301 Essex St. SITE PLAN I I PLAN R F R S&NOTES L E U E i�( D
1. RECORD OWNER: JERRYS LLC
li II PAGAWAAM, LLC ESRD DEED BK. 39906, PG. 210
N/F MAP 26, LOT 138 EXISTING PROPOSED
PAGAWAAM, LLC 300 ESSEX ST. 'I 2. REFERENCED PLANS:
N� MAP 26,LOT 444 I - PLAN SK, 2606,PLAN 231
"CONDOS" { 302 ESSEX ST - FLAN 92 OF 1942 S MAP 26,LOT 443 -`
t. _.-:- - PLAN BK. 57,PLAN 31
—PROPERTY LINE PROP. ADDITION
3D4 ESSEX ST --
"'" FORMED
WAKE FIELD IN AUGUST 2021,
3. BOUNDARY AND EXISTING BUILDING LOCATION SURVEY PER
BUILDING PROP INTERIOR WALLS
BY PJF&ASSOCIATES OF WAK f - - EDGE OF PAVEMENT —RL RL—PROP, ROOF LEADER
4. EXISTING UTILITY LOCATIONS SCALED FROM ESSEX STREET ROADWAY
VERTICAL GRANITE CURB S PROP. SEWER LINE
AND STREETSCAPE IMPROVEMENT PLANS BY BETA DATED 6/10/2020 SPOT GRADE W PROP.WATER SERVICE
PLANS PROVIDED BY THE CITY OF SALEM AND SHALL BE - - -- WOOD FENCE FD—FO—PROP. FLOOR DRAIN
CONSIDERED APPROXIMATE _BRICK G PROP GAS SERVICE
' '� -- --- 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION -- UNDERGROUND TELEPHONE 23x1 PROP. SPOT GRADE
_ - - - AND/OR ELEVATION OF THE EXISTING UTILITIES AND STRUCTURES AS
SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF VARIOUS TELEPHONE MANHOLE PROP. STREET LIGHT
PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. ---- ---------UNDERGROUND ELECTRIC
THIS INFORMATION HAS NOT BEEN VERIFIED AND IS NOT TO BE
RELIED ON AS BEING EXACT OR COMPLETE AND MAY NOT BE ELECTRIC MANHOLE
-- ---- CORRECT. THE LOCATION OF ALL UNDERGROUND UTILITIES AND ELECTRIC HANOHOLE
OFRUCTURES CONSTRUCTION. HE CONTRACTOR MUST CONE VERIFIED IN THE FIELD TACT TOE HE START / STREET LIGHT
` ESSEX STREET APPROPRIATE UTILITY COMPANIES, GOVERNING PERMITTING - W TRAFFIC STREET LIGHT
' AUTHORITIES, AND "DIG SAFE'AT LEAST 72 HOURS PRIOR TO ANY
EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES, CABLE MANHOLE
- THE ENGINEER OF RECORD SHALL BE NOTIFIED IN WRITING OF ANY --- ------UNDERGROUND CABLE
UTILITIES INTERFERING WITH PROPOSED CONSTRUCTION AND GIVEN -- DRAIN LINE
THE OPPORTUNITY TO MODIFY THIS PLAN(S) AS NECESSARY BEFORE __-
THE CONTRACTOR PROCEEDS WITH THE WORK. IT SHALL BE THE ROOF LEADER
r.
- RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING DRAIN MANHOLE
WITH THE PROPOSED IMPROVEMENTS
UTILITIES WHICH CONFLICT
v SHOWN ON THESE PLANS.
'- CATCH BASIN
6. ZONING DISTRICT: CENTRAL DEVELOPMENT(85) DOWNSPOUT
;•t 5BDH SEWER LINE
7. CITY OF SALEM FEMA FLOOD INSURANCE RATE MAP#25009CO419G
°,- ' ,_ _ .. _ DATED 7/16/1014 INDICATES THAT THE SITE IS LOCATED WITHIN A SEWER MANHOLE
59.,40' - - -- ---" DETERMINED TO BE OUTSIDE THE 0.2% -- ---
---- ZONE'X', WHICH IS AN AREA D � � WATER LINE
ANNUAL CHANCE FLOOOPLAIN.
