ANY UTILITIES OR WITHIN THE JURISDICTION
= I . OF ANY UTILITY COMPANIES, SUCH AS ELECTRICITY,TELEPHONE,WATER, GAS,AND ANY SYSTEM OR SYSTEMS
6" INTO EXISTING GROUND EDIGES FENCE (BEHIND) w N 3 p NECESSARY AS DIRECTED BY THE THE CITY OF SALEM CONSERVATION AGENT.
TYPE 1113" TYPE "AllPOST m I WHICH WILL BE AFFECTED BY THE WORK TO BE PERFORMED UNDER THIS CONTRACT. THE CONTRACTOR SHALL
4'-0" co m tO 10. ALL STOCK PILES SHALL BE PROTECTED AND LOCATED AWAY FROM EXISTING WATER BODIES &WITHIN NOTIFY ALL APPROPRIATE AGENCIES, DEPARTMENTS,AND UTILITY COMPANIES, IN WRITING,AT LEAST 48 HOURS
NOTE: NOTE: MAXIMUM THE LIMIT OF WORK. AND NOT MORE THAN 30 DAYS PRIOR TO ANY CONSTRUCTION. CONSTRUCTION SHALL NOT INTERFERE WITH OR
' TO BE USED WHERE TO BE USED IN LOCATIONS 11. ANY SEDIMENT TRACKED ONTO PAVED AREAS SHALL BE SWEPT AT THE ENID OF EACH WORKING DAY. INTERRUPT UTILITIES WHICH ARE TO REMAIN IN OPERATION.
EXISTING GROUND SLOPES WHERE THE EXISTING GROUND '
AWAY FROM THE TOE OF SLOPES IN TOWARD THE TOE OF 12. ALL DEBRIS GENERATED DURING SITE PREPARATION ACTIVITIES SHALL BE LEGALLY DISPOSED OF 6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE,AND LOCAL LAWS, RULES,
THE EMBANKMENT THE EMBANKMENT OFF-SITE. REGULATIONS AND SAFETY CODES IN THE CONSTRUCTION OF ALL IMPROVEMENTS.
13. ALL TOPSOIL ENCOUNTERED WITHIN THE WORK AREA SHALL BE STRIPPED TO ITS FULL DEPTH AND 7, THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, GRADING, SIDEWALKS AND
SILTATION CONTROL FENCE DETAIL STOCKPILED FOR REUSE. EXCESS TOPSOIL SHALL BECOME THE PROPERTY OF THE OWNER AND SHALL SITE DETAILS OUTSIDE OF THE LIMITS OF REGRADING AND WORK AS SHOWN ON THE DRAWINGS AND SHALL
BALED STRAW EROSION CHECKS
BE STOCKPILED AS DIRECTED BY THE OWNER. TOPSOIL PILES SHALL REMAIN SEGREGATED FROM
NOT TO SCALE NOT TO SCALE EXCAVATED SUBSURFACE SOIL MATERIALS. REPAIR AND REPLACE OR OTHERWISE MAKE GOOD AS DIRECTED BY THE ENGINEER OR OWNER'S DESIGNATED
REPRESENTATIVE ANY SUCH OR OTHER DAMAGE SO CAUSED.
14. TEMPORARY DIVERSION DITCHES, PERMANENT DITCHES,CHANNELS, EMBANKMENTS AND ANY DENUDED
SURFACE WHICH WILL BE EXPOSED FOR A PERIOD OF ONE MONTH OR MORE SHALL BE CONSIDERED 8• THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL RUBBISH AND DEBRIS FOUND THEREON. STORAGE OF
CRITICAL VEGETATION AREAS. THESE AREAS SHALL BE MULCHED WITH STRAW. MULCH SHALL BE
SPREAD UNIFORMLY IN A CONTINUOUS BLANKET OF SUFFICIENT THICKNESS TO COMPLETELY HIDE THE SUCH MATERIALS ON THE PROJECT SITE WILL NOT BE PERMITTED. THE CONTRACTOR SHALL LEAVE THE SITE IN
SOIL FROM VIEW. SAFE, CLEAN,AND LEVEL CONDITION UPON COMPLETION OF THE SITE CLEARANCE WORK.
15. DUST SHALL BE CONTROLLED BY SPRINKLING OR OTHER APPROVED METHODS AS NECESSARY, OR AS 9. THE CONTRACTOR SHALL REMOVE FROM THE AREA OF CONSTRUCTION PAVEMENT, CONCRETE, GRANITE
DIRECTED BY THE THE CITY OF SALEM CONSERVATION AGENT. CURBING, CEMENT CURBING, POLES AND FOUNDATIONS,ISLANDS,TREE BERMS AND OTHER FEATURES WITHIN
THE LIMITS OF CONSTRUCTION AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION WHETHER SPECIFIED ON
16. AN EROSION CONTROL BARRIER SHALL BE INSTALLED ALONG THE EDGE OF PROPOSED DEVELOPMENT THE DRAWINGS OR NOT.
AS INDICATED IN THE PLAN PRIOR TO COMMENCEMENT OF DEMOLITION OR CONSTRUCTION OPERATIONS.
