DRAWINGS.pdf.crdownload

CONTRACT DRAWINGS:

NO. TITLE

G0.00 Cover Sheet G0.01 Code Sheet G0.02 Site Logistics Plan

SV1.01 Topographic Survey of Holmes Drive C1.01 Site Layout Plan C1.02 Grading Plan C1.03 Soil Erosion and Sediment Control Plan C1.04 Soil Erosion and Sediment Control Notes and

Details C2.01 Landscape Plan C2.02 Landscape Notes and Details C3.01 Site Details

A1.01 Gate Details

D1.00 Basement Demolition Plan D1.01 First Floor Demolition Plan D1.02 Second Floor Demolition Plan D1.03 Attic Demolition Plan D1.04 Roof Demolition Plan D3.01 North & West Demolition Elevations D3.02 South & East Demolition Elevations

SITE PLAN - NOT TO

SCALE

LOCATION PLAN

DEPARTMENT OF VETERAN AFFAIRS

RONALD P. WELCH, BRIGADIER GEN., USA (RET.)

COMMISSIONER

MSVC IMMEDIATE EXPANSION OF IN-GROUND

CREMATED REMAINS BURIAL PLOTS

317 AND 197 BOW LANE

MIDDLETOWN, CT

ARCHITECT

MAIER DESIGN GROUP LLC

34 SEQUASSEN STREET

HARTFORD, CT, 06106

(860) 293−0093

CIVIL ENGINEER

SOLLI

501 MAIN STREET

MONROE, CT, 06468

(203) 880−5455

MIDDLETOWN

DAS PROJECT NO. BI−C−307

FAI NO. CT−24−05

7/15/2026 BID SET

Eric Lachapelle

MDG CT CORP

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

G0.01

N/A

CODE SHEET

DEPARTMENT OF ADMINISTRATIVE SERVICES

STATE OF CONNECTICUT

RFB

15 JULY 2026

34 SEQUASSEN STREET

Maier Design Group llc

HARTFORD, CT

25055_G001 BI-C-307 / FAI NO:CT-24-05

EAL

MSVC IMMEDIATE EXPANSION OF

IN-GROUND CREMATED REMAINS

BURIAL PLOTS

197 AND 317 BOW LANE

MIDDLETOWN, CT

project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

G0.02

N/A

SITE LOGISTICS PLAN

DEPARTMENT OF ADMINISTRATIVE SERVICES

STATE OF CONNECTICUT

RFB

15 JULY 2026

34 SEQUASSEN STREET

Maier Design Group llc

HARTFORD, CT

25055_G002 BI-C-307 / FAI NO:CT-24-05

EAL

MSVC IMMEDIATE EXPANSION OF

IN-GROUND CREMATED REMAINS

BURIAL PLOTS

197 AND 317 BOW LANE

MIDDLETOWN, CT

SCALE:

SITE LOGISTICS PLAN

NOT TO SCALE 1

N

W

S

E L O G I S T I C S N O T E S :

1. The proposed work for Project BI-C-307, MSVC immediate expansion of in-ground cremated remains Burial Plots, WILL / WILL NOT be Phased.

2. The Contractor's vehicles, equipment and deliveries shall enter the property via off of Bow Lane to Access Road and exit the property via Access Road onto Bow Lane.

3. The Contractor will be allotted exterior space for a dumpster, portable toilet, lay-down, staging and storage off of Access Road.

4. The Contractor shall have access to the Project Site and Access Road for the movement of materials into the Project Site. The Contractor shall coordinate use of these facilities with the Building Management, Facilities and Project Manager.

5. The Contractor shall provide temporary signage directing occupants to the nearest exit whenever the work blocks an egress path. Refer to Egress Plans for locations of designated means of egress stairwells.

6. The Contractor's designated Waste Removal subcontractor shall enter and exit the property via the Access Road off of Bow Lane.

7. The Contractor shall protect and make safe the locations provided for their use as directed by the Project Manual.

8. The Contractor shall park their vehicles along Holmes Drive Circle. The Contractor shall not cut across the properties located on Holmes Drive Circle when walking to the project site.

COTTAGE 22

LOCATION OF WORK

PROJECT SIGN

CONNEX BOXES

CONTRACTOR

LAYDOWN SPACE

FENCE

COLUMBARIUM

H O

LM

E

S D

R C

IR

BOW LANE

H O

LM

E

S D

R

STATE VETERANS CEMETERY

A C

C E

S S

R O

A D

CONTRACTOR PARKING

GENERAL SURVEY NOTES

MAP REFERENCES

LOCATION MAP

SCALE: 1"=800'

TS

, H

O

LM

E S

D R

IV

E

M .B

.L :4

2-

, M

ID

D

LE

TO

W N

, C T.

LEGEND

CAD no.

12 JAN 2026

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

IN-GROUND CREMATED REMAINS

MSVC IMMEDIATE EXPANSION OF

BI-C-307

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

MIDDLETOWN, CONNECTICUT

BURIAL PLOTS

15 RESEARCH DRIVE, SUITE 3

ACCURATE LAND SURVEYING, LLC

WOODBRIDGE, CONNECTICUT

KAH

1" = 20'

BPN

SV1.011671 Work.dwg

TOPOGRAPHIC SURVEY OF

BOW LANE

HOLMES DRIVE M.B.L:42-0105

MIDDLETOWN, CONNECTICUT

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317 BOW LANE N/F STATE OF CONNECTICUT VETS CEMETERY

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M.B.L:42-0105 HOLMES DRIVE N/F STATE OF CONNECTICUT CONNECTICUT VALLEY HOSPITAL

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BOW LANE

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AutoCAD SHX Text 12"rcp

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WV

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SNET #327

AutoCAD SHX Text catch basin gr:169.1 inv:163.9(S) inv:163.5(W) inv:163.2(E)

AutoCAD SHX Text catch basin gr:169.1 inv:164.5(N) inv:163.7(SE)

AutoCAD SHX Text catch basin gr:169.9 inv:164.8(SW) inv:164.5(NW)

AutoCAD SHX Text catch basin gr:171.4 inv:166.6(W) inv:166.6(NE)

AutoCAD SHX Text catch basin gr:171.4 inv:167.1(S) inv:166.7(E)

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AutoCAD SHX Text catch basin gr:171.4 inv:167.1(SW) inv:167.0(W) inv:164.8(E)

AutoCAD SHX Text catch basin gr:174.8 inv:170.7(W) inv:170.4(E)

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SNET #325

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SNET #324

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1111 SILVER STREET N/F STATE OF CONNECTICUT CT JUVENILE TRAINING SCHOOL

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TWO STORY BRICK DWELLING FF:178.3

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TWO STORY BRICK DWELLING

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LIMIT OF TOPO

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LIMIT OF TOPO

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LIMIT OF TOPO

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AutoCAD SHX Text dmh rim:178.1

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AutoCAD SHX Text 24" maple

AutoCAD SHX Text 26" birch

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CONNECTICUT GEODETIC SURVEY (CTGS)