7 _ FIRE PROTECTION
�1b B. THIS PLAN IS NOT SUITABLE FOR FILING IN THE REGISTRY OF DEEDS. -- ------GAS LINE
_ = SIGN POST
9. THESE PLANS WERE PREPARED FOR SUBMITTAL TO SALEM PLANNING
7? _ BOARD&ENGINEERING DEPARTMENT FOR THE PERMIT APPLICATION
SHOWN HEREON ONLY. THIS MAY NOT BE USED FOR AND IS NOT
SUITABLE FOR ANY OTHER PURPOSE OR PROJECT, ;_ ffir� STREET TREE W/CALIPER INDEX OF CIVIL DRAWINGS
ESSEX STREET HOLDING CLOO EXISTING CONDITIONS PLAN
�7 MAP 26,LOT 457 - MANHOLE RIM C2.00 SITE LAYOUT PLAN
299 ESSEX ST. INVERT C3.00 GRADING&U77LITY PLAN
f, BONCHON" O SBDH STONE BOUND DRILL HOLE C4.DC DETAILS I
FEDERAL 57REET
CONTEXT PLAN —
T (� w o V �. SCALE 1"=100'
0 100 200
HOR SCALE IN FEET
o gate DescrtpNon
_ MAP 26, LOT 458 _
6,318f S.F. Revisions
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ESSEX STREET j
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€ WEST HOUSE LLC JERRY'S LLC
MAP 26, LOT 459 '
5 SUMMER ST x m 301 ESSEX ST
"THE SALEM INN" N - SALEM, MQ
EXISTING
rc WCONDI110NS PLAN
rG, GRAPHIC SCALE
NORMAN`STREET
STIR Job No:
I� 1 h> o ItL GN�STN�T HtNow C1.00
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I G NERAI NOT[
1 N/F ,! 1. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE PARKING CHART
I PAGAWAAM, LLC .4N0 MUST SE VERIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION, ANY DISCREPANCIES
I N/F I MAP 26, LOT 138
PAGAWAAM, LLC 1 300 ESSEX ST. IN THE LOCATION OF ANY UTILITIES SHOWN OR ENCOUNTERED DURING CONSTRUCTION SHALL BE USE RE #UNITS I REQUIRED PROVIDED
N/F MAP 26,LOT 444 REPORTED TO THE ENGINEER. THE ABSENCE OF UNDERGROUND UTILITES IS NEITHER INTENDED
�. "CONDOS" ! 302 ESSEX ST. '� NOR IMPLIED. RESIDENTIAL i SP/UNIT IN(1) 10 UNITS(3): 10 SP OFF-SITED)
' 111 MAP 26, LOT 443 I ,, ,._ '-'" EXIST. BLDG
304 ESSEX ST. 2. THE CONTRACTOR SHALL CALL DIG-SAFE 72 HOURS PRIOR TO CONSTRUCTION TO INFORM UTILITY 1.5 SP/UNIT
COMPANIES OF ANY EXCAVATION ADJACENT TO EXISTING UTILITIES. IN NEW DLDG {t} 8 UNITS(3) 12 SP 72 SP
3. THE CONTRACTOR SHALL NOTIFY THE OWNER, UTILITY COMPANIES, POLICE, FIRE AND DPW PRIOR RETAIL (2)
____ ____ ____
TO ANY BLASTING.
TOTAL 22 SP 12 SP (5)
V 4. WHENEVER EXISTING STRUCTURES ARE ENCOUNTERED, THE CONTRACTOR SHALL REPAIR ANY
-- - 1 DAMAGED STRUCTURES OR REPLACE ANY REMOVED STRUCTURES, AND MAKE ANY IMPROVEMENTS NS?SE:
ABOVE OR BELOW GRADE TO A CONDITION BETTER THAN OR EQUAL TO EXISTING CONDITIONS. (1)PER SECTION 5,1,9.2.A, OF SALEM ZONING ORDINANCE- ONE PARKING
SPACE PER NEW DWELLING UNIT FOR EXISTING BUILDINGS AND L5
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL AT AN PARKING SPACES PER DWELLING UNIT FOR NEW CONSTRUCTION.
APPROVED SITE. BURIAL OF WASTE MATERIAL ON-SITE IS NOT PERMITTED. (2)PER SECTION 5.1.9.1 - NONRESIDENTIAL USES IN THE S5 DISTRICT
-' - - -- - ARE NOT REQUIRED TO PROVIDE OFF-STREET PARKING SINCE THE
-- IE „-- - -- - -- 6. SAFETY MEASURES. DAY-TO-DAY CONTROL OF WORK AND CONSTRUCTION METHODS SHALL BE THE COMMUNITY WILL ACCEPT THE RESPONSIBILITY FOR NONRESIDENTIAL
SOLE RESPONSIBILITY OF THE CONTRACTOR. PARKING IN THIS DISTRICT.
7. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON-SITE CONSTRUCTION (3)THE 10 ARE RE RESIDENTIAL
RT LTHE UNITS
RENOVATIONONMEZZANINE
OF THE EX(IST FLOOR)
BUILDINGLEVEL
����� STREET
ACTIVITIES AND REMOVE ANY SEDIMENT OR DEBRIS DEPOSITED THEREON IMMEDIATELY. AND
REQUIRE ONE SPACE PER UNIT. THE REMAINING 8 RESIDENTIAL UNITS
�1 1 8. DRAINAGE GENERATED AS A RESULT OF DEWATERING SHALL BE DISCHARGED TO EXISTING ARE NEW CONSTRUCTION AND REQUIRE iTE SPACES PER UNIT.
DRAINAGE COURSES WITH PROPER FILTRATION AND EROSION CONTROL MEASURES. DISCHARGE (4)PARKING REQUIREMENTS FOR REHABILITATED ON-SITE
PARK MAY BE
--. --- -- ONTO PAVEMENT OR PRIVATE PROPERTY SHALL NOT BE ALLOWED. ACCOMMODATED BY A COMBINATION R ON-SITE PARKING AND
--- - - PARKING-A7 MUNICIPAL OR OTHER PARKING FACILITIES IN THE VICINITY
9. IF ANY PART OF THIS DESIGN IS TO BE ALTERED IN ANY WAY, THE ENGINEER SHALL BE NOTIFIED OF THE PROPOSED USE.
IN WRITING BEFORE CONSTRUCTION. (5)MUNICIPAL PARKING FACILITY WILL BE USED FOR THE PARKING
REQUIREMENTS FOR THE RETAIL SPACE AND 10 RESIDENTIAL UNITS IN
_. 10. ONLY THOSE PLANS APPROVED BY THE CITY OF SALEM ARE TO BE USED FOR CONSTRUCTION, THE EXISTING BUILDING.