17. EXTREME CARE SHALL BE EXERCISED SO AS TO PREVENT ANY UNSUITABLE MATERIAL FROM ENTERING 10. ALL WATER, SEWER,AND DRAIN WORK SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS AND
CURB THE WETLANDS OR STREAM. STANDARD SPECIFICATIONS OF THE CITY SALEM, MA.
w FINISHED GRADE _� I I ' f( 1-1/2"BITUMINOUS CONCRETE 18• ADDITIONAL HAY BALES SHALL BE LOCATED AS CONDITIONS WARRANT OR AS DIRECTED BY THE THE CITY 11. ELEVATIONS REFER TO NGVD 29.
r` _ T TOP COURSE OF SALEM CONSERVATION AGENT.
FOR MATERIALS SEE PLAN I I' I I 1 2-1/2'." BITUMINOUS CONCRETE
r b YjTs✓ `v ' BASE (COURSE 19. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EROSION AND SEDIMENT CONTROLS AT THE 12. CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES EXCEPT THOSE NOTEID TO BE ABANDONED OR REMOVED
COMPLETION OF SITE CONSTRUCTION, BUT ONLY WHEN DIRECTED BY THE CITY OF SALEM &DISPOSED.
O Li Q CONSERVATION AGENT.
006
13. THE CONTRACTOR SHALL COMPLY WITH THE ORDER OF CONDITIONS DATED XXXX XX, XXXX AND ISSUED BY THE
-b- XXXX? 20. MEANS OF EROSION AND SEDIMENT PROTECTION AS NOTED ON THE DRAWINGS INDICATE THE MINIMUM
PAVEMENT j .T„ ?' 6 8 �: (� Ola XXXXCONSERVATION COMMISSION(DEP#XXX-XXX).
. M 'i,,. ? P `' r �� DENSE GRADED PROVISIONS NECESSARY. ADDITIONAL MEANS OF PROTECTION SHALL BE (PROVIDED BY THE
6 0 - �- 0 2.Y1�YJ U �pl7 -�� CRUSHED STONE CONTRACTOR AS REQUIRED FOR CONTINUED OR UNFORESEEN EROSION PROBLEMS,AT NO ADDITIONAL 14. ALL GRATES IN WALKWAYS SHALL BE ADA COMPLIANT.
1 U v00�t� EXPENSE TO THE OWNER.
1 ✓s UNDISTURBED OR
r e v C ✓ COMPACTED SUBGRADE 21. THE CONTRACTOR SHALL USE TEMPORARY SEEDING, MULCHING OR OTHERAPPROVED STABILIZATION
MEASURES TO PROTECT EXPOSED AREAS DURING PROLONGED CONSTRUCTION OR OTHER LAND
CONCRETE 6" WIDE g �"` 4 ,� M. DISTURBANCE. STOCKPILES THAT WILL BE EXPOSED FOR LONGER THAN 1!5 DAYS SHALL BE SEEDED WITH
n cacti c
AN ANNUAL RYE.
1 22. ALL STOCKPILED MATERIALS SHALL BE LOCATED AT LEAST 100-FEET FROM THE WETLANDS. EXCESS
6" AGGREGATE BASE COURSE EXCAVATED MATERIALS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF WITHIN 20
DAYS AFTER EXCAVATION.
COMPACTED SUBGRADE 23. EQUIPMENT, MATERIALS,AND FUEL STORAGE AND REFUELING OPERATIONS SHALL BE SITUATED IN AN
UPLAND AREA AT A HORIZONTAL DISTANCE GREATER THAN 100 FEET FROM THE BOUNDARIES OF
WETLANDS.
