RFP 27-20 - Drawings.pdf

PDF 19 MB Posted Aug 14, 2026

Attached to: 907 Michigan Ave Community Outreach and Engagement Center Phase II
Solicitation number: 2138156
Issued by: Erie County, New York

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Written by GovTribe AI · Sep 1, 2026

RFP 27-20: 907 Michigan Ave Community Outreach and Engagement Center Phase II

This is a Request for Proposals (RFP) issued by Roswell Park Comprehensive Cancer Center for general construction management services related to Phase II of the Community Outreach and Engagement Center located at 907 Michigan Avenue, Buffalo, New York. The project involves construction of an approximately 4,600 square foot addition to the existing facility, including a 20+ seat classroom, large collaboration room, two community co-working rooms, semi-private drop-down areas, public gathering space, and expansion of the community gallery. The expansion will also include private offices and hoteling workstations to support additional staff, with a partial second story and basement designed to accommodate future growth and storage. The RFP was issued on August 10, 2026, with a pre-bid meeting scheduled for Monday, August 24, 2026. Interested bidders must contact Rob Henschel at rob.henschel@roswellpark.org with "RFP #27-20" in the subject line to receive the complete request for proposals document.

The project is subject to Minority and Women-Owned Business Enterprise (MWBE) contracting goals of 15 percent for Minority Business Enterprises (MBE) and 15 percent for Women Business Enterprises (WBE), with a Service-Disabled Veteran-Owned Business (SDVOB) goal of 6 percent. Roswell Park strongly encourages selected firms to team or partner with MWBEs in their proposals. Prior awards for identical or substantially similar procurements have been made to Telco Construction, Arc Construction, LeChase Construction, and The Liro Group. The construction documents include detailed architectural, structural, civil, mechanical, fire protection, plumbing, and electrical drawings prepared by Young Architectural LLC with consultation from Siracuse Engineers PC, Salas O'Brien Consulting and Engineering, and Watts Architects & Engineers. The construction documents set an expiration date of May 31, 2027, and December 31, 2028, for various permit and design specifications.

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Other files

File	Type	Posted
RFP 27-20 - Specifications.pdf	PDF	Aug 14, 2026
RFP 27-20 Addendum 1_9.2.26.pdf	PDF	Aug 14, 2026
RFP 27-20 Addendum 2_9.9.26.pdf	PDF	Aug 14, 2026
RFP 27-20 Addendum 3_9.16.26.pdf	PDF	Aug 14, 2026

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EARTH

ARCHITECTURAL SYMBOLS

XAXXX

GRAVEL

CONCRETE

MASONRY (CMU)

MASONRY (BRICK)