- v- it"IN CASE WHERE LEDGE OR BOULDERS ARE PRESENT, THE ENGINEER WILL NOT BE RESPONSIBLE
... "? FOR ASSURING THE AMOUNT OF ROCK TO BE ENCOUNTERED.
560H -� _ 12. UNLESS OTHERWISE NOTED, COMPACT ALL LAYERS TO 95%MODIFIED PROCTOR.
_ PARKING AND TRAFFIC CONTROL NOTES'
1. ALL LIMITS OF PAVING SHALL BE CURBED UNLESS DETAILED OTHERWISE.
= t 2. ALL STANDARD PARKING SPACES SHALL BE 9' IN WIDTH BY 19' IN LENGTH.
3. THE MINIMUM WIDTH OF AISLES PROVIDING ACCESS TO STALLS FOR TWO-WAY TRAFFIC AND
'1 RETAIL SPACE PRIMARILY FOR OVERNIGHT PARKING SHALL BE 20'.
N/F 4. ALL PAVEMENT STRIPING SHALL BE PAINTED WNTH 2 COATS OF PAINT, THE CONTRACTOR SHALL
4 ESSEX STREET HOLDING ALLOW A MINIMUM OF 24 HOURS BETWEEN COATS OF PAINT UNLESS THE PAINT MANUFACTURER
MAP 26,LOT 457
REQUIRES LONGER IN WHICH CASE THE MANUFACTURER'S REQUIREMENTS SHALL GOVERN.
299 ESSEX 5T� --- .
4,, "BONCHON" 5.. CONTRACTOR SHALL REFER TO ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND
LOBBY- ELEVATO:3H i PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
t
6. ALL TRAFFIC CONTROL SIGNS AND MARKING ARE TO CONFORM TO LOCAL, STATE, AND FEDERAL
�' -"-- -- -"� ' GUIDELINES.
r =7 G-
TRASH &RECYCLING-
TRASH
&RECYCLING BARRELS
lJ
WILL BE LOCATED IN A DEDICATED
` 0a �:J ROOM ON THE BASEMENT LEVEL VRevisions
ription
I WITH FLOOR DRAINS AND WILL BE
VENTED. RETAIL& RESIDENTIAL
1 j I � i TRASH AREAS WILL BE SEPARATE.
PROP. ELEVATOR WILL BE USED TO
DRIVEWAY TRANSPORT TRASH TO THE FIRST
I DACKFILL WITH FLOOR. A DISPOSAL COMPANY
APRON STRUCTURAL GARAGE j HIRED BY HOMEOWNERS
�'2 CARS I ASSOCIATION WILL PICK UP WASTE
(' / FILL FOR 2 INDEX OF CIVIL DRAWINGS
20.0` RESIDENTIAL:StiITS I 11 MATERIALS AT LEAST ONCE A
24.2 WEEK AND DISPOSE OF THEM AT A STATE APPROVED DISPOSAL C1.00 EXISTING CONDITIONS PLAN '
I. I7 I PROP i C2.00 SITE LAYOUT PLAN WIFFWr
I A FACILITY. R
II -----FULNDATIDN WALL I C3.00 GRADING&UPLITY PLAN
BELOW GARAGE
RELOCATE F C4.00 DETAJLS I
I' �-� I I II � � jt
STREET 9 0'
LIGHT r `l ii 11 w 0 I r /.3 Z.?i
20'DRIVEWAY
SIDEWALK
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SIDEWALK Engineering
Group, LLC
PROP -_�_ 495 Cabot Street,2nd Floor
>5%, h°-ADDITION M- x ^ . 8everl,MA01915
7 CRUSHED -y, _ �1 -- ._-_,._.-__.._,_ 1„LIP �•O 7.5%'MAX. --_____
'1. STONE '-'- --=
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BIKE RACK H-'
1 9 N/F ( (TYP.) _ TOLERANCE FOR UNSTRUG(HSLj 7 6'--6"MIN. EDGE OF ROADWAY
HIGH S-DE TRANSI 10Y /
WEST HOUSE c _ _ROADWAY DOWNCRAOf_ 'Ow SIDE rRANsro � JERRY S LLC
301 ESSEX ST
i MAP 26, LOT 459 CONSTRUCTION tG.59, .. a.-q N
1 5 SUMMER ST.
( "THE SALEM INN" SALEM, MA
t m SIDEtVALK'WIDTH
t ALL WORK SHALL MEET THE GUIDELINES OF THE AMERICANS WTH
3'-0_MIN. DISABILITIES ACT ACCESSIBILITY GUIDELINES(ADAAG) AND THE
PATH OF TRAVEL VARIES COMMON P.i
ASPHALT=3.5" `---" 5%TO , -"1 LIP 2.AAA
LONGITUDINAL
OF AS5.4CHUSETTS gRCHITECi.,RAL ACCESS BOARD
I 1 N
HOT MIX L5N'� SLOPES ALONG THE ACCESSIBLE ROUTE SHALL NOT
sq�toPF, EXCEED -:zo(sox). SITE LAYOUT
DR7VEyyp� ROADWAY 3. PLAN
CROSS SLOPES ALONG THE ACCESSIBLE ROUTE SHALL NOT EXCEED
may. Wt 1 I 8" MIN. -. -FUUNDA?fb1' 1.50(ZC9)
4. IF THE SPOT ELEVATIONS SHOWN ON THE PLANS CONFLICT WITH THE
Fr---�I GRAPHIC �jCAI,L+' SECTIGN R-A SLOPES SHOWN, THE SLOPES SHALL GOVERN.