NEW FULL DEPTH
VERTICAL CURB SETTING DETAIL BITUMINOUS CONCRETE 'PAVING
NOT TO SCALE NOT TO SCALE
NOT FOR CONSTRUCTION
/JUDITH 186 Lincoln Street, Suite 200 Civil Engineering JNEIJOB# 5324 HARRINGTON HALL PARKING LOT SHEET:
NITSCH FILE: 5324 cut DETAILS
Boston, MA 02111 -2403 Land Surveying SCALE: 1"=30'
ENGINEERING T: 617 338-0063 Traffic Engineering DATE: 6/8/06
( ) g 9 PROJECT MANAGER: RFG 2
F: (617) 338-6472 Planning FIELD BOOK: PREPARED FOR:
DRAFTT{;DBY: JTM REV. COMMENTS DATE SALEM STATE COLLEGE
INC. mw.jnei.com GIS Services CHECKED BY: RFG REVISIONS SALEM, MA OF REV.
i
00000
00000
CONTRACTOR TO REMOVE
EX. DEBRIS BY HAND AS /
REQUIRED BY THE CONSERVATION ..5
0000
COMMISION / / 2' LONG X" 14' WIDE /
10' LONG X 6' WIDE PROPOSED SILT / RIP-RAP ENERGY DISSIPATER )
RIP-RAP SWALE / FENCE & HAY BALES / SEE DETAIL FOR PLACEMENT INFORMATION
R&D EX. HEADWALL
PROPOSED SILT / ,� CONSTRUCT NEW HEADWALL L'(f ft/;
FENCE & HAY BALES 0# ♦ INV. = 10.00
�F I ♦♦ R&D EX 15" RCP /«
" s /'' f - ♦ RELAY W/16LF 24" RCP 'J
R ,�-A.. /' / - -�. _- ♦♦ ♦♦ DMH 1 / / pd�IA?
�� R`` --�-�„ ♦ - X RIM=17.5± /
RE`
All - - i♦ ♦ INV 15"=10.28± (EXIST. PIPE)
EDP Of.� /
T .. V ✓ + x `. ♦�_- INV 24w=10.06
CONC .--._ ._ � � TRJ Fl ... v
MVS �_ e, - _ _ _ # INV 18 =10.06
�, $ \_'k / ru p11 ,�arc
a -- -7_ - - /r yC _ „1..,. M. c , • ` MH1� D ";:o
RE IR & EP i `� � �'r �I�i. - ��i - -- P VVA'JI.T
n H 9
i .r r I( / iN� :, y COVEP
70L.F. EXISTING PLA( IPO 'RAAVEMENG r ` 1 \\
F PGUARDRAIL
- INSTAtt 50LF. NEW GUARDRA - y I w �4
-
/ REMOVE t \ �I ,
-,5- -RIM _N�' a / y� W TQ.--MEET AND MATCH' EX. GUARDRAIL. DRAIL
& RESET CURB W/6-INCH REVEAL
;
/ ,
'/ /� - --- /' / - -,<•- --ix ,c.1i7 e ��� __ 4#10 SRM u.9:
"RENO
.- M07 &NO co '� r�i2 i 'N-`-"y- ''�N 'v f 1 ` W •\ o \R A,...
' D ' !
OF
i n ]} - 17- 5 �� w - `1 ": / , , N�; ✓ EMO �_ 13.811 - 1 1� � � � � � �� ` 8`I d
_ _ w
- /�. M n 0 VE & RESC 1 ARB % / 3
_ A
p �� i
r """ ns, n. a w,?x] 8 O o P„ O 4� / / - DMH „ - s �s - 4
/ 6 r" a 7. „ OOw I Cl a BUF R Z W 8-INCH REVEAL 14.6 / o
�d°'
NOMI GlI0 .14 A m �RIM�14.4± DMHZ 00.1
_ _ - -
, WELL f y._�! OV >p-V jj�� P- -INV�10.39 L.. --_. • -._ _.i �.
- --
JJ 1 LIMIT OF WORK
� � V JI �I'-VORTECHS 7000 I _ � • SAWCUT TO
V RIM-14.6 " -- - 1
( 22LF 18 CPF MEET & MATCH EXISTING
- ✓ °- !•. -- INV IN=10.50 -- - I. __`-..,- • - - --- -- `/ ASPHALT
1
INV OUT=10.50 1 CB,63- &D EXISTING LEACHING. , -
% ` _ CONC WALL w sew 20' / DMH3
s I n, sG.91��� .__ IMrnmTGF,Mc i _ RI I
DMH
BASIN --- - -----
I. F•,, I _ _ STALL NEW CB 1
coNc _
d I � MCNI�xINO 2°.A f W/DIVERIN0VNWIER10.55 v INV 12 2
f - 19.89 FUEL- - . ..
MCMI„FNGNATCH WFLofR4mP / g 1 / "=11 2-__._ I my
-
-- -r
4/ ?(.T TM zo,bTT7? T�7
LIc
\� � - r - 35 -1 e " 1
�o�D�v�✓ 1� . I N 14.x 16LF -12 CPP
RIM 1>.5.. 5 'dl n .I .a I ...__ _I. / �l
1
.s.• � + ! bGiC7_ "Z TBV c ' fi+ PRS / 1 i��S'� �' BASINEXISTING-LEACHING
- --
1 R, .,
_ R.0N '� 1 -
w/COet9 4. �g--,`u INH 75� Cy MCA
,ny \ I _
/ -- - . I n4❑N f Ani R31 �, ' - I "" 51NSTALL NEW-CR
j
CONC o?E P CIF � '�� BER�A � , 59 I - -p
/ GlY / (LLEV ' I&IZ RIM 14. _..._ _. - ... .