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1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATION OF CONNECTICUT THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATION OF CONNECTICUT STATE AGENCIES, SECTION 20-300b-1 THROUGH 20-300b-20, EFFECTIVE OCTOBER 26, 2018, AND THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 2. THE BOUNDARY DETERMINATION SHOWN HEREON IS CONSIDERED A RESURVEY. THE BOUNDARY DETERMINATION SHOWN HEREON IS CONSIDERED A RESURVEY. 3. THE SURVEY CONFORMS TO HORIZONTAL CLASS A-2 ACCURACY STANDARDS. VERTICAL DATA THE SURVEY CONFORMS TO HORIZONTAL CLASS A-2 ACCURACY STANDARDS. VERTICAL DATA HE SURVEY CONFORMS TO HORIZONTAL CLASS A-2 ACCURACY STANDARDS. VERTICAL DATA CONFORMS TO CLASS V-2 STANDARDS. TOPOGRAPHIC DATA CONFORMS TO CLASS T-2 STANDARDS. CONTOURS AND ELEVATIONS REFER TO NAVD 88 DATUM. 4. BEARINGS, COORDINATES AND ELEVATIONS ARE DERIVED FROM THE CONNECTICUT GEODETIC SURVEY BEARINGS, COORDINATES AND ELEVATIONS ARE DERIVED FROM THE CONNECTICUT GEODETIC SURVEY (CTGS) VIA GPS TECHNOLOGY AND CONVENTIONAL SURVEY METHODS. 5. THIS IS A TOPOGRAPHIC SURVEY. THE PURPOSE OF WHICH IS TO SHOW EXISTING CONDITIONS IN A THIS IS A TOPOGRAPHIC SURVEY. THE PURPOSE OF WHICH IS TO SHOW EXISTING CONDITIONS IN A DESIGNATED AREA. 6. PROPERTY IS ALSO KNOWN AS CITY OF MIDDLETOWN TAX LOT 0105 ON ASSESSORS MAP 42. PROPERTY IS ALSO KNOWN AS CITY OF MIDDLETOWN TAX LOT 0105 ON ASSESSORS MAP 42. 7. PROPERTY LIES IN ZONING DISTRICT "ID". PROPERTY LIES IN ZONING DISTRICT "ID". 8. PROPERTY LIES WITHIN FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON FEMA FIRM PROPERTY LIES WITHIN FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON FEMA FIRM MAP 09007C0117G, EFFECTIVE DATE AUGUST 28, 2008. 9. THE LOCATION OF UNDERGROUND UTILITIES SHOULD BE CONSIDERED APPROXIMATE AND OTHER THAN THE LOCATION OF UNDERGROUND UTILITIES SHOULD BE CONSIDERED APPROXIMATE AND OTHER THAN DEPICTED HEREON, IF ANY, IS UNKNOWN.

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1. PLAN ENTITLED "PROPERTY OF CONNECTICUT VALLEY HOSPITAL MIDDLETOWN, CONNECTICUT TO BE PLAN ENTITLED "PROPERTY OF CONNECTICUT VALLEY HOSPITAL MIDDLETOWN, CONNECTICUT TO BE TRANSFERRED TO VETERANS HOME & HOSPITAL COMMISSION ROCKY HILL, CONNECTICT". SCALE 1"=40'. DATED: OCTOBER 20, 1981. BY HALLISEY & HERBERT. ON FILE IN THE CITY OF MIDDLETOWN CLERK'S OFFICE AS MAP 47. 2. PLAN ENTITLED "STATE OF CONNECTICUT PUBLIC WORKS BOUNDARY SURVEY FOR 8.18 ACRE PARCEL PLAN ENTITLED "STATE OF CONNECTICUT PUBLIC WORKS BOUNDARY SURVEY FOR 8.18± ACRE PARCELCONNECTICUT VALLEY HOSPITAL MIDDLETOWN, CONNECTICUT MAP SHOWING LAND PROPOSED TO BE TRANSFERRED FROM THE STATE OF CONNECTICUT TO THE CITY OF MIDDLETOWN". SCALE 1"=100'. DATED: JUNE 26, 1996. LAST REVISED: JULY 8, 1996. BY PURCELL ASSOCIATES. ON FILE IN THE CITY OF MIDDLETOWN CLERK'S OFFICE AS MAP 66-98. 3. PLAN ENTITLED "STATE OF CONNECTICUT DEPARTMENT OF ADMINISTRATIVE SERVICES PLAN ENTITLED "STATE OF CONNECTICUT DEPARTMENT OF ADMINISTRATIVE SERVICES PROPERTY/BOUNDARY SURVEY APPEARANCE IMPROVEMENTS TO THE MIDDLETOWN STATE VETERANS CEMETERY 317 BOW LANE MIDDLETOWN, CONNECTICUT". SCALE 1"=40'. DATED: FEBRUARY 16, 2017. BY FUSS & O'NEILL. ON FILE IN THE CITY OF MIDDLETOWN CLERK'S OFFICE AS MAPS 11-2017 & 12-2017. 4. PLAN ENTITLED "PROPERTY BOUNDARY SURVEY DEPICTING LOT LINE REVISION PROPERTIES OWNED BY PLAN ENTITLED "PROPERTY BOUNDARY SURVEY DEPICTING LOT LINE REVISION PROPERTIES OWNED BY MEDICAL DEVELOPMENT AFFILIATES, LLC & STANDPIPE, LLC ASSESSOR'S PARCELS: 42/0101 & 42/0286 SAYBROOK ROAD & STANDPIPE ROAD MIDDLETOWN, CONNECTICUT". SCALE 1"=60'. DATED: SEPTEMBER 21, 2020. BY JACKOWIAK LAND SURVEYING. ON FILE IN THE CITY OF MIDDLETOWN CLERK'S OFFICE AS MAP 20-2020.

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STREET

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ST.

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STREET

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FRISSELL

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MC KENZIE

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EVERGREEN

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ST.

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ST.

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ST.

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ST.

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GARDEN

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LAUREL

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LINDEN

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ST.

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ROBERTS

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STREET

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AVE.

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CIR.

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CIR.

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FRIS

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BIE

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RD.

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DENISON

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EVERGR

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BOW

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STREET

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ROAD

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WALL

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ST.

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FRISBIE

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SAYBROOK

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BAER

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DUNHAM ST.

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ST.

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AVE.

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HILLSIDE

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HILLSIDE

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CT.

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RUS

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SELL

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AVE.

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DR.

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PL.

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MAIN

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EASTERN

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STANDPIPE

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RD.

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LANE

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FAIRCHILD RD.

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SILVERMINE

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BOW

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NORTH

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HIGHMEADOW

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ST.

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DRIVE

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VIRGINIA

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BIDWELL TER.

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CT.

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FOWLER AVE.

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TER.

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DR.

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HARVEY

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DR.

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CHASE

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CIR.

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DR.

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HOLMES

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DR.

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HARVEY

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DR.

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DAVIS

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DR.

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DR.

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JOYCE

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DR.

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O'BRIEN

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CONNECTICUT VALLEY

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HOSPITAL

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SITE

AutoCAD SHX Text TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.

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BRYAN P. NESTERIAK, PE, LS 23556

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SUSTINET

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QUI

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TRANSTULIT

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AutoCAD SHX Text THIS DOCUMENT, THE IDEAS, AND DESIGN INCORPORATED HEREON IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND THE PROPERTY OF ACCURATE LAND SURVEYING, LLC. AND IS NOT TO BE REPRODUCED OR USED IN WHOLE OR IN PART FOR ANY EXTENSION OF THIS PROJECT OR FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ACCURATE LAND SURVEYING, LLC. THIS DRAWING IS NOT A FINAL AND VALID DOCUMENT WITHOUT A SIGNATURE OF THE CERTIFYING PROFESSIONAL AND A LIVE WET STAMP OR EMBOSSED SEAL.