1N
MHD SIDEWALK THROUGH DRIVEWAYS W/O CURB RETURNS DETAIL �� C2,00
Inr:n=1a
( ET (MHD STANDARD DETAIL E107.7.0) Fk
1 n.
SCALE. N.T.S. Qgt4:9/13/23
I
' UTILITY NOTES
� N/F 1. ALL WATER LINES ARE TO BE INSTALLED WITH A MINIMUM OF FIVE FEET OF COVER AND A MAXIMUM OF SIX FEET OF COVER EXCEPT
it PAGAWAAM, LLC AS NOTED, DETAILED OTHERWISE, OR REQUIRED BY THE CONTROLLING MUNICIPAL AUTHORITY. A VARIATION IN THESE DEPTHS IS
N/F MAP 26. LOT 138 PERMITTED(IF ALLOWED BY CONTROLLING MUNICIPAL AUTHORITY)WHERE REQUIRED TO AVOID CONFLICTS WITH OTHER UTILITIES.
PAGAWAAM, LLC I 300 ESSEX ST. HOWEVER, CONTRACTOR IS REQUIRED TO INSTALL WATER LINES AND APPURTENANCES IN ACCORDANCE WITH LOCAL REQUIREMENTS OF N/F ; MAP 2E, LOT T Ili THE CONTROLLING MUNICIPAL AUTHORITY, INCLUDING BUT NOT LIMITED TO CLEARANCES, BEDDING BACKFILL,INSULATION, ETC. ANY
"CONDOS" 302 ESSEX ST. VARIATION FROM THE PLAN LAYOUT MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION.
( MAP 26, LOT 443
1 '......---
` 304 ESSEX ST. - --^-'
i __.�,- ,. 2 INDICATED.
..-- ------ ------- CENERALLY, WATER LINE FITTINGS IDENTIFIED ON THESE DRAWINGS ARE SHOWN FOR INSTALLATION LOCATION PURPOSES THE
CONTRACTOR SHALL NOTE THAT NOT ALL FITTINGS REQUIRED FOR THE WORK ARE NOTED SHOWN, OR D
3 ALL WATER LINE FITTINGS,TEES, ETC. SHALL BE RESTRAINED WITH CONCRE7E THRUST BLOCKS, MEGALUG RESTRAINED JOINTS,
BOLTED-FLANGED CONNECTION OR TIE-RODS. PROVIDE JOINT RESTRAINT DETAILS TO ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW
AND APPROVAL.
-` - 4. A MINIMUM OF 10 FEET CLEAR HORIZONTAL SPACE SHALL BE MAINTAINED BETWEEN SANITARY SEWER MAINS AND WATER MAINS.
- WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER MAIN, THE WATER MAIN SHALL BE LAID IN A
SEPARATE TRENCH AND THE ELEVATION THE CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES BELOW THE INVERT OF THE
WATER MAIN(SEE SALEM ENGINEERING RULES& REGULATIONS SECTION I.A.M.t).
"•, - ""' 5, DOMESTIC WATER SERVICES 2"AND SMALLER SHALL BE TYPE K COPPER TUBING OR PLASTIC TUBING AND SHALL BE INSTALLED WITH
APPROPRIATELY SIZED CORPORATION STOP WITH APPROVED SADDLE,CURB STOP, AND BOX(SEE SALEM ENGINEERING RULES&
- - -- " REGULATIONS SECTION i.A.li.g&k).
6. ALL WATER MAINS 4"OR LARGER SHALL BE CEMENT LINED DUCTILE IRON - CLASS 52,AND SHALL BE INSTALLED WITH
ESSEX STREET---` ' APPROPRIATELY SIZED FITTINGS AND GATE VALVES(SEE SALEM ENGINEERING RULES®ULATIONS SECTION 1.A.ILg).
`,g✓• 7, FIRE PROTECTION LINE SIZE TO BE DETERMINED BY FIRE SUPPRESSION SPRINKLER SYSTEM DESIGNER.
-- -- 8. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TESTING REQUIREMENTS SHALL MEET OR EXCEED ALL
LOCAL MUNICIPAL REQUIREMENTS.
` '• 9. PRESSURE AND LEAKAGE TEST,DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE NTH ALL LOCAL MUNICIPAL STANDARDS AND
- REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH UTILITY TESTS, FLUSHING AND INSPECTION
AS REQUIRED BY THE LOCAL MUNICIPALITY.
10, PRIMARY WATER METER AND BACKFLOW PREVENTER SHALL BE LOCATED AT THE POINT WHERE THE WATER LINE ENTERS THE BUILDING
_ - -- - (UNLESS OTHERWISE NOTED OR DETAILED ON THE DRAWINGS). WATER METER SHALL BE ACCESSIBLE AT ALL TIMES FOR FUTURE
`:BUM _ -- MAINTENANCE. NO OBSTRUCTIONS SHALL BE BLOCKING ACCESS TO THE WATER METER SUCH AS WATER HEATERS. FURNACES, TOILETS,
T
WALLS. ETC.
11 L BE POLYVINYL CHLORIDE PIPE(PVC) SDR35 UNLESS NOTED OTHERWISE(SEE SALEM ENGINEERING
V r.
