PERMIT SITE PLAN SET...picnic. table. planted area. inside stone. block wall. conc. ret. wall. stone blocks. stone blocks. stone. blocks. ... see architect's plans for new locations.

Civil Engineers

Land Surveyors

Wetland Scientists

STREET FISHCHERRY

PARKERDARRYL

26 Hobart Street

HANCOCKASSOCIATES

Danvers, Massachusetts 01923


MARKET

26 Hobart Street

Darryl ParkerPrepared for


26 Hobart Street

LAND SURVEYORS:

APPLICANT:

PERMIT SITE PLAN SET

(Map 43, Lot 40B)

CIVIL ENGINEERS &

ARCHITECT:

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35

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POPLAR ST

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HIGH ST

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MAPLE

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CONANT

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HOBART ST

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LOCUS

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12/10/19

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JJP

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ESS

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DATE

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NO.

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BY

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1"=10'

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ISSUE/REVISION DESCRIPTION

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DRAWN BY:

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CHECK BY:

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VOICE (978) 777-3050, FAX (978) 774-7816

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WWW.HANCOCKASSOCIATES.COM

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185 CENTRE STREET, DANVERS, MA 01923

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22447

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OF

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7

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SHEET:

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LAYOUT:

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PROJECT NO.:

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PREPARED FOR:

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KAC

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1/13/20

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KAC

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1

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SITE PLAN REVIEW COMMENTS

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1/22/20

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2

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PLANNING BOARD COMMENTS

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1/27/20

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3

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ENG. DEPT. 2ND COMMENTS

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1/29/20

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1

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TITLE SHEET

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C1

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ELEVATION CONTOUR

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SPOT ELEVATION

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BUILDING, LIGHT, STEPS & OVERHANG

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92.6

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92

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92

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SEWER LINE AND MANHOLE

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EASEMENT LINE

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PROPERTY LINE

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FENCE

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ELEVATION BENCH MARK

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WATER MAIN AND VALVE

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RETAINING WALL

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CURB

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EDGE OF PAVEMENT

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BEARING & DISTANCE ALONG BOUNDARY

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MANHOLE & ROUND CATCH BASIN

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& FLOW DIRECTION, CATCH BASIN

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DRAINLINE WITH PIPE SIZE, MATERIAL

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SIZE MATERIAL & FLOW DIRECTION

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N120%%d46'23"E

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55.36'

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#2

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12"RCP

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W

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D

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S

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8"CI

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%%UEXISTING

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%%UPROPOSED

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SS

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%%uLEGEND

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%%UREGULATORY NOTES

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1. CONTRACTOR SHALL CONTACT "DIG-SAFE" FOR AN UNDERGROUND UTILITY MARKING AT 811 AT LEAST 72 HOURS CONTRACTOR SHALL CONTACT "DIG-SAFE" FOR AN UNDERGROUND UTILITY MARKING AT 811 AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL CONSTRUCTION REQUIREMENTS, CONDITIONS AND LIMITATIONS IMPOSED BY PERMITS AND APPROVALS ISSUED BY REGULATORY AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY REGULATORY AUTHORITIES. 3. ALL WORK OUTSIDE OF THE BUILDING THAT IS LESS THAN 10 FEET FROM THE INSIDE FACE OF THE BUILDING FOUNDATION SHALL CONFORM WITH THE UNIFORM STATE PLUMBING CODE OF MASSACHUSETTS, 248 CMR 2.00. 4. CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 5. CONTRACTOR SHALL INSTALL ALL PARKING AREAS AND WALKWAYS IN ACCORDANCE WITH APPLICABLE ADA AND MAAB REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: - HANDICAPPED SPACES AND STRIPED AREA SLOPES SHALL NOT EXCEED 2% IN ANY DIRECTION. - HANDICAPPED RAMPS SHALL NOT EXCEED 8% FOR A MAXIMUM VERTICAL DISTANCE OF 6 INCHES. - SIDEWALKS SHALL HAVE A MAXIMUM SLOPE IN THE PATH OF TRAVEL OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. CONTRACTOR SHOULD NOT LAYOUT SLOPES EXCEEDING 4.5% AND 1.5% RESPECTIVELY TO ALLOW FOR CONSTRUCTION TOLERANCES. IF THE CONTRACTOR DETERMINES THAT THE REQUIRED SLOPES CANNOT BE ACHIEVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING THE INFORMATION TO THE ENGINEER FOR RESOLUTION.

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DATE OF ENDORSEMENT

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APPROVED BY THE PLANNING BOARD

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%%UWAIVERS

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4.8.7, 4.8.8 - THE INFORMATION REQUIRED ON THE UTILITY PLAN AND - THE INFORMATION REQUIRED ON THE UTILITY PLAN AND THE INFORMATION REQUIRED ON THE UTILITY PLAN AND GRADING AND DRAINAGE PLAN TO BE ADDED TO THE GRADING AND UTILITIES PLAN, SHEET C4. 4.10.2.c.(1) - THE PROPOSED LANDSCAPED AREAS TOTAL LESS THAN - THE PROPOSED LANDSCAPED AREAS TOTAL LESS THAN THE PROPOSED LANDSCAPED AREAS TOTAL LESS THAN 30% OF PROPOSED IMPERVIOUS AREA. 4.10.2.c.(2) - LANDSCAPING AND SCREENING IS PROVIDED BUT NOT ALL OF - LANDSCAPING AND SCREENING IS PROVIDED BUT NOT ALL OF LANDSCAPING AND SCREENING IS PROVIDED BUT NOT ALL OF IT MEETS THE DIMENSIONS AND QUANTITIES DESCRIBED 4.10.2.d.(3) - 5' LANDSCAPED BUFFERS ALONG SIDE AND REAR PROPERTY - 5' LANDSCAPED BUFFERS ALONG SIDE AND REAR PROPERTY 5' LANDSCAPED BUFFERS ALONG SIDE AND REAR PROPERTY LINES ARE NOT PROPOSED.

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%%UGENERAL NOTES

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1. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 2. THE CONTRACTOR SHALL VERIFY THE LOCATION AND RELATIVE ELEVATION OF BENCH MARKS PRIOR TO THE CONTRACTOR SHALL VERIFY THE LOCATION AND RELATIVE ELEVATION OF BENCH MARKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCY SHALL BE REPORTED TO THE ENGINEER. 3. CONTRACTOR SHALL FURNISH CONSTRUCTION LAYOUT OF BUILDING AND SITE IMPROVEMENTS. THIS WORK SHALL BE CONTRACTOR SHALL FURNISH CONSTRUCTION LAYOUT OF BUILDING AND SITE IMPROVEMENTS. THIS WORK SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR. 4. SAFETY MEASURES, CONSTRUCTION METHODS AND CONTROL OF WORK SHALL BE RESPONSIBILITY OF THE SAFETY MEASURES, CONSTRUCTION METHODS AND CONTROL OF WORK SHALL BE RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SITE CONSTRUCTION SHALL COMPLY WITH THE DANVERS DEPARTMENT OF PUBLIC WORK STANDARDS. ALL SITE CONSTRUCTION SHALL COMPLY WITH THE DANVERS DEPARTMENT OF PUBLIC WORK STANDARDS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EXISTING IMPROVEMENTS CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION THAT ARE NOT DESIGNATED FOR DEMOLITION AND / OR REMOVAL HEREON. DAMAGED IMPROVEMENTS SHALL BE REPAIRED TO THE SATISFACTION OF THEIR RESPECTIVE OWNERS. 7. ANY INTENDED REVISION OF THE HORIZONTAL AND/OR VERTICAL LOCATION OF IMPROVEMENTS TO BE CONSTRUCTED ANY INTENDED REVISION OF THE HORIZONTAL AND/OR VERTICAL LOCATION OF IMPROVEMENTS TO BE CONSTRUCTED AS SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY ENGINEER PRIOR TO IMPLEMENTATION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING HORIZONTAL AND VERTICAL MEASUREMENTS FOR ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING HORIZONTAL AND VERTICAL MEASUREMENTS FOR ALL SUBSURFACE STRUCTURES. THIS INFORMATION SHALL BE REPORTED TO THE ENGINEER.

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SCALE: 1"=1,000'

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%%uVICINITY MAP

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DANVERS, MASSACHUSETTS 01923

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185 CENTRE STREET

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HANCOCK ASSOCIATES

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%%uPROJECT TEAM

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26 HOBART STREET

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DARRYL PARKER

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SITE PREPARATION AND EROSION CONTROL PLAN

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GRADING AND UTILITIES PLAN

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TITLE SHEET

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%%uSHEET INDEX

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C1.........................................

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C2.........................................

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C3.........................................

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LAYOUT AND MATERIALS PLAN

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C4.........................................

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LANDSCAPING PLAN

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C5.........................................