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AutoCAD SHX Text Conn. Hwy. Dept. Monument

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INV:

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AutoCAD SHX Text Iron Pipe

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AutoCAD SHX Text C.H.D.

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AutoCAD SHX Text Monument

AutoCAD SHX Text Wetland Setback

AutoCAD SHX Text Evergreen Tree

AutoCAD SHX Text Deciduous Tree

AutoCAD SHX Text Swamp or Wetlands

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Reinforced Concrete Pipe

AutoCAD SHX Text Corrugated Metal Pipe

AutoCAD SHX Text Percolation Test Location

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PT A

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TP 100

AutoCAD SHX Text Watercourse

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AutoCAD SHX Text Chain Link or Split Rail Fence

AutoCAD SHX Text Water main (existing)

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AutoCAD SHX Text Underground Storm Drain Pipes

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SD

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AutoCAD SHX Text Existing Catch Basin/Pipe

AutoCAD SHX Text Property Line (adjoining)

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AutoCAD SHX Text Easement Line

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AutoCAD SHX Text Wetland Limit

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GG

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WL

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AutoCAD SHX Text Base Flood Elevation

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BFE:

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NEW PROPERTY LINE (TYP.)

EXISTING PROPERTY LINE

TO BE ERADICATED (TYP.)

CREMATION PLOT SETBACK

LINE (TYP.)

4'x4' CREMATION PLOT (TYP.)

20'

11.4'

10'

36.4'

±160 LF - EXTENSION OF 6' HIGH WHITE

VINYL FENCE WITH 16' WIDE SWING

DOUBLE GATE ACROSS MAINTENANCE

SERVICE ROAD. REMOVE CURBING AS

NEEDED FOR GATE INSTALLATION (TYP.)

CLOSURE OF EXISTING DRIVEWAY CURB

CUT WITH BITUMINOUS CONCRETE

CURBING TO MATCH EXISTING CURB

EXISTING STRUCTURE TO BE

DEMOLISHED. SEE SHEET C1.03

5' WIDE CONCRETE SIDEWALK

EXISTING MAINTENANCE

SERVICE ROAD

14.3'

379 PLOTS

263 PLOTS

469 PLOTS

399 PLOTS

1510 TOTAL PLOTS

4' WIDE IRRIGATION AISLE (TYP.)

CONNECT FENCE TO END OF

EXISTING FENCE

REPLACE EXISTING ACCESS GATE

WITH WROUGHT IRON DOUBLE

SWING GATE AND STONE PILLARS.

REFER TO ARCHITECTURAL PLANS

FOR DETAILS.

APPROXIMATE LOCATION OF

EXISTING IRRIGATION

HANDHOLE FOR WATER SUPPLY

APPROXIMATELY 0.99 AC OF DISTURBANCE

12'

4'

IRIGATION SPRINKLER HEAD (TYP.)

APPROXIMATE LOCATION OF

EXISTING UNDERGROUND

DETENTION SYSTEM (TYP.)

FOUR (4) CONCRETE BLOCK STORAGE

BAYS AT 11' WIDE x 17' DEEP ON

CONCRETE PAD (TYP.)

15'

4'

CONEX CONTAINERS TO BE

RELOCATED BY AGENCY PRIOR TO

PROJECT COMMENCEMENT (TYP.)

RECONNECT SPRINKLER TO

EXISTING IRRIGATION LINE

4'

EXISTING MAINTENANCE BUILDING

5.3'

RELOCATION OF IRRIGATION VALVE

9.4'

IRRIGATION LINE (TYP.)

WATER JUG FILLER

TWO TRASH CANS

PROVIDED BY AGENCY

EXISTING SPRINKLER HEAD

LOCATION (TYP.)

EXISTING IRRIGATION LINE

VALVE LOCATION (TYP.)

PAVEMENT SAWCUT LINE

8'

7'

20'

4" x 4" x 30" CONCRETE

SURVEY MONUMENT (TYP.)

4'

4'

4'

4'

4'

4'

8'

LEGEND

PROPERTY LINE

ADJOINING LOT LINE

CREMATION PLOT SETBACK

BITUMINOUS CONCRETE CURB

WHITE VINYL FENCE

CONCRETE SIDEWALK / PAVEMENT

LIMIT OF DISTURBANCE

CONCRETE BLOCK WALL

IRRIGATION WATER LINE

IRRIGATION SPRINKLER HEAD

PAVEMENT SAWCUT LINE

4" x 4" MONUMENT MARKER

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

IN-GROUND CREMATED REMAINS

MSVC IMMEDIATE EXPANSION OF

BI-C-307 / FAI NO. CT-24-05

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

MIDDLETOWN, CONNECTICUT

BURIAL PLOTS

993 FARMINGTON AVENUE

SOLLI ENGINEERING, LLC

WEST HARTFORD, CONNECTICUT

BOW LANE

C1.01

PAR

VER

1" = 20'

15 JULY 2026

25116101-2.11.dwg

SITE LAYOUT PLAN

201020 0

1. EXISTING BOUNDARY AND TOPOGRAPHY IS BASED ON DRAWING TITLED " TOPOGRAPHIC SURVEY OF HOLMES DRIVE M.B.L.:42-0105 MIDDLETOWN, CONNECTICUT" SCALE 1" = 20" DATED 12 JAN 2026 BY

ACCURATE LAND SURVEYING, LLC.

2. ALL CONSTRUCTION SHALL COMPLY WITH PROJECT SPECIFICATION MANUAL; MSVC IMMEDIATE

EXPANSION OF IN-GROUND CREMATED REMAINS BURIAL PLOTS, BOW LANE, MIDDLETOWN, CT,

PROJECT NO.: BI-C-307 , FAI NO. CT-24-05, PHASE II OF THE MIDDLETOWN STATE VETERANS' CEMETERY, MIDDLETOWN, CT. , AND CONNECTICUT DEPARTMENT OF ADMINISTRATIVE SERVICES (DAS) DIVISION OF CONSTRUCTION SERVICES (DCS) STANDARDS AND SPECIFICATIONS IN THE ABOVE REFERENCED INCREASING HIERARCHY. IF SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL APPLY. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE

OSHA, FEDERAL, STATE AND LOCAL REGULATIONS.

3. THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY

GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL TOWN

CONSTRUCTION PERMITS, INCLUDING CONNECTICUT DOT PERMITS AND SEWER AND WATER

CONNECTION PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF

INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK.

4. REFER TO PLANS BY SOLLI ENGINEERING, DETAILS AND PROJECT MANUAL FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE CIVIL ENGINEER IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO BIDDING. ANY CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE CONFIRMED WITH

THE OWNER'S CONSTRUCTION MANAGER PRIOR TO BIDDING.

5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIALS PER PLANS AND

SPECIFICATIONS TO THE OWNER AND CIVIL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO

FABRICATION OR DELIVERY TO THE SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW.

6. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND

CONSTRUCTION DETAILS OF INFRASTRUCTURE.

7. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE CIVIL ENGINEER IMMEDIATELY FOR DIRECTIONS

BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.

8. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR

AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.

9. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING AS

APPLICABLE UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE

OUTSIDE FACE OF THE STRUCTURE.