STEEL

GYPSUM WALL BOARD

RIGID INSULATION

PLYWOOD

WOOD

BATT INSULATION

WOOD BLOCKING

DEMOLITION KEYED NOTE

KEYED NOTEX

DOOR TYPE

WINDOW TYPEX

PARTITION TYPE

DETAIL IDENTIFICATION

ALTERNATE NUMBER

SPACE IDENTIFICATION

ALT. #____

ROOM

XX SF

SECTION MARKER

ELEVATION MARKER

EXTERIOR ELEVATION X

NORTH ARROW

GRAPHIC DESCRIPTION

METAL PANEL

DRAWING LIST

SHEET

NUMBER SHEET NAME

GENERAL

G001 COVER SHEET

G002 CODE COMPLIANCE REVIEW

CIVIL

C101 CIVIL DEMOLITION AND ESC PLAN

C111 CIVIL SITE PLAN

C121 CIVIL SITE UTILITY PLAN

C131 CIVIL SITE GRADING PLAN

C501 CIVIL ESC AND SITE DETAILS

C502 CIVIL PLANNING AND UTILITY DETAILS

STRUCTURAL

S001 SYMBOLS, ABBREVIATIONS, GENERAL NOTES & DESIGN CRITERIA

S002 COMPONENTS & CLADDING WIND LOADING

S003 CONCRETE PIER DETAILS

S004 TYPICAL CONCRETE DETAILS

S005 TYPICAL FRAMING DETAILS

S006 COLUMN SCHEDULE & COLUMN BASE DETAILS

S006.1 COLUMN SCHEDULE & COLUMN BASE DETAILS - ALTERNATE 1

S007 SHEAR WALL DETAILS

S007.1 SHEAR WALL DETAILS - ALTERNATE 1

S100 FOUNDATION / FIRST FLOOR PLAN

S100.1 FOUNDATION / FIRST FLOOR PLAN - ALTERNATE 1

S101 SECOND FLOOR / LOW ROOF FRAMING PLAN

S101.1 TRUSS BOTTOM CHORD / LOW ROOF FRAMING PLAN - ALTERNATE 1

S102 ROOF FRAMING PLAN

S102.1 ROOF FRAMING PLAN - ALTERNATE 1

S200 CONCRETE SECTIONS

S201 FRAMING SECTIONS

S201.1 FRAMING SECTIONS - ALTERNATE 1

ARCHITECTURE

AD001 FIRST FLOOR & ROOF DEMOLITION PLANS

A001 FIRST FLOOR PLAN

A001.1 FIRST FLOOR PLAN - ALTERNATE 1

A002 SECOND FLOOR PLAN

A002.1 SECOND FLOOR PLAN - ALTERNATE 1

A003 ROOF PLAN

A101 FIRST FLOOR REFLECTED CEILING PLAN

A102 SECOND FLOOR REFLECTED CEILING PLAN

A201 EXTERIOR ELEVATIONS & BUILDING SECTIONS

A351 WALL SECTIONS

A400 INTERIOR ELEVATIONS AND TYPICAL TOILET FIXTURE MOUNTING HEIGHTS

A451 ENLARGED STAIR PLAN AND DETAILS

A501 ROOF DETAILS

A502 INTERIOR AND MILLWORK DETAILS

A600 DOOR SCHEDULE, DOOR & FRAME TYPES, PARTITION TYPES

A601 CURTAIN WALL TYPE, STOREFRONT TYPE, AND DETAILS

A700 MATERIAL FINISH AND SIGNAGE LEGENDS AND TRANSITION DETAILS

A701 FIRST FLOOR FINISH PLAN

MECHANICAL

M001 FIRST FLOOR PLANS - HVAC

M001.1 FIRST FLOOR PLAN - HVAC - ALTERNATE 1

M002 PARTIAL ROOF PLANS - HVAC

M401 ENLARGED MECHANICAL ROOM PLANS - HVAC

M401.1 ENLARGED MECHANICAL ROOM PLANS - HVAC - ALTERNATE 1

M601 SYMBOLS LIST, SCHEDULES & DETAILS - HVAC

M701 TEMPERATURE CONTROLS - HVAC

FIRE PROTECTION

FP000 SYMBOL LIST, GENERAL NOTES AND DETAILS - FIRE PROTECTION

FP001 FLOOR PLANS - FIRE PROTECTION

FP001.1 FLOOR PLANS - FIRE PROTECTION - ALTERNATE 1

PLUMBING

P000 SYMBOLS LIST, GENERAL NOTES, DETAILS AND SCHEDULES - PLUMBING

P001 SITE PLAN - PLUMBING

P002 FOUNDATION PLAN - PLUMBING

P003 FIRST FLOOR PLAN - PLUMBING

P004 PARTIAL FLOOR PLANS - PLUMBING

P500 DETAILS - PLUMBING

ELECTRICAL

E000 SYMBOLS LIST, LUMINAIRE SCHEDULE AND GENERAL NOTES - ELECTRICAL

E001 SITE PLAN - ELECTRICAL

E002 FIRST FLOOR PLAN - LIGHTING

E003 FIRST FLOOR PLAN - POWER & SYSTEMS

E004 SECOND FLOOR PLAN - POWER, SYSTEMS & LIGHTING

E004.1 SECOND FLOOR PLAN - POWER, SYSTEMS & LIGHTING - ALTERNATE 1

E500 DETAILS - ELECTRICAL

E600 ONE-LINE DIAGRAM & SCHEDULES - ELECTRICAL

PROJECT INFORMATION:

ISSUE DATE:

REVISIONS:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

REV. DATE DESCRIPTION

EXPIRATION DATE:

CIVIL ENGINEER

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

CONSULTANTS:

SITE LOCATION MAP

STRUCTURAL ENGINEER

MEP ENGINEER

CIVIL ENGINEER

MEP ENGINEER STRUCTURAL ENGINEER

It is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter an item in any way. If an item bearing the seal of an architect is altered, the altering architect shall affix to his item the seal and the notation "altered by" followed by his signature and the date of such alteration, and a specific description of the alteration

SHEET NUMBER:

ADDITIONAL BUILDINGS:

BID DOCUMENTS

G001

COVER SHEET

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

CT/CK/BH/JD

08/10/2026

25103

ROSWELL PARK

907 MICHIGAN AVE

BUFFALO, NY, 14203

716.845.2300 www.roswellpark.org

COMMUNITY OUTREACH & ENGAGEMENT CENTER

960 BUSTI AVENUE, SUITE 120

BUFFALO, NY 14213

716.852.1894 EXT.116

www.siracusengineers.com

SIRACUSE ENGINEERS PC

60 LAKEFRONT BOULEVARD, SUITE 320

BUFFALO, NY 14202

716.845.5092 www.salasobrien.com

Salas O'Brien Consulting and Engineering

95 PERRY STREET, SUITE 300

BUFFALO, NY 14203

716.206.5100 watts-ae.com

WATTS ARCHITECTS & ENGINEERS

05.31.2027

SIRACUSE ENGINEERS PC

716.852.1894 EXT.116

Salas O'Brien Consulting and Engineering

716.845.5092

WATTS ARCHITECTS & ENGINEERS

716.206.5100

907 MICHIGAN AVE

BUFFALO, NY 14203

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

907 MICHIGAN AVE

BUFFALO, NY 14203

08/10/2026

ROSWELL COMMUNITY OUTREACH AND

ENGAGEMENT CENTER

PHASE 2

ROSWELL COMMUNITY OUTREACH AND ENGAGEMENT CENTER

PR#: 25103

PR#: 251236.00

PR#: 20250675

A / E ARCHITECT / ENGINEER

ACT ACOUSTICAL TILE OR PANE

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE / ALTERNATIVE

AP ACCESS PANEL

APPROX APPROXIMATELY

ASB ASBESTOS

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWT ACOUSTICAL WALL TREATMENT

