HomeMy WebLinkAboutSP-18-30 - Plans - Record - 0325 Dorset StreetEngineer:
TRUDELL CONSULTING ENGINEERS (TCE)
478 BLAIR PARK ROAD
WILLISTON, VT 05495
(802) 879-6331
Owner/Applicant:
MITCHWARTZ PROPERTIES, LLC
321 DORSET STREET
BURLINGTON, VT 05403
(802) 660-8808
Architect:
G4 DESIGN STUDIOS
77 COLLEGE STREET, STE 2A
BURLINGTON, VT 05401
(802) 497-0895
PROJECT DESCRIPTION:
THIS PROJECT CONSISTS OF DEMOLISHING TWO EXISTING STRUCTURES ON THIS SITE AND CONSTRUCTING A 2-STORY BUILDING
WITH MEDICAL OFFICE SPACE ON THE FIRST FLOOR AND SIX (6) ONE BEDROOM RESIDENTIAL UNITS ON THE SECOND FLOOR. THE
BASEMENT LEVEL WILL CONSIST OF OFFICES AND STORAGE AREAS FOR BOTH THE COMMERCIAL AND RESIDENTIAL USES. THE
PROJECT ALSO INCLUDES THE CONSTRUCTION OF ASSOCIATED SITE IMPROVEMENTS SUCH AS PARKING AND LANDSCAPING.
THIS SET IS NOT INTENDED TO BE A FINAL CONSTRUCTION SET. AN ADDITIONAL ROUND OF SITE PLAN REVISIONS MUST
TAKE PLACE AFTER FINAL COORDINATION WITH ARCHITECT, STRUCTURAL/GEOTECHNICAL ENGINEER, UTILITY
COMPANIES AND PUBLIC WORKS.
THERE ARE MANY EXISTING UTILITIES WITHIN THE PROJECT AREA. TCE HAS UTILIZED FIELD INFORMATION, AS-BUILT
DRAWINGS AND DIG SAFE TO DEPICT EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY, FINAL
FIELD VERIFICATION AND CONSTRCUTION COORDINATION WITH UTILITY COMPANIES AND PUBLIC WORKS.
CONTRACTOR TO REPORT ANY DISCREPANCIES TO ENGINEER FOR CONSULTATION.
PERMITTING SET
(NOT FOR CONSTRUCTION)
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
TRUDELL CONSULTING ENGINEERS
TCE PROJECT NO: 17-119
08/23/2018 ISSUED FOR PERMITTINGLAST REVISED:
USE AND INTERPRETATION OF THE DRAWINGS
BEFORE USING THESE PLANS ENSURE THAT YOU HAVE THE LATEST REVISION
1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or
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as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including,
but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans,
private and public utilities, and other pertinent permits for construction.
3. Owner and Architect are responsible for final design and location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and
FRSLHVWKHUHRIIXUQLVKHGE\7&(DUHLWVH[FOXVLYHSURSHUW\¬&KDQJHVWRWKHGUDZLQJVPD\RQO\EHPDGHE\7&(,I
errors or omissions are discovered, they shall be brought to the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains the most current revisions. If unsure, please contact TCE.
TAX ID: (321) 0570-00321 (325) 0570-000325
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
No. 8917
CIVILJENNIFER ANN DESA
UT
E
LSSTA TE O F VER
M
ONTPROF
ESSIONA L E N G INEERLICE N S E D
Sheet List Table
Sheet Number Sheet Title
--COVER
C1-00 LEGEND AND NOTES
C1-01 BOUNDARY PLAT
C1-02 EXISTING CONDITIONS
C1-03 DEMOLITION PLAN
C2-01 OVERALL SITE PLAN
C2-02 SITE PLAN
L1-01 LANDSCAPE PLAN
L2-01 LIGHTING PLAN
C8-01 SITE DETAILS
C8-02 SANITARY DETAILS
C8-03 WATER DETAILS
C8-04 EROSION DETAILS
C8-05 EPSC LOW RISK SHEET 1
C8-06 EPSC LOW RISK SHEET 2
----LEGEND
PROPOSEDEXISTING
STREAM
TRAIL
PROPERTY LINE
EASEMENTS
SETBACKS
WETLAND LIMIT
FENCE
TREE LINE
CLEANOUT (CO)
CATCH BASIN (CB)
GUARD RAIL
VALVE
CURB STOP (CS)
FIRE HYDRANT (HYD)
WATER SUPPLY WELL
END CAP
BLOWOFF
UTILITY POLE
LUMINAIRE
BOLLARD LIGHT
IRON PIPE
STEEL REBAR
IRON PIN (IP)
CALCULATED POINT
SOIL BORING
BENCHMARK
CONCRETE MONUMENT
STONEWALL
OVERHEAD POWER
UNDERGROUND POWER
OVERHEAD TELEPHONE
SEWER FORCEMAIN
STORM DRAINAGE
CURTAIN DRAIN
UNDERDRAIN
ROOF DRAIN
FOOTING DRAIN
REMOVED/ABANDONED
W
CABLE TELEVISION
FIBER OPTIC
PAVED DRIVE OR ROAD
GRAVEL DRIVE OR ROAD
TOPOGRAPHIC CONTOURS
SITE
UTILITIES
SURVEY
LINE SYMBOL
PROPOSEDEXISTING REMOVED/ABANDONED
UTILITIES
FIELD
SURVEY
OBSERVATION WELL
PERCOLATION TEST
SOIL TEST PIT
TO BE SETFOUND SET
RECORD DRAWING REQUIREMENTS:
1)A CLEAN SET OF UP TO DATE RECORD DRAWINGS IS TO BE AVAILABLE FOR REVIEW ON SITE AT ALL TIMES. FOR JOBS LASTING MORE THAN 4
WEEKS A REVIEW OF THE RECORD DRAWINGS WILL BE DONE BY THE ENGINEER EVERY 2 WEEKS AND COMMENTS OR DEFICIENCIES MAY BE
PROVIDED.
2)TIES TO ALL BENDS, VALVES, JOINTS, CONNECTIONS AND DESIGN FEATURES SHALL BE PROVIDED. TIES SHALL BE PULLED FROM EASILY
LOCATABLE PERMANENT ABOVE GROUND FEATURES THAT ARE VISIBLE YEAR AROUND SUCH AS BUILDING CORNERS, HYDRANTS, SEWER AND
STORM DRAIN COVERS THAT WILL BE CLEARED IN WINTER, UTILITY POLES, ETC. REFRAIN FROM PROVIDING TIES WITH ACUTE ANGLES. TIES
SHOULD BE PULLED AT ANGLES AS CLOSE TO 90 DEGREES AS POSSIBLE. TIES WITH ANGLES TOO ACUTE MAY BE REJECTED.
3)RECORD INFORMATION NEEDS TO BE PROVIDED ON THE APPROPRIATE DESIGN PLANS ON A WEEKLY BASIS. RECORD INFORMATION
REGARDING TCE DESIGN ITEMS PLACED ON INAPPROPRIATE DESIGN PLANS WILL NOT BE ACCEPTED.
4)TCE WILL ACCEPT ELECTRONIC RECORD COORDINATE INFORMATION, REFERENCED TO THE PROJECT DATUM. ELECTRONIC DATA SHALL BE
COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG).
5)IF ENGINEERING SERVICES FOR BI-WEEKLY REVIEW OF RECORD INFORMATION HAVE NOT BEEN OBTAINED FOR THE PROJECT ALL RECORD
INFORMATION FOR TCE DESIGN ITEMS SHALL BE PROVIDED TO TCE WITHIN 7 BUSINESS DAYS OF THE COMPLETION OF THE WORK.
6)PLANS SUBMITTED AT THE END OF THE PROJECT SHALL BE REVIEWED FOR COMPLETENESS. ALL REQUIREMENTS LISTED ABOVE APPLY.
7)IF DESIGN FEATURES WERE INSTALLED EXACTLY PER THE DESIGN PLANS TIES TO THE FEATURE ARE STILL REQUIRED TO BE PROVIDED BY THE
CONTRACTOR FOR THE OWNERS USE. ANY FEATURE NOT INDICATED AS DIFFERENT IN RED WILL BE CONSIDERED TO BE EXACTLY PER DESIGN.
8)RECORD INFORMATION SHALL INCLUDE BOTH VERTICAL AND HORIZONTAL LOCATIONS. THIS INCLUDES BUT IS NOT LIMITED TO FINISHED FLOOR
ELEVATIONS, RIMS AND INVERTS OF STRUCTURES AND PIPING, INVERTS AT CROSSINGS, ETC.
9)ANY UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THE PLANS SHALL BE ADDED TO THE PLANS WITH APPROPRIATE TIES.
10)TIES SHALL INCLUDE ALL UTILITIES INSTALLED BY CONTRACTOR WHICH INCLUDE BUT ARE NOT LIMITED TO SEWER, WATER, STORM, ELECTRIC,
CABLE, TELEPHONE, GAS, ETC.
11)RECORD DRAWINGS SHALL BE SUPPLIED ON BOTH HARD COPY AND ELECTRONIC DATA. ELECTRONIC DATA SHALL BE COMPUTER-AIDED
DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG).
12)THE CONTRACTOR SHALL SUBMIT ON A WEEKLY BASIS PROJECT PHOTOGRAPHS. THE INFORMATION WILL BE SUBMITTED TO THE ENGINEER IN
ELECTRONIC FORMAT WITH EACH PICTURE BEING LABELED BY DATE, LOCATION AND ACTIVITY. AT A MINIMUM THE CONTRACTOR WILL SUBMIT
PICTURES OF ALL THRUST BLOCKS, CONNECTIONS TO EXISTING FACILITIES AND STRUCTURES BEFORE AND AFTER BACKFILL. PROVIDE AUXILIARY
LIGHTING AS REQUIRED TO PRODUCE CLEAR, WELL-LIT PHOTOGRAPHS WITHOUT OBSCURING SHADOWS. THE CONTRACTOR SHALL MAINTAIN
ONE CHECK SET OF PHOTOGRAPHS AT THE SITE FOR REFERENCE. UPON REQUEST THE CONTRACTOR SHALL PROVIDE PICTURES OF VARIOUS
AREAS DEEMED NECESSARY BY THE ENGINEER OR OWNER.
13)CERTIFICATIONS BY THE ENGINEER AND SUCCESSFUL TEST RESULTS DO NOT RELIEVE THE CONTRACTOR OF FULL COMPLIANCE WITH THE
DESIGN PLANS, SPECIFICATIONS AND PERMITS SHOULD A DEFICIENCY BE DISCOVERED AFTER SAID CERTIFICATION OR TESTING.
PROJECT AREA
PHASE LIMIT
SOIL STOCK PILE
BARRIER TAPE
SILT FENCE
STABILIZED CONSTRUCTION
ENTRANCE
STONE CHECK DAM
TEMPORARY VEGETATED DIVERSION SWALE
FIBER ROLL
INLET PROTECTION
SEDIMENT TRAP
SPECIAL NOTE:
FOR CLARITY, ALL ORIGINAL COLOR SHEETS
MUST BE REPRODUCED IN COLOR
CONSTRUCTION PHASE:
LISTED BELOW IS A BRIEF SUMMARY OF CONSTRUCTION PHASE REQUIREMENTS. THIS LIST IS NOT INTENDED TO BE ALL-INCLUSIVE. CONSTRUCTION SPECIFICATIONS, PERMIT REQUIREMENTS AND SUBSEQUENT CONTRACTUAL
AGREEMENTS FROM PARTIES INVOLVED SHALL PREVAIL.
PRE-CONSTRUCTION
x OWNER TO ESTABLISH SCOPE OF SERVICES WITH PROJECT ENGINEER(S)
x OWNER TO IDENTIFY WORK SCOPE AND SCHEDULE
x UPON OWNER REQUEST, ENGINEER WILL ASSIST WITH CONTRACTOR BID AND SELECTION PROCESS
x ENGINEER TO FINALIZE PLANS FOR CONSTRUCTION READINESS INCLUDING SPECIFICATIONS
x MEETING BETWEEN OWNER, ENGINEER(S), CONTRACTOR(S), ARCHITECT(S), REGULATORY AUTHORITIES AND OTHER PERTINENT PARTIES TO REVIEW AND DISCUSS THE WORK
x CONTRACTOR TO CALL DIG SAFE FOR MARKINGS
PRE-CONSTRUCTION MEETING
x CONTRACTOR TO IDENTIFY SUPERINTENDENT WITH AUTHORITY TO MAKE DECISIONS
x CONTRACTOR TO IDENTIFY SUBCONTRACTORS
x CONTRACTOR TO ESTABLISH SCHEDULE
x CONTRACTOR TO DESIGNATE RESPONSIBLE PERSONNEL
x CONTRACTOR TO CONFIRM PROCEDURE FOR RFI'S, CHANGE ORDERS, EXTRAS AND PAY REQUESTS
x CONTRACTOR TO SUBMIT SHOP DRAWINGS
x CONTRACTOR TO OUTLINE SAFETY, SECURITY, AND WORKING HOURS
x CONTRACTOR OR OWNER TO IDENTIFY TESTING COMPANY
CONSTRUCTION PHASE
x INITIAL CONTROL SUPPLIED BY OWNER AND CONTRACTOR RESPONSIBLE FOR LAYOUT
x PROJECT ENGINEER TO ESTABLISH BENCHMARK AND IN SOME CASES INITIAL SITE LAYOUT
x DISCUSS RESTRICTIONS SUCH AS, BUT NOT LIMITED TO, WETLANDS OR TREE LINE
x REVIEW EXISTING AND REQUIRED PERMITS
x DIGSAFE AND PERMIT NUMBER
x ADDITIONAL UNDERGROUND LAYOUT BY PRIVATE COMPANY
x DISCUSS EROSION CONTROL
x OWNER TO PROVIDE PROJECT ENGINEER TO OBSERVE CONSTRUCTION PERIODICALLY, DURING CRITICAL PHASES AND TESTING
x WEEKLY JOB MEETINGS DURING CONSTRUCTION
x OWNER TO PROVIDE PROJECT ENGINEER TO REVIEW AND DISCUSS PLANS, ANSWER QUESTIONS, RESPOND TO CHANGES, APPROVE SUBMITTALS, AND OTHER BUSINESS COMMON TO CONSTRUCTION SERVICES.
x ENGINEER TO OBSERVE TESTING AND COLLECT RESULTS
x OWNER AND CONTRACTOR TO COMPLY WITH PERMITS
x CONTRACTOR CERTIFICATION (PROVIDED BY CONTRACTOR)
x PICTURE AND RECORD DRAWINGS (PROVIDED BY CONTRACTOR)
Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
PAVED DRIVE OR ROAD
WITH CURB
SEWER MAINS
AND SERVICES
WATER MAINS
AND SERVICES
LIQUID PROPANE
OR NATURAL GAS
UNDERGROUND
TELEPHONE
OVERHEAD POWER &
TELEPHONE
UNDERGROUND POWER &
TELEPHONE
OVERHEAD POWER,
TELEPHONE & CABLE
UNDERGROUND POWER,
TELEPHONE & CABLE
MARBLE OR STONE
MONUMENT
TCE CONTROL POINT
MAG NAIL
TCE CONTROL POINT
STEEL REBAR
MTC OR
TRANSFORMER
OUTLET OR
END SECTION
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CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER:
1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC.