� ALL GRAVITY SEWER PIPES SHALL
I` 1 RULES G
2 ULE ®ULATIONS SECTION i.B.11.c).
12.A MINIMUM OF 18"CLEARANCE SHALL BE MAINTAINED WHERE WATER MAINS CROSS STORM DRAIN LINES.
PROP.
8"SDR35 v 13.WHENEVER SEWERS MUST CROSS UNDER WATER MAINS AND/OR SERVICES. THE CROWN OF THE SEWER SHALL BE LAID AT LEAST
PVC ROOF 18-INCHES BELOW THE BOTTOM OF THE WATER LINE. WHEN THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THIS
LEADER (TO BE RE-USED) 1 N/F REQUIREMENT, THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR RE-CONSTRUCTED WITH MECHANICAL-JOINT
�4+ ,r-J-RL-.-_ "-RL' WATER �, ESSEX STREET HOLDING PIPE FOR A DISTANCE OF 10-FT ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER MAIN AND/OR SERVICES SHALL BE
a——. METER -��.� a MAP 26. LOT 457 CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE (SEE SALEM ENGINEERING RULES
Ty -'- (( ' _ 299 ESSEX ST. ®ULATIONS SECTION 1.AJI.n).
"BONCHON"
I 14. WHEN CITY-REQUIRED HORIZONTAL AND VERTICAL SEPARA7ION BETWEEN SEWER AND WATER LINES CANNOT BE OBTAINED, BOTH THE
4'. 24xl ' f WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF MECHANICAL-JOINT CLDI OR OTHER EQUIVALENT MATERIALS BASED ON
_ WATER-TIGHTNESS AND STRUCTURAL SOUNDNESS. BOTH PIPES SHALL BE PRESSURE TESTED BY AN APPROVED METHOD TO ASSURE
WATER-TIGHTNESS(SEE SALEM ENGINEERING RULES®ULATIONS SECTION I A.11.v).
( 24z1 15. EXISTING SEWER SERVICE TO BE INSPECTED BY A CLOSED CIRCUIT TELEVISION (CCTV)PRIOR TO CONSTRUCTION. A VIDEO AND
It. REPORT OF THE CONDITIONS SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT AND PROJECT ENGINEER. IF DEEMED NOT
i USEABLE, CONTRACTOR SHALL REPLACE EXISTING SEWER SERVICE WITH 6"SDR35 PVC PIPE WITH A MINIMUM SLOPE OF 0,02 FT/FT.
PROP 4"CLDI t
WATER 1; C v; EXISTING WATER SERVI ),,.
MC AUGUST 2,2021.
CE W/ 0 SERVICE TO 16. THE 15"VC SEWER MAIN IN SUMMER STREET FROM SMH-296 TO SMH-305 WAS CLEANED AND INSPECTED BY B
WATER GATE REMAIN FOR PER THE CCTV INSPECTION, THE SEWER LINE APPEARED TO 9E IN GOOD CONDITION OTHER THAN HAIRLINE, NON-STRUCTURAL CRACKS. No Data U95Crip110n
3z2 iCOMMERCIAL USE 17.PROPOSED GAS SERVICE LOCATIONS SHALL BE DETERMINED BY THE GAS COMPANY, THE CONTRACTOR SHALL GIVE THE GAS COMPANY
ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION, Revisions
SAND SEPARATOR
(� PROP. GAS, OIL& ; ,,. EXCAVATION, BACKFILL AND COMPACTION FOR THE GAS LINE.
R=23.21, 18.ELECTRICAL AND TELEPHONE SERVICES SHALL BE COORDINATED AND SCHEDULED WITH THE APPROPRIATE UTILITY COMPANY SERVICING
I(IN)=19.0 THE PROJECT SITE.
I(OUT)=18,67 GARAGE -
li' 19,ALL PIPING WITHIN 10'OF THE BUILDING SHALL CONFORM TO MASSACHUSETTS BUILDING CODE,PLUMBING CODE, OR ELECTRICAL CODE,
23x2 -_ AS APPROPRIATE,
PROP. FLOOR DRAIN
20.
(SEE UTILITY NOTE �24) '� ALL UTILITY WORK TO MEET CITY OF SALEM OR UTILITY PROVIDER
REQUIREMENTS. CONTRACTOR TO COORDINATE WITH UTILITY A�AT
/I COMPANY AS NEEDED TO ENSURE FUNCTIONING, COMPLIANT SYSTEMS ARE INSTALLED IN A TIMELY MANNER. GJiivpuy
$ I FD-"""'j 21. WATER GATE VALVE ON PROPOSED FIRE PROTECTION LINE SHALL OPEN RIGHT(SEE SALEM ENGINEERING RULES®ULATIONS
I I VENTS TO ROOF SECTION 1.A.H.3).
22,ILLICIT CONNECTIONS OF SEWER TO DRAIN SYSTEM IS NOT PERMITTED(SEE SALEM ENGINEERING RULES®ULATIONS SECTION
f•I PROP. 4`CI SEWER )�, )
t I _ TO CONNECT TO i,B.il a. r3.23
EXIST. SEWER LINE 23,AT NO TIME WILL THE CONTRACTOR OR SUB-CONTRACTORS DISCHARGE STORMWATER TO THE CITY'S GRAVITY SEWER SYSTEM.