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EXISTING CONDITIONS PLAN

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SNOW STORAGE AREA

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W

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UNDERGROUND ELECTRIC

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E

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OVERHEAD WIRES

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OHW

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GAS LINE AND VALVE

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G

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G

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LIMIT OF WORK

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LANDSCAPED AREA

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6" DEEP CRUSHED STONE AREA

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DOWNSPOUT

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DS

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20 CONANT STREET

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GIENAPP ARCHITECTS

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OHW

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PHOTOMETRIC PLAN (BY OTHERS)

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SITE DETAILS

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C6.........................................

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EC.........................................

jpolakiewicz

Text Box

EC

HOBART STREET

(PUBLIC - VARIABLE WIDTH)

Civil Engineers

Land Surveyors

Wetland Scientists

STREET FISHCHERRY

PARKERDARRYL

26 Hobart Street

HANCOCKASSOCIATES



MARKET

26 Hobart Street

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(FOR PARKING, ACCESS & EGRESS,

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EASEMENT AREA

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UTILITIES AND LANDSCAPING & PAVING)

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DEED BOOK 25837, PAGE 563

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PLAN BOOK 399, PLAN 79

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8"SD

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12"SD

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15"SD

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12"%%PSD

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6"SD

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C.U.

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12"SD

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EM

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GRAVEL

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GRAVEL

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6'CLF

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U.POLE

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NO #

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BIT. CURB

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BIT. CURB

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BIT. CURB

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BIT. CURB

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U.POLE

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#6/10

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STONE BLOCKS

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RETAINING

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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DUMPSTER

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WOOD

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STOCKPILE

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CONC. PAD W/

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HVAC UNIT

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CONC. PAD W/

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HVAC UNITS

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COVERED CONCRETE PAD

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BIT. CONC. WALK

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BIT. CONC. WALK

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U.POLE

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#9

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TRACI'S PLACE CONDOMINIUM

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DOCUMENT #376802

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PLAN IN BOOK 2145, PAGE 75

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LCC 9422-A

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TOWN OF DANVERS

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2"-4" DECIDUOUS TREES

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GRAVEL PATH

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GRAVEL PATH

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8' WOOD STOCKADE

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BITUMINOUS CONCRETE

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PARKING LOT

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BITUMINOUS CONCRETE

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PARKING LOT

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BITUMINOUS CONCRETE

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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SLATE

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RET. WALL

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STONE BLOCK RETAINING WALL

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SLATE

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WALK

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SLATE WALK

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SLATE

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WALK

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MTL. PICNIC

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TABLE

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PLANTED AREA

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INSIDE STONE

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BLOCK WALL

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CONC. RET. WALL

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STONE BLOCKS

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STONE BLOCKS

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STONE

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BLOCKS

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TACTILE

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PAD

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CONC.

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WALK

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PARKING STRIPE (TYP.)

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DYL

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DYL

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DYL

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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L/S

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LANDSCAPED

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AREA

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BITUMINOUS CONCRETE

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PARKING LOT

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BITUMINOUS CONCRETE

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PARKING LOT

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(A)

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(B)

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(A)

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BIT. CURB

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VGC

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STONE BLOCK

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RETAINING WALL

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BM#1

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6"CI

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6"CI

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CONCRETE WALK

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6"CI

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STONE

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BLOCKS

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COBBLESTONE

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EDGING

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15"RCP

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(A)

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15"RCP

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15"RCP

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STOP LINE

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CROSSWALK LINE

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12"MAIN

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12"MAIN

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12"MAIN

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U.POLE

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#8

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1" WATER(R)

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POSSIBLE CONNECTION

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LOCATION

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1"WATER

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VGC

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VGC

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VALVE

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6"PVC(R)

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6"PVC(R)

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4"CI(R)

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8"TR

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8"TR

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CONC. RET. WALL

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(A)

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(B)

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(C)

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(B)

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(C)

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8"TR

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8"TR

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MASSACHUSETTS BAY TRANSPORTATION AUTHORITY

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N/F

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BITUMINOUS CONCRETE DRIVEWAY TO BE REMOVED

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BOLLARDS TO BE REMOVED

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BOLLARDS TO BE REMOVED

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STONE BLOCKS TO BE RELOCATED. SEE SHEET C3 FOR NEW LOCATIONS.

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COBBLE STONES TO BE REMOVED

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WATER SERVICE TO BE CUT AND CAPPED AT THE MAIN ACCORDING TO THE TOWN OF DANVERS DPW STANDARDS

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SAWCUT (TYP.)

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EXISTING SEWER SERVICE TO BE STUBBED FOR FUTURE USE

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CONSTRUCTION ENTRANCE (SEE DETAIL)

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GATE (TYP.)

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CONSTRUCTION FENCE (TYP.)

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STRAW WATTLE (TYP.)

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STRAW WATTLE (TYP.)

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CONCRETE PAD TO BE REMOVED. HVAC UNITS TO BE STOCKPILED FOR FUTURE USE. SEE ARCHITECT'S PLANS FOR NEW LOCATIONS.

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GAS METER TO BE REMOVED ACCORDING TO NATIONAL GRID STANDARDS.

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TREE TO BE PROTECTED DURING CONSTRUCTION

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INSTALL SILT SACK DURING CONSTRUCTION

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INSTALL SILT SACK DURING CONSTRUCTION

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STONE BLOCKS TO REMAIN

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DUMPSTER TO BE RELOCATED

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OVERHEAD WIRE TO BE REMOVED. CONTRACTOR TO COORDINATE WITH ELECTRIC COMPANY.

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CONCRETE PAD AND HVAC UNITS TO REMAIN.

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CONCRETE WALKWAY AND TACTILE PAD TO BE REMOVED

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CONCRETE PAD TO BE REMOVED

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WOOD BOLLARDS TO REMAIN

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EXISTING PAVEMENT AND PARKING STRIPES TO REMAIN

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SIGN TO REMAIN

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SIGN TO REMAIN

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SIGN TO REMAIN

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SIGN TO REMAIN

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SAWCUT (TYP.)

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G

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G

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G

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G

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G

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G

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G

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G

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APPROXIMATE LOCATION OF GAS SERVICE TO BE ABANDONED. CONTRACTOR TO VERIFY LOCATION IN FIELD

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G

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GAS SERVICE TO BE CUT AND CAPPED AT THE MAIN ACCORDING TO NATIONAL GRID STANDARDS

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PORTION OF SEWER SERVICE TO BE REMOVED

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PORTION OF GAS SERVICE TO BE REMOVED

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PORTION OF WATER SERVICE TO BE REMOVED. CONTRACTOR TO VERIFY LOCATION IN FIELD

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WATER SERVICE TO BE ABANDONED

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WATER CURB STOP BOX TO BE REMOVED

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PORTION OF WATER SERVICE TO BE REMOVED

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SAWCUT (TYP.)

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STONE BLOCKS TO BE REMOVED

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MERIDIAN FROM PLAN BOOK 399, PLAN 79

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12/10/19

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JJP

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DATE

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BY

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1"=10'

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DRAWN BY:

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CHECK BY:

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VOICE (978) 777-3050, FAX (978) 774-7816

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22447

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KAC

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1

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1/22/20

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2

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3

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C2

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IN

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PLAN OF LAND

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EROSION CONTROL

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DANVERS, MA

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SITE PREPARATION

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3

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40

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20

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10

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SCALE: 1" = 10'