2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE
EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN
ENGINEER.
3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF
68&+$1$785($672(67$%/,6+7+$7$1<´7(&+1,&$/'$7$µ21:+,&+&2175$&7255(/,(',60$7(5,$//<,1$&&85$7( 25 ,62)68&+$1$785($6725(48,5($&+$1*(,17+(3/$16&2175$&7
DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY
ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE
THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT
SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL
PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS.
4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE
CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.) FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND
REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY.
5.',*6$)( ,1$&&25'$1&(:,7+9(5021767$7(/$: 96$7,7/(&+$37(5$1'36%58/( 7+(&2175$&7256+$//%(5(63216,%/(72&217$&7',*6$)(6<67(06,1&´',*6$)(µ$7/($67+2856
EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM.
6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE
GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES
NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS
REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN
CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL
BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY
INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY .
7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE
OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO
INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH
REQUIREMENTS.
8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK
AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR
CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR,
SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK
NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR
FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES.
9.UTILITIES SHOWN ARE APPROXIMATE AND DO NOT NECESSARILY REPRESENT ALL UTILITIES LOCATED ON OR ADJACENT TO THE AREA SURVEYED. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
10.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN ARE TO BE REMOVED OR PROPERLY ABANDONED AS INDICATED ON THE PLANS.
11.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT.
12.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.
13.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.
14.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.
15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES .
16.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS, LOCAL PUBLIC WORKS STANDARDS AND
ALL CONSTRUCTION SAFETY REGULATIONS.
17.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
18.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM(S) IN QUESTION.
19.ALL SYSTEM COMPONENTS (TANKS, PIPES, JOINTS) SHALL BE WATERTIGHT.
20.IF CONTRACTOR IS TO ADJUST ANY POTABLE WATER LINE CROSSINGS THEY SHALL CONSULT WITH ENGINEER TO MEET REQUIREMENTS SHOWN ON THE DETAIL SHEET "WATER/SEWER CROSSING" DETAIL.
21.SEWER LATERAL CONNECTIONS ARE SOMETIMES NOT SHOWN FOR CLARITY. CONTRACTOR TO CONSULT WITH ENGINEER AND SUPPLY BENDS, CLEANOUTS, ETC. AS NECESSARY TO FACILITATE PROPER CONNECTION
BETWEEN FOUNDATION WALL AND SEWER MAIN LINE.
22.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL RELEVANT PARTIES (INCLUDING, BUT NOT LIMITED TO OWNER, ARCHITECT AND UTILITY COMPANIES) TO DETERMINE FINAL LAYOUT AND DESIGN.
23.DESIGN AND CONSTRUCTION OF PEDESTRIAN WALKS, RAMPS AND DECKS BETWEEN BUILDINGS AND PARKING LOTS IS PROVIDED BY THE ARCHITECT AND INCORPORATED INTO THE BUILDING DESIGN, UNLESS INDICATED
OTHERWISE.
24.ALL CURB STOP VALVES TO BE INSTALLED WITH ACCESS COVER AT FINISHED GRADE.
25.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE.
26.ROOF DOWNSPOUT CAN CONNECT TO ROOF DRAIN MANIFOLD (RD) AS DETERMINED BY ARCHITECT AND OWNER. THIS CONNECTION PIPE IS INCLUDED AS PART OF THE DESIGN PLAN BUT NOT SHOWN TO ALLOW
FLEXIBILITY IN LOCATION AS NEEDED.
27.THRUST BLOCKS FOR PRESSURE LINES ARE NOT SHOWN FOR CLARITY PURPOSES. PROVIDE THRUST BLOCKS AT ALL BENDS, TEE AND REDUCES. PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL.
28.WATER MAIN OPERATED AT HIGH PRESSURE. ALL BUILDINGS SHALL CONFIRM STATIC INTAKE PRESSURE AND PROVIDE PRESSURE-REDUCING VALVES AS DEEMED APPROPRIATE BY THE MECHANICAL ENGINEER (OR
ARCHITECT.)
29.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER.
30.FOOTING DRAINS AROUND BUILDING MAY BE SHOWN BY OTHERS (BECAUSE IT IS WITHIN THE 5' ZONE AROUND BUILDING). FOOTING DRAINS AND PIPE TO DAYLIGHT SHALL BE INCLUDED EVEN IF NOT SHOWN. DAYLIGHT
PIPE LOCATION TO SWALE MAY NOT BE CRITICAL SO LONG AS IT DOES NOT CREATE ANY CONFLICT WITH OTHER UTILITIES, OR IMPACT ENVIRONMENTALLY SENSITIVE AREAS SUCH AS WETLANDS.
31.SEWER CONNECTIONS TO EXISTING MANHOLES SHALL INCLUDE WATERTIGHT CONNECTIONS, REFORMING INVERT TO PROVIDE SMOOTH FLOW STREAM AND TESTING TO ENSURE STRUCTURE IS WATERTIGHT. IF AN
EXISTING MANHOLE IS FOUND NOT TO BE WATERTIGHT IT SHALL BE EXPOSED AND REPAIRED ON THE OUTSIDE. PRIOR TO CONNECTING TO EXISTING MANHOLES, SUBMIT SHOP DRAWINGS ON CORE LOCATION, ANY
REQUIRED PIPING (FOR DROP MANHOLES) AND CHANGES TO INVERT FORM.
32.FINAL RIMS OF SEWER MANHOLES AND WATER VALVES SHALL BE CONFIRMED AND COORDINATED WITH FINAL SITE GRADING. MINOR ADJUSTMENTS FROM DESIGN GRADES MAY BE REQUIRED BY OWNER OR ENGINEER
AND SHALL BE INCLUDED.
33.ROCK REMOVAL WORK FOR BOULDERS UNDER 2.5 CUBIC YARDS IS INCLUDED AS PART OF EXCAVATION. ANY ROCK REMOVAL FOR 2.5 CUBIC YARDS OR GREATER SHALL BE TREATED AS LEDGE REMOVAL. THIS SHOULD
BE REVIEWED AND AGREED UPON BY OWNER PRIOR TO CONDUCTING ROCK REMOVAL.
34.THE GENERAL CONTRACTOR IS REQUIRED TO CONFORM TO THE STRICTEST INTERPRETATION OF THE CONTRACT DRAWING, SPECIFICATION, PERMITS AND CONSTRUCTION CONTRACT . ALL EARTH MATERIAL RECEIVED OR
DISPOSED FROM OUTSIDE SOURCES SHALL COMPLY WITH APPLICABLE PERMITS AND REGULATIONS. SHOP DRAWING SUBMITTALS SHALL INCLUDE CONTRACTOR'S CERTIFICATION STATEMENT OF COMPLIANCE AND
COPIES OF RELEVANT PERMITS FOR OUTSIDE SOURCES.
35.CONTRACTOR SHALL PAY FOR ALL REQUIRED TESTING. THIS SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL TESTING, COMPACTION TESTING, SIEVE ANALYSIS, CONCRETE TESTING, ASPHALT PENETRATION TESTING,
BACTERIOLOGICAL TESTING FOR WATER AND OTHER TESTING AS PART OF STANDARD PRACTICE FOR A CONSTRUCTION PROJECT OF THIS NATURE, UNLESS INDICATED OTHERWISE AND APPROVED BY THE OWNER.
LEGEND NOTE:
SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS
LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER
INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND. IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY.
ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON EROSION CONTROL PLANS AND SOME SURVEY PLATS.
EPSC LEGEND
(321) 0570-00321
(325) 0570-000325
SEWER, STORM OR TELEPHONE MANHOLE
(SMH/STMH/TMH)
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
ADJOINING PROPERTY LINE
WELL CONE /
WASTEWATER CONE OF INFLUENCE
SIGN
SITE
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
C1-00
N/A
17-119
RMP
JAD
JPP
348
Legend and Notes
06/01/2018
S
S
S
SXXX DDDDDDDDDSSSSSSG
D
D
D
HOUSE
HOUSE
(OFFICE
BUILDING)
GARAGE
GARAGE
325 DORSET
STREET
321 DORSET
STREET
SIGN
BROOKWOOD
D
R
I
V
E DORSET STREETCONCRETE
D
2 BROOKWOOD DR.
G
CLASS II
WETLAND
50' C
LASS
I
IWET
LAND
BUFFER1
:70.00'1
:21.82'1
:49.45'1
(
105.14'6
(71.06'69.94'6
:
106.22'
6
:
105.61'SSS
W
W
W
W
W
W
W
W
WWWWW WWWWWWWWWWUG
UG
UG TTTTTTTTT
TTTUGUGUGUGUGUGUGUGUGUGT
T
T
T TTUGUGUGUGUGUGUGTTTG
G
G
G6
(SIGN
0
Feet
Graphic Scale
20 20 40 60 80
VT GridMagneticPROJECT LOCATION
C1-01
2/20/2018
This plat was created using pigment based ink on stable mediaDescriptionRevisions ByDate#
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM
TRUDELL CONSULTING ENGINEERS
Date:
Scale:
Drawn By:Crd file:
Sheet:Surveyed By:STA TE OF VER
M
ONT
LAND
S U R V EYORLAND
S U R V EYORLICE N S E DLICENSED
MARK
A.
DAY
No. 732STATE O F VER
M
ONT
THIS PLAT IS BASED ON A FIELD SURVEY WHICH MEETS OR EXCEEDS THE MINIMUM
STANDARDS AS SET FORTH BY THE VERMONT BOARD OF LAND SURVEYORS. FIELD
EVIDENCE, PERTINENT RECORD INFORMATION, AND PAROLE EVIDENCE WAS USED
IN THE CALCULATION AND DETERMINATION OF THE BOUNDARIES SHOWN ON THIS
PLAT. ANY INCONSISTENCIES ARE SHOWN HEREON TO THE BEST OF MY
KNOWLEDGE. THIS PLAT MEETS THE REQUIREMENTS OF 27 VSA 1403.
¬
MARK A. DAY, L.S. #732 DATE
Field Bk:
Project #:
1 08/08/18 JADPer Town Comments
LEGEND
NOTES:
1.THIS PLAT IS BASED ON DEEDS RESEARCHED IN THE CITY OF SOUTH
BURLINGTON LAND RECORDS AND FEATURES LOCATED IN THE FIELD WITH A
TOTAL STATION ON 12/6/17.
2.BEARINGS ARE BASED ON VERMONT STATE PLANE GRID NORTH ESTABLISHED
WITH GPS RTK OBSERVATIONS FROM VERMONT CORS STATION VTRI.
3.THESE PARCELS WERE CONVEYED TO DR. MITCHELL SCHWARTZ IN VOLUME
1077 PAGE 285 AND VOLUME 898 PAGE 26.
4.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED
"TRUDELL CONSULTING ENGINEERS, LLS 732".
5.DISTANCES ARE SHOWN TO THE HUNDREDTH OF A FOOT AND BEARINGS ARE
SHOWN TO THE SECOND FOR MATHEMATICAL CLOSURE PURPOSES ONLY.
6.AN ATTEMPT HAS BEEN MADE TO IDENTIFY OR DELINEATE EASEMENTS, RIGHTS
OF WAY, LEASE LANDS, ENCROACHMENTS, ETC. OBSERVED IN THE FIELD OR
READILY FOUND IN THE LAND RECORDS. ADDITIONAL ENCUMBRANCES MAY
EXIST WHICH ARE NOT SHOWN ON THIS PLAT.
7.UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE GROUND
STRUCTURES, PLANS OF RECORD AND MARKINGS PROVIDED BY VERMONT
UNDERGROUND LOCATORS.
17-119JRK
348
17-119.crd
Dr. Mitchell Schwartz
Parcel ID# 0570-00321 & 0570-00325
321 & 325 Dorset Street
So. Burlington, Vermont
Subdivision Plat
CMJ/BGP/BH1" = 20'
PLAT REFERENCES:
1."GLENDALE PARK, SO. BURLINGTON, VERMONT" DATED JANUARY 1953 BY
HOAG & ASSOCIATES, INCORP. AND RECORDED IN SLIDE 13.1.
2."UNIVERSITY MALL, DORSET ST. SO. BURLINGTON, VERMONT" DATED 06/07/93
BY PINKHAM ENGINEERING ASSOCIATES, INC. AND RECORDED IN SLIDE 308.3.
IRON PIPE
STEEL REBAR
IRON PIN (IP)
CALCULATED POINT
PROPERTY LINE
EASEMENTS
SETBACKS
WETLAND LIMIT
FENCE
TREE LINE
CLEANOUT (CO)
CATCH BASIN (CB)
VALVE
CURB STOP (CS)
FIRE HYDRANT (HYD)
UTILITY POLE
LUMINAIRE
STONEWALL
OVERHEAD POWER
UNDERGROUND POWER
STORM DRAINAGE
PAVED DRIVE OR ROAD
GRAVEL DRIVE OR ROAD
PAVED DRIVE OR ROAD
WITH CURB
SEWER MAINS
AND SERVICES
WATER MAINS
AND SERVICES
LIQUID PROPANE
OR NATURAL GAS
MTC OR
TRANSFORMER
SW
G
OHP
X
UP
D
SEWER, STORM OR TELEPHONE MANHOLE
(SMH/STMH/TMH)
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
ADJOINING PROPERTY LINE
SIGN
STEEL REBAR
STEEL REBAR
SOUTH BURLINGTON CITY CLERK'S OFFICE
RECEIVED FOR RECORD
______________________________________A.D. 201_________
at _____________ O'clock ____________ minutes ________ m
and recorded in Slide__________________________________
Attest: _____________________________________ City Clerk
Parcel ID: 0570-00155
LBCMT 2007-C3
Dorset St, LLC
v. 1349 p. 219
map slide 308.3
Parcel ID: 0280-00002
K. & S. H. Dattilio
v. 121 p. 357
map slide 13.1
Parcel ID: 0570-00329
Mitchwartz Properties, LLC
Parcel ID: 0570-00325
Mitchwartz
Properties, LLC
v. 898 p. 26
map slide 13.1
Parcel ID: 0570-00321
Mitchwartz
Properties, LLC
v. 1077 p. 285
map slide 13.1
0.17 ACRES
321 Dorset St.
0.17 ACRES
325 Dorset St.
1 1/4" O.D.