(MIN S 2 0%) N OF STORM DRAINAGE TO CITY SEWER SYSTEM NOT ALLOWS (
- CONNECTION D SEE SALEM ENGINEERING RULES®ULATIONS SECTION
(SEE UTILITY 11 ,5 _ .......__..� ..........._._.._.,____ 2.A.I1 h).
NOTE #15) 24 INTERIOR PLUMBING' BUILDING PLUMBING PLANS(INTERIOR FLOOR DRAINS AND PIPE DESIGN AND LAYOUT)WALL BE BY OTHERS AND Griffin
11I" 1( MUST BE PROVIDED BEFORE ISSUANCE OF FOUNDATION PERMIT SHOWING GARAGE FLOOR DRAINS AND ROOF DRAINS. CONTRACTOR TO
'•, • 1 PROVIDE AND INSTALL ALL NECESSARY TRAPS, BENDS, VENTS, CLEANOUTS AND APPURTENANT ITEMS AS REQUIRED PER CODE. ALL Engineering
r' • WORK TO COMPLY WITH MASSACHUSETTS STATE PLUMBING CODE AND CITY OF SALEM REQUIREMENTS. Cir00/D, LLC
495 Cabot Street,2rrd Floor
GRADING&DRAINAGE NOTES:. Bove*MA 01915
i. ALL PIPING WITHIN 10' OF THE BUILDING SHALL CONFORM TO MASSACHUSETTS BUILDING CODE,
I '', TT PLUMBING CODE, OR ELECTRICAL CODE,AS APPROPRIATE. Tat-97&827-5111
a i Fax:978-927-5103
2. PLACE 4"LOAM AND GRASS LAWN SEED MIXTURE(200 LB/ACRE), STARTER FERTILIZER 19-19-19
400 LB/ACRE, DRY MAGNESIUM LIME AT 2,000 LB/ACRE,AND HEAVY BLANKET OF STRAW MULCH
li N/F (2.000 LB/ACRE MINIMUM)OVER ALL DISTURBED AREAS UNLESS SHOWN OTHERWISE. GRASS AREAS 70
9 i
1 WEST HOUSE LLC BE MAINTAINED, WATERED AND MOWED BY CONTRACTOR UNTIL ACCEPTANCE. JERRY'S LLC
MAP 26, LOT 459
5 SUMMER ST. X 3. CITY SIDEWALKS, PRIVATE WALKS, VERTICAL GRANITE CURB, AND PARKING LOT TO BE ADA COMPLIANT. 301 ESSEX ST
1 "THE SALEM INN" ALL WALKS AND PAVEMENT TO HAVE A MAXIMUM RUNNING SLOPE(IN DIRECTION OF TRAVEL) OF 4.9% SALEM, MA
AND A MINIMUM CROSS-SLOPE OF 1%AND MAXIMUM CROSS-SLOPE OF 2%(1_5%TYPICAL) IN ALL
TRAVEL AREAS.IF SPOT ELEVATIONS SHOWN ON PLANS CONFLICT WITH THE SLOPES SHOWN. CONTACT
ENGINEER FOR CLARIFICATION OR REVISIONS.
1
�I .
WW 1` 4 wv GRADING &
i I
UTILITY PLAN
l' GRAPHIC SCALE
♦��//�� Hy^^ INDEX OF CIVIL DRAWINGS sr�n 1.1a`
VJ V1 C1.00 EXISTING CON0177ONS PLAN
(ua reer) Nn„ C3.0�
i 1 Snch Itl ft C2.DO SITE LAYOUT PLAN .m.�
C3.00 GRADING&UTILITY PLAN
I C4.00 DETAILS I QGtC:9/13/23
BACKFILL TO SJBGRADE WJ TABLE OF MINIMUM BEARING AREAS IN SQ. FT. N
CLEAN GRANULAR BACKFILL. AGAINST UNDISTURBED MATERIAL NLET D A e INLET n q B 1,
1, INLET PIPE TO BE SIZED BY PLUMBING CONTRACTOR
FILL 6` MAX. LIFTS. CLEAN GRANULAR BACKFILL 4" 3'-6"0 3'-O" 2'-6" 8" 5'-0°0 6'-0" 5'-0" 2. FOR INLETS LARGER THAN 10"THE DESIGN AND DIMENSIONS WILL BE
COMPACT TO 95%MOD, PROCTOR NO STONES LARGER THAN 3" PRESSURE 150 PSI DETERMINED FOR EACH PARTICULAR CASE
FILL 6"MAX. LIFTS 5" 3'-6"0 5'-0" 4'-0" 5'-6"x 5'-6" 4'-6" 4'-U" 3. PRE-CAST SEPARATORS ARE TO HAVE ALL SPECIFIED HOLES EITHER
COMPACT TO 95%MOD. PROCTOR TYPE OF SOIL CONDITION 3'-6%S-6" 4'-0" 3'-0" 6'-0"0 4'-0" 3'-6" CORE-BORED OR CAST IN PLACE.
FPIPE TYPE OF SOIL CONDITION 4'-U" 3'-8" 3'-O" 6'-0"x 6'-0" N-O" 2'-6" 4. ALL INLET TRAPS TO BE PROVIDED IN ACCORDANCE WITH 248 CMR 2.00
A5 req'd BEND A B C D E F A-SOFT CLAY; FINE LOOSE SAND 4'-0"x 4'-D" 3'-0" 2'-6" 6'-6'0 3'-6" 3'-0" 5 ALUMINUM OR PLASTIC COATED WROUGHT IRON STEPS CAN BE USED.