10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF

VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES, TRAFFIC CONTROLLERS AND UNIFORMED TRAFFIC OFFICERS AS REQUIRED OR AS ORDERED BY THE ENGINEER OR AS REQUIRED BY THE LOCAL GOVERNING AUTHORITIES OR AS REQUIRED BY PERMIT STIPULATIONS.

11. REFER TO DETAIL SHEETS FOR PAVEMENT, CURBING, AND SIDEWALK INFORMATION.

12. THE CONTRACT LIMIT IS THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE

CONTRACT DRAWINGS.

13. THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY COMPANY FEES SHALL BE PAID FOR

BY THE CONTRACTOR.

14. THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS OR SIGNAGE DISTURBED DURING CONSTRUCTION TO THEIR

ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE CIVIL ENGINEER.

15. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING

UNDERGROUND UTILITIES) TO THE OWNER AT THE END OF CONSTRUCTION.

16. THE ARCHITECT AND ENGINEER ARE NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ARCHITECT AND ENGINEER HAVE NO CONTRACTUAL DUTY

TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES,

SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR

RESPONSIBILITY.

17. THE CONTRACTOR SHALL COMPLY WITH CFR 29 PART 1926 FOR EXCAVATION TRENCHING AND

TRENCH PROTECTION REQUIREMENTS.

18. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF

REVIEWED AND APPROVED BY THE OWNER, CIVIL ENGINEER, AND APPROPRIATE REGULATORY

AGENCY PRIOR TO INSTALLATION DURING THE BIDDING PROCESS.

SITE PLAN NOTES

SITE LAYOUT PLAN

C1.01

PROPERTY LINE

(TYP.)

EXISTING PROPERTY LINE

TO BE ERADICATED (TYP.)

CREMATION PLOT

SETBACK LINE (TYP.)

EXISTING CATCH BASIN AND PIPE TO BE

REMOVED

172.50

2.2

1.8%

178.26

24" DIAMETER YARD DRAIN (YD-2)

TF = 172.50

INV = 169.50

26 LF - 12" HDPE @S = 3.8%

CONNECT 12" HDPE TO EXISTING

CATCH BASIN AT

INV(W) = 168.40

APPROXIMATELY 0.99 AC OF DISTURBANCE

178.13

1.3

24" DIAMETER YARD DRAIN (YD-1)

TF = 172.00

INV = 168.50

6 LF - 12" HDPE @S = 1.7%

2.2

2.2%

TW: 177.34

BW: 173.34

TW: 177.34

BW: 173.34

176.80 176.95

176.96

APPROXIMATE LOCATION OF

EXISTING UNDERGROUND

DETENTION SYSTEM (TYP.)

173.34

173.34

173.34

173.34

MAJOR CONTOURS

MINOR CONTOURS

568.85 PROPOSED SPOT ELEVATION

GRADE TO DRAIN

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

YARD DRAIN

LEGEND

PROPERTY LINE

ADJOINING LOT LINE

CONTOUR LABEL

568.85 EXISTING SPOT ELEVATION

STORM DRAIN PIPE

LIMIT OF DISTURBANCE

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

IN-GROUND CREMATED REMAINS

MSVC IMMEDIATE EXPANSION OF

BI-C-307 / FAI NO. CT-24-05

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

MIDDLETOWN, CONNECTICUT

BURIAL PLOTS

993 FARMINGTON AVENUE

SOLLI ENGINEERING, LLC

WEST HARTFORD, CONNECTICUT

BOW LANE

C1.02

PAR

VER

1" = 20'

15 JULY 2026

25116101-2.21.dwg

GRADING & DRAINAGE

201020 0

PLAN

1. SEE SITE PLAN FOR ADDITIONAL GENERAL NOTES.

2. THIS DRAWING IS INTENDED TO DESCRIBE GRADING AND DRAINAGE. REFER TO SITE PLAN FOR

GENERAL INFORMATION, AND DETAIL SHEETS FOR DETAILS.

3. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION CONTROL PLAN FOR LIMIT OF DISTURBANCE AND EROSION CONTROL

NOTES.

4. TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE FOR USE IN FINAL LANDSCAPING.

5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS

REQUIRED BY GOVERNMENT AND LOCAL AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC

CONTROL NECESSARY FOR THIS WORK.

6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES, TRAFFIC CONTROLLERS AND UNIFORMED TRAFFIC OFFICERS AS REQUIRED OR AS ORDERED BY THE ENGINEER OR AS REQUIRED

BY THE LOCAL GOVERNING AUTHORITIES OR AS REQUIRED BY PERMIT STIPULATIONS.

7. FILL WITHIN FORMER BUILDING FOUNDATION SHALL BE CHECKED BY TEST PIT AND PROOF-ROLLING AND SHALL BE OBSERVED BY THE OWNER'S ENGINEER. SUBGRADE SHALL BE FORMED WITH REMOVAL

AND REPLACEMENT OF FILL AND REMOVAL AND REPLACEMENT OF SOFT SUBGRADE MATERIAL AS

ORDERED BY THE ENGINEER. SEE EARTHWORK SPECIFICATIONS FOR FURTHER DESCRIPTION.

8. VERTICAL DATUM IS NAVD 88.

9. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE CT DEPARTMENT OF ADMINISTRATIVE SERVICES (DAS) DIVISION OF CONSTRUCTION SERVICES (DCS)

AGENT PRIOR TO THE START OF WORK ON THE SITE.

10. ALL SITE WORK, MATERIALS OR CONSTRUCTION, AND CONSTRUCTION METHODS FOR EARTHWORK

AND STORM DRAINAGE WORK SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS AND

APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS MANUAL. ALL FILL MATERIAL UNDER PAVED AREAS SHALL BE PER THE ABOVE STATED APPLICABLE SPECIFICATIONS AND SHALL BE PLACED IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS UNDER THE SUPERVISION OF A QUALIFIED

PROFESSIONAL ENGINEER.

11. ALL DISTURBANCE INCURRED TO TOWN OR STATE PROPERTY DUE TO CONSTRUCTION SHALL BE

RESTORED TO ITS PREVIOUS CONDITION OR BETTER, TO THE SATISFACTION OF THE CITY OF

MIDDLETOWN AND STATE OF CONNECTICUT.

GRADING AND UTILITIES NOTES

GRADING & DRAINAGE PLAN

C1.02

PROPERTY LINE (TYP.)

EXISTING PROPERTY LINE

TO BE ERADICATED (TYP.)

CREMATION PLOT

SETBACK LINE (TYP.)

SILT SACK INLET

PROTECTION (TYP.)

REMOVE AND DISPOSE OF EXISTING

BITUMINOUS CONCRETE PAVEMENT

(TYP.)

REMOVE AND DISPOSE OF EXISTING

BUILDING AND FOUNDATION. REFER TO

BUILDING DEMOLITION PLANS.

DISCONNECT UTILITIES AND REMOVE

LATERALS PER UTILITY COMPANY

STANDARDS.

APPROXIMATE MATERIAL STOCKPILE

AREA WITH SILT FENCE SURROUNDING.

LOCATION AND SIZE OF STOCKPILE

AREA SUBJECT TO CHANGE

THROUGHOUT CONSTRUCTION

APPROXIMATELY 0.99 AC OF

DISTURBANCE

EXISTING TREES TO BE REMOVED

EXISTING TREE TO BE

PROTECTED (TYP.)

SILT FENCE (TYP.)