UP 1.0'
1 1/4" O.D., UP 1.3'
LEANING WEST
1 1/4" O.D.
DOWN 0.5'
1 1/4" O.D.
DOWN 0.2'
1 1/4", FLUSH
1 1/4", FLUSH
O.D. 1.25"
UP 0.1'
BOUNDARY TO
BE ELIMINATED
TOTAL NEW AREA
0.34 AC.
8-27-2018
S
S
S
S
S
S
SXXXXX DDDDDDDDDDDDDDDDS
S
SSSSSSSSS
W
W
W
W
W
W
W
G
G G
G
G
D
D
D
D
D
D
DECK/RAMP
PROJECT
BENCHMARK
"X" ON TOP OF
BONET BOLT
ELEV=310.08
SMH LADDER ON
NORTH SIDE OF MH
OHP
&T
&
C
OHP
&T
&
C
UNDER GROUND
POWER CONDUITS
BASEMENT WINDOW
WIRE FENCE
D
D
EDGE OF GRAVEL
PARKING
EDGE OF GRAVEL
PARKING
EDGE OF GRAVEL
PARKING GGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
G G
G G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWW WWWWWWWWW
3/4" WATER SERVICE
3/4" WATER
SERVICE WWWWWWWWWWUNDERGROUND
VAULT
UG
UG
UG
UG
UG
UG
UG TTTTTTTTTTTTTTTTTTTTTTUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGSSSS
S
S
TT
T
T
T
T
T
T
TTT TTTTTUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGTTTTTTTTTTTT TTUG UG
UG
TTTT
APPROX. SEWER
NOT VERIFIED
(SCALED LOCATION)
APPROX. SEWER
NOT VERIFIED
(SCALED LOCATION)
UNDERGROUND
ELECTRIC DUCT VAULT
ENCASED IN CONCRETE
CONTAINS 2 - 6" CONDUITS
1 - 6" CONDUIT EMPTY
UTILITY EASEMENT
7.5' X 15'
V.304 PG 544
309
309
308BUSH
30
8 308308307
3
0
7307307307307
307
307
307307
307
307
307
307
307
307307307306 306306 306306305 305305305 305304 304304303 303303302302301301300300299299
307308
CB
HOUSE (OFFICE BUILDING)
325 DORSET STREET
GARAGE
DECK
PAVED
DRIVE
PAVED
DRIVE
PAVED
DRIVE
CONCRETE
PAD
HVAC
HVAC
HVAC
GAS
GAS
ELEC
MTR
ELEC
MTR
FFE=309.45'X
FFE=310.4'x
SIGN
SIGN
UPLIGHT
UPLIGHT
STEP
PAVERS
CONC. PAD
STEP
PED.
SIGNAL
EMH
LANDSCAPE
LANDSCAPE
LAND
S
C
A
P
E
LANDSCAPE
LANDSCAPE
LANDSCAPELS
TELE
TELE
TV
PAVED DRIVE
TV
GRASS
ISLAND
GV
GV
WV
WV
WV
CS
WV DORSET STREETCONCRETE
HANDICAP
SPACE
225 DORSET STREET
FFE=307.5'
X
PAVED
DRIVE PAVEMENT SIDEWALK50' C
LASS
I
IWET
LAND
BUFFER
HOUSE
321 DORSET STREET
CONC.
PAD CONCRETE SIDEWALKGARAGE
2 BROOKWOOD DR.
CB
R=306.74
CS
6" AC WATER M
A
I
N
8" CLASS 51 DI W
A
T
E
R
M
A
I
N
8" CLASS 51 DI WATER MAIN5.4'
5.5'
9.2'12.15'Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
PROJECT LOCATION
0
Feet
Graphic Scale
10 10 20 30 40
VT GridMagnetic1 08/08/08 JADPer Town Comments
----(321) 0570-00321
(325) 0570-000325
----EXISTING CONDITIONS NOTES:
1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT PERTINENT EXISTING CONDITIONS AS OF THE
DATE OF SURVEY12-06-17 and 12-07-17.
2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH.
3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 12). A TRIMBLE R6 RTK GPS UNIT WAS EMPLOYED FOR THESE
OBSERVATIONS. VERMONT CORS STATION VTRI (RICHMOND).
4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET).
5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH,
UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A
MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY
EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OF
UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL
1-888-DIG SAFE (344-7233). CONTRACTOR RESPONSIBLE FOR CONSTRUCTION SAFETY AND FIELD VERIFYING
UTILITIES.
6.SEE BOUNDARY SURVEY BY THIS OFFICE ENTITLED "A BOUNDARY SURVEY OF THE PROPERTY OF DR. MITCHELL
SCHWARTZ" DATED 2/20/2018.
7.THE WETLAND BUFFER SHOWN ON THIS PLAN WAS BASED ON A DELINEATION PERFORMED ON 09-27-2017,
ACCORDING TO STANDARDS OF THE 1987 US ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL
$1'7+(1257+($675(*,21$/6833/(0(17¬7+,6'(/,1($7,21:$63(5)250('%<$1'5($'272/22)
TRUDELL CONSULTING ENGINEERS.
LEGEND
CATCH BASIN (CB)
VALVE
CURB STOP (CS)
FIRE HYDRANT (HYD)
UTILITY POLE
LUMINAIRE
BENCHMARK
TCE CONTROL POINT
MAG NAIL
TCE CONTROL POINT
STEEL REBAR
MTC OR
TRANSFORMER
SEWER, STORM OR TELEPHONE MANHOLE
(SMH/STMH/TMH)
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
SIGN
PROPERTY LINE
EASEMENTS
FENCE
TREE LINE
STORM DRAINAGE
PAVED DRIVE OR ROAD
GRAVEL DRIVE OR ROAD
TOPOGRAPHIC CONTOURS
PAVED DRIVE OR ROAD
WITH CURB
SEWER MAINS
AND SERVICES
WATER MAINS
AND SERVICES
OVERHEAD POWER,
TELEPHONE & CABLE SW
X
OHP&T&C
D
ADJOINING PROPERTY LINE
PROJECT INFORMATION:
1.OWNER OF RECORD: MITCHWARTZ PROPERTIES, LLC
321 DORSET STREET
SOUTH BURLINGTON, VT 05403
2.TAX PARCEL ID: 321 325
0570-00321 0570-00325
3.PHYSICAL ADDRESS 321 DORSET STREET
OF PROPERTY:SOUTH BURLINGTON, VT 05403
4.PARCEL SIZE: 321 325
0.17 ACRES 0.17 ACRES
5.ZONING DISTRICT: FBC TS4
307
C1-02
1" = 10'
17-119
BGP/CJ
JAD
JPP
348
Existing Conditions
02/14/2018
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
UNDERGROUND
POWER UG
UNDERGROUND
COMMUNICATION T
LIQUID PROPANE
OR NATURAL GAS G
S
S
S
S
S
S
S
S
S
S
SXXXXXXXXXXXXXXXXXXXXXXXXX DDDDDDDDDDDDDDDS
S
SSSSSSS
W
W
W
W
W
W
G
G G
G
G
D
D
D
D
D
D
DECK/RAMP
PROJECT
BENCHMARK
"X" ON TOP OF
BONET BOLT
ELEV=310.08
SMH LADDER ON
NORTH SIDE OF MH
OHP
&T
&
C
OHP
&T&
C
UNDER GROUND
POWER CONDUITS
BASEMENT WINDOW
WIRE FENCE
D
D
D
EDGE OF GRAVEL
PARKING
EDGE OF GRAVEL
PARKING
EDGE OF GRAVEL
PARKING GGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
G G G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
WWWWWWW WWWWWWWWWW W W W W
3/4" WATER SERVICE
3/4" WATER
SERVICE WWWWWWWWWCUT & CAP EXISTING 3/4" WATER SERVICE
CUT & CAP EXISTING GAS SERVICE
LINE - USE EXTREME CAUTION AND
COORDINATE WITH GREEN MOUNTAIN POWER
UNDERGROUND
VAULT
UG
UG
UG
UG
UG
UG
UG TTTTTTTTTTTTTTTTTTTTTTTTUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGSSSS
S
S
TT
T
T
T
T
T
T
TTT TTTTTUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGTTTTTTTTTTTT TTUG UG
UG
TTTT
APPROX. SEWER
NOT VERIFIED
(SCALED LOCATION)
APPROX. SEWER
NOT VERIFIED
(SCALED LOCATION)
UNDERGROUND
ELECTRIC DUCT VAULT
ENCASED IN CONCRETE
CONTAINS 2 - 6" CONDUITS
1 - 6" CONDUIT EMPTY
EXISTING DRIVEWAY PAVEMENT
TO BE REMOVED AND REPLACED
WITH GRASS. CURB TO BE INSTALLED
EXISTING CURB
TO BE REMOVED
FOR NEW ENTRANCE
UTILITY EASEMENT
7.5' X 15'
V.304 PG 544
309 309308308308308BUSH
30
8 308308307
3
0
7307307307307
307
307
307307
307
307
307
307
307
307307307306
306 306306305
305305 305304 304303 303303302301300300299
299
307308
CB
HOUSE (OFFICE BUILDING)
325 DORSET STREET
GARAGE
DECK
PAVED
DRIVE
PAVED
DRIVE
PAVED
DRIVE
CONCRETE
PAD
HVAC
HVAC
HVAC
GAS
GAS
ELEC
MTR
ELEC
MTR
FFE=309.45'X
FFE=310.4'x
SIGN
SIGN
UPLIGHT
UPLIGHT
STEP
PAVERS
CONC. PAD
STEP
PED.
SIGNAL
EMH
LANDSCAPE
LANDSCAPE
LAND
S
C
A
P
E
LANDSCAPE
LANDSCAPE
LANDSCAPELS
TELE
TELE
TV
PAVED DRIVE
TV
GRASS
ISLAND
GV
GV
WV
WV
WV
CS
WV DORSET STREETCONCRETE
HANDICAP
SPACE
225 DORSET STREET
FFE=307.5'
X
PAVED
DRIVE PAVEMENT SIDEWALK50' CLA
SS
I
IWETLAND
BU
F
FER
HOUSE
321 DORSET STREET
CONC.
PAD CONCRETE SIDEWALKGARAGE
2 BROOKWOOD DR.
CB
R=307.48
CB
R=306.74
CS
6" AC WATER M
A
I
N
8" CLASS 51 DI W
A
T
E
R
M
A
I
N
8" CLASS 51 DI WATER MAIN5.4'
5.5'
9.2'12.15'CUT & CAP
EXISTING GAS SERVICE
CONTRACTOR TO NOTIFY
VERMONT GAS PRIOR TO
COMMENCING WORK
CUT & CAP EXISTING
3/4" WATER SERVICE
CHAMPLAIN WATER
DISTRICT (CWD) PRIOR TO
COMMENCING WORK
CUT & CAP
EXISTING SEWER
CUT & CAP
EXISTING SEWER
CHAIN LINK CONSTRUCTION
FENCE WITH GATED
ENTRANCE TO BE INSTALLED
PRIOR TO COMMENCEMENT
OF CONSTRUCTION PER DETAIL,
CONTRACTOR RESPONSIBLE FOR
MAINTAINING SITE SAFETY DURING
CONSTRUCTION
Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
0
Feet
Graphic Scale
10 10 20 30 40
VT GridMagnetic1 08/08/18 JADPer Town Comments
----(321) 0570-00321
(325) 0570-000325
----C1-03
1" = 10'
17-119
¬¬
JAD
JPP
348
Demolition Plan
06/01/2018
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont----DEMOLITION LEGEND
LUMINAIRE
MTC OR
TRANSFORMER
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
TREE LINE
PAVED DRIVE OR ROAD
GRAVEL DRIVE OR ROAD
PAVED DRIVE OR ROAD
WITH CURB
WATER MAINS
AND SERVICES W W W W
TREE/BUSH
NOTE:
CONTRACTOR TO COORDINATE WITH OWNER FOR
PRESERVATION OF EXISTING LANDSCAPE PERENNIALS,
SHRUBS AND BOULDERS FOR FUTURE USE
SEWER MANHOLE SMH
STRUCTURE & SITE DEMOLITION
A.VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING
DEMOLITION OPERATIONS.
B.VERIFY THAT HAZARDOUS MATERIALS HAVE BEEN REMEDIATED BEFORE PROCEEDING WITH
BUILDING DEMOLITION OPERATIONS.
C.ENVIRONMENTAL & GEOTECHNICAL: REVIEW ALL PROJECT ENVIRONMENTAL AND
GEOTECHNICAL REPORTS AND BECOME FAMILIAR WITH ALL ISSUES BEFORE DEMOLITION.
D.EXISTING UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED
UTILITIES SERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED.
1.ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES.
2.IF REMOVAL, RELOCATION, OR ABANDONMENT OF UTILITY SERVICES WILL AFFECT
ADJACENT OCCUPIED BUILDINGS, THEN PROVIDE TEMPORARY UTILITIES THAT BYPASS
BUILDINGS AND STRUCTURES TO BE DEMOLISHED AND THAT MAINTAIN CONTINUITY OF
SERVICE TO OTHER BUILDINGS AND STRUCTURES.
E.DO NOT COMMENCE DEMOLITION OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENT
CONTROL AND PLANT-PROTECTION MEASURES ARE IN PLACE.
F.OBTAIN THE DEMOLITION PERMIT FROM THE LOCAL AUTHORITY PRIOR TO STARTING
DEMOLITION ACTIVITIES.
G.EXISTING FACILITIES: PROTECT ADJACENT WALKWAYS, LOADING DOCKS, BUILDING ENTRIES,
AND OTHER BUILDING FACILITIES DURING DEMOLITION OPERATIONS. MAINTAIN EXITS FROM
EXISTING BUILDINGS. PROMPTLY REPAIR ANY FACILITIES DAMAGED BY CONSTRUCTION
OPERATIONS TO OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.
H.EXISTING UTILITIES: MAINTAIN UTILITY SERVICES TO REMAIN AND PROTECT FROM DAMAGE
DURING DEMOLITION OPERATIONS.
I.TEMPORARY PROTECTION: ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES,
RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHERE REQUIRED BY AUTHORITIES
HAVING JURISDICTION AND AS INDICATED.
J.REMOVE TEMPORARY BARRIERS AND PROTECTIONS WHERE HAZARDS NO LONGER EXIST.
WHERE OPEN EXCAVATIONS OR OTHER HAZARDOUS CONDITIONS REMAIN, LEAVE
TEMPORARY BARRIERS AND PROTECTIONS IN PLACE.