/ �, 4cPc' INV 12"=11.2.
/ / I �'/ �� �� �""I� J it 59'rt ar 1 - _ B2 ur
°
/ ll / F 24LF 12" r / ✓ /
�� / -• FFE ry 21!7 u, ryk�,11 l.L� }, p
_ n I� 8...9 c 5.:7 1 8"X 2"�
/ / / AT nca•w.r 18"X 10.77E 1
/ / / 1 14 R&D' EXISTING-LE RING._ 1 f u
/ ,3 1 I
n pp
I F LIMIT OF W RK 1 SAWCUT TO �- I . -n BASIN
` MEET & MATCH--ASP ALG 1 �_ RIMfA INSTALL £
• ■ -INV 12 -11.2
UTILITY LEGEND JN UILL}IN.. 1 I -f--f "
6 e
I � C83 �t �'
DMH4
- -24LF
1 12 CPP �U
CBQ CATCH BASIN - -I I� 1 -_._ a5 T#� _��RM��4.6 - ��i ;
MATCH LINE B �. ` .tI ,S
SEE INSET
DMHQ DRAIN MANHOLE < ' --------T-1 11 2 a INEW1 C87
fw PLANTER - /' 1 rI
4 o fRASS- WALK� 2. a7 C II9�BE� a I I 1 I (O .___._ __RIM=14.2
ZT LIGHT POLE sl r ShF'BIr slcewAl s
INV INVERT m I - ; j _ I I �L ,' •,>�7 .
u, r \ ) THE CONTRACTOR SHALL - �,aM - * CB4
tT1fI1G PAVEMENT AS NECESSARY.
RCP REINFORCED CONCRETE PIPE
moi_ .tss8 8, - _ -_ ----- 1 ��' •"i
CPP CORRUGRATED PLASTIC PIPE
PROPOSED STORM DRAIN F F L_AM f
1 I4
-� 2,70 4.9 1
15 -
PROPOSED CONTOUR _ / 15.01
14.5 PROPOSED SPOT ELEVATION ` Nil
ecu e tl cow . _ AAAA
14.7 �I - 14.7 """' w'
CORP
m 7
V . 0] { I \: +'!502 `,a.59 .-..,` .,
PROPOSED RIP-RAP r - �• - ; 0 ° '�
REMOVE +& RESET CURB W/6-INIG'�l REVEAL a
PROPOSED SILT FENCE
% ._ �, n,� '
B.V.W. BORDERING VEGETATED WETLAND o _ { ± _D I i I glz I tR y.1
-- ° Im b ( _
22.9 �i A 1 �- -T- •-_ -•- -.� � 5 aJtA---
19?0
R&D REMOVE & DISPOSE FIM
90 ,. t :
90,T Ips
'I '� I' I` )'1--
NOTES• �n \v - - - MATCH SEE INSET - / I
1. CONTRACTOR SHALL RESTORE ALL DISTRURBED PAVEMENT _� j J 2✓'' r,
MARKINGS TO MATCH THE EXISTING CONFIGURATION. 2s GD z}:A• �2'n
-'--,\ \ \ \ I? PLAN(FP,1 2 2Tr
0
2. CONTRACTOR SHALL RESTORE ALL DISTURBED I ti oN^ WALK; BIT SIDFWAL }'
� S,T BERM. -- � �S9�y' I
LANDSCAPING AREAS, AND REGRADE AS REQUIRED. - ° �"
o
3. REFER TO SHEET 2 FOR GENERAL NOTES r / 1, 1( �0
SCALE:
I� v.
1"=30'
30 15 0 30 40 NOT FOR CONSTRUCTION
JUDITH 186 Lincoln Street, Suite 200 Civil Engineering JNEIJOB # 5324 HARRINGTON HALL PARKING LOT SHEET:
FILE: 5324 cit SITE UTILITY PLAN
NITSCH Boston, MA 02111 -2403 Land Surveying SCALE: ,"=30'
T: (617) 338-0063 Traffic Engineering PROJECT RFG
ENGINEERING PREPARED FOR:
F: (617) 338-6472 Planning FIELD BOOK:
DRAFTED BY: MITM REV. COMMENTS DATE SALEM STATE COLLEGE
INCE www.jnei.com GIS Services CHECKED BY: RFG REVISIONS SALEM, MA OF REV.