LIMITS OF 24' x 50' CONSTRUCTION

ENTRANCE TO BE INSTALLED

IMMEDIATELY FOLLOWING

REMOVAL OF EXISTING

BITUMINOUS CONCRETE PAVEMENT.

REMOVE AND DISPOSED OF EXISTING

CATCH BASIN

EXISTING TREES TO BE REMOVED

EXISTING SPRINKLER HEADS

TO BE REMOVED (TYP.)

EXISTING IRRIGATION LINE

TO BE REMOVED (TYP.)

EXISTING CURB LINE TO

BE REMOVED (TYP.)

APPROXIMATE LOCATION OF EXISTING

DRAINAGE LINE TO BE REMOVED

REMOVE AND DISPOSE OF EXISTING

MAINTENANCE DRIVE ACCESS GATE

AND POSTS

PAVEMENT SAWCUT LINE LEGEND

PROPERTY LINE

ADJOINING LOT LINE

BUILDING / STRUCTURE DEMOLITION

CONCRETE PAVEMENT DEMOLITION

TREE TO BE REMOVED

TREE PROTECTION

BITUMINOUS CONCRETE PAVEMENT

DEMOLITION

SILT FENCE PROTECTION

SILT SACK INLET PROTECTION

LIMIT OF DISTURBANCE

STORM / SANITARY STRUCTURE REMOVAL

CURB REMOVAL

UNDERGROUND UTILITY CONDUIT REMOVAL

STORM PIPE REMOVAL

PAVEMENT SAWCUT LINE

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

IN-GROUND CREMATED REMAINS

MSVC IMMEDIATE EXPANSION OF

BI-C-307 / FAI NO. CT-24-05

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

MIDDLETOWN, CONNECTICUT

BURIAL PLOTS

993 FARMINGTON AVENUE

SOLLI ENGINEERING, LLC

WEST HARTFORD, CONNECTICUT

BOW LANE

C1.03

PAR

VER

1" = 20'

15 JULY 2026

25116101-2.31.dwg

SOIL EROSION & SEDIMENT

CONTROL PLAN

1. ALL BUILDINGS, INCLUDING FOUNDATION WALLS AND FOOTINGS AND

BASEMENT SLABS INDICATED ON THIS PLAN ARE TO BE REMOVED FROM

SITE. CONTRACTOR SHALL SECURE ANY PERMITS, PAY ALL FEES AND

PERFORM CLEARING AND GRUBBING AND DEBRIS REMOVAL PRIOR TO

COMMENCEMENT OF GRADING OPERATIONS.

2. SEDIMENT AND EROSION CONTROLS AS SHOWN ON THE SOIL EROSION

& SEDIMENT CONTROL PLAN AND/OR DEMOLITION PLAN SHALL BE

INSTALLED BY THE DEMOLITION CONTRACTOR PRIOR TO START OF

DEMOLITION AND CLEARING AND GRUBBING OPERATIONS.

3. REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS,

DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN

AN APPROVED OFF SITE LANDFILL, BY AN APPROVED HAULER. HAULER

SHALL COMPLY WITH ALL REGULATORY REQUIREMENTS.

4. THE CONTRACTOR SHALL SECURE ALL PERMITS FOR DEMOLITION AND

DISPOSAL OF DEMOLITION MATERIAL TO BE REMOVED FROM THE SITE.

THE CONTRACTOR SHALL POST BONDS AND PAY PERMIT FEES AS

REQUIRED. BUILDING DEMOLITION CONTRACTOR SHALL BE

RESPONSIBLE FOR PERMITS AND DISPOSAL OF ALL BUILDING

DEMOLITION DEBRIS IN AN APPROVED OFF-SITE LANDFILL.

5. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE

REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR.

6. THE CONTRACTOR SHALL PREPARE ALL MANIFEST DOCUMENTS AS

REQUIRED PRIOR TO COMMENCEMENT OF DEMOLITION.

7. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE

APPROPRIATE UTILITY PROVIDER TO CUT AND PLUG ALL SERVICE PIPING

AT THE STREET LINE OR AT THE MAIN, AS REQUIRED BY THE UTILITY

PROVIDER, OR AS OTHERWISE NOTED OR SHOWN ON THE CONTRACT

DRAWINGS. ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE

CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO

DETERMINE THE EXTENT OF SERVICE PIPING TO BE REMOVED, CUT OR

PLUGGED. THE CONTRACTOR SHALL PAY ALL UTILITY PROVIDER FEES

FOR ABANDONMENTS AND REMOVALS.

8. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND

PROPERTY CORNERS DURING DEMOLITION ACTIVITIES. ANY

CONTRACTOR DISTURBED PINS, MONUMENTS, AND OR PROPERTY

CORNERS, ETC. SHALL BE RESET BY A LICENSED LAND SURVEYOR AT

THE EXPENSE OF THE CONTRACTOR.

9. THE DEMOLITION CONTRACTOR SHALL STABILIZE THE SITE AND KEEP

EROSION CONTROL MEASURES IN PLACE UNTIL THE COMPLETION OF

THEIR WORK OR UNTIL THE COMMENCEMENT OF WORK BY THE SITE

CONTRACTOR, WHICHEVER OCCURS FIRST, AS REQUIRED OR DEEMED

NECESSARY BY THE ENGINEER OR OWNER'S REPRESENTATIVE. THE SITE

CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE MAINTENANCE

OF EXISTING EROSION AND SEDIMENTATION CONTROLS AND FOR

INSTALLATION OF ANY NEW EROSION AND SEDIMENTATION CONTROLS

AS PER THE SOIL EROSION &SEDIMENT CONTROL PLAN, AT THAT TIME.

10. THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL

TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN

APPROVED DISPOSAL AREA BY A LICENSED WASTE OIL HANDLING

CONTRACTOR IN STRICT ACCORDANCE WITH STATE REQUIREMENTS.

11. IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE

CONTRACTOR, THE CONTRACTOR SHALL SUSPEND EXCAVATION WORK

OF IMPACTED SOIL AND NOTIFY THE OWNER AND/OR OWNER'S

ENVIRONMENTAL CONSULTANT AND WORK SHALL REMAIN SUSPENDED

UNTIL FURTHER INSTRUCTED BY THE OWNER AND/OR OWNER'S

ENVIRONMENTAL CONSULTANT.

12. THE CONTRACTOR SHALL ADHERE TO ALL OSHA FEDERAL STATE AND

LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC.

IN PROXIMITY OF OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST

OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES CONTACT POWER

COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY

UTILITY PROVIDER FEES SHALL BE PAID BY THE CONTRACTOR.

13. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR

PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS,

BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFORMED TRAFFIC

CONTROLLERS AS REQUIRED OR AS ORDERED BY THE ENGINEER OR AS

REQUIRED BY THE LOCAL GOVERNING AUTHORITIES, OR AS REQUIRED

BY PERMIT STIPULATIONS. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC

LANES AND PEDESTRIAN WALKWAYS AT ALL TIMES UNLESS WRITTEN

APPROVAL FROM THE APPROPRIATE GOVERNING AGENCY IS GRANTED.

14. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE HAS

BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY

PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS

NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM

DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR

PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES

INCLUDING SERVICES AND STORM DRAINAGE SYSTEMS. PRIOR TO

DEMOLITION OR CONSTRUCTION THE CONTRACTOR SHALL CONTACT

"CALL BEFORE YOU DIG" 72 HOURS BEFORE COMMENCEMENT OF WORK

AT 811 AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM

LOCATIONS.