K.REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF
THEM IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION
L.DO NOT BURN DEMOLISHED MATERIALS UNLESS SPECIAL WRITTEN PERMISSION IS OBTAINED
FROM OWNER AND ENGINEER.
M.CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY
BUILDING DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING
BEFORE BUILDING DEMOLITION OPERATIONS BEGAN.
50' CLA
S
S
II
WETLAN
D
B
U
F
F
E
R
329
DORSET STREET
330
DORSET STREET
PAVED
DRIVE BROOKWOOD DRIVEDORSET STREET
225 DORSET STREET
CLASS II
WETLAND GARAGE
2 BROOKWOOD DRIVE
Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
0
Feet
Graphic Scale
20 20 40 60 80
1 08/08/18 JADPer Town Comments
----(321) 0570-00321
(325) 0570-000325
----C2-01
1" = 20'
17-119
RMP
JAD
JPP
348
PROJECT LOCATION
Overall Site Plan
06/01/2018
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
PROPOSED
2-STORY BUILDING
BASEMENT FFE = 298.1
1ST FLOOR FFE = 308.1
2ND FLOOR FFE = 319.18
SSSSSSSSD D D D D D D D D D D D D D D D D
S
S
S
S
S
S
S
S
WWWWDDDDG G G G G G G G G G G G G G G
GGGGGGGGGGGGWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W
UGUGUGUGUGUGUGT T T T T T T T T T
T T T T T T T
T T T T T T T
UG UG UG UG UG UG
UG UG UG UG UG
UG
UG UG UG UGUGUGUGUGUGUGUGSSSSSS
T
TTTTTTTTT T
T
T
T T
T
UG UG UG UG UG UG UGUGUGUGUGUGUGUGTTTT
T
309309
308
308308308308308
308307307307307 307 307307307307307307307307307307307
307
307306306
306306
306305305
305305305304304
304303303303302
302301301300300299299 307308GVGV50' CLA
S
S
II
WETLAN
D
B
U
F
F
E
R 5.4'5.5'9.2'12.15'
PROPOSED 6" SDR 35 PVC SEWER
L=30' s =1/4"/FT = 0.0208 FT/FT MIN.
PROPOSED
2-STORY BUILDING
BASEMENT FFE = 298.1
1ST FLOOR FFE = 308.1
2ND FLOOR FFE = 319.18
WV
3.5'7.0'
9'18'24'10
8'
S S
ASSUMED WATER LINE LOCATION 6" ACASSUMED WATER LINE LOCATION
329
DORSET STREETFDFDRDRDRDRDRDRD
FDRDFD
RD RD
FD
FD
FD FD FD FD FDFD
FDFD FD
20'PROPOSED STREET BENCH PER
DETAIL ON LANDSCAPE PLAN
PAVED
DRIVE
PED.
SIGNAL
GRASS
ISLAND
GV
GV
PROJECT
BENCHMARK
"X" ON TOP OF
BONET BOLT
ELEV=310.08
CONNECT SEWER TO EXISTING MANHOLE
SEE DETAIL
R=306.95
i(W)=298.75 (EXISTING 8" PIPE)
i(N)=298.78 (NEW 6" PIPE)BROOKWOOD DRIVEDORSET STREET
CONCRETE225 DORSET STREET
PAVEMENT SIDEWALK
CONCRETE SIDEWALK
MAJOR UNDERGROUND
ELECTRIC UNDER SIDEWALK
CB
R=307.48
CB
R=306.74
GARAGE
2 BROOKWOOD DRIVE
CONCRETE PAD
WITH ENCLOSED
DUMPSTER
8
+++++++++++++++++++++++++++++
4" PERFORATED FOUNDATION DRAIN
PROPOSED
BIKE RACK
PER DETAIL
iOUT=299.45
SAWCUT PAVEMENT
& REPLACE IN KIND
8" SEWER MAINPROPOSED CONNECTION TO
3 PHASE POWER. CONTRACTOR
TO COORDINATE WITH GREEN
MOUNTAIN POWER
SEWER/WATER CROSSING
SEWER IE = 299.11
ASSUMED WATER IE = 300.61
CONTRACTOR TO VERIFY
MINIMUM VERTICAL
SEPARATION DISTANCE
(SEE DETAIL)
8'
END CURB
END CURB
FULL HEIGHT CURB TO BE INSTALLED TO
MATCH ADJACENT AFTER DRIVEWAY
REMOVAL PER DEMO PLAN
COORDINATE INSTALLATION
OF MTC CABINET WITH
GREEN MOUNTAIN POWER
G G
8.0'MIN.3.6'8.5'5.0'RD RDRDRDRDRDRDRD
RD RD
FD
RD
WATER SPIGOT
FOR HOSE
CONNECTION
CONCRETE PATIO
FLUSH WITH PAVEMENT
PROPOSED 4'
WIDE SIDEWALK
PROPOSED 4'
WIDE SIDEWALK
PROPOSED 4'
WIDE SIDEWALK
DESIGNATED WALL
MOUNTED ELECTRIC
SERVICE LOCATION
TC:307.96
BC:307.46
TC:307.96
BC:307.46
307.30
TC:307.36
BC:307.36
PROPOSED 3.5'
WIDE SIDEWALKRDRDALL GRASSED AREAS TO
HAVE MINIMUM 4" TOPSOIL 3.5'1.0'52.7'6.3'
0.3'
3.0'
5.4'3.5'71.6'SNOW
STORAGE
AREA
RDRDRDRDRD
PROPOSED 4'
WIDE SIDEWALK
PROPOSED 4'
WIDE SIDEWALK
FD FD FD FD FD FD
LOCATION OF OUTLET
FOR EV CHARGING
TC:307.86
BC:307.36
6' HIGH WHITE VINYL
PRIVACY FENCE PER
DETAIL ON LANDSCAPE PLAN
PROPOSED 7'
WIDE SIDEWALK
PROPOSED GARDEN BENCH
TREE PIT FENCE
(TYPICAL) PER
DETAIL ON
LANDSCAPE PLAN WWWW3/4" COPPER WATER LINESheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
0
Feet
Graphic Scale
10 10 20 30 40
1 08/08/18 JADPer Town Comments
----(321) 0570-00321
(325) 0570-000325
----C2-02
1" = 10'
17-119
RMP
JAD
JPP
348
PROJECT LOCATION
NOTES:
1.THE PURPOSE OF THIS PLAN IS TO DEPICT THE REDEVELOPMENT OF 321 DORSET STREET. THE TWO EXISTING
RANCH STYLE BUILDINGS WILL BE DEMOLISHED AND REPLACED WITH ONE TWO STORY BUILDING WITH
MEDICAL OFFICE SPACE ON THE FIRST FLOOR AND SIX ONE BEDROOM RESIDENTIAL UNITS ABOVE.
2.OWNER OF RECORD: MITCHWARTZ PROPERTIES LLC
3.E-911 ADDRESS: 321 DORSET STREET
4.ZONING DISTRICT: FBC T4
5.LOT SIZE = 0.34 +/- ACRE
Site Plan
06/01/2018
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
OPEN SPACE:
6% OF NON-RESIDENTIAL GROSS FLOOR AREA (GFA) + 100 SF/ RESIDENTIAL UNIT
TOTAL OPEN SPACE REQUIRED: (6% X 7,665 S.F. GFA) + (100 SF/RES. UNIT X 6 UNITS) = 1,060 S.F.
OPEN SPACE PROVIDED = 1,080 S.F.
PARKING:
2 SPACES MAXIMUM/RESIDENTIAL UNIT + 2 SPACES MINIMUM/1,000 SF OF NON-RESIDENTIAL GFA
2 SPACES MIN. / 1,000 SF X 7,665 SF = 16 NON-RES SPACES MINIMUM
2 SPACES MAX. / RES. UNIT = 12 RESIDENTIAL SPACES MAXIMUM
PARKING SPACES PROVIDED = 18
CONTRACTOR NOTES:
1.CONTRACTOR TO FIELD VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCIES.
2.CONTRACTOR TO NOTIFY UTILITY AUTHORITIES (SOUTH BURLINGTON, CWD, VT GAS,
GMP) PRIOR TO COMMENCING CONSTRUCTION AND CONNECTIONS TO UTILITIES.
3.CONTRACTOR TO COORDINATE CABLE AND TELEPHONE LINE SERVICES DIRECTLY
WITH PROVIDERS. NOTE THAT UTILITY METER SHALL NOT BE LOCATED ON THE
FACADE OF THE BUILDINGS PARALLEL WITH THE ADJACENT STREETS PER CITY OF
SO. BURLINGTON LDR 8.06 (G).
4.ANY EXCAVATION WITHIN THE MUNICIPAL R.O.W. IS SUBJECT TO A RIGHT-OF-WAY
PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS.
5.CONTRACTOR TO FOLLOW LOW RISK EROSION CONTROL HANDBOOK INCLUDING
A STABILIZED CONSTRUCTION ENTRANCE.
BASIS OF DESIGN:
WASTEWATER
6 STAFF (DOCTOR'S OFFICE) X 35 GPD/STAFF = 210 GPD
45 PATIENTS (DOCTOR'S OFFICE) X 10 GPD/PATIENT = 450 GPD
6 BEDROOMS (APARTMENTS) X 140 GPD/BEDROOM = 840 GPD
TOTAL = 1500 GPD
80% WITH REDUCTION FOR MUNICIPAL CONNECTION = 1200 GPD
WATER
6 STAFF (DOCTOR'S OFFICE) X 35 GPD/STAFF = 210 GPD
45 PATIENTS (DOCTOR'S OFFICE) X 10 GPD/PATIENT = 450 GPD
6 BEDROOMS (APARTMENTS) X 150 GPD/BEDROOM = 900 GPD
TOTAL = 1560 GPD
90% WITH REDUCTION FOR LOW FLOW FIXTURES = 1404 GPD
2 08/23/18 JADBike Rack
3 09/04/18 JADPer Town Comments
Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
1 08/08/18 JADPer Town Comments
17-119SD-001
1"=1'
LAST REVISED 11/07/20142014 TRUDELL CONSULTING ENGINEERS
TYPICAL BITUMINOUS PAVEMENT
CRUSHED GRAVEL (VAOT 704.05A FINE)
WEARING COURSE (TYPE III) (VAOT 406)
BASE COURSE (TYPE II) (VAOT 406)
MIRAFI 500X STABILIZATION FABRIC
INSTALLATION IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS
B
D
C
A
UNDISTURBED SUBGRADE OR
COMPACTED FILL
A
C
B
D
RESIDENTIAL
6
12
2-1/2
1-1/2
6
12
2
1
6" SAND BORROW AND CUSHION TO BE USED
IN POORLY DRAINED SOILS OR OVER
BEDROCK FOR ROADS AND SIDEWALKS
(VAOT 703.03)
PARKING LOTS
THICKNESS (INCHES)
ROADS PRIVATE
2
COMMERCIAL
6
18
3
2
N/A
12
4
2 1/2
18
6
1 1/2
NOTES:
E
COMMERCIALRESIDENTIAL
6 6666E
1. SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN
ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT
LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN.
2. COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR).
3. IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS
UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS.
DRIVEWAYS
SECTION
GRAVEL BASE (VAOT 704.04) OR
CRUSHED GRAVEL (VAOT 704.05A COARSE)
SD-013
1"=1-0'
LAST REVISED 07/18/20132013 TRUDELL CONSULTING ENGINEERS
REINFORCED CONCRETE PAD
6" CLASS A CONCRETE SLAB, BROOM FINISH
#5 REINFORCING BARS 12" O.C. BOTH WAYS,
3" CLEAR
12" BANK RUN GRAVEL
COMPACTED SUBBASE
SD-048LAST REVISED 06/18/20142014 TRUDELL CONSULTING ENGINEERS
TYPICAL SIDEWALK LAYOUT
1/4"/FT.
4'
30"4'30"1/2" RADIUS TOOLED JOINT
NOTES:
1.REFER TO BASIC GRID PATTERN ON SITE PLAN
2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND
MINIMUM OF 2 FT. LINEAR DIMENSIONS AND NOT INSIDE CORNERS
3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF
SIDEWALK
4.LAP BARS 30 BAR DIAMETERS.
5.EXPANSION JOINTS AT 20 FT. O.C.
5"
LAP BARS 30
BAR DIAMETERS
REINFORCING BARS
(TYPICAL)
TOOLED JOINT
(TYPICAL)
EXPANSION JOINT
MATERIAL 20' O.C.REINFORCING BARS
SD-016LAST REVISED 03/21/20132013 TRUDELL CONSULTING ENGINEERS
TRASH DUMPSTER ENCLOSURE
10'0"
8'0" OPENING
1"=4'0"
1"=4'0"
FRONT ELEVATION
SILL5.5"1"=1'0"
SIDING DETAIL
1"=4'0"
TYPICAL ELEVATION
LATCH
PLAN 3.5" 1"=4'0"
SECTION
2"X4" FRAME
1"X8" PINE CAP
GATES 1/2" MDO BOARD
1'X4" TRIMSTRAP HINGE
BOLT THROUGH
FRAME
5" CONCRETE SLAB
REINFORCED WELDED WIRE
FABRIC WWF W2.1 X W2.1
CLASS B CONCRETE 12" BASE
OF CRUSHER RUN COMPACTED
TO .9 PROCTOR
1"X6" #2 PINE
SIDING STAIN TO
MATCH BUILDING
GUTTER DOWNSPOUT (BY OTHERS)
+'3(3,3(7<381/(6627+(5:,6(127('
TO DRAINAGE STRUCTURE
OR PIPE CONNECTION
FINISH GRADE
PROVIDE DOWNSPOUT ADAPTER OR CAP AT
GRADE FOR DOWNSPOUT CONNECTION
PROVIDE AT GRADE CLEANOUT WITH CAP AT
PIPE ANGLES, TEES, AND WYES
4' MIN.
SW-009
TYPICAL GUTTER DOWNSPOUT CONNECTION
2014 TRUDELL CONSULTING ENGINEERS LAST REVISED 04/21/2014 SD-036LAST REVISED 02/07/20142013 TRUDELL CONSULTING ENGINEERS
BIKE RACK
36"47"2X 0.25" X 12.75"
ANCHOR RODS
2 3/8" O.D. GALVANIZED STEEL
SCHEDULE 40 PIPE WITH POWDERCOAT FINISH
BLACK
35"6" PORTLAND CEMENT PAD
CLASS "B" CONCRETE
SD-010
3/4" = 1'-0"
LAST REVISED 03/27/2013TRUDELL CONSULTING ENGINEERS
PAVEMENT CUT TRENCH6' MIN. COVER6"D+2'
CL
SAW CUT EXISTING PAVEMENT
WEARING COURSE
CRUSHED
GRAVEL
GRAVEL
BASE
SAND CUSHION
COMPACT BACKFILL
SAME MATERIAL AS REMOVED
IN 6" LIFTS
SEE SITE PLAN FOR PIPE SIZE
AND MATERIALD
1.5" TYPE III VAOT
406 WEARING
COARSE AND 2.5"
TYPE II VAOT 406
BASE COARSE OR
MATCH EXISTING
THICKNESS,
WHICHEVER IS
GREATER
PAVEMENT MARKINGS
1.1 QUALITY ASSURANCE
Regulatory Requirements: Comply with materials, workmanship, and
other applicable requirements of state DOT or local municipality for
pavement-marking work.