\ V B-SAND&CLAY; MIXED OR IN 4--6- 3'-O" V-6" 6'-6"x 6'-6" 3'-0" y'_6^ 6. PORTLAND CEMENT MORTAR USED SHALL CONSIST OF 1 PART CEMENT, 2
TEES& x PARTS SAND. CEMENT BRICK,HOLLOW CONCRETE,OR CINDER BLOCK
8.5 SS 2.5 1.5 1.5 1 LAYERS; FINE CONFINED SAND MASONRY MUST NOT BE USED.
PLUGS 6" 4'-0'0 5'-0, W-6" i0"
C-HARD DRY CLAY -Cis 7'-6" 6' 6"
{2" WATER, SEWER, OR DRAIN. g0 12 6 4 3 2 1 5 1.5 4' 0"x 4' 0" 4'-0" 3'-6" 6'-U"x 6'-G" 5'-6" 4' 6"
SET AT MINIMUM DEPTH OR °0d 45 5.5 3.5 2.5 2 .5 1 1 0-COARSE SAND 4'-6"0 4'-0" 3'-6"
INVERTS AS INDICATED. smaller E- GRAVEL
3.5 2 1.5 U32.
4'-6"x 4'-6" 3'-6" 3'-0"
2" Min. °oop°�o 22 1 2 1F-SOFT ROCK 5'-0"0 3'-6" 3'-0" 6 0"o 6 6 5 6 ROUND RAMS &BOLTED& ETED
° TEES 11,
15.5 8 5.5 A G- HARD PAN 5'-0%5'-0" S-O" 2'-6" 6'-6"x 6'-6" 5'-0" 4'-0" COVER MARKED 4"ROOF VENTS
8. PL iGS
gl) 21.5 11 7.5 55 "SEWER" SET AT
FINISHED GRADE6"MIN. - . 4 3 SEE NOTE 4
BOTTOM &SIDES 6 3 G 1.5 GENERAL CONSTRUCTION NOTES. PAVEMENT
3/8"CRUSHED STONE �0 1. BASIN TO BE LOCATED OUTSIDE OF BUILDING WHERE
OR SCREENED GRAVEL POSSIBLE, COVER TO HAVE A CENTER HOLE, EXTRA HEAVY CJ
BOTTOM OF EXCAVATION NOTES' 2. A TIGHT COVER MUST BE USED IF BASIN IS LOCATED INLET ..
1. For fittings with less than 22 2'deflectlon. use bearing areas for 22 2'bend INSIDE OF BUILDING FROM WASH ,(/ w
2. Joints shall not be encosed in concrete. Bearing areas may be disregarded for trenches 3. OPENING SHALL BE NOT LESS THAN 24" DIA. STAND I J Y
in rock where the top of the rook face is at or above the crown of the pipe.However, 4. THE CATCH BASIN SHALL BE SO LOCATED AND FLUOR DRAIN ,e m xe 1/8"LONG
+ FOR DUCTILE IRON OR RCP PIPE: TOP OF STONE IS MID-DEPTH a ¢ BEND C.I.
concrete backing shall be placed between the pipe and rock face. CONSTRUCTED THAT SURFACE WATER SHALL BE _y • C.I. TEE
(SPRING LINE)OF CONDUIT.
EXCLUDED.
5. INLET PIPE SHALL BE AT LEAST FOUR INCHES ABOVE LINE
CONCRETE THRUST BLOCK BEARING AREA NORMAL WATER LINE.
6. WHERE SUBJECT TO FROST OR CRUSHING CONDITIONS, -
TYPICAL PIPE BEDDING SECTION OUTLET SHALL BEAT LEAST THREE FEET BELOW THE i
SCALE: N.T.S. SURFACE. °� CUTLET TO
7. THE NEW CATCH BASIN MUST BE FILLED WITH CLEAN SANITARY SEWER
WATER BEFORE USING. AND AFTER BEING EMPTIED FOR
Ground Surface PERIODIC CLEANING.
r7-�- 8. ALL OIL AND GASOLINE MUST BE REMOVED BEFORE j
PROP, 4" //r���� CLEAN LNG OUT THE BASIN, AND MUST NOT BE EXTRA HEAVY GI. PIPE
GATE VALVE / DISCHARGED INTO THE SEWER THROUGH OTHER FIXTURES. m^ D MIN.
PROP. 4" FIRE 9. SPECIFICATIONS FOR COVERING SPECIAL CASES OR
-PROTECTION CONDITIONS. SHALL BE APPROVED BY THE LOCAL 8"POURED IN PLACE CONCRETE;
SERVICE See table at thrust 45 AUTHORITIES, AND THE AUTHORITIES OF THE M.W.R.A, 8"SOLID CONCRETE BLOCKS WITH
MAX. tC. WROUGHT IRON STEPS SHALL BE SPACED ABOUT 18" FULL MORTARED JOINTS,HORZ. AND
20"%2U"X4' block bearing areas APART. 8 z 6 VERT.,PLASTERED INSIDE AND OUTSIDE.
for the area of^"
D.1. TEE ❑ xf 11. BOTH VENTS SHALL BE EXTENED INDEPENDENTLY 18" a
concrete, required '{ ABOVE THE ROOF, OR AS APPROVED BY THE LOCAL m -----WROUGHT IRON STEPS
AUTHORITIES, AND THE AUTHORITIES OF THE M.W.R.A.
i12.OUTLET PIPE TO BE 45'ANGLE
PLAN MDC TRAP
3000 PSI Concrete SCALE: N.T.S.
CURB Backing Against
FINISHEDSIDEV:ALK Undisturbed Material
STREET GRADE
Y ' CONCRETE THRUST BLOCK AT PLUG
6-1/2" STANDARD 16"08"GATE VALVE 6� q 7-O2 DI I.