15. EXISTING WATER SERVICES SHALL BE DISCONNECTED AND CAPPED

AT MAIN IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF

MIDDLETOWN WATER DEPARTMENT. REMOVE EXISTING ONSITE WATER

PIPING TO BE ABANDONED TO R.O.W. LINE UNLESS OTHERWISE SHOWN

ON DEMOLITION PLANS OR AS REQUIRED BY THE CITY OF MIDDLETOWN

WATER & SEWER DEPARTMENT.

16. EXISTING SANITARY LATERAL SHALL BE PLUGGED WITH NON-SHRINK

GROUT AT CURB LINE OR AT MAIN CONNECTION IN ACCORDANCE WITH

CITY OF MIDDLETOWN WATER & SEWER DEPARTMENT REQUIREMENTS.

REMOVE EXISTING LATERAL PIPING FROM SITE UNLESS OTHERWISE

SHOWN ON DEMOLITION PLANS OR AS REQUIRED BY CITY OF

MIDDLETOWN WATER & SEWER DEPARTMENT.

17. DOMESTIC GAS SERVICES SHALL BE CAPPED AND SERVICE LINES

PURGED OF RESIDUAL GAS IN ACCORDANCE WITH THE GAS COMPANY

REQUIREMENTS. WORK TO BE COORDINATED BY AND PAID FOR BY THE

CONTRACTOR. REMOVE EXISTING SERVICE PIPING ON SITE. ANY

PROPANE TANKS SHALL BE PURGED OF RESIDUAL GAS BY PROPANE

SUPPLIER. CONTRACTOR SHALL COORDINATE THIS WORK AND PAY

NECESSARY FEES.

18. THE CONTRACTOR SHALL PROVIDE DISCONNECT NOTIFICATION TO

THE CITY OF MIDDLETOWN ENGINEERING DEPARTMENT, CITY OF

MIDDLETOWN WATER & SEWER DEPARTMENT, TELEPHONE CO., CABLE

COMPANY, EVERSOURCE ENERGY GAS COMPANY, EVERSOURCE ENERGY

ELECTRIC COMPANY AT LEAST THREE WEEKS PRIOR TO BEGINNING

DEMOLITION.

19. THE CONTRACTOR IS RESPONSIBLE FOR SECURING A DEMOLITION

PERMIT FROM THE CITY OF MIDDLETOWN BUILDING DEPARTMENT AND

MUST FURNISH THE REQUIRED APPLICATION MATERIAL AND PAY ALL

FEES.

20. BACK FILL DEPRESSIONS, FOUNDATION HOLES AND REMOVED

DRIVEWAY AREAS IN LOCATIONS NOT SUBJECT TO FURTHER

EXCAVATION WITH SOIL MATERIAL APPROVED BY THE OWNER'S

ENGINEER AND COMPACT, FERTILIZE, SEED AND MULCH DISTURBED

AREAS NOT SUBJECT TO FURTHER SITE CONSTRUCTION. BUILDING

FOUNDATION AREA TO BE BACK FILLED IN PER EARTHWORK

SPECIFICATIONS. COMPACT TO 95% MAX. DRY DENSITY PER ASTM D1557

PER EARTHWORK SPECIFICATION % OF OPTIMUM MOISTURE CONTENT.

EMPLOY WATERING EQUIPMENT FOR DUST CONTROL.

21. THE CONTRACTOR SHALL REPAIR PAVEMENTS BY INSTALLING

TEMPORARY AND PERMANENT PAVEMENTS IN PUBLIC RIGHTS OF WAYS

AS REQUIRED BY LOCAL GOVERNING AUTHORITIES AND THE STATE AND

PER PERMIT REQUIREMENTS DUE TO DEMOLITION AND PIPE REMOVAL

ACTIVITIES.

22. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPE,

UTILITY, PAVEMENT, CURBS, SIDEWALKS, DRAINAGE STRUCTURE, SWALE

OR LANDSCAPED AREAS DISTURBED DURING DEMOLITION TO THEIR

ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE OWNER,

CITY OF MIDDLETOWN, AND STATE OF CONNECTICUT.

23. THE CONTRACTOR SHALL CUT AND REMOVE AT LUMINAIRE AND SIGN

LOCATIONS ANY PROTRUDING CONDUITS TO 24" BELOW GRADE. THE

CONTRACTOR SHALL REMOVE ALL CABLE AND CONDUCTORS FROM

REMAINING LIGHTING AND SIGNING CONDUITS TO BE ABANDONED. ANY

REMAINING LIGHTING TO REMAIN IN PLACE SHALL BE RECIRCUITED OR

REWIRED AS NECESSARY TO REMAIN IN OPERATION.

24. NO WORK ON THIS SITE SHALL BE INITIATED BY THE CONTRACTOR

UNTIL A PRE-CONSTRUCTION MEETING WITH OWNER AND THE CIVIL

ENGINEER IS PERFORMED. THE CONTRACTOR SHOULD BE AWARE OF ANY

SITE INFORMATION AVAILABLE SUCH AS GEOTECHNICAL AND

ENVIRONMENTAL REPORTS. THE CONTRACTOR SHALL HAVE MARK OUTS

OF EXISTING UTILITIES COMPLETED PRIOR TO MEETING.

25. THE CONTRACTOR SHALL ARRANGE FOR AND INSTALL TEMPORARY

OR PERMANENT UTILITY CONNECTIONS WHERE INDICATED ON PLAN OR

AS REQUIRED. MAINTAIN UTILITY SERVICES TO BUILDINGS TO REMAIN.

CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR

INSTALLATION AND PAY UTILITY PROVIDER FEES.

26. THE CONTRACTOR SHALL NOT COMMENCE DEMOLITION OR UTILITY

DISCONNECTIONS UNTIL AUTHORIZED TO DO SO BY THE OWNER.

27. THE CONTRACTOR OR DEMOLITION CONTRACTOR SHALL INSTALL

TEMPORARY SHEETING OR SHORING AS NECESSARY TO PROTECT

EXISTING AND NEW BUILDINGS AND UTILITIES DURING CONSTRUCTION

AND DEMOLITION. SHEETING OR SHORING SHALL BE DESIGNED BY A

PROFESSIONAL ENGINEER, LICENSED IN THIS STATE AND EVIDENCE OF

SUCH SUBMITTED TO THE OWNER PRIOR TO INSTALLATION.

28. NO SALVAGE SHALL BE PERMITTED UNLESS PAID TO THE OWNER AS A

CREDIT.

29. ANY EXISTING POTABLE WELL AND ANY EXISTING SEPTIC

TANKS/ABSORPTION AREAS SHALL BE ABANDONED AND REMOVED PER

THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION

AGENCY AND HEALTH CODE REQUIREMENTS.

30. ARCHITECT OR ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY

MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ARCHITECT

AND ENGINEER HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFEST

METHODS OR MEANS OF THE WORK, JOBSITE RESPONSIBILITIES,

SUPERVISION OR TO SUPERVISE SAFETY, AND DOES NOT VOLUNTARILY

ASSUME ANY SUCH DUTY OR RESPONSIBILITY.

31. THE CONTRACTOR SHALL COMPLY WITH CFR29 PART 1926 FOR

EXCAVATION, TRENCHING, AND TRENCH PROTECTION REQUIREMENTS.