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0

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DATE OF ENDORSEMENT

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EROSION AND SEDIMENTATION PLAN BEST MANAGEMENT PRACTICES (BMP) FOR EROSION AND SEDIMENTATION CONTROL ARE STAKED STRAW WATTLES, FILTER FENCES, HYDRO SEEDING, AND PHASED DEVELOPMENT. MANY STORMWATER BMP TECHNOLOGIES (E.G., INFILTRATION TECHNOLOGIES) ARE NOT DESIGNED TO HANDLE THE HIGH CONCENTRATIONS OF SEDIMENTS TYPICALLY FOUND IN CONSTRUCTION RUNOFF AND MUST BE PROTECTED FROM CONSTRUCTION-RELATED SEDIMENT LOADINGS. CONSTRUCTION BMP'S WILL BE INSPECTED DAILY AND MAINTAINED AS REQUIRED TO ENSURE PROPER FUNCTION. IN DEVELOPING THE PROPOSED PROJECT CERTAIN MEASURES WILL BE IMPLEMENTED TO MINIMIZE IMPACTS EROSION AND SEDIMENTATION COULD HAVE ON SURROUNDING AREAS. THIS SECTION ADDRESSES ITEMS THAT INVOLVE PROPER CONSTRUCTION TECHNIQUES, CLOSE SURVEILLANCE OF WORKMANSHIP, AND IMMEDIATE RESPONSE TO EMERGENCY SITUATIONS. THE CONTRACTOR MUST BE PREPARED TO PROVIDE WHATEVER REASONABLE MEASURES ARE NECESSARY TO PROTECT THE ENVIRONMENT DURING CONSTRUCTION AND TO STABILIZE ALL DISTURBED AREAS AS SOON AS CONSTRUCTION ENDS. PRE-CONSTRUCTION 1. CONTRACTOR TO COORDINATE ALL TRAFFIC MANAGEMENT AND LANE CONTRACTOR TO COORDINATE ALL TRAFFIC MANAGEMENT AND LANE ALTERATIONS WITH THE DANVERS POLICE DEPARTMENT PRIOR TO WORKING IN THE TOWN RIGHT OF WAY. 2. THE CONTRACTOR SHALL HAVE A STOCKPILE OF MATERIALS REQUIRED TO THE CONTRACTOR SHALL HAVE A STOCKPILE OF MATERIALS REQUIRED TO CONTROL EROSION ON-SITE TO BE USED TO SUPPLEMENT OR REPAIR EROSION CONTROL DEVICES. THESE MATERIALS SHALL INCLUDE, BUT ARE NOT LIMITED TO STRAW WATTLES, SILT FENCE AND CRUSHED STONE. 3. THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL ON SITE AND THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL ON SITE AND SHALL UTILIZE EROSION CONTROL MEASURES WHERE NEEDED, REGARDLESS OF WHETHER THE MEASURES ARE SPECIFIED ON THE PLAN OR IN THE ORDER OF CONDITIONS. 4. UNSUITABLE EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE. UNSUITABLE EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE. 5. CONSTRUCTION ENTRANCE SHALL BE INSTALLED. CONSTRUCTION ENTRANCE SHALL BE INSTALLED. 6. EXISTING CATCH BASINS SHALL BE PROTECTED WITH SILT SACKS. EXISTING CATCH BASINS SHALL BE PROTECTED WITH SILT SACKS. PRELIMINARY SITE WORK 1. EXCAVATED MATERIALS SHOULD BE STOCKPILED, SEPARATING THE EXCAVATED MATERIALS SHOULD BE STOCKPILED, SEPARATING THE TOPSOIL FOR FUTURE USE ON THE SITE. EROSION CONTROL SHALL BE UTILIZED ALONG THE DOWN SLOPE SIDE OF THE PILES AND SIDE SLOPES SHALL NOT EXCEED 2:1. 2. IF INTENSE RAINFALL IS ANTICIPATED, THE INSTALLATION OF SUPPLEMENTAL STRAW BALE DIKES, SILT FENCES, OR ARMORED DIKES SHALL BE CONSIDERED. ONGOING SITE WORK 1. EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPLACED EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPLACED AS NEEDED. SEDIMENT BUILT UP BEHIND SILT FENCES SHALL BE REMOVED WHEN LEVEL REACHES ONE HALF WATTLE HEIGHT AND DISPOSED IN ACCORDANCE WITH APPLICABLE REGULATIONS. 2. CATCH BASIN SILT SACKS SHALL BE INSPECTED WEEKLY, SILT SACKS CATCH BASIN SILT SACKS SHALL BE INSPECTED WEEKLY, SILT SACKS SHALL B E REMOVED AND CLEANED WHEN SEDIMENT IS WITHIN 6" OF THE BOTTOM OF THE GRATE. SEDIMENT SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE REGULATIONS. 3. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY. STONE SHALL CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY. STONE SHALL BE REMOVED AND REPLACED WHEN SEDIMENT REACHES TOP OF STONE. 4. HOBART STREET SHALL BE INSPECTED DAILY AND SWEPT AS NEEDED TO HOBART STREET SHALL BE INSPECTED DAILY AND SWEPT AS NEEDED TO KEEP PAVED SURFACE FREE OF SOIL AND DEBRIS. 5. AFTER EACH STORM EVENT, AN INSPECTION OF THE EROSION CONTROLS IN AFTER EACH STORM EVENT, AN INSPECTION OF THE EROSION CONTROLS IN PLACE SHALL BE DOCUMENTED AND KEPT ON RECORD FOR REVIEW BY CONSERVATION AGENT OR ENGINEERING DIVISION. ANY DAMAGED EROSION CONTROLS SHALL BE IMMEDIATELY REPAIRED. LANDSCAPING 1. LANDSCAPING SHALL OCCUR AS SOON AS POSSIBLE TO PROVIDE PERMANENT STABILIZATION OF DISTURBED SURFACES. 2. IF THE SEASON OR ADVERSE WEATHER CONDITIONS DO NOT ALLOW THE ESTABLISHMENT OF VEGETATION, TEMPORARY MULCHING WITH STRAW, WOOD CHIPS WEIGHTED WITH SNOW FENCE OR BRANCHES, OR OTHER METHODS SHALL BE PROVIDED. 3. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED AND ITS SURFACE SMOOTHED TO THE SPECIFIED GRADES. 4. THE USE OF HERBICIDES IS STRONGLY DISCOURAGED. 5. HYDRO SEEDING IS ENCOURAGED FOR STEEP SLOPES. APPLICATION RATES ON SLOPES GREATER THAN 3:1 SHALL HAVE A MINIMUM SEEDING RATE OF 5-LBS/1000 SF. A LATEX OR FIBER TACKIFIER SHALL BE USED ON THESE SLOPES AT A MINIMUM RATE OF 50 LBS. OF TACKIFIER PER 500 GALLONS OF WATER USED. CONSTRUCTION SEQUENCE 1. INSTALL CONSTRUCTION ENTRANCE INSTALL CONSTRUCTION ENTRANCE 2. INSTALL EROSION CONTROL AND SILT SACKS INSTALL EROSION CONTROL AND SILT SACKS 3. SITE DEMOLITION AND PREPARATION PER PLAN. SITE DEMOLITION AND PREPARATION PER PLAN. 4. UNDERGROUND UTILITY CONSTRUCTION. UNDERGROUND UTILITY CONSTRUCTION. 5. FOUNDATION CONSTRUCTION. FOUNDATION CONSTRUCTION. 6. BACKFILL OF UTILITIES AND FOUNDATIONS. BACKFILL OF UTILITIES AND FOUNDATIONS. 7. PARKING AND BUILDING CONSTRUCTION. PARKING AND BUILDING CONSTRUCTION. 8. REMOVE CONSTRUCTION ENTRANCE. REMOVE CONSTRUCTION ENTRANCE. 9. FINAL GRADING, AND PAVING. FINAL GRADING, AND PAVING. 10. LANDSCAPING, LOAM AND SEED. LANDSCAPING, LOAM AND SEED. 11. REMOVAL OF EROSION CONTROL AND SILT SACKS ONCE FULLY STABILIZED.REMOVAL OF EROSION CONTROL AND SILT SACKS ONCE FULLY STABILIZED.

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NOT TO SCALE

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SUPPLY WATER TO WASH WHEELS IF NECESSARY

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2"-3" CRUSHED STONE MINIMUM 6" THICKNESS

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HOBART STREET

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30'

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DIVERSION RIDGE

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%%uPLAN

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R=20'

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NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY WHEELS SHALL BE CLEANED PRIOR TO WHEN NECESSARY WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. IN THE DIRECTION OF TRAVEL, THE CONSTRUCTION IN THE DIRECTION OF TRAVEL, THE CONSTRUCTION ENTRANCE/EXIT SHALL SLOPE DOWN TOWARDS THE SITE AND AWAY FROM THE ROADWAY.

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MIN.

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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT

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STRAW WATTLE AND SILT FENCE

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CONSTRUCTION FENCE

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ITEM TO BE REMOVED

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TYPICAL CROSS SECTION

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CATCH BASIN SILT SACK

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OUTLET

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FRAME & GRATE

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SILT SACK TO BE INSTALLED AND MAINTAINED DURING CONSTRUCTION PERIOD IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS

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USE SILT SACK OR APPROVED EQUAL. FILTER FABRIC IS NOT AN ACCEPTABLE ALTERNATIVE.

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NOT TO SCALE

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WATTLE

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NOT TO SCALE

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12"±

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12" MIN. DIA. FILTER SOCK SET IN A 2"-3" DEEP TRENCH

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DRIVE STAKE UNTIL 3"-4" REMAINS EXPOSED INSTALL STAKE PERPENDICULAR TO SLOPE FACE EVERY 10' (MIN.). 12" MIN. OVERLAP IN BETWEEN PIECES OF FILTER SOCK.

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INSTALL WITH 18" OR 24", 1"X1" WOOD STAKES

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NOTES: 1. SOCK SIZE DEPICTED IS FOR SOCK SIZE DEPICTED IS FOR GENERAL USE. GREATER SLOPES MAY REQUIRE LARGER SOCK. 2. COMPOST MATERIAL MAY BE COMPOST MATERIAL MAY BE DISPERSED ON SITE AT THE DISCRETION 0F THE APPROVING AUTHORITY 3. PRIOR TO SETTING THE SOCK PRIOR TO SETTING THE SOCK REMOVE LOOSE LITTER, BRANCHES AND OTHER MATERIAL THAT MAY PREVENT THE SOCK FROM DIRECT CONTACT WITH SOIL.