G ANA COVER
DVALVE BOX FRAME AND COVER / --STRAPS
c> \ EACH NoData Dasaiptlon
See table of thrust block � 3000 PSI Concrete Against .,"' SET CAST IRON FRAME ON A EXPANSION `,(\\ , /J
bearing areas for the Undisturbed Material CONCRETE OR MASONRY FRAME Revisions
area of concrete required r -'-1 ON COMPACTED FILL NYLON ROPE 2'
A
ACCESS TUBE _._ RESTRAINT 1 4"
"n MASONRY RING / 45' D::MP FLAT WASHERS)
_ BAG DETAIL
MECHANICAL JOINT MAX 1
STRAPS
TAPPING GATE VALVE 1"REBAR -
Water Main -"'� FOR BAG D"MP
" ''\(• REMOVAL STRAPS
20".20".4" rr v ;� SILTSACK BY RaaERT
TEE FOR FIRE �4"ODJCTIUE IRON \PROTECTION (CLASS 52) J '� ONSTRUCTION e368g6
CONNECTION !� DUCTILE IRON ACCESS TUBE FABRICS INC. OR
MECHANICAL JOINTS MECHANICAL JCNNTS U. CENTER OVER VALVE BONNET AND " j'��, •: APPROVED EUL:AL.
PLAN OF THRUST BLOCK AT BEND U. KEEP PLUMB UNTIL BACKFILLED />
TYPICAL CONNECTION FOR A 4" FIRE PROTECTION Tee rV, a
WITH TEE, COUPLING, & GATE VALVE suMP (SEE F oT // II11����Iee
Water Main PLACE MASONRY BLOCK CB DETAIL) Griffin
SCALE: N T.S.
FOUNDATION UNDER ACCESS PIPE j,
ON COMPACTED FILL
DO NOT REST ON VALVE. / '
\ t
Engineering
RESILIENT SEATED \� Group, tLC
. GATE VALVE INSTALLATION DETAIL
3000 PSI 45° MAX. /\/\/� BOTTOM OF TRENCH y (SEEATC DETAIL)BAIL) Se�eia MdA'�15ndF1oor
Concrete A ainSt.- r rt` UNLESS IN ROCK
9 See table of thrust block NOT
Undisturbed Material bearing areas for the "'x !1 > .ux 1�i SACKS SHALL BE INSTALLED IN ALL CATCH TBC978-927-5111
L area of concrete required BASINS-NTIL DRAINAGE AREA HAS BEEN FULLY FaX.'978-927-5103
-CONC, THRUST BLOCK STABILIZED
PLAN OF THRUST BLOCK AT E FOR VALVE
- GATE VALVE SILT SACK
GROUND SURFACE JERRY'S LLC
SCALE: N.T.S. SCALE: N.T.S.
WEDGE ACTION see table of thrust 301 ESSEX ST
3000 PSI Concrete block bearing areas
RESTRAINT DEVICE Backing Against I for the area of SALEM, MA
_ Undisturbed Mot.erial ( concrete required
If-�Slr 45°
MAX.
NOTES: H
P o ide joint restraints(tie x
rods or megalug) for all Joints
within 15'of 45'bend, within a - DETAILS
TYPICAI.THRUST RESTRAINT USING 20'of dead end hydrant, and O `�
x
WEDGE AC'fIINV RESTRAINT DEVICE within 15'of mmn line taps. II
NOTES:
1)DEVICES NEED TO BE PLACED BEYOND THE AREA OF RESTRAINTS IN
ACCORDANCE NTH MANUFACTURER RECOMMENDATIONS. INDEX OF CIVIL BRA W7N S SG9(C:Ae-Ehowr
THRUST BLOCK SECTION
C1.00 EXISTING CONDITIONS PLAN
TYPICAL THRUST RESTRAINT WEDGE Ja�tla;
ACTION RESTRAINT TYPE JOINTS CONCRETE THRUST BLOCK C2.00 SITE LAYOUT PLAN C4.00
C fb
SCALE: N.T.S. SCALE, N.T.S. 4.0 GRADING Br UTILITY PLAN
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1 HEREBY CERTIFY THAT THIS PLAN HAS
BEEN PREPARED FROM AN ACTUAL ON THE N
GROUND INSTRUMENT SURVEY. PLOT PLAN OF LAND o
IN n 6 w
SALEM, MA N z
4
REPARED BY:
JF & ASSOCIATES 'p w m
HIGHLAND AVE WAKEFIELD,MA 0 o
AUL J. FINOCCHIO-P.L.S.
781)883-5473
SCALE: 1" - 10'
DEED REF.: Lo
DATE: AUGUST 16, 2021
i
PAUL%L 00013W P.L.S. NO.36115 DAZE InLE No.: 76368
DRB SUBMITTAL 3/10/2023
000
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o�` 0 0)
SCALE: 1/16°=1'-0* SCALE: 1/16`=P-O'
N� N�� N
*CORRIDOR WILL BE REMOVED DEPENDING ON WHICH
FLOOR OF TOWNHOUSE IS LIVING VS. BEDROOM
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