DEMOLITION NOTES

201020 0

THE FOLLOWING SUGGESTED SEQUENCE OF CONSTRUCTION ACTIVITIES IS PROJECTED BASED UPON ENGINEERING JUDGEMENT AND BEST MANAGEMENT PRACTICES. THE CONTRACTOR MAY ELECT TO ALTER THE SEQUENCING TO BEST MEET THE CONSTRUCTION SCHEDULE, THE EXISTING SITE ACTIVITIES AND WEATHER CONDITIONS. SHOULD THE CONTRACTOR ALTER THE CONSTRUCTION SEQUENCE OR ANY EROSION AND SEDIMENTATION CONTROL MEASURES THEY SHALL NOTIFY THE ENGINEER FOR APPROVAL. MAJOR CHANGES IN SEQUENCING AND/OR METHODS MAY REQUIRE REGULATORY APPROVAL

PRIOR TO IMPLEMENTATION.

1. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING. PHYSICALLY FLAG THE LIMITS OF DISTURBANCE IN THE FIELD AS NECESSARY TO FACILITATE THE PRE-CONSTRUCTION MEETING.

2. CONDUCT A PRE-CONSTRUCTION MEETING TO DISCUSS THE PROPOSED WORK AND EROSION AND SEDIMENTATION CONTROL MEASURES. THE MEETING SHOULD BE ATTENDED BY THE OWNER, THE

OWNER'S REPRESENTATIVE(S), THE GENERAL CONTRACTOR, DESIGNATED SUB-CONTRACTORS AND THE PERSON, OR PERSONS, RESPONSIBLE FOR THE IMPLEMENTATION, OPERATION, MONITORING AND MAINTENANCE OF THE EROSION AND SEDIMENTATION MEASURES. THE CONSTRUCTION PROCEDURES FOR THE ENTIRE PROJECT SHALL BE REVIEWED AT THIS MEETING.

3. NOTIFY CALL BEFORE YOU DIG AT "CALL BEFORE YOU DIG" AT 811, AS REQUIRED, PRIOR TO THE START OF CONSTRUCTION.

4. INSTALL SILK SACK INLET PROTECTIONS.

5. REMOVE EXISTING IMPEDIMENTS AS NECESSARY AND PROVIDE MINIMAL DISTURBANCE TO INSTALL THE REQUIRED CONSTRUCTION ENTRANCE.

6. INSTALL SILT FENCE(S) ON THE SITE (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE PROTECTION).

7. PREPARE TEMPORARY PARKING AND STORAGE AREAS.

8. HALT ALL ACTIVITIES AND CONTACT THE ENGINEER OF RECORD TO PERFORM INSPECTION AND CERTIFICATION OF BEST MANAGEMENT PRACTICES (BMP'S). GENERAL CONTRACTOR SHALL SCHEDULE

AND CONDUCT THE STORM WATER PRE-CONSTRUCTION MEETING WITH THE ENGINEER, AGENCIES AND GROUND-DISTURBING CONTRACTOR BEFORE PROCEEDING WITH CONSTRUCTION.

9. DEMOLISH AND REMOVE ALL STRUCTURES, BUILDINGS, PAVEMENT, AND OTHER EXISTING INFRASTRUCTURE CALLED OUT HEREON.

10. BEGIN CLEARING AND GRUBBING THE SITE.

11. BEGIN ROUGH GRADING OF THE SITE.

12. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE.

13. INSTALL DRAINAGE AND UTILITY INFRASTRUCTURE WITH APPROPRIATE INLET PROTECTION MEASURES UPON INSTALLATION.

14. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES.

15. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS WITHIN LIMITS.

16. CONSTRUCT CONCRETE PAD FOR MATERIAL STORAGE BAYS, CONCRETE BLOCK RETAINING WALLS, AND SIDEWALKS WITHIN PROJECT LIMITS.

17. OBTAIN CONCURRENCE WITH THE ARCHITECT/ENGINEER THAT THE SITE HAS BEEN FULLY STABILIZED THEN:

17.1. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES,

17.2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMP'S, AND

17.3. ENGINEER TO COMPLETE THE ENGINEERS ON-SITE INSPECTIONS AND REPORT.

CONSTRUCTION SEQUENCE

SOIL EROSION & SEDIMENT CONTROL PLAN

C1.03 project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

IN-GROUND CREMATED REMAINS

MSVC IMMEDIATE EXPANSION OF

BI-C-307 / FAI NO. CT-24-05

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

MIDDLETOWN, CONNECTICUT

BURIAL PLOTS

993 FARMINGTON AVENUE

SOLLI ENGINEERING, LLC

WEST HARTFORD, CONNECTICUT

BOW LANE

C1.04

PAR

VER

N.T.S.

15 JULY 2026

25116101-2.41.dwg

SOIL EROSION & SEDIMENT

SEDIMENT & EROSION CONTROL NARRATIVE

THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT

THE EXISTING ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT

PROPERTIES, AND ANY ADJACENT WETLAND AREA AND WATER COURSE

FROM SEDIMENT LADEN SURFACE RUNOFF AND EROSION.

CONSTRUCTION SCHEDULE

THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS FALL 2026 WITH

COMPLETION ANTICIPATED BY SPRING 2027. THE CONTRACTOR SHALL

NOTIFY THE CITY OF MIDDLETOWN ENGINEERING DIVISION 24 HOURS PRIOR

TO BEGINNING ANY STORM DRAINAGE, SANITARY SEWER INSTALLATION,

ROADWAY PREPARATION, PAVING SIDEWALK, CURBING, OR ANY

EXCAVATION IN THE TOWN RIGHT-OF-WAY TO SCHEDULE INSPECTIONS. THE

DIVISION CAN BE REACHED BETWEEN 8:30 AM-4:30 PM MONDAY THRU

FRIDAY AT (860) 638-4862. APPROPRIATE EROSION CONTROL MEASURES AS

DESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO

THE COMMENCEMENT OF ALL SITE CLEARING OR CONSTRUCTION ACTIVITY.

SCHEDULE WORK TO MINIMIZE THE LENGTH OF TIME THAT BARE SOIL WILL

BE EXPOSED.

CONTINGENCY EROSION PLAN

THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL

MEASURES AND WILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED

FUNCTIONING CONDITION. THE LAND USE AGENTS OF THE CITY OF

MIDDLETOWN AND ENGINEER ON RECORD SHALL HAVE THE AUTHORITY TO

REQUIRE SUPPLEMENTAL MAINTENANCE OR ADDITIONAL MEASURES IF

FIELD CONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD NORMALLY

BE ANTICIPATED.

OPERATION REQUIREMENTS

CLEARING AND GRUBBING OPERATIONS:

1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES WILL BE

INSTALLED PRIOR TO THE START OF CLEARING AND GRUBBING

OPERATIONS.

2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION

CONTROL MEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH

GRADING, FILLING OR OTHER CONSTRUCTION OPERATIONS UNTIL THE

ENGINEER OF RECORD HAS INSPECTED AND APPROVED ALL

INSTALLATIONS.

3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING AND

GRUBBING OPERATIONS SO AS NOT TO DISTURB UNPROTECTED

WETLAND AREAS OR SEDIMENTATION AND EROSION CONTROL DEVICES.