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GEOTEXTILE FILTER FABRIC

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2% OR GREATER

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ROADWAY

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DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2%

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NOTE: 1. LOCATIONS OF CONSTRUCTION FENCE, CONSTRUCTION ENTRANCE AND STRAW WATTLE MAY VARY LOCATIONS OF CONSTRUCTION FENCE, CONSTRUCTION ENTRANCE AND STRAW WATTLE MAY VARY DURING CONSTRUCTION. 2. IMMEDIATELY AFTER COMPLETING ABANDONMENT OR CUT AND CAPS, ALL TRENCHES SHALL BE IMMEDIATELY AFTER COMPLETING ABANDONMENT OR CUT AND CAPS, ALL TRENCHES SHALL BE PAVED. OPEN TRENCHES OVERNIGHT ARE PROHIBITED. 3. SEWER CAPS SHALL BE REQUIRED ON ALL OPEN END OF SERVICES OR MAINS.SEWER CAPS SHALL BE REQUIRED ON ALL OPEN END OF SERVICES OR MAINS.

HOBART STREET


Civil Engineers

Land Surveyors

Wetland Scientists

STREET FISHCHERRY

PARKERDARRYL

26 Hobart Street

HANCOCKASSOCIATES



MARKET

26 Hobart Street

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EASEMENT AREA

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EM

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GRAVEL

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GRAVEL

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6'CLF

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U.POLE

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NO #

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BIT. CURB

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BIT. CURB

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BIT. CURB

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BIT. CURB

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U.POLE

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#6/10

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STONE BLOCKS

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RETAINING

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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DUMPSTER

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WOOD

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STOCKPILE

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CONC. PAD W/

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HVAC UNIT

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CONC. PAD W/

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HVAC UNITS

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U.POLE

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#9

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3.0'

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9.2'

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24.5'

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DOCUMENT #376802

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LCC 9422-A

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TOWN OF DANVERS

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GRAVEL PATH

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GRAVEL PATH

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8' WOOD STOCKADE

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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2.1'

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OVER

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1.9'

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OVER

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SLATE

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RET. WALL

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SLATE

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WALK

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SLATE WALK

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SLATE

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WALK

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MTL. PICNIC

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TABLE

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PLANTED AREA

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INSIDE STONE

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BLOCK WALL

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CONC. RET. WALL

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STONE

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BLOCKS

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DYL

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DYL

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DYL

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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L/S

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LANDSCAPED

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AREA

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BIT. CURB

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VGC

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STONE BLOCK

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RETAINING WALL

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WOOD STOCKADE

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CONCRETE WALK

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STOP LINE

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CROSSWALK LINE

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U.POLE

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#8

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VGC

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VGC

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VALVE

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BACK

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2.0'

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CONC. RET. WALL

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%%ULOT AREA

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14,230%%P S.F.(C)

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14,232%%P S.F.(R)

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TO CONC.

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BLOCK

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(TYP.)

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N/F

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D

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D

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x

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FENCE. SEE ARCHITECT'S PLANS.

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BITUMINOUS CONCRETE DRIVEWAY

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LIMIT OF WORK (TYP.)

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10' FRONT YARD SETBACK

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5' SIDE YARD SETBACK

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5' REAR YARD SETBACK

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PROPOSED 2-STORY ADDITION

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SNOW STORAGE (TYP.)

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SNOW STORAGE (TYP.)

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ROLL UP DOORS FOR DELIVERIES. SEE ARCHITECT'S PLANS.

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BOLLARD. SEE ARCHITECT'S PLANS (TYP.)

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1 STORY 12 STORY CONCRETE BLOCK BUILDING TO REMAIN

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WHEEL STOPS

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5' SIDE YARD SETBACK

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NEW CONCRETE WALKWAY AND TACTILE PAD

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EXISTING PAVEMENT AND PARKING STRIPES TO REMAIN

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VAN ACCESSIBLE PARKING SIGN

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LIMIT OF WORK

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SIGN TO REMAIN

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SIGN TO REMAIN

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SIGN TO REMAIN

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SIGN TO REMAIN

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WHEEL STOPS

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RELOCATED STONE BLOCK

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CAPE COD BERM

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REPLACE CURB AND SIDEWALK IN KIND. MATCH EXISTING GRADES.

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GATE. SEE ARCHITECT'S PLANS.

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5' LONG SHIELD. SEE ARCHITECT'S PLANS.

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LOCKABLE GATE. SEE ARCHITECT'S PLANS.

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3' WIDE OPENING IN FENCE. SEE ARCHITECT'S PLANS.

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(2) 8 YARD DUMPSTERS ON A CEMENT CONCRETE PAD

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BUILDING ABOVE (TYP.)

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SAWCUT (TYP.)

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TRANSITION LINE FROM 24" DEEP CRUSHED STONE SURFACE TO 6" DEEP CRUSHED STONE SURFACE

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LIGHT POLE BY OTHERS (TYP.)

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COMPACT PARKING SPACE SIGN

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12/10/19

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JJP

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ESS

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DATE

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APP

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DATE:

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NO.

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BY

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1"=10'

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DRAWN BY:

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CHECK BY:

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VOICE (978) 777-3050, FAX (978) 774-7816

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22447

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OF

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7

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DWG:

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SHEET:

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LAYOUT:

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PROJECT NO.:

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PREPARED FOR:

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KAC

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APP BY:

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1/13/20

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KAC

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1

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JJP

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1/22/20

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KAC

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2

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JJP

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1/27/20

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KAC

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3

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JJP

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1/29/20

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KAC

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4

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JJP

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C3

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IN

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PLAN OF LAND

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MATERIALS

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DANVERS, MA

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LAYOUT AND

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4

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40

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20

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10

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SCALE: 1" = 10'

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0

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DATE OF ENDORSEMENT

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ZONE: COMMERCIAL 1A (C-1A) REQUIREMENT REQUIRED PROPOSED REQUIRED PROPOSED PROPOSED LOT AREA N/A 45,034 SQ.FT.± N/A 45,034 SQ.FT.± 45,034 SQ.FT.± FRONTAGE N/A 120' N/A 120' 120'±FRONT YARD 10 FEET 25' 10 FEET 25' 25'±SIDE YARD 5 FEET 25' (EXISTING) AT E YARD 5 FEET 25' (EXISTING) AT E YARD 25'± (EXISTING) AT E YARD9'± (EXISTING) AT W YARDREAR YARD 5 FEET 3' (EXISTING) 5 FEET 3' (EXISTING) 3'± (EXISTING)MAX. HEIGHT 35 FEET 32'-6"** 35 FEET 32'-6"** 32'-6"** PARKING REQUIRED: RETAIL AREA***: 1 SPACE PER 250 GFLA, PLUS 1 PER EMPLOYEE ON LARGEST SHIFT RETAIL AREA = 900 SF REQUIRED = 4 SPACES + EMPLOYEE PARKING PROCESS/PREP AREA***: 1 SPACE PER PLANNED EMPLOYEE ON LARGEST SHIFT, BUT NO LESS THAN 3 SPACES PER 1,000' OF GFA. PROCESS/PREP AREA = 1,188 SF REQUIRED = 4 SPACES + EMPLOYEE PARKING EMPLOYEE PARKING**: 1 SPACE PER PLANNED EMPLOYEE ON LARGEST SHIFT PLANNED EMPLOYEES ON LARGEST SHIFT = 8 REQUIRED = 8 SPACES 1ST FLOOR STORAGE/MECH AREA***: FLOOR STORAGE/MECH AREA***: 1 SPACE FOR EACH 4,000 STORAGE/MECH AREA = 2,000 SF REQUIRED = 1 SPACE 2ND FLOOR OFFICE AREA***: 4 SPACES PER 1,000 GLFA REQUIRED 6 SPACES RETAIL AREA = 4 PARKING SPACES = 4 PARKING SPACES PROCESS/PREP AREA = 4 PARKING SPACES = 4 PARKING SPACES EMPLOYEE = 8 PARKING SPACES = 8 PARKING SPACES STORAGE/MECH AREA = 1 PARKING SPACE = 1 PARKING SPACE OFFICE AREA = 6 PARKING SPACES = 6 PARKING SPACES TOTAL REQUIRED = 23 PARKING SPACES = 23 PARKING SPACES PROVIDED: 23 PARKING SPACES* REQUIRED MIN. AISLE WIDTH = 24 FEET 24 FEET PROVIDED MIN. AISLE WIDTH = 26.7 FEET 26.7 FEET REQUIRED STANDARD PARKING SPACE SIZE = 9'X18' 9'X18' PROVIDED STANDARD PARKING SPACE SIZE = 9'X18' 9'X18' ** PROVIDED BY ARCHITECT PROVIDED BY ARCHITECT *** CALCULATIONS PROVIDED BY THE TOWN OF DANVERS BUILDING INSPECTOR IN AN CALCULATIONS PROVIDED BY THE TOWN OF DANVERS BUILDING INSPECTOR IN AN EMAIL DATED NOVEMBER 20, 2019

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%%UZONING TABLE

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%%UWAIVERS

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4.10.2.c.(1) - THE PROPOSED LANDSCAPED AREAS TOTAL LESS THAN - THE PROPOSED LANDSCAPED AREAS TOTAL LESS THAN THE PROPOSED LANDSCAPED AREAS TOTAL LESS THAN 30% OF PROPOSED IMPERVIOUS AREA. 4.10.2.c.(2) - LANDSCAPING AND SCREENING IS PROVIDED BUT NOT ALL OF - LANDSCAPING AND SCREENING IS PROVIDED BUT NOT ALL OF LANDSCAPING AND SCREENING IS PROVIDED BUT NOT ALL OF IT MEETS THE DIMENSIONS AND QUANTITIES DESCRIBED 4.10.2.d.(3) - 5' LANDSCAPED BUFFERS ALONG SIDE AND REAR PROPERTY - 5' LANDSCAPED BUFFERS ALONG SIDE AND REAR PROPERTY 5' LANDSCAPED BUFFERS ALONG SIDE AND REAR PROPERTY LINES ARE NOT PROPOSED.