1.2 FIELD CONDITIONS
Environmental Limitations: Proceed with pavement marking only on
clean, dry surfaces and at a minimum ambient or surface temperature
of 40 GHJ¬) for alkyd materials, 55 GHJ¬) for water-based materials, and
not exceeding GHJ¬).
1.3 PAVEMENT-MARKING PAINT
A.Pavement-Marking Paint: Alkyd-resin type, lead and chromate free,
ready mixed, complying with $$6+72¬0¬ colors complying with
)6¬773
Color: As indicated.
B.All pavement marking within VTrans and Town right-of-way shall be in
accordance with VTrans specifications.
1.4 PAVEMENT MARKING
Apply temporary pavement marking before traffic is allowed on any
newly paved area or as site conditions dictate. Allow final wearing
surface to age for a minimum of 30 days before applying final
permanent pavement marking.
1.5 PROTECTING AND CLEANING
A.Protect pavement markings from damage and wear during remainder
of construction period.
B.Clean spillage and soiling from adjacent construction using cleaning
agents and procedures recommended by manufacturer of affected
construction.
NON STDLAST REVISED 03/14/20182018 TRUDELL CONSULTING ENGINEERS
PAVEMENT MARKINGS
Site Details
C8-01
06/01/2018
Shown
17-119
RMP
JAD
JPP
348
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
SD-056
1/2" = 1'
LAST REVISED 05/04/20162016 TRUDELL CONSULTING ENGINEERS
CONCRETE CURB, & SIDEWALK FOR SIDEWALKS
DIRECTLY ADJACENT TO BUILDINGS5'7" REVEAL
6"1" R
BITUMINOUS
PAVEMENT
FOOTING DRAIN
FOUNDATION BY
OTHERS
NOTE:
SEE SITE PLAN FOR SIDEWALK LOCATION
8"x16" FOOTING
GRAVEL (3" MAX. STONE SIZE)
CONCRETE CURB
PIN CURB TO CONCRETE FOUNDATION
CONCRETE FOUNDATION 5"BUILDING FACE
EXPANSION JOINT MATERIAL
CONCRETE WALK (SEE SITE PLAN FOR WIDTH)
30"
REBAR (TYPICAL)
SW-026LAST REVISED 04/13/20162016 TRUDELL CONSULTING ENGINEERS
TYPICAL UNDERDRAIN CLEANOUT DETAIL 1"=1'
BACKFILLED TRENCH
4" PVC SDR 35 RISER
4" PVC SDR 35 PIPE
39&6'5(/%2:
'['[39&6'5:<(
GENERAL FOUNDRIES #18111
COVER, "CLEANOUT" LABEL
4" CAP
6" PVC SDR 35 SLEEVE
9"
IN PAVED AREAS IN GRASSED AREAS
4"x4" PT POST
(OPTIONAL)
FLOW
SD-053
1/2 " = 1'
LAST REVISED 10/18/20172017 TRUDELL CONSULTING ENGINEERS
TYPICAL CONCRETE SIDEWALK
SPECIFICATIONS:
1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET.
2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE EQUAL
TO THE WIDTH OF THE SIDEWALK.
3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET.
4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK
5"6"6"VARIES
NOTE: DISTANCES ARE TYPICAL
AND MAY BE ALTERED FOR
SPECIFIC SITE CONDITIONS.
CONCRETE WEAR
COURSE (4000 PSI)
MINIMUM 18"
GRAVEL BASE
OWNER TO COORDINATE WITH OTHER DISCIPLINES
(ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF
BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE
PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR.18"BASE COURSE
Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
S-001
3/4" = 1'-0"
LAST REVISED 03/22/20172017 TRUDELL CONSULTING ENGINEERS
TYPICAL SEWER TRENCH
D + 24"
FOR GRASSED
AREAS
FOR GRAVEL or
PAVED SURFACES
SEED AND MULCH,
OVERFILL FOR SETTLEMENT
INSTALL TRENCH DAM IN TRENCH TO
PREVENT GROUNDWATER MOVEMENT
IN THE PIPE BEDDING. 100' SPACING
MAXIMUM.
GRADE AT 2:1 SLOPE
WHEN DEPTH EXCEEDS 5'
BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL.
COMPACTED TO 90% DENSITY STANDARD PROCTOR IN
GRASSED AREAS
INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR
FROZEN MATERIAL COMPACTED TO 95% DENSITY
STANDARD PROCTOR IN GRASSED AREAS
WHERE MIN. COVER OF 5' CAN NOT BE MAINTAINED COVER
SEWER MAIN WITH 2" RIGID INSULATION. PLACE INSULATION
AT ALL ROAD, DRIVE AND SIDEWALK CROSSINGS. EXTEND
RIGID INSULATION 10' BEYOND CROSSINGS IN BOTH
DIRECTIONS
SEWER MAIN (SEE SITE PLAN FOR SIZE & PIPE MATERIALS)
INSTALL TO MANUFACTURER'S REQUIREMENTS.
CLASS I BEDDING 3/4" CRUSHED STONE
NOTES:
1.LENGTH OF OPEN TRENCH SHALL BE KEPT TO A
MINIMUM.
2.IF UNSUITABLE MATERIAL IS REMOVED BELOW
BEDDING, REPLACE WITH MATERIAL APPROVED BY
ENGINEER AND COMPACT TO 95% MAXIMUM
DENSITY.
3.NO MECHANICAL TAMPERS SHALL BE USED
DIRECTLY OVER PIPE TO INSURE PIPE IS NOT
DAMAGED.
4.BEDDING TO PROVIDE FIRM, STABLE,
CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL
LENGTH OF PIPE.
5.INSTALL TO STRICTEST INTERPRETATION OF
REQUIREMENTS (PLANS, SPECS & MANUFACTURER)
BACKFILL MATERIAL TO MATCH STRUCTURAL ROADWAY
GRAVEL, SEE ROADWAY SECTION. COMPACTED TO
95% DENSITY STANDARD PROCTOR
ALL BACKFILL TO BE COMPACTED IN 6" to 12" LIFTS
HAUNCHING
BEDDING
BACKFILL
BACKFILL
ȭ
6"D6"12"SEE ROADWAY SECTIONSDEPTH VARIES - 4' MINIMUM COVER IN GRASSED AREAS5' MINIMUM COVER IN PAVED AREASDETECTABLE METALLIC WARNING TAPE LABELED "SEWER"
INSULATION SHALL BE FULL WIDTH
OF TRENCH
SN-002LAST REVISED 04/28/162016 TRUDELL CONSULTING ENGINEERS
CONTRACTOR CERTIFICATION FOR WASTEWATER SYSTEM
PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN
ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A
CERTIFICATION THAT THE WASTEWATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE
WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO DEVIATIONS
FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE
NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY
REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM
THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL
PHASES OF THE WORK, OR ALL TESTING, HE MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS
THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR SHALL THEREFORE SIGN AND RETURN A
COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK:
"I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED THOSE
TESTS, AND THE WASTEWATER DISPOSAL AND COLLECTION SYSTEM(S) ARE BUILT IN
ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS."
CONTRACTOR NAME
AUTHORIZED AGENTS NAME
SIGNATURE DATE
NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE:
CONTRACTOR'S CERTIFICATION REQUIRED
NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT
VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A
LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE
AND WARRANTY PERIODS.
W-004
1"=1'-0"
LAST REVISED 04/05/20162016 TRUDELL CONSULTING ENGINEERS
TYPICAL WATER/SEWER CROSSING
WATER
SEWER
REQUIREMENTS:
1.WATER MAINS CROSSING SEWERS
SHALL BE LAID TO PROVIDE A
MINIMUM VERTICAL DISTANCE OF
18 INCHES BETWEEN THE OUTSIDE OF
WATER MAIN AND THE OUTSIDE OF
SEWER. THIS SHALL BE THE CASE
WHERE THE WATER MAIN IS EITHER
ABOVE OR BELOW THE SEWER. AT
CROSSINGS, ONE FULL LENGTH OF
WATER PIPE SHALL BE LOCATED SO
BOTH JOINTS WILL BE AS FAR FROM
THE SEWER AS POSSIBLE. IF THE
SEWER MAIN IS OVER THE WATER
MAIN, THE FIRST SEWER PIPE JOINTS
ON EACH SIDE OF THE WATER MAIN
MUST BE CONCRETE ENCASED.
SPECIAL STRUCTURAL SUPPORT FOR
THE WATER AND SEWER PIPES MAY
BE REQUIRED. WATER MAINS SHALL
NOT PASS THROUGH SEWER
MANHOLES OR BE SUBMERGED IN
BASINS CONTAINING SEWAGE OR
OTHER GROSSLY CONTAMINATED
OR HAZARDOUS MATERIAL.
2.THE PROJECT ENGINEER SHALL
OBSERVE ALL CROSSINGS, PRIOR TO
BACKFILL.
3.ANY DEVIATION TO THIS MINIMUM
REQUIREMENT IS SUBJECT TO REVIEW
AND APPROVAL OF REGULATORY
AUTHORITIES.
4.PRIOR TO CROSSING THE
CONTRACTOR SHALL SUPPLY INVERT
OF SEWER TO PROJECT ENGINEER.
INVERT
COMPACTED
CRUSHED STONE
BACKFILL IN 6" LIFTS
Sanitary Details
C8-02
06/01/2018
Shown
17-119
RMP
JAD
JPP
348
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
SDN-001LAST REVISED 03/20/20132013 TRUDELL CONSULTING ENGINEERS
SAFETY AND PROTECTION
CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND
SUPERVISING ALL SAFETY PRECAUTION AND PROGRAMS IN CONNECTION WITH
THE WORK. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE
SAFETY OF, AND SHALL PROVIDE THE NECESSARY PROTECTION TO PREVENT
DAMAGE INJURY OR LOSS TO:
1.ALL EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY BE
AFFECTED THEREBY.
2.ALL THE WORK AND ALL MATERIALS OR EQUIPMENT TO BE INCORPORATED
THEREIN, WHETHER IN STORAGE ON OR OFF THE SITE, AND
3.OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES,
SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND
UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT
IN THE COURSE OF CONSTRUCTION.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS (SPECIFICALLY
INCLUDING OSHA, VOSHA AND ANY OTHER STATE ADOPTED OSHA PROGRAM),
LAWS ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC BODY
HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR TO
PROTECT THEM FROM DAMAGE, INJURY OR LOSS, AND SHALL ERECT AND
MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND
PROTECTION. CONTRACTOR SHALL NOTIFY OWNERS OF ADJACENT PROPERTY
AND UTILITIES WHEN EXECUTION OF THE WORK MAY AFFECT THEM.
CONTRACTOR'S RESPONSIBILITIES FOR THE SAFETY AND PROTECTION OF THE
WORK SHALL CONTINUE UNTIL SUCH TIME AS ALL THE WORK IS COMPLETED.
SN-008LAST REVISED 08/02/20172017 TRUDELL CONSULTING ENGINEERS
TESTING GRAVITY SEWERS (ENVIRONMENTAL PROTECTION RULES)
CH 1 EFFECTIVE 9/29/07 SECTION 1-A-03(K)(2)
AIR TESTING SEWERS
3
8
10
4
6
0.2
0.3
0.71.2
1.5
A.TEST THE GRAVITY SEWER BY A PRESSURIZED AIR TEST BETWEEN CONSECUTIVE MANHOLES. PLUG ALL OPENINGS OF THE TEST SECTION AND CONNECT THE AIR
CONTROL EQUIPMENT TO THE TAPPED END.
B.SUPPLY AIR SLOWLY TO THE PIPE UNTIL REACHING A CONSTANT PRESSURE OF 4.0 PSI GREATER THAN THE AVERAGE PRESSURE OF ANY SURROUNDING
GROUNDWATER. PRESSURE WILL NORMALLY DROP AS TEMPERATURE STABILIZES. SUPPLY THE AIR SO THAT THE PRESSURE REMAINS ABOVE 3.0 PSI FOR AT LEAST
5 MINUTES DURING TEMPERATURE STABILIZATION. USE A PRESSURE GAUGE HAVING A RANGE FROM 0 TO 5 PSI. THE GAUGE SHOULD HAVE MINIMUM
DIVISIONS OF 0.1 PSI AND AN ACCURACY OF +- 0.04 PSI. REGULATE THE AIR PRESSURE TO PREVENT IT FROM EXCEEDING 5.0 PSI.
C.AFTER STABILIZATION, ADJUST PRESSURE TO 3.5 PSI OR ABOVE AND SHUT OFF AIR SUPPLY. START THE STOP WATCH. THE TIME REQUIRED FOR THE TEST IS
DEPENDENT ON PIPE DIAMETER PER TOTAL LENGTH OF PIPE BEING TESTED AND MUST BE AT LEAST:
D.IF THE SECTION OF LINE TO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TEST TIME FOR EACH SIZE AND ADD THE TEST TIMES TO EQUAL THE
TOTAL SECTION TEST TIME.
E.IF THERE IS GROUND WATER ABOVE THE SEWER LINE THE AIR TEST PRESSURE WILL BE INCREASED BY 0.5 PSI FOR EACH FOOT OF WATER ABOVE THE INVERT OF
THE PIPE. DIFFERENCES DUE TO AIR TEMPERATURE AND BAROMETRIC PRESSURE WILL BE CONSIDERED NEGLIGIBLE.
F.IF THE PRESSURE DROPS MORE THAN 1 PSI DURING THE TEST TIME, THE PIPE WILL HAVE FAILED AND ADEQUATE REPAIRS AND RETESTING WILL BE REQUIRED AT
NO EXPENSE TO OWNER.
G.IT IS NOT NECESSARY TO HOLD THE TEST FOR THE WHOLE PERIOD WHEN IT IS CLEARLY EVIDENT THAT THE RATE OF AIR LOSS IS LESS THAN THE ALLOWABLE.
NOMINAL PIPE DIA.
IN INCHES
T (TIME)
MIN/100 FT.
1215 1.82.1
18 2.4
21
30
33
24
27
3.0
3.6
4.24.8
5.4
NOMINAL PIPE DIA.