4. FOLLOWING THE COMPLETION OF CLEARING AND GRUBBING

OPERATIONS, ALL AREAS SHALL BE STABILIZED WITH TOPSOIL AND

SEEDING OR PROCESSED AGGREGATE STONE AS SOON AS PRACTICAL.

5. ALL REMOVED INVASIVE PLANT SPECIES MATERIAL SHALL BE FULLY

REMOVED FROM THE SITE AND TAKEN TO AN APPROVED AND/OR

ACCEPTABLE DISPOSAL LOCATION.

ROUGH GRADING OPERATIONS:

1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED

ON THE GRADING PLAN, TOPSOIL SHALL BE STRIPPED AND

APPROPRIATELY STOCKPILED FOR REUSE.

2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND

ENCLOSED BY A SILTATION FENCE.

FILLING OPERATIONS:

1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL

DEVICES SHALL BE PROPERLY IMPLEMENTED, MAINTAINED, AND FULLY

INSTALLED, AS DIRECTED BY THE ENGINEER OF RECORD AND AS SHOWN

ON THIS PLAN.

3. AS GENERAL GRADING OPERATIONS PROGRESS, ANY TEMPORARY

DIVERSION DITCHES SHALL BE RAISED OR LOWERED, AS NECESSARY, TO

DIVERT SURFACE RUNOFF TO THE SEDIMENT TRAPS.

PLACEMENT OF DRAINAGE STRUCTURES, UTILITIES, AND ROADWAY

CONSTRUCTION OPERATIONS:

1. SILT FENCES SHALL BE INSTALLED AT THE DOWNHILL SIDES OF

TEMPORARY SEDIMENT TRAP AND BASIN SLOPES, MUD PUMP

DISCHARGES, AND UTILITY TRENCH MATERIAL STOCKPILES. HAY BALES

MAY BE USED IF SHOWN ON THE EROSION CONTROL PLANS OR IF

DIRECTED BY THE ENGINEER, OF RECORD.

FINAL GRADING AND PAVING OPERATIONS:

1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND

MAINTAINED AS SHOWN ON EROSION CONTROL PLANS AND DETAILS,

AND AS DESCRIBED IN SPECIFICATIONS AND AS DESCRIBED HEREIN.

2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED

BY ROCK FACED EMBANKMENTS OR EROSION CONTROL BLANKETS,

JUTE MESH AND VEGETATION. ALL SLOPES SHALL BE SEEDED, AND ANY

ROAD OR DRIVEWAY SHOULDER AND BANKS SHALL BE STABILIZED

IMMEDIATELY UPON COMPLETION OF FINAL GRADING UNTIL TURF IS

ESTABLISHED.

3. PAVEMENT SUB-BASE AND BASE COURSES SHALL BE INSTALLED OVER

AREAS TO BE PAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED

AND UNDERGROUND UTILITIES AND STORM DRAINAGE SYSTEMS HAVE

BEEN INSTALLED.

4. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEED, MULCH

AND LANDSCAPING, REMOVE ALL TEMPORARY EROSION CONTROL

DEVICES ONLY AFTER ALL AREAS HAVE BEEN PAVED AND/OR GRASS

HAS BEEN WELL ESTABLISHED AND THE SITE HAS BEEN INSPECTED AND

APPROVED BY THE CITY OF MIDDLETOWN.

INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES

I. SILTATION FENCE:

A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED

FENCE LINE LOCATION.

B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL SIDE),

AND HAMMER THE POST AT LEAST 1.0 FEET INTO THE GROUND.

C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO

PREVENT UNDERMINING BY STORM WATER RUN-OFF.

D. BACKFILL THE TRENCH AND COMPACT.

II. SILT SACK INLET PROTECTION

A. REMOVE CATCH BASIN GRATE AND PROPERLY PLACE THE SILT SACK

INTO THE FRAME OF THE CATCH BASIN.

B. PLACE GRATE BACK ONTO FRAME AND ENSURE NO PORTIONS OF

THE SILT SACK HAVE SAGGED INTO THE CATCH BASIN.

C. ONCE GRATE IS PLACED BACK ONTO FRAME OBSERVE TO SEE IF SILT

SACK IS INSTALLED IN A MANNER THAT WILL ALLOW FOR SEDIMENT

TO BE FILTERED OUT DURING STORM EVENTS.

III. CONSTRUCTION ENTRANCE

A. REMOVE ALL VEGETATION AND OTHER MATERIALS FROM THE

FOUNDATION AREA. GRADE AND CROWN FOUNDATION FOR POSITIVE

DRAINAGE.

B. PLACE 1-3IN STONE A MINIMUM OF 50FT ALONG THE FULL WIDTH

OF THE CONSTRUCTION ACCESS ROAD. AGGREGATE SHOULD BE

PLACED AT LEAST 8" THICK.

C. GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN STONE

FILL AND EARTH SURFACE TO TO REDUCE THE MIGRATION OF SOIL

PARTICLES FROM THE UNDERLYING SOIL INTO THE STONE AND VICE

VERSA.

D. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARD

THE CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE

ENTRANCE.

E. FILTER FABRIC FENCE SHALL BE INSTALLED DOWN GRADIENT FROM

THE CONSTRUCTION ENTRANCE IN ORDER TO CONTAIN ANY

SEDIMENT-LADEN RUNOFF FROM THE ENTRANCE.

OPERATION AND MAINTENANCE OF SEDIMENTATION AND EROSION CONTROL

MEASURES

I . SILTATION FENCE:

A. ALL SILTATION FENCES SHALL BE INSPECTED AS A MINIMUM

WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATED FABRIC

AND DAMAGED POSTS SHALL BE REPLACED AND PROPERLY

REPOSITIONED IN ACCORDANCE WITH THIS PLAN.

B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE FENCE

WHEN THEY EXCEED A HEIGHT OF ONE FOOT.

II. SILT SACK INLET PROTECTION

A. ALL SILT SACK INLET PROTECTION DEVICES SHALL BE INSPECTED

AS A MINIMUM WEEKLY OR AFTER EACH RAINFALL. ALL

DETERIORATE SILT SACKS AND SACKS THAT APPEAR TO HAVE AN

EXCESS OF SEDIMENT SHALL BE REPLACED AND PROPERLY

REPOSITIONED IN ACCORDANCE WITH THIS PLAN.

B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE SILT SACKS

WHEN THEY EXCEED A COUPLE INCHES OF SEDIMENT WITHIN THE

CATCH BASIN.

III. CONSTRUCTION ENTRANCE

A. THE CONSTRUCTION ENTRANCE AND FENCE SHALL BE INSPECTED

AT A MINIMUM WEEKLY AND AFTER HEAVY RAINS OR HEAVY USE.

B. REMOVE MUD AND HEAVY SEDIMENT TRACKED OR WASHED ONTO

PUBLIC ROAD IMMEDIATELY.

C. THE GRAVEL PAD SHALL BE TOPDRESSED WITH NEW STONE WHEN

MUD AND SOIL PARTICLES CLOG THE VOIDS IN THE GRAVEL.

D. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.

E. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.

EROSION AND SEDIMENT CONTROL PLAN

1. HAY BALE FILTERS OR SILTATION FENCE WILL BE INSTALLED AT ALL

CULVERT OUTLETS IF CULVERT OUTLETS ARE APPLICABLE TO THIS

PROJECT AND ALONG THE TOE OF ALL…