HOBART STREET


Civil Engineers

Land Surveyors

Wetland Scientists

STREET FISHCHERRY

PARKERDARRYL

26 Hobart Street

HANCOCKASSOCIATES



MARKET

26 Hobart Street

¾”

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EASEMENT AREA

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Z

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8"SD

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12"SD

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15"SD

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12"%%PSD

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6"SD

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C.U.

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12"SD

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ELEV. @ CONC.

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SLAB = 51.1'

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1 STORY 12 STORY CONCRETE BLOCK BUILDING

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ELEV. @ CONC.

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SLAB = 51.2'

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ELEV. @ CONC.

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SLAB = 51.2'

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EM

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GRAVEL

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GRAVEL

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6'CLF

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PLASTIC

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SHED

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U.POLE

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NO #

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ELEV. @ ROOF

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PEAK = 74.1

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ELEV. @ ROOF

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PEAK = 74.2'

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ROOF RIDGELINE

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ELEV. @ BOTTOM

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EAVE = 63.6'

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ELEV. @ BOTTOM

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EAVE = 63.6'

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BIT. CURB

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U.POLE

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STONE BLOCKS

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RETAINING

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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DUMPSTER

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WOOD

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STOCKPILE

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CONC. PAD W/

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HVAC UNIT

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CONC. PAD W/

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HVAC UNITS

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4" PVC

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VENT

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OVERHANG

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ELEV. @ BOTTOM

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EAVE = 59.4'

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ELEV. @ BOTTOM

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EAVE = 59.3'

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BIT. CONC. WALK

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BIT. CONC. WALK

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U.POLE

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#9

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3.0'

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9.2'

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24.5'

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BUILDING EAVE

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BUILDING EAVE

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DOCUMENT #376802

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LCC 9422-A

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TOWN OF DANVERS

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GRAVEL PATH

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GRAVEL PATH

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8' WOOD STOCKADE

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BITUMINOUS CONCRETE

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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2.1'

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OVER

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1.9'

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OVER

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1' DIAMETER

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WOOD BOLLARD

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(TYP.)

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1' DIAMETER

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WOOD BOLLARD

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(TYP.)

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SLATE

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RET. WALL

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SLATE

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WALK

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SLATE WALK

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SLATE

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WALK

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MTL. PICNIC

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TABLE

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PLANTED AREA

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INSIDE STONE

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BLOCK WALL

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CONC. RET. WALL

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STONE

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BLOCKS

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DYL

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DYL

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DYL

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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L/S

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LANDSCAPED

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AREA

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BITUMINOUS CONCRETE

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PARKING LOT

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BITUMINOUS CONCRETE

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PARKING LOT

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(A)

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(B)

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(A)

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BIT. CURB

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VGC

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STONE BLOCK

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RETAINING WALL

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WOOD STOCKADE

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BM#1

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6"CI

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6"CI

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CONCRETE WALK

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6"CI

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15"RCP

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(A)

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15"RCP

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15"RCP

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STOP LINE

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CROSSWALK LINE

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12"MAIN

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12"MAIN

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12"MAIN

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4" DIAMETER

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MTL. BOLLARD

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U.POLE

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#8

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POSSIBLE CONNECTION

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LOCATION

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1"WATER

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VGC

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VGC

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VALVE

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6"PVC(R)

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6"PVC(R)

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4"CI(R)

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8"TR

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8"TR

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8"TR(R)

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249.4'

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BACK

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2.0'

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CONC. RET. WALL

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(B)

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(A)

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ELEV. @ BOTTOM

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EAVE = 63.7'

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TO CONC.

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BLOCK

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(TYP.)

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(B)

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(C)

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(B)

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(C)

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8"TR

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8"TR

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(A)

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(C)

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8"PVC

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8"TR(R)

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N/F

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D

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D

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x

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DS

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CONNECT TO EXISTING 12" WATER MAIN WITH A TAPPING SLEEVE AND VALVE

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PROPOSED 2-STORY BUILDING ADDITION FFE=51.2

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CONNECT TO EXISTING 6" CAST IRON GAS MAIN

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GAS SERVICE

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4" DUCTILE IRON WATER SERVICE

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DS

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NEW OVERHEAD WIRE FROM EXISTING UTILITY POLE

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4" PVC L=52 S=0.042

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CONNECT TO EXISTING 6" PVC SEWER SERVICE WITH A COUPLING AND 4"x6" WYE APPROX. INV=44.5 CONTRACTOR TO VERIFY IN FIELD

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CO

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CLEANOUT (TYP.)

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4" PERFORATED PVC PIPES WRAPPED IN MIRAFI GEOTEXTILE FABRIC L=23 S=0.000 INV=48.33

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TP-1

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4" PVC PIPE L=12 S=0.010

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CO

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CO

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WATER VALVE

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MDC TRAP TO BE DESIGNED BY PLUMBING ENGINEER INV=46.70

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WV

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TSV

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S

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MATCH EXISTING GRADES

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MATCH EXISTING GRADES

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TEST PIT TP-1

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12/10/19

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JJP

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ESS

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DATE:

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NO.

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BY

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1"=10'

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DRAWN BY:

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CHECK BY:

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VOICE (978) 777-3050, FAX (978) 774-7816

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22447

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OF

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7

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LAYOUT:

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PROJECT NO.:

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PREPARED FOR:

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KAC

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APP BY:

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1/13/20

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KAC

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1

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JJP

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1/22/20

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KAC

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2

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JJP

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1/27/20

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JJP

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1/29/20

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C4

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IN

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PLAN OF LAND

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UTILITIES

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DANVERS, MA

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GRADING AND

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5

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40

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20

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10

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SCALE: 1" = 10'

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0

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DATE OF ENDORSEMENT

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ELEVATION BENCH MARKS

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NO.

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DESCRIPTION

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ELEV.

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1.

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2.

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3.

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DATUM:

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U.POLE #6/10 - CUT SPIKE (SET) 1' UP

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49.55

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HYDRANT - FRONT LEFT CAP BOLT

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50.85'

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NAVD88

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%%UGRADING AND UTILITY PLAN NOTES