IN INCHES
T (TIME)
MIN/100 FT.
3639 6.06.6
42 7.3
*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL
CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST
IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION.
DEFLECTION TESTING SEWERS
A.AFTER A FLEXIBLE PIPE SEWER, SUCH AS PVC, HAS BEEN BACKFILLED FOR 30 DAYS, A PIPE DEFLECTION TEST SHALL BE PERFORMED.
B.THE TEST SHALL BE CONDUCTED USING A RIGID BALL OR MANDREL HAVING A DIAMETER EQUAL TO 92.5% OF THE PIPE DIAMETER. THIS DEVICE WILL BE PULLED
THROUGH THE SEWER BY A ROPE WITHOUT THE MEANS OF MECHANICAL EQUIPMENT. THE MAXIMUM ALLOWABLE VERTICAL DEFLECTION SHALL BE 7.5%.
C. IF THE BALL OR MANDREL CANNOT BE SUCCESSFULLY PULLED THROUGH THE SEWER PIPE, THOSE SECTIONS OF PIPE NOT MEETING THE DEFLECTION
REQUIREMENTS SHALL BE EXCAVATED AND THE EMBEDMENT AND BACKFILL REPLACED. IF, IN THE OPINION OF THE ENGINEER, THE PIPE HAS BEEN DAMAGED, IT
SHALL BE REMOVED AND REPLACED.
S-011
1/2" = 1'
LAST REVISED 03/18/2016TRUDELL CONSULTING ENGINEERS
SEWER CONNECTION TO EXISTING MANHOLE
LC
5"
48" DIA.
NEW SEWER MAIN
POSITIVE SEAL GASKET SYSTEM
WITH POWER SLEEVE
EXPANSION. ENGINEER TO
OBSERVE CONNECTION.
SET CORE AND GASKET
SEAL TO PLACE PIPE
INVERT AT 298.78'
EXISTING SEWER MAIN
PLAN VIEW
NOTE:
SEE SITE PLAN FOR CORE
LOCATION, PIPE SIZE AND INVERT.
REFORM OR RE-BUILD INVERTS AS
NEEDED
TAKE MEASURES TO ENSURE
MANHOLE AND CONNECTIONS ARE
WATER TIGHT
GRAVEL BACKFILL AROUND
STRUCTURE COMPACTED IN
6" LIFTS TO 95% DENSITY
STANDARD PROCTOR,
UNLESS INDICATED
OTHERWISE
NEW SEWER MAIN
DIRECTION OF FLOW
CONCRETE CHANNEL TO BE POURED
IN BOTTOM OF MANHOLE
CONCRETE CHANNEL TO
BE POURED IN BOTTOM
OF MANHOLE
Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:17-1192017 TRUDELL CONSULTING ENGINEERS
TYPICAL WATER MAIN TRENCH
INSTALL TRENCH DAM IN TRENCH TO
PREVENT GROUNDWATER MOVEMENT
IN THE PIPE BEDDING. 100' SPACING
MAXIMUM. SEE DETAIL.12"CL
6' MINIMUMD6"6"FOR GRASSED
AREAS
FOR PAVED or
GRAVEL SURFACES
3/4" CRUSHED STONE OR
SAND BEDDING
WATER MAIN
(SEE SITE PLAN FOR PIPE
SIZE & MATERIAL)
ALL BACKFILL TO BE COMPACTED IN 6"
LIFTSSEE ROADWAYSECTION ORMATCH EXISTINGSEED AND MULCH, OVERFILL FOR
SETTLEMENT
GRADE AT 2:1 SLOPE
WHEN DEPTH EXCEEDS 5'
24"
WHERE 6' OF COVER CANNOT BE
MAINTAINED, COVER WATER MAIN WITH 2"
INSULATION BOARD, AND USE MINIMUM 2"
INSULATION BOARD ON SIDES. AT ALL
ROAD, DRIVE AND SIDEWALK (SURFACE)
CROSSINGS INSTALL 2" INSULATION BOARD
ON TOP AND SIDES AS SHOWN AND
EXTEND 10' BEYOND SURFACE IN BOTH
DIRECTIONS. INSULATION SHALL BE FULL
WIDTH OF TRENCH.
DETECTABLE METALLIC WARNING TAPE
LABELED "WATER"
4"x4"x48" PRESSURE TREATED POST OR
EQUIVALENT PLASTIC MARKER EVERY
200' AND AT ALL BENDS (GRASSED
AREAS) PAINTED BLUE UNLESS
INDICATED OTHERWISE BACKFILL FREE OF ORGANIC OR FROZEN
MATERIAL. COMPACTED TO 90% DENSITY
STANDARD PROCTOR IN GRASSED AREAS
INITIAL 12" OF SELECT BACKFILL FREE OF
ORGANIC OR FROZEN MATERIAL
COMPACTED TO 95% DENSITY STANDARD
PROCTOR IN GRASSED AREAS
BACKFILL MATERIAL TO MATCH
STRUCTURAL ROADWAY GRAVEL, SEE
ROADWAY SECTION. COMPACTED TO
95% DENSITY STANDARD PROCTOR
NOTES:
1.THE CONTRACTOR SHALL VERIFY THE
PIPE MATERIAL TYPE AND
SPECIFICATION WITH THE LOCAL
WATER UTILITY BEFORE SUBMITTING
SHOP DRAWINGS FOR, ORDERING, OR
INSTALLING ANY WATER MAIN OR
SERVICE. IF THERE IS ANY
DISCREPANCY MATERIAL
SPECIFICATION ON THE PLANS AND
WHAT THE LOCAL WATER UTILITY
REQUIRES, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER OF THE CHANGE
AND USE THE MATERIAL SPECIFIED BY
SAID UTILITY.
2.LENGTH OF OPEN TRENCH SHALL BE
KEPT TO A MINIMUM.
3.IF UNSUITABLE MATERIAL IS REMOVED
BELOW BEDDING, REPLACE WITH
MATERIAL APPROVED BY ENGINEER
AND COMPACT TO 95% MAXIMUM
DENSITY.
4.NO MECHANICAL TAMPERS SHALL BE
USED DIRECTLY OVER PIPE TO INSURE
PIPE IS NOT DAMAGED.
5.BEDDING TO PROVIDE FIRM, STABLE,
CONTINUOUS AND UNIFORM SUPPORT
FOR THE FULL LENGTH OF PIPE.
6.INSTALL WATER MAIN IN
ACCORDANCE WITH MANUFACTURES
GUIDELINES.
7.IF 6' OF COVER CAN NOT BE
MAINTAINED DISCUSS WITH PROJECT
ENGINEER AND TOWN (IF APPLICABLE)
PRIOR TO INSTALLING. ADDITIONAL
INSULATION OR OTHER MEASURES MAY
BE REQUIRED DEPENDING ON COVER.
8.SUBMIT SHOP DRAWINGS PRIOR TO
INSTALLATION.
9.IN NO CASE SHALL THE WATER MAIN BE
BURIED LESS THAN 4 1/2 FEET BELOW
FINISHED GRADE.
W-001LAST REVISED 06/01/2017
PIPE OD + 24"
W-007LAST REVISED 04/04/20162016 TRUDELL CONSULTING ENGINEERS
TYPICAL TAPPING VALVE
6' MINIMUM
WATER
"WATER" CAST IN COVER
PROVIDE WITH MUD PLUG
FINISHED GRADE
COATED CAST IRON TWO PIECE (SLIP
TYPE) VALVE BOX WITH FLANGED TOP &
LID. PROVIDE GATE BOX ALIGNER
STAINLESS STEEL TAPPING SLEEVE OVER
EXISTING WATER MAIN POWER SEAL
3490 MJ OR APPROVED EQUAL
3/4" STONE BEDDING
3/4" CORPORATION STOP FOR TESTING
MUELLER B-25008 OR CAMBRIDGE
BRASS MODEL 301NL (NO LEAD)
GATE VALVE (AWWA C515)
4 MIL POLY BARRIER
ALL FITTINGS ARE TO HAVE
"MEGA-LUG" RETAINER GLANDS AND
STAINLESS STEEL BOLTS AND NUTS
CLASS D CONCRETE THRUST BLOCK (REFER
TO THRUST BLOCK TABLE FOR SIZE)
VALVE ANCHOR, 5 C.F. CLASS D CONCRETE
USE # 4 BARS TO ANCHOR VALVE TO CONCRETE
NOTES:
1.FOR MUNICIPAL CONNECTIONS CONTRACTOR
TO APPLY TO TOWN WATER DEPARTMENT FOR
WATER LINE TAPPING PERMIT. CONTRACTOR
TO SUBMIT COMPLETE SPECIFICATION OF
MATERIALS WITH PERMIT APPLICATION. IF
PRIVATE WATER SYSTEM, CONTRACTOR IS TO
COORDINATE ALL EFFORTS WITH PROJECT
ENGINEER AND OWNER.
2.PRIOR TO INSTALLATION SUBMIT SHOP
DRAWINGS ON MATERIAL AND INSTALLATION
PROCEDURE.
3.INSTALL IN ACCORDANCE WITH LATEST
STANDARD PRACTICE, MANUFACTURE
GUIDELINES AND TOWN SPECIFICATION (IF
APPLICABLE).
4.PROJECT ENGINEER AND TOWN (IF
APPLICABLE) TO BE GIVEN 48 HOURS NOTICE
(MINIMUM) OF TAP.
5.CONTRACTOR TO REVIEW WITH PROJECT
ENGINEER, TOWN (IF APPLICABLE) AND
OWNER CONTINGENCY PLANS IN THE EVENT
OF A BREAK PRIOR TO STARTING.
WATER SERVICE
W-010LAST REVISED 03/22/20172017 TRUDELL CONSULTING ENGINEERS
PARALLEL WATER INSTALLATION WATER SEWERSTORMREQUIREMENTS:
1.WATER MAINS SHALL BE LAID AT LEAST 10' HORIZONTALLY FROM ANY EXISTING OR
PROPOSED MANHOLE OR SANITARY SEWER. THIS DISTANCE CAN BE REDUCED TO 5'
FOR STORM DRAINS. THE DISTANCE SHALL BE MEASURED EDGE OF PIPE TO TO EDGE
OF PIPE. CONSULT WITH ENGINEER IF THESE SEPARATIONS ARE NOT AVAILABLE.
2.THE PROJECT ENGINEER SHALL PERIODICALLY OBSERVE THIS DURING CONSTRUCTION
TO ENSURE PROPER SEPARATION AND THE CONTRACTOR SHALL SUPPLY AS-BUILTS
REFERENCING PROPER SEPARATIONS.
WSR APPENDIX SUBSECTION 8.6.2
5' MIN.
10' MIN.
WN-001LAST REVISED 03/22/20172017 TRUDELL CONSULTING ENGINEERS
TESTING WATER MAINS AND HYDRANTS
*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT IF
APPLICABLE OR PRIVATE OWNER/OPERATOR AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). CONTRACTOR
SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING PROJECT ENGINEER. THE PRE-TEST IS TO ENSURE PASSING
RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION.
A.AFTER THE PIPE HAS BEEN LAID AND 7 DAYS AFTER THE CONCRETE THRUST BLOCKS AND ANCHORS HAVE BEEN
PLACED, THE WATER MAIN SHALL BE HYDROSTATICALLY TESTED ACCORDING TO THE LATEST EDITION OF THE
AWWA SPECIFICATION C-600.
B.CONTRACTOR SHALL SUPPLY ALL NECESSARY APPARATUS TO PERFORM THE HYDROSTATIC TEST.
C. TEST PRESSURE SHALL BE 200 POUNDS PER SQUARE INCH OR 1.5 TIMES THE WORKING PRESSURE MEASURED AT OR
NEAR THE HIGH POINT IN THE SYSTEM, WHICHEVER IS GREATER. TEST SHALL BE A MINIMUM OF 2 HOURS IN
DURATION. TESTING ALLOWANCE SHALL BE DEFINED AS THE VOLUME OF WATER THAT MUST BE SUPPLIED INTO THE
NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF TO MAINTAIN PRESSURE WITHIN 5 PSI (34.5 kPa) OF THE
SPECIFIED TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR HAS BEEN EXPELLED. THE
TESTING ALLOWANCE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE (L) OR ELSE THE SECTION OF PIPE BEING
TESTED WILL BE CONSIDERED FAILED. TESTING ALLOWANCE SHALL NOT BE MEASURED BY A DROP IN PRESSURE IN
A TEST SECTION OVER A PERIOD OF TIME. REFER TO PIPE MANUFACTURERS RECOMMENDED TESTING PROCEDURE
INCLUDING PIPE STABILIZATION PRIOR TO START OF TEST.
D.THE PROJECT ENGINEER AND THE MUNICIPALITY SHALL BE CONTACTED 48 HOURS PRIOR TO TESTING.
E.ALL VALVES SHOULD BE VERIFIED AS BEING OPEN OR CLOSED AS APPROPRIATE FOR THE PORTION OF THE WATER
MAIN BEING TESTED.
F.$//2:$%/(/($.$*(6+$//%(&20387('%<7+()2508/$ / 6['[¥3 :+(5(/,6/($.$*(,1
GALLONS PER HOUR, S IS THE LENGTH OF PIPE TESTED IN FEET, D IS THE NOMINAL DIAMETER OF THE PIPE IN
INCHES AND P IS THE AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH DURING THE TEST.
G.REPLACE AND RETEST ANY WORK FOUND TO BE DEFECTIVE AFTER FAILED TEST AT NO EXPENSE TO OWNER AND
RETEST UNTIL SYSTEM PASSES
A.AFTER TESTING THE WATER MAINS, OPEN THE HYDRANT FULLY AND FILL WITH WATER. TO PREVENT CAPS FROM
BEING BLOWN OFF, VENT AIR FROM ONE OF THE CAPS WHILE IT IS BEING FILLED. WHEN ALL THE AIR HAS
ESCAPED, TIGHTEN THE CAP.
B.ALLOW THE PRESSURE TO BUILD UP TO MAIN LINE PRESSURE AND CHECK FOR LEAKAGE AT FLANGES, NOZZLES
AND THE OPERATING STEM. RECORD STATIC PRESSURE IN PSI.
C.FLOW HYDRANT AND RECORD FLOW RATE IN GPM AND RESIDUAL PRESSURE IN PSI.
D.CLOSE THE HYDRANT, REMOVE ONE NOZZLE CAP AND PLACE THE PALM OF YOUR HAND OVER THE OPENING.
DRAINAGE SHOULD CREATE A NOTICEABLE SUCTION. IF NO SUCTION OR HYDRANT DOESN'T HAVE DRAIN,
MANUALLY PUMP WATER OUT OF BARREL.