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1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES/OBSTRUCTIONS/SYSTEMS SHOWN HEREON ARE APPROXIMATE LOCATIONS OF EXISTING UNDERGROUND UTILITIES/OBSTRUCTIONS/SYSTEMS SHOWN HEREON ARE APPROXIMATE ONLY. ALL UTILITIES/OBSTRUCTIONS/SYSTEMS MAY NOT BE SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES/OBSTRUCTIONS/SYSTEMS, WHETHER OR NOT SHOWN HEREON. 2. RIM ELEVATIONS SHOWN FOR NEW STRUCTURES ARE APPROXIMATE AND ARE PROVIDED TO ASSIST CONTRACTOR RIM ELEVATIONS SHOWN FOR NEW STRUCTURES ARE APPROXIMATE AND ARE PROVIDED TO ASSIST CONTRACTOR WITH MATERIAL TAKEOFFS. FINISH RIM ELEVATIONS SHOULD MATCH PAVEMENT, GRADING OR LANDSCAPING, UNLESS SPECIFICALLY INDICATED OTHERWISE. 3. STRUCTURE DETAILS FROM INDEPENDENT VENDORS ARE CONSTANTLY CHANGING. PRIOR TO CONSTRUCTION, THE STRUCTURE DETAILS FROM INDEPENDENT VENDORS ARE CONSTANTLY CHANGING. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT DETAILS SHOWN MATCH CURRENT DETAILS AND SPECIFICATIONS FROM VENDORS. 4. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING WITH NEW PAVING. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING WITH NEW PAVING. 5. AT LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT AT LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN, SMOOTH EDGE. 6. CONTRACTOR SHALL VERIFY ALL PROPOSED TOP OF CURB ELEVATIONS BEFORE PROCEEDING WITH ANY CONTRACTOR SHALL VERIFY ALL PROPOSED TOP OF CURB ELEVATIONS BEFORE PROCEEDING WITH ANY CONSTRUCTION AND ADVISE THE ENGINEER OF ANY DISCREPANCY WHICH MAY IMPACT DESIGN. 7. ALL UNDERGROUND STRUCTURES AND UTILITIES SHALL BE CAPABLE OF WITHSTANDING H20 WHEEL LOADS. ALL UNDERGROUND STRUCTURES AND UTILITIES SHALL BE CAPABLE OF WITHSTANDING H20 WHEEL LOADS. 8. SILT FENCE AND/OR STRAW WATTLES SHOWN HEREON SHALL BE INSTALLED BEFORE EARTH DISTURBANCE OCCURS SILT FENCE AND/OR STRAW WATTLES SHOWN HEREON SHALL BE INSTALLED BEFORE EARTH DISTURBANCE OCCURS WITHIN BUFFER ZONE, AND SHALL SERVE AS THE LIMIT OF WORK. 9. CONTRACTOR SHALL PROVIDE DUST CONTROL FOR CONSTRUCTION OPERATIONS AS APPROVED BY THE ENGINEER. CONTRACTOR SHALL PROVIDE DUST CONTROL FOR CONSTRUCTION OPERATIONS AS APPROVED BY THE ENGINEER. 10. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ON TO PUBLIC ROADS. 11. THE STORM SEWERS SHALL BE HDPE PIPE. THE STORM SEWERS SHALL BE HDPE PIPE. 12. NEW CURB CUTS SHALL BE APPROVED BY TOWN OF DANVERS DPW STREET DIVISION. NEW CURB CUTS SHALL BE APPROVED BY TOWN OF DANVERS DPW STREET DIVISION. 13. ALL PAVEMENT, CURBING AND LANDSCAPING DISTURBED DURING CONSTRUCTION IN HOBART STREET SHALL BE ALL PAVEMENT, CURBING AND LANDSCAPING DISTURBED DURING CONSTRUCTION IN HOBART STREET SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION OR BETTER. 14. PAVEMENT SHALL BE NEATLY SAW CUT PRIOR TO WATER/SEWER TRENCH EXCAVATION. PAVEMENT SHALL BE NEATLY SAW CUT PRIOR TO WATER/SEWER TRENCH EXCAVATION. 15. FINAL PAVEMENT OF TRENCHES IS REQUIRED A MINIMUM OF 90 DAYS AFTER INITIAL TRENCH PAVEMENT FINAL PAVEMENT OF TRENCHES IS REQUIRED A MINIMUM OF 90 DAYS AFTER INITIAL TRENCH PAVEMENT INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TRENCHES DURING THE DURATION OF THE PROJECT OR AS REQUIRED BY THE TOWN OF DANVERS DPW STREET OPENING PERMIT. 16. ALL UTILITY CROSSINGS SHALL BE BACKFILLED WITH ¾” STONE FROM TOP OF PIPE TO MID-LINE OF EXISTING ALL UTILITY CROSSINGS SHALL BE BACKFILLED WITH ¾” STONE FROM TOP OF PIPE TO MID-LINE OF EXISTING STONE FROM TOP OF PIPE TO MID-LINE OF EXISTING UTILITY.

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%%UWAIVERS REQUESTED

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4.8.7, 4.8.8- THE INFORMATION REQUIRED ON THE UTILITY PLAN AND - THE INFORMATION REQUIRED ON THE UTILITY PLAN AND THE INFORMATION REQUIRED ON THE UTILITY PLAN AND GRADING AND DRAINAGE PLAN TO BE ADDED TO THE GRADING AND UTILITIES PLAN, SHEET C4.

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%%USOIL TEST PIT DATA

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DATE OF TEST: 1/10/2020

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TP-1 (SURFACE ELEV.=49.77)

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0"

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36"

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121"+

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GRAVEL FILL

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GRAVELLY SAND

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FINE SAND

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2C HORIZON

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96"

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C HORIZON

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NO GROUND WATER

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PERCOLATION TEST PERFORMED IN TP-1 @ 45"

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INFILTRATION RATE OBSERVED = 30 SEC/INCH (120 IN/HR)

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SOIL EVALUATION BY HANCOCK ASSOCIATES JAMES POLAKIEWICZ - SE14369 EXP. 07/01/2022

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NO REFUSAL

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14"

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GRAVELLY SAND

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FILL

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COBBLES

HOBART STREET


Civil Engineers

Land Surveyors

Wetland Scientists

STREET FISHCHERRY

PARKERDARRYL

26 Hobart Street

HANCOCKASSOCIATES



MARKET

26 Hobart Street

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EASEMENT AREA

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EM

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GRAVEL

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GRAVEL

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6'CLF

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U.POLE

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NO #

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BIT. CURB

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BIT. CURB

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BIT. CURB

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BIT. CURB

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U.POLE

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#6/10

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STONE BLOCKS

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RETAINING

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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DUMPSTER

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WOOD

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STOCKPILE

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CONC. PAD W/

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HVAC UNIT

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CONC. PAD W/

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HVAC UNITS

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U.POLE

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#9

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DOCUMENT #376802

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LCC 9422-A

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TOWN OF DANVERS

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GRAVEL PATH

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GRAVEL PATH

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8' WOOD STOCKADE

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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SLATE

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RET. WALL

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SLATE

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WALK

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SLATE WALK

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SLATE

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WALK

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MTL. PICNIC

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TABLE

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PLANTED AREA

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INSIDE STONE

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BLOCK WALL

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CONC. RET. WALL

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STONE

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BLOCKS

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DYL

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DYL

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DYL

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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L/S

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LANDSCAPED

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AREA

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BIT. CURB

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VGC

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STONE BLOCK

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RETAINING WALL

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CONCRETE WALK

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STOP LINE

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CROSSWALK LINE

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U.POLE

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#8

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VGC

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VGC

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VALVE

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CONC. RET. WALL

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14,230%%P S.F.(C)

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14,232%%P S.F.(R)

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N/F

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D

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D

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x

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PROPOSED 2-STORY ADDITION

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TREE TO REMAIN

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1 STORY 12 STORY CONCRETE BLOCK BUILDING TO REMAIN

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TREE TO REMAIN

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TREE TO REMAIN

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TREE TO REMAIN

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RELOCATED STONE BLOCK

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ARBORVITAE (TYP.)

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KWANZAN CHERRY TREE

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PAMPAS GRASS EVERY 5' O.C. (TYP.)

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RED MAPLE TREE (TYP.)

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12/10/19

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JJP

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1"=10'

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DRAWN BY:

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CHECK BY:

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VOICE (978) 777-3050, FAX (978) 774-7816

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22447

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OF

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7

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LAYOUT:

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PROJECT NO.:

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PREPARED FOR:

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KAC

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APP BY:

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1/13/20

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KAC

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1

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JJP

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1/22/20

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KAC

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2

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JJP

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1/27/20

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KAC

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3

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JJP

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1/29/20

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KAC

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4

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JJP

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C5

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IN

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PLAN OF LAND

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LANDSCAPING

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DANVERS, MA

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40

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10

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SCALE: 1" = 10'

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0

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DATE OF ENDORSEMENT

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RED MAPLE TREE (QTY. 2, 4-6' TALL)

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%%ULANDSCAPING LEGEND

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LANDSCAPED AREA

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ARBORVITAE (QTY. 16, 4-5' TALL, 4' O.C.)

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%%ULANDSCAPED AREA CALCULATION

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EXISTING ON-SITE LANDSCAPED AREA TOTAL LOT AREA = 14,230 SF LANDSCAPED AREA = 308 SF IMPERVIOUS AREA = 11,712 SF % OF IMPERVIOUS THAT IS LANDSCAPED = 3% EXISTING ON-SITE & EASEMENT LANDSCAPED AREA TOTAL AREA = 21,250 SF LANDSCAPED AREA = 3,684 SF IMPERVIOUS AREA = 15,053 SF % OF IMPERVIOUS THAT IS LANDSCAPED = 25% PROPOSED ON-SITE LANDSCAPED AREA TOTAL LOT AREA = 14,230 SF LANDSCAPED AREA = 1,157 SF IMPERVIOUS AREA = 12,147 SF % OF IMPERVIOUS THAT IS LANDSCAPED = 10% PROPOSED ON-SITE & EASEMENT LANDSCAPED AREA TOTAL AREA = 21,250 SF LANDSCAPED AREA = 4,681 SF IMPERVIOUS AREA = 15,643 SF % OF IMPERVIOUS THAT IS LANDSCAPED = 30%

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PAMPAS GRASS (QTY. 22, 2-3' TALL, 5' O.C.) 22, 2-3' TALL, 5' O.C.)

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KWANZAN CHERRY TREE (QTY. 1, 4-6' TALL)

Civil Engineers

Land Surveyors

Wetland Scientists

STREET FISHCHERRY

PARKERDARRYL

26 Hobart Street

HANCOCKASSOCIATES



MARKET

26 Hobart Street

NOTES:

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12/10/19

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JJP

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1"=10'

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DRAWN BY:

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CHECK BY:

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VOICE (978) 777-3050, FAX (978) 774-7816

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22447

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PROJECT NO.:

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KAC

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APP BY:

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1/13/20

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KAC

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1

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JJP

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1/22/20

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KAC

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2

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JJP

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1/27/20

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KAC

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3

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JJP

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1/29/20

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SITE DETAILS

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C6

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[1] COMPACT TO TEST AVERAGE OF 95%%%, %%P2.5%%%

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%%uNOTES:

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NOT TO SCALE

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%%uCOURSE THICKNESS

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1 1/2" TOP

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2 1/2" BINDER

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6" BASE

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6" SUBBASE

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SUITABLE SUBGRADE

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%%uCOMPACTION REQUIREMENT

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TEST PER AASHTO T166. SEE NOTE [1]

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95%, TEST PER ASTM D-1557

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MATERIAL

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SPECIFICATION

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MAXIMUM AGGREGATE

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OR PARTICLE SIZE (IN.)

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TOP - BITUMINOUS CONCRETE

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BINDER- BITUMINOUS CONCRETE

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BASE - DENSE GRADED CRUSHED STONE

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SUBBASE - GRAVEL BORROW

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MHD M3.11.03

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CLASS I, TYPE I-1

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MHD M3.11.03

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CLASS I, TYPE I-1

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MHD M2.01.7

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MHD M1.03.0 TYPE C

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1/2

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1

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1 1/2

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2

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TEST PER AASHTO T166. SEE NOTE [1]

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APPLY FULL COVERAGE

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TACK COAT AT JOINT

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BITUMINOUS CONCRETE PAVEMENT

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PIPE TRENCH

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[6] FOR FOUNDATION STABILIZATION, USE 2"%%P CRUSHED STONE.

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MINIMUM COVER OVER TOP OF PIPE:

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INSTALL PIPE IN CENTER OF TRENCH.

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PIPE I.D. WIDTH

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0.D. + 30"

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O.D. + 24"

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O.D. + 12"

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GREATER THAN 42"

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21" TO 42"

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LESS THAN 21"

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[5]

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[4]

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[6]

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[1]

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[1]

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[1]

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[5]

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[4]

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[1]

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[1]

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[1]

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[6]

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PIPE COVER

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MIN.

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FINAL BACKFILL

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INITIAL BACKFILL

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HAUNCHING

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BEDDING

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STABILIZATION

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FOUNDATION

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RC, DI

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HDP, PVC

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PIPE MATERIAL

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FOUNDATION, BEDDING, & BACKFILL MATERIALS

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UNDISTURBED NATURAL SOIL

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OTHERWISE PLACE BEDDING ON

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WHEN REQUIRED BY ENGINEER

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FOUNDATION STABILIZATION

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SPRINGLINE

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MIN. PIPE COVER

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COMPACTED GRAVEL BASE

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PAVEMENT

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SEE NOTE [2]

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6" BEDDING

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MIN.

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1'-0" %%P2"

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HAUNCHING

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PIPE ZONE

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BACKFILL

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BACKFILL

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TOPSOIL

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SURFACE RESTORATION

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CONSTRUCTION IN AREAS TO BE PAVED

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PLANTED OR UNIMPROVED AREAS

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CONSTRUCTION IN AREAS TO

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NOT TO SCALE

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WATER

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SEWER

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DRAIN

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5'-0"

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4'-0"

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1'-6"

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PIPE MATERIAL

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HDP, PVC

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RC, DI

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1'-0"

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4'-0"

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5'-0"

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PIPE COVER

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INITIAL

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FINAL

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LANDSCAPE

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LAY BACK SIDE SLOPES

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OR PROVIDE STRUCTURAL

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SUPPORT FOR TRENCH

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WALLS PER OSHA

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REQUIREMENTS

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MINIMUM WIDTH OF TRENCH

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MEASURED AT THE SPRINGLINE

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OF THE PIPE, INCLUDING ANY

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NECESSARY SHEATHING:

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[2]

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IN PLANTED OR UNIMPROVED AREAS, USE ON-SITE EXCAVATED MATERIAL FOR

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FINAL BACKFILL. COMPACT TO 95% PER ASTM D-1557. IN PAVED AREAS,

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OBTAIN ENGINEER APROVAL OF ON-SITE EXCAVATED MATERIALS FOR USE AS

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FINAL BACKFILL.

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[3]

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[4]

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[5]

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SHAPE BEDDING BY HAND

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TO FIT BOTTOM OF PIPE; INSTALL

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PIPE ON STABLE BEDDING WITH UNIFORM BEARING

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UNDER FULL LENGTH OF PIPE BARREL.

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PROVIDE WARNING TAPE NO LESS THAN 12" ABOVE PIPE

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%%UNOTES:

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[1]

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WATER UTILITIES SHALL BE BED IN

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CLEAN SAND. SEWER/DRAIN

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UTILITIES SHALL BE BED IN

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3/4" CRUSHED STONE

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6"

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MIN.

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MIN.

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6"

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CONCRETE ANCHOR

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NO. 4 REBAR STRAP (2 REQ'D.)

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WATER MAIN

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NOT TO SCALE

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GATE VALVE

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FINISH PAVEMENT

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IN PAVED AREAS, 24" DIA.

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P.C. CONCRETE COLLAR 6" THICK

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SET LID AND CONCRETE COLLAR 1/4" TO 1/2" BELOW

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GRADE IN PAVEMENT OR OTHER AREAS TO BE PLOWED.

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SET LID 3" ABOVE FINISH GRADE ELSEWHERE

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CAST-IRON LID MARKED "WATER"

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A.W.W.A. C509 RESILIENT

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SEAT GATE VALVE

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TYLER 6855 SERIES TWO-PIECE

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SLIDE-TYPE CAST-IRON VALVE BOX

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VALVE BOX SHALL BE CENTERED

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AND PLUMB OVER OPERATING NUT

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THRUST BLOCK SCHEDULE

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B/3 MIN.

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%%uTEE PLUGGED

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DIMENSION FOR THRUST BLOCKING

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PRESSURES ENCOUNTERED.

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3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.

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1. THIS TABLE IS BASED ON 200 P.S.I. MAIN PRESSURE AND 2000 P.S.F. SOIL-BEARING

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PRESSURE. ADJUST BEARING AREAS IN ACCORDANCE WITH SOIL CONDITIONS AND

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2. USE VISQUEEN BARRIER BETWEEN PIPE AND CONCRETE AS SHOWN IN DETAIL ABOVE.

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4. BLOCKING SIZE/FREQUENCY SHALL BE INCREASED IF REQUIRED BY ENGINEER.

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%%uTEE

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UNDISTURBED EARTH

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SIZES

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FITTING

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TEES & PLUGS

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A

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B

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90%%d BENDS

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A

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B

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VISQUEEN BARRIER

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BETWEEN PIPE & CONC.

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22 1/2%%d BENDS

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45%%d BENDS & "Y's"

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A

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B

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A

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B

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%%uBEND

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PLUG

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A

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B

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%%uNOTE:

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NOT TO SCALE

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2'-3"

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3'-8"

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3'-3"

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2'-10"

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2'-0"

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1'-9"

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8"

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12"

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10"

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6"

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4"

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14"

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1'-6"

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2'-9"

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2'-3"

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1'-0"

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1'-6"

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3'-0"

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2'-0"

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3'-0"

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2'-6"

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2'-0"

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1'-6"

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3'-5"

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3'-6"

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2'-9"

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2'-3"

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2'-0"

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1'-6"

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4'-0"

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1'-3"

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1'-6"

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2'-0"

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1'-5"

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0'-6"

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2'-3"

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1'-8"

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2'-4"

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1'-6"

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0'-6"

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2'-4"

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1'-10"

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1'-8"

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2'-6"

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2'-3"

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1'-3"

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1'-3"

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3'-6"

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1'-0"

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2'-0"

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1'-3"

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1'-0"

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1'-0"

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2'-0"

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FOR TEE PROVIDE

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THRUST BLOCKING

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FOR BRANCH SIZE.

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3/4" EXTERIOR PLY. 12" SQUARE

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MIN. FOR 12" & SMALLER. (MUST

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BE GREATER THAN OR EQUAL TO

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PIPE DIAMETER.)