E.AT PROJECT ENGINEER DISCRETION ASSIST WITH FLOW TESTING. ENGINEER TO RECORD STATIC AND RESIDUAL
PRESSURE AS WELL AS FLOW RATE.
TESTING WATER MAINS
TESTING HYDRANTS (IF APPLICABLE)
WN-003LAST REVISED 7/12/20132013 TRUDELL CONSULTING ENGINEERS
DISINFECTION OF WATER SYSTEM
*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS
DEPARTMENT AND PROJECT ENGINEER (AS DESIGNATED BY OWNER).
A. PRIOR TO BEING PUT INTO SERVICE, WATER MAINS SHALL BE DISINFECTED ACCORDING TO THE
LATEST EDITION OF AWWA SPECIFICATION C-651. THE TABLET METHOD IN AWWA STANDARD 651 IS
NOT ACCEPTABLE.
B. THE NEW LINE SHALL BE FLUSHED AT A VELOCITY OF NOT LESS THAN 2.5 FEET PER SECOND (OPEN
2-1/2 INCH HYDRANT CONNECTION). FLUSH FOR A PERIOD DETERMINED BY THE PROJECT ENGINEER
FOR THE LENGTH OF MAIN TO BE DISINFECTED.
C. CHLORINATION SHALL BE ACCOMPLISHED BY INTRODUCING A SODIUM HYPOCHLORITE SOLUTION
FOR A RESULTANT CONCENTRATION OF GREATER THAN 25 PARTS PER MILLION OF FREE CHLORINE.
D. USING A NOZZLE AT EACH END HYDRANT, CONTROL THE RATE OF FLOW INTO THE NEW MAIN AND
PROPORTIONALLY FEED THE SODIUM HYPOCHLORITE SOLUTION INTO THE MAIN. AFTER THE SOLUTION
HAS REACHED ALL POINTS IN THE SYSTEM, CLOSE THE VALVE SUPPLYING WATER FROM THE EXISTING
MAIN AND THE END HYDRANTS. MAINTAIN THE HEAVILY CHLORINATED WATER IN THE MAIN FOR 24
HOURS DURING WHICH TIME ALL MAIN LINE VALVES SHOULD BE OPERATED. AFTER 24 HOURS THE
MINIMUM CHLORINE RESIDUAL MUST BE AT LEAST 10 PARTS PER MILLION.
E. FLUSH HEAVILY CHLORINATED WATER FROM THE LINE AND REFILL THE LINE FOR SERVICE (USE
CHLORINE DIFFUSER). TAKE AND SUBMIT TWO BACTERIOLOGICAL SAMPLES (TAKEN 24 HOURS APART)
OF THE WATER TO THE STATE OF VERMONT OR A STATE APPROVED TESTING LABORATORY. IF THE
RESULTS ARE UNSATISFACTORY, THE DISINFECTION PROCEDURE WILL BE REPEATED UNTIL SATISFACTORY
RESULTS ARE OBTAINED.
F. FINISHED WATER STORAGE STRUCTURES SHALL BE DISINFECTED IF APPLICABLE, IN ACCORDANCE
WITH CURRENT AWWA STANDARD C652. TWO OR MORE SUCCESSIVE SETS OF SAMPLES, TAKEN AT 24
HOUR INTERVALS, SHALL INDICATE MICROBIOLOGICALLY SATISFACTORY WATER BEFORE THE FACILITY
IS PLACES INTO OPERATION.
G. DISPOSAL OF HEAVILY CHLORINATED WATER FROM THE DISINFECTION PROCESS SHALL BE
DE-CHLORINATED OR OTHERWISE HANDLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
VERMONT AGENCY OF NATURAL RESOURCES.
H. THE DISINFECTION PROCEDURE (AWWA CHLORINATION METHOD 3, SECTION 4.3 C652) WHICH
ALLOWS USE OF THE CHLORINATED WATER HELD IN THE STORAGE TANK FOR DISINFECTION PURPOSES
IS NOT RECOMMENDED. WHEN THAT PROCEDURE IS USED, IT IS REQUIRED THAT THE INITIAL HEAVILY
CHLORINATED WATER BE PROPERLY DISPOSED IN ORDER TO PREVENT RELEASE OF WATER WHICH MAY
CONTAIN VARIOUS CHLORINATED ORGANIC COMPOUNDS INTO THE DISTRIBUTION SYSTEM.
DISINFECTING WATER MAINS AND SYSTEMS
Water Details
C8-03
06/01/2018
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MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
WN-002LAST REVISED 9/10/20152015 TRUDELL CONSULTING ENGINEERS
CONTRACTOR'S CERTIFICATION
CONTRACTOR'S CERTIFICATION REQUIRED
PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN
ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A
CERTIFICATION THAT THE WATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE
APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO DEVIATIONS FROM THE
APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND
ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED
TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE
APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES
OF THE WORK, OR ALL TESTING, HE MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS THE
BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR SHALL THEREFORE SIGN AND RETURN A
COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK:
"I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED THOSE
TESTS, AND THE WATER SYSTEM(S) ARE BUILT IN ACCORDANCE WITH THE APPROVED DESIGN
PLANS AND APPLICABLE PERMIT CONDITIONS."
CONTRACTOR NAME:
AUTHORIZED AGENTS NAME:
SIGNATURE: DATE:
NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE:
FOR POTABLE WATER SYSTEMS
NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT
VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCARDED AT A
LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE
AND WARRANTY PERIODS.
Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:17-119E-001
N.T.S.
LAST REVISED 3/15/20172017 TRUDELL CONSULTING ENGINEERS
TEMPORARY SOIL STOCKPILE EROSION PROTECTION
NOTES:
1.INSTALL SILT FENCE ALONG CONTOUR ON
DOWNSLOPE SIDE OF STOCKPILE. COMPLETELY
ENCLOSE STOCKPILE ON FLAT SITES. SILT FENCE TO
REMAIN IN PLACE UNTIL MATERIAL IS REMOVED
AND AREA IS STABILIZED.
2.A MINIMUM OF 5' SEPARATION BETWEEN THE TOE
OF THE STOCKPILE SLOPE AND THE SILT FENCE IS
REQUIRED AT ALL TIMES
5' TO 10'
SILT FENCE
2
1 5' TO 10'
SILT FENCE
MAINTAIN VEGETATED COVER
SOIL STOCKPILE
E-003
N.T.S.
LAST REVISED 3/11/20132013 TRUDELL CONSULTING ENGINEERS
TEMPORARY VEGETATED SWALE
2.0' Min.3H:1V
NOTE:
Ditches < 5% - Reinforce with SC-150BN
Ditches > 5% - Reinforce with VMax C-350BN
Ditches > 20% - Reinforce with VMax P550
Installed per Manufacturer Requirements
2.0'
Construction Specifications for Vegetated Swales
1. All trees, brush, stumps, obstructions, and other objectionable material shall be
removed and disposed of so as not to interfere with the proper functioning of the
waterway.
2. The waterway shall be excavated or shaped to line, grade, and cross section as
required to meet the criteria specified herein, and be free of bank projections or
other irregularities which will impede normal flow.
3. Fills shall be compacted as needed to prevent unequal settlement that would
cause damage in the complete waterway.
4. All earth removed and not needed in construction shall be spread or disposed of
so that it will not interfere with the functioning of the waterway.
5. Stabilization shall be done according to the appropriate standard and
specifications for vegetative practices.
A. For design velocities of less than 3.5 fps, seeding and mulching may be used
for the establishment of the vegetation. It is recommended that, when
conditions permit, temporary waterways or other means should be used to
prevent water from entering the waterway during the establishment of
vegetation.
B. For design velocities of more than 3.5 fps, the waterway shall be stabilized
with sod, with seeding protected by jute or other matting or with seeding and
mulching including temporary diversion of the water until the vegetation is
established.
ESTABLISH GRASS
SC-2
2016 TRUDELL CONSULTING ENGINEERS
SILT FENCE16"20"MIN.MIN.(MIRAFI ENVIROFENCE, OR APPROVED
EQUAL MAY BE SUBSTITUTED.)
FILTER FABRIC, OR WOVEN
WIRE FABRIC
WOODEN OR METAL STAKE
(MAX. 10' O.C.)
KEY FABRIC INTO GROUND (MIN. 6")
FLOW
CONSTRUCTION SPECIFICATION FOR SILT FENCE
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE
TIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF
RECEIVING WATERS.
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE,
6" MAXIMUM MESH OPENING.
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER
FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED
EQUIVALENT.
5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED
WHEN SEDIMENT REACHED HALF OF FABRIC HEIGHT.6"E-102LAST REVISED 2/10/2016
EN-006 EN-010LAST REVISED 12/15/20172017 TRUDELL CONSULTING ENGINEERS
GRADING & STABILIZATION REQUIREMENTS
EN-001LAST REVISED 03/11/20132013 TRUDELL CONSULTING ENGINEERS
SEEDING
-
85
90
80
85
GERMINATION
0-5
0-5
25-30
30-40
30-40
WEIGHT (POUNDS PER ACRE)
WHITE CLOVER
RED TOP
PERENNIAL RYE
KENTUCKY BLUEGRASS
CREEPING RED FESCUE
COMMON NAME
EN-005LAST REVISED 3/11/20132013 TRUDELL CONSULTING ENGINEERS
GENERAL CONSTRUCTION SEQUENCE
1. INSTALL BARRIER FENCE.
2. INSTALL CONSTRUCTION ENTRANCE AS SPECIFIED IN
PHASE.
3. INSTALL SILT FENCE IN LOCATION SHOWN ON PLANS AS
DETAILED.
4. STAKE OUT CONSTRUCTION, CLEAR AND GRUB.
5. STOCK PILE, PROCESS, AND DISPOSE OF TREES.
6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION
ROADS, ESTABLISH DITCHLINES FROM
DOWNHILL TO UPHILL, INSTALL CHECK DAMS AND
EROSION CONTROL FABRIC IN DITCHLINES AS
DETAILED. MAINTAIN TRAFFIC FLOW AS SHOWN.
7. CONSTRUCT SITE FEATURES.
8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN
DAYS.
9. RECEIVE APPROVAL FROM ON-SITE CO-ORDINATOR
PRIOR TO MOVING TO NEXT PHASE.
ALL AREAS OF DISTURBANCE MUST HAVE TEMPORARY OR FINAL STABILIZATION
WITHIN SEVEN DAYS OF THE INITIAL DISTURBANCE. AFTER THIS TIME, ANY
DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END OF EACH WORK DAY.
THE FOLLOWING EXCEPTIONS APPLY:
1. STABILIZATION IS NOT REQUIRED IF WORK IS TO CONTINUE IN THE AREA
WITHIN THE NEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST
FOR THE NEXT 24 HOURS.
2.STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURRING IN A
SELF-CONTAINED EXCAVATION (I.E. NO OUTLET) WITH A DEPTH OF 2 FEET
OR GREATER (E.G. HOUSE FOUNDATION EXCAVATION, UTILITY TRENCHES)
STABILIZATION IS TO BE ACCOMPLISHED IN ACCORDANCE WITH DETAILS SHOWN.
AFTER THE FINISHED GRADE HAS BEEN ESTABLISHED AND THE FERTILIZER
SPREAD, PLANT THE SPECIFIED SEED MIXTURE AT A RATE OF 4 POUNDS
PER 1000 SQUARE FEET AND WORK FIRMLY INTO THE SOIL. APPLY SEED
ON THE PREPARED SEED BED WITH APPROVED MECHANICAL SEEDERS
OR HYDROSEEDING EQUIPMENT. UPON COMPLETION OF THE ABOVE
PLANTING OPERATIONS, ROLL ALL AREAS WITH A WATER FILLED
GARDEN ROLLER, LEAVING THE SURFACE OF ALL AREAS TRUE TO
GRADE, SMOOTH, AND FREE FROM HOLLOWS OR OTHER
IRREGULARITIES. THOROUGHLY WATER ALL NEWLY PLANTED LAWNS
IMMEDIATELY AFTER PLANTING, USING A FINE SPRAY.
PROTECT BANKS AND SWALES, AND PREVENT OR REPAIR EROSION THAT
OCCURS. BANKS, SWALES OR OTHER GRADED AREAS THAT HAVE BEEN
WASHED OUT OR HAVE BECOME DAMAGED SHALL BE REPAIRED
IMMEDIATELY. UNLESS APPROVAL IS GRANTED BY THE ENGINEER TO
PLANT OFF SEASON, SEEDING WILL BE CONDUCTED ONLY DURING THE
PERIOD FROM APRIL 15 TO JUNE 1 OR AUGUST 15 TO OCTOBER 15. SO
AS NOT TO CAUSE INTERFERENCE, NO SEEDING IS TO PROCEED BEFORE
OTHER PHASES OR THE WORK HAS PROGRESSED SUFFICIENTLY.
SEED SHALL BE FRESH, CLEAN, NEW SEED. SEED WHICH HAS BECOME
WET AND/OR MOLDY WILL NOT BE ACCEPTABLE. THE FOLLOWING SEED
MIXTURE SHALL BE USED:
A. GENERAL: UNIFORMLY GRADE AREAS WITHIN THE LIMITS OF GRADING,
INCLUDING ADJACENT TRANSITION AREAS. SMOOTH FINISHED SURFACES WITHIN
THE SPECIFIED TOLERANCES, COMPACT WITH UNIFORM LEVELS OR SLOPES
BETWEEN POINTS WHERE ELEVATIONS ARE INDICATED, OR BETWEEN SUCH POINTS
AND EXISTING GRADES.
B. GRADING OUTSIDE BUILDING LINES: GRADE AREAS ADJACENT TO BUILDING
LINES TO DRAIN AWAY FROM THE STRUCTURES AND TO PREVENT PONDING.
FINISH SURFACES FREE FROM IRREGULAR SURFACE CHANGES, AND AS FOLLOWS:
1. LAWN OR UNPAVED AREAS: FINISH AREAS THAT ARE TO RECEIVE TOPSOIL TO
WITHIN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATIONS.
LAWNS SHALL BE GRADED SO THAT NO PONDING OCCURS. THE GRADING OF
LAWNS WILL BE UNACCEPTABLE IF PONDING OCCURS.
2. WALKS: SHAPE THE SURFACE OF AREAS UNDER WALKS TO LINE, GRADE AND
CROSS-SECTION, WITH FINISH SURFACES NOT MORE THAN 0.10 FEET ABOVE OR
BELOW THE REQUIRED SUBGRADE ELEVATION.
3. PAVEMENTS: SHAPE THE SURFACE OF AREAS UNDER PAVEMENTS TO LINE,
GRADE AND CROSS-SECTION, WITH THE FINISH SURFACE NOT MORE THAN 0.10
FEET ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATION. PAVEMENTS
MUST DRAIN SO THAT NO WATER PONDING OCCURS. IF PONDING OCCURS, THE
PAVING WILL BE UNACCEPTABLE.