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1 3/4"

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6'-0"

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6"

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2 1/2"

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4 1/2"

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TYPE 5403 BY SUPERIOR

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CONCRETE CO. OR EQUAL

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ISOMETRIC VIEW

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PRECAST CONCRETE WHEEL STOP

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NOT TO SCALE

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HOLES FOR 5/8" DOWELS 1'-0" FROM EACH END

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1/2" CHAMFER

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RECOMMENDED TO BE PINNED ON TOP OF ASPHALT PAVEMENT

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%%uNOTES:

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NOTE [1]

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[1] CONTROL JOINT EVERY 10 FEET, EXPANSION JOINT EVERY 50 FEET.

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95%, TEST PER ASTM D-1557. NOTE [2]

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12

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2

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3/8

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3/4

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UNSUITABLE SUBGRADE - ORDINARY BORROW

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MHD M1.01.0

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MHD M1.03.0 TYPE c

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MHD M1.04.0 TYPE b

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4000 PSI AT 28 DAYS

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MHD M4.02.00

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SUBBASE - GRAVEL BORROW

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BASE - SAND BORROW

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TOP - CEMENT CONCRETE

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OR PARTICLE SIZE (IN.)

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MAXIMUM AGGREGATE

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SPECIFICATION

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MATERIAL

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%%uCOMPACTION REQUIREMENT

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SUBGRADE

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4" UNTREATED SUBBASE

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4" UNTREATED BASE

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6" CEMENT CONCRETE

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%%uCOURSE THICKNESS

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NOT TO SCALE

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[2] COMPACT TO TEST AVERAGE OF 95%, NO TEST LOWER THAN 93%

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CEMENT CONCRETE PAVEMENT

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1'-0"

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6"

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GRAVEL BASE

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BINDER

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8"

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MIN.

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TOP COURSE

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FINISH

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CROSS SECTION

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CAPE COD BERM

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NOT TO SCALE

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GRADE

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COURSE

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EXTRUDED BITUMINOUS CONCRETE BERM (1/2"± DENSE MIX PER MHD M3.11.03) COMPACTED FILLCOMPACTED FILL

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EXISTING CRUSHED STONE

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EXISTING SUBGRADE

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CRUSHED STONE FINISH GRADE VARIES (49.25 MIN.)

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NOT TO SCALE

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FOR INFILTRATION

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FINISHED STREET GRADE

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TAPPING SLEEVE

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STEEL SLEEVES

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VALVE BOX AND COVER

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ACCESS TUBE

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MASONRY RING

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EDGESTONE

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SIDEWALK

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PROPERTY LINE

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EXISTING WATER MAIN

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1. CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT WILL BEAR ON UNDISTURBED EARTH 2. USE RESTRAINED JOINT FITTINGS OR TIE RODS WHERE USE RESTRAINED JOINT FITTINGS OR TIE RODS WHERE CONCRETE THRUST BLOCK IS UNACCEPTABLE

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4"-12" DUCTILE IRON PIPE

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NOT TO SCALE

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TAPPING SLEEVE AND VALVE

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[7] ALL UTILITY CROSSINGS SHALL BE BACKFILLED WITH 3/4" CRUSHED STONE FROM THE

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TOP OF PIPE TO MID-LINE OF EXISTING UTILITY

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FINISHED GRADE

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4" PVC TO CENTER OF CRUSHED STONE

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4" X 4" ELBOW

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4" PVC

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PREFABRICATED DOWNSPOUT BOOT

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4"

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3" DOWNSPOUT

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%%uNOTES:

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ROOF DRAIN CONNECTION

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NOT TO SCALE

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1. COORDINATE ALL ROOF DRAIN DOWNSPOUTS WITH ARCHITECTURAL DRAWINGS.

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PVC ELBOW

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BUILDING FACADE

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DOWNSPOUT WALL BRACKET

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DOWNSPOUT OVERFLOW TEE

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(OPTIONAL)

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SPLASH PAD

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4" PERFORATED PVC PIPE WRAPPED IN MIRAFI GEOTEXTILE FABRIC

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24" CRUSHED STONE SURFACE

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COMPACTED SUBGRADE

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COMPACTED CRUSHED STONE

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NOT TO SCALE

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6" CRUSHED STONE

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ELEV.=47.25

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CAST IRON EJIW 1573A CLEANOUT COVER PART #00157323

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4" DIA. PIPE

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CEMENT CONCRETE COLLAR

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END CAP

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PIPE INCREASER (IF REQUIRED)

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FINISHED GRADE

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CLEANOUT

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NOT TO SCALE

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EJIW 1573Z CLEANOUT FRAME PART #00157311

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DATE OF ENDORSEMENT

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0.5

0.4

0.4

0.4

0.2

0.7

0.6

0.6

0.4

0.5

1.1

1.2

1.1

1.0

0.9

1.0

2.1

1.6

1.3

1.1

0.9

0.9

1.2

1.5

1.9

1.8

1.4

1.2

1.0

0.9

1.2

1.2

1.5

1.8

1.9

1.5

1.3

1.2

1.0

0.8

0.6

0.5

0.4

0.3

0.3

0.2

0.1

1.2

1.2

1.5

1.7

1.9

2.0

1.9

1.7

1.5

1.3

1.1

0.9

0.8

0.6

0.5

0.4

0.3

0.3

0.2

0.2

1.2

1.4

1.6

1.7

1.7

1.7

1.6

1.4

1.2

1.0

0.9

0.7

0.6

0.5

0.4

0.3

0.3

0.2

0.2

0.8

0.9

1.1

1.3

1.4

1.5

1.4

1.3

1.3

1.2

1.1

1.0

0.8

0.7

0.5

0.5

0.4

0.3

0.2

0.2

0.2

0.8

0.9

1.1

1.2

1.2

1.2

1.1

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.3

0.2

0.2

0.1

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.0

1.0

0.9

0.8

0.8

0.7

0.7

0.6

0.5

0.4

0.4

0.3

0.2

0.2

0.2

0.1

0.4

0.5

0.5

0.6

0.7

0.8

0.8

0.8

0.8

0.7

0.7

0.6

0.6

0.5

0.5

0.4

0.4

0.3

0.3

0.2

0.2

0.1

0.1

0.3

0.3

0.4

0.4

0.5

0.6

0.6

0.7

0.6

0.6

0.5

0.5

0.5

0.4

0.4

0.4

0.4

0.3

0.3

0.2

0.2

0.2

0.1

0.1

0.2

0.2

0.2

0.3

0.3

0.4

0.4

0.5

0.5

0.5

0.5

0.5

0.4

0.4

0.3

0.3

0.3

0.3

0.3

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.3

0.3

0.3

0.4

0.4

0.4

0.4

0.3

0.3

0.3

0.2

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.3

0.3

0.3

0.3

0.3

0.3

0.2

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

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0.0

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0.0

0.0

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0.0

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0.0

0.0

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0.0

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0.0

0.0

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0.0

0.0

0.0

0.0

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0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

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5.7

Plan ViewScale - 1" = 10ft

DISCLAIMER:

-THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES ONLYAND ARE NOT INTENDED FOR CONSTRUCTION. VALUESREPRESENTED ARE AN APPROXIMATION GENERATEDFROM MANUFACTURERS PHOTOMETRIC IN-HOUSE ORINDEPENDANT LAB TEST WITH DATA SUPPLIED BY LAMPMANUFACTURERS.

NOTES:

-REFLECTANCES ASSUMED:SURFACE: 50

- MOUNTING HEIGHTS: 20'-0" AFG- WP-1 @ 9'-0" AFG

- TASK HEIGHT: AT FINISHED GRADE- CALCULATION POINT SPACING: 5'X5' OC

- EXTERIOR CALCULATION

SYMBOL LABEL QUANTITY MANUFACTURER CATALOG NUMBER DESCRIPTION LAMP # OFLAMPS LUMENS PER LAMP LLF WATTAGE

AL-11 Lithonia Lighting DSX0 LED P3 40K T4M MVOLT - SINGLE HEAD MOUNTED @ 90° DSX0 LED P3 40K T4M MVOLT LED 1 7675 0.9 71

WP-12 Lithonia Lighting WDGE1 LED P1 40K 80CRI VW WDGE1 LED WITH P1 - PERFORMANCE

PACKAGE, 4000K, 80CRI, VISUAL COMFORTWIDE OPTIC

1 1229 0.9 10.0002

Che

rry S

t. Fi

sh M

arke

t01

-28-

2020

DesignerRobert J. LindstromDate12/5/2019ScaleNot to ScaleDrawing No.

Summary

1 of 1

DESCRIPTION SYMBOL AVG. MAX MIN. MAX/MIN AVG/MIN

Outer Perimeter 0.1 fc 5.7 fc 0.0 fc N/A N/A

Parking Lot 0.3 fc 2.2 fc 0.0 fc N/A N/A

PERMIT SITE PLAN SET...picnic. table. planted area. inside stone. block wall. conc. ret. wall. stone blocks. stone blocks. stone. blocks. ... see architect's plans for new locations.

Documents