C. GRADING SURFACE OF FILL UNDER BUILDING SLABS: GRADE SMOOTH AND
EVEN, FREE OF VOIDS, AND COMPACT AS SPECIFIED TO THE REQUIRED ELEVATION.
PROVIDE FINAL GRADES WITHIN A TOLERANCE OF 1/2 INCH WHEN TESTED WITH A
10 FOOT STRAIGHTEDGE.
Erosion Details
C8-04
06/01/2018
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348
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
E-004LAST REVISED 6/12/20132013 TRUDELL CONSULTING ENGINEERS
STABILIZED CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATIONS
1.STONE SIZE - USE 4-8" CRUSHED STONE, OR RECLAIMED OR
RECYCLED CONCRETE EQUIVALENT.
2.LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE
LOT WHERE A 30' MINIMUM LENGTH APPLIES).
3.THICKNESS - NOT LESS THAN 8".
4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE
FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS.
TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.
5.GEOTEXTILES MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO
PLACING OF STONE.
6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED
TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM
WITH 5:1 SLOPES WILL BE PERMITTED.
7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED,
DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY
MUST BE REMOVED IMMEDIATELY AND DISPOSED OF IN
ACCORDANCE WITH THE EPSC PLANS. (i.e. PLACED IN A SOIL
STOCKPILE OR AREA WHERE IT CAN BE STABILIZED PER EPSC
DETAILS). IF SWEEPING IS THE CHOSEN METHOD FOR REMOVAL
THE SWEPT MATERIAL MUST BE COLLECTED AND DISPOSED OF AS
STATED ABOVE.
8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE
PROVIDED ACCORDING TO PERMIT REQUIREMENTS BASED ON
SITE CONDITIONS, WEATHER AND FLOW OF TRAFFIC.
PUBLIC ROADWAY
PROFILE
EXCAVATION SITE
PLAN
SEE CONSTRUCTION
SPECIFICATION 4
4-8" CRUSHED STONE AGGREGATE
PLACED ON GEOTEXTILE FABRIC
4" ABOVE EXISTING GRADE
4" BELOW EXISTING GRADE 50'VARIESR=12'8"EXCAVATION SITE
EXISTING
GRADE
GEOTEXTILE FABRIC
SD-038
3/8" = 1'-0"
LAST REVISED 08/09/20132013 TRUDELL CONSULTING ENGINEERS
TYPICAL GALVANIZED FENCE WITH GATE
10' MAX.
GALVANIZED FENCE WITH
GREEN SLATS
CENTER POST GATE STOP
HINGED GATE PANEL
10' MAX.
POST FOOTING TYPICAL HEIGHT VARIES(REFER TO SITE PLAN)GROUND
LINE
----Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
EPSC Low Risk
Sheet 1
C8-05
06/01/2018
N/A
17-119
RMP
JAD
JPP
348
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
----Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
EPSC Low Risk
Sheet 2
C8-06
06/01/2018
N/A
17-119
RMP
JAD
JPP
348
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
50' CL
A
S
S
II
WETLAN
D
B
U
F
F
E
R
PROPOSED
2-STORY BUILDING
BASEMENT FFE = 298.1
1ST FLOOR FFE = 308.1
2ND FLOOR FFE = 319.18
7.0'
PROPOSED STREET BENCH PER
DETAIL ON LANDSCAPE PLAN
PAVED
DRIVE
GV
BROOKWOOD DRIVEDORSET STREET
225 DORSET STREET
GARAGE
2 BROOKWOOD DRIVE
+++++++++++++++++++++++++++++
4 PO
8 SP
4 TON
1 MDW1 MDW
8 TO
2 JSB
1 JSB
3 JSB
1 AR
4 PO
4 PO
7 TON
5 TO
1 AR
3' x 5' TREE PIT FENCE
(SEE DETAIL THIS SHEET)
ALL GRASSED AREAS TO
HAVE MINIMUM 4" TOPSOIL
SNOW
STORAGE
AREA
EXISTING DRIVEWAY PAVEMENT
TO BE REMOVED AND REPLACED
WITH GRASS. CURB TO BE INSTALLED
6' HIGH WHITE VINYL
PRIVACY FENCE PER
DETAIL ON LANDSCAPE PLAN
5 TO
3 SP
1 MDW
3 PO 3 SP1 SP3 SP
PROPOSED GARDEN BENCH
2 JSB
Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
0
Feet
Graphic Scale
10 10 20 30 40
1 08/08/18 JADPer Town Comments
----(321) 0570-00321
(325) 0570-000325
----1" = 10'
17-119
RMP
JAD
JPP
348
PROJECT LOCATION
06/01/2018
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
L-001LAST REVISED 03/15/20132013 TRUDELL CONSULTING ENGINEERS
TREE PLANTING DETAIL
4" SAUCER RIM
BACKFILL WITH EXCAVATED
MATERIAL. IF SOIL IS
PREDOMINATELY
CLAY OR GRAVEL
INCORPORATE
ORGANIC MATERIAL AS
DIRECTED AND APPROVED
BY LANDSCAPE ARCHITECT
PLANT PIT WIDTH
3X BALL DIA.
NOTES:* STAKE ONLY IN EXTREMELY
WINDY CONDITIONS AS APPROVED
BY LANDSCAPE ARCHITECT
* IF KNOWN, PLANT THIN BARKED TREES
WITH THE SAME SUN ORIENTATION OR
WRAP WITH WHITE POLYPROPYLENE WRAP
* BURLAP:
LOOSEN, CUT, & REMOVE NATURAL
BURLAP FROM TOP 1/2 OF ROOT BALL.
REMOVE SYNTHETIC BURLAP
* WIRE BASKETS:
CUT AWAY BOTTOM RINGS.
PARTIALLY BACKFILL THEN REMOVE
REMAINING WIRE.
* PLANT TREE TO EXPOSE ROOT FLARE,
MAIN ORDER ROOT, AND IN SAME
ORIENTATION AS TREE WAS GROWN.
DO NOT PLANT TOO DEEP
* 3" LAYER SHREDDED BARK MULCH
(TO BE APPROVED BY LANDSCAPE
ARCHITECT) OVER PERMEABLE WEED
FABRIC. DO NOT PLACE NEXT TO
TREE TRUNK6" CLEARANCE
2' DIA.
MULCH RING
SLOPE GROUND
TO DRAIN
DIG TREE PIT ONLY AS
DEEP AS ROOT BALL
L-002LAST REVISED 03/15/20132013 TRUDELL CONSULTING ENGINEERS
BALL AND BURLAP SHRUB
FROM TOP 1/3 OF ROOT BALL
*LOOSEN, CUT, & REMOVE BURLAP
CONTINUOUS WHEN USED IN BEDS.
WEED BARRIER FABRIC TO BE
*SHREDDED BARK MULCH AND
GROWN
WHICH SHRUB HAD PREVIOUSLY
*PLANT SHRUB AT SAME DEPTH AT
ARCHITECT) OVER PERMEABLE WEED
(TO BE APPROVED BY LANDSCAPE
3" LAYER SHREDDED BARK MULCH
3" SAUCER RIM
FABRIC. DO NOT PLACE CLOSE TO
MAIN STEM.
PLANT PIT WIDTH 3X
BALL DIA.
NOTES:
BACKFILL WITH EXCAVATED
MATERIAL. IF SOIL IS PREDOMINATELY
CLAY OR GRAVEL INCORPORATE
ORGANIC MATERIAL AS DIRECTED
AND APPROVED BY LANDSCAPE
ARCHITECT
L1-01
Landscape Plan3.0'5.0'
OR APPROVED EQUAL
OR APPROVED EQUAL
DORSET STREET BENCH DETAIL FENCE DETAIL
PLANT LIST
2 08/23/18 JADBike Rack & Tree Locations
L-013LAST REVISED 08/20/20182018 TRUDELL CONSULTING ENGINEERS
TREE FENCE AT TREE PIT
BITUMINOUS PAVEMENT
4.0'
TYPICAL 4' W X 9' L
5.25"5.00"18"TOP RAIL - 2" MOLDED STEEL BARS
PICKETS - 1/2" X 1/2" SOLID STEEL
BARS
ABOVE GRADE POST 1"X1"X1/8"
THICK STEEL TUBING 18" ABOVE & 18"
BELOW GROUND
BOTTOM RAIL 1"X1/2"X1/8" STEEL
CHANNEL PUNCHED TO ACCEPT
PICKETS
MID RAIL 1"X1/2"X1/8" STEEL CHANNEL
PUNCHED TO ACCEPT PICKETS
CONCRETE OR GRANITE CURBING
3"8"5.75"4 1/2" O RING
NOTES:
1. TREE FENCE SHALL BE THREE SIDED, WITH OPEN
SIDE TOWARDS THE CURB
2.ORNAMENTAL TREE FENCE MATERIALS AND
CONSTRUCTION PER ASTM F2814 -09(2015)
3. ADDITIONAL POSTS REQUIRED ALONG THE
LENGTH (9FEET) AT MID-POINT OF TREE OPENING 1.50"CONCRETE
SIDEWALK
18"SIDEWALK SIDE
(CLOSED)CURB SIDE
(OPEN)
SEE TREE
PLANTING
DETAIL
CONCRETE FOOTING NOTES:
STRENGTH: 3000 PSI WITH A SLUMP OF 3
INCHES AIR ENTRAINMENT: 5 PERCENT TO
3(5&(17$**5(*$7(6,=( ô,1&+0$;
MORTAR COMPRESSIVE STRENGTH AT 28
DAYS: 4,400 PSI MEETS ASTM C 150, TYPE 1
FINISHED CONCRETE SHALL BE 2 INCHES
BELOW EXISTING GRADE AND PITCHED TO
DIRECT WATER AWAY FROM POSTS.
10.00"24"2"
PROPOSED
2-STORY BUILDING
BASEMENT FFE = 298.1
1ST FLOOR FFE = 308.1
2ND FLOOR FFE = 319.18
PAVED
DRIVE BROOKWOOD DRIVEDORSET STREET
0.71.41.92.00.01.50.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.20.30.40.20.20.40.60.30.90.10.00.00.00.00.00.10.30.32.01.21.20.90.51.31.70.10.40.00.00.70.60.00.10.22.91.60.01.33.42.73.20.22.91.13.21.10.50.00.20.10.00.00.10.10.30.81.83.32.82.01.11.11.41.91.40.80.50.20.10.00.10.20.61.01.31.71.41.00.80.90.80.30.80.70.50.20.10.00.10.41.11.80.60.00.70.80.30.90.20.91.00.90.40.11.40.50.10.72.73.30.40.81.41.71.81.32.41.50.50.00.20.00.03.20.00.00.10.90.11.71.11.62.40.02.01.40.10.10.00.20.80.00.00.01.90.10.00.00.40.10.10.30.00.00.20.10.01.62.21.10.00.00.00.00.00.00.00.710.00.20.00.00.10.10.30.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.50.5110
Feet
Graphic Scale
10 10 20 30 40
Sheet Title
Project Title
Use of These Drawings
Project Reference:Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVILJENNIFER ANN DESA
U
T
E
LSSTATE O F VER
M
ONT
PROF
E
SSIONA L E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions. If unsure, please contact TCE.
PLANNING ENVIRONMENTAL
TAX ID:
1 08/08/18 JADPer Town Comments
06/01/2018
1" = 10'
17-119
RMP
JAD
JPP
348
----(321) 0570-00321
(325) 0570-000325
NOTES:
1. AREA LIGHT AND BUILDING LAYOUT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED
FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY.
2. DISCREPANCIES BETWEEN L2-01 AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS SHOULD BE BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION.
3. QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC CONTRACTOR PRIOR TO
ORDERING.
LEGEND
0.1 FOOTCANDLES (fc)
0.5 FOOTCANDLES (fc)
1.0 FOOTCANDLES (fc)
LI-001LAST REVISED 07/18/20132013 TRUDELL CONSULTING ENGINEERS
TYPICAL LUMINAIRE
GRASS AREAS
PAVED AREAS
A:MOUNT HEIGHT VARIES.
REFER TO LIGHTING PLAN
B:BASE DEPTH 6 FT. MIN.
FOR UP TO 20 FT. MOUNT HEIGHT. 8
FT. MIN. FOR UP TO 30 FT.
C:PRECAST FOOTING DIAMETER
DETERMINED BY BASE PLATE
NOTE:
BOLT PATTERN, CONDUIT SIZE AND
GROUNDING TO BE DETERMINED BY
LIGHTING/ELECTRIC CONTRACTOR
Bȭ 24"AMOUNT HEIGHT VARIESAMOUNT HEIGHT VARIESC BREFER TO LIGHTING PLAN FOR
FIXTURE STYLE & WATTAGE
PAINT EXPOSED FOOTING YELLOW4"CLASS B CONCRETE FOOTING
LI-007LAST REVISED 04/09/2018TRUDELL CONSULTING ENGINEERS
LUMINARIE FOOTING
BASE PLATE
GROUNDING BUSHING (2 PCS)
LIGHT POLE
HAND HOLE AND COVER
GROUNDING TERMINAL
NOTES:
1.FOOTING DIMENSIONS DEPENDENT ON ACTUAL
FIXTURE USED.
2.SEE MANUFACTURER'S SPECS FOR BOLT PATTERN
LAYOUT.
3.CONTRACTOR SHALL VERIFY FOOTING SIZE
MEETS THE APPROPRIATE CODES FOR HEIGHT OF
POLES SHOWN.5'-0"24" MIN.COVERSTEEL ANCHOR BOLTS
FINISHED GRADE
1/2" PVC CONDUIT
3/4" PVC SCH 40 OR RIGID
GALVANIZED STEEL (2 PCS)
GROUND18"6"2.0 FOOTCANDLES (fc)
Lighting Plan
L2-01
06/01/2018
1" = 10'
17-119
RMP
JAD
JPP
348
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont----Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone #1 0.6 fc 3.4 fc 0.0 fc N/A N/A
Stat Zone # 1 1.5 fc 3.4 fc 0.4 fc 8.5:1 3.8:1
Schedule
Symbol Label Quantity Manufactur
er
Catalog
Number Description Lamp Wattage
A 2 GE
LIGHTING
EANB_A4740
______
EVOLVE LED
AREA - EANB LED 44
B 4 RAB
LIGHTING -
WPLED10 Wallpack LED 13.2
C 4 AAL MINI ME1-
9SO-CP
Mini eSconce
Downlight LED 12
D 3 PHILIPS
GARDCO
111L-16L-
350-NW-G2-4
111 Mini
Sconce Wallpack LED 18
2 08/23/18 JADBike Rack