BC BUILDING CODE

BD BOARD

BFF BELOW FINISHED FLOOR

BM BENCHMARK

BOS BOTTOM OF STEEL

BRDG BRIDGING

BRK FACE BRICK

BUR BUILT - UP ROOFING

CAB CABINET

CB CATCH BASIN

CD CONSTRUCTION DOCUMENTS

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLL CONTRACT LIMIT LINE

CMT CERAMIC MOSAIC TILE

CMTB CERAMIC MOSAIC TILE BASE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CAST IN PLACE CONCRETE

CPT CARPET

CPTB CARPET BASE

CR CLOSET ROD

CRG CORNER GUARD

CRT COLORED CONCRETE

CT CERAMIC TILE

CTB CERAMIC TILE COVER BASE

CTR CENTER

CW COLD WATER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DOUG FIR DOUGLAS FIR

DR DOOR

DW DISHWASHER

DWG DRAWING

EC ELECTRICAL CONTRACTOR

EGB EXTERIOR GYPSUM BOARD

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ENTR ENTRANCE

EPNT EPOXY PAINT

EQ EQUAL

ERD EXISTING ROOF DRAIN

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

EXT GR EXTERIOR GRADE

FD FLOOR DRAIN

FDTN FOUNTAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FF&E FURNITURE, FIXTURE & EQUIPMENT

FIN FINISH

FLM FLOOR MAT

FOS FACE OF STUD

FOW FACE OF WALL

FT FEET / LONG

FTG FOOTING

FV FIELD VERIFY

GB GRAB BAR

GC ALL CONTRACTOR

GLU LAM GLUED LAMINATED BEAM

GR GRADE

GWB GYPSUM WALL BOARD

HC HANDICAP

HCWD HOLLOW CORE WOOD DOOR

HD HEAVY DUTY

HDWD HARDWOOD

HM HOLLOW METAL

HT HEIGHT

HVAC HEATING, VENTILATING, AIR CONDITIONING

HWY HARDWOOD FLOOR

HYD HYDRANT

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION / INSULATED

INT INTERIOR

JT JOINT

KD KILN DRIED

KIT KITCHEN

LAM LAMINATED

LAV LAVATORY

LCD LINEAR CEILING DIFFUSER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LWC LIGHTWEIGHT CONCRETE

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MDO MEDIUM DENSITY OVERLAY

MF MILL FINISH

MFD MANUFACTURED

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MWP MEMBRANE WATERPROOFING

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OF OUTSIDE FACE

OFCI OWNER FURNISHED - CONTRACTOR INSTALLED

OH DR OVERHEAD DOOR

PA PIPE ANCHOR

PBD PARTICLE BOARD

PC PLUMBING CONTRACTOR

PCC PRECAST CONCRETE

PEJ PRE-MOLDED EXPANSION JOINT

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PNT PAINT / PAINTED

PR PORCELAIN TILE

PRB PORCELAIN TILE BASE

PREFAB PREFABRICATED

PTAC PACKAGED TERMINAL AIR CONDITIONER

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTB QUARRY TILE BASE

QTY QUANTITY

R RADIUS

RA RETURN AIR

RC REINFORCED CONCRETE

RCB RUBBER COVER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING STEEL BARS

REF REFRIGERATOR

REINF REINFORCING

REQD REQUIRED

REV REVISION

RFLM RECESSED FLOOR MAT

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

RW RESCUE WINDOW

SA SUPPLY AIR

SCWD SOLID CORE WOOD DOOR

SD STORM DRAIN

SF SQUARE FOOT / SQUARE FEET

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SK SKETCH

SPF SPRUCE - PINE - FIR

SS STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

T&G TONGUE & GROOVE

TB THROUGH BOLT

TEMP TEMPERED

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF STEEL

TR THERMAL RESISTANCE

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UH UNIT HEATER

UL UNDERWRITERS LABRATORIES

UNO UNLESS NOTED OTHERWISE

UV UNIT VENTILATOR

VAR VARIES

VCB VINYL COVER BASE

VCT VINYL COMPOSITE TILE

VEST VESTIBULE

VIF VERIFY IN FIELD

VS VENT STACK

VSN VINYL STAIR NOSING

VYL VINYL WALL COVERING

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WH WALL HUNG

WL WIND LOAD

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

STANDARD ABBREVIATIONS

Bid 08.10.26 BID DOCUMENTS

FP-1HR FP-1HRFP-1HR

FB-1HR FB-1HRFB-1HR

FW-1HR FW-1HRFW-1HR

FP-2HR FP-2HRFP-2HR

E1FP E1FPE1FP

E1FB E1FBE1FB

DN DN

FP-1HR FP-1HR

E1FB E1FBE1FB E1FB

E1FB E1FBE1FB

E1FB E1FBE1FB E1FB E1FB E1FB E1FB

E1FB E1FBE1FB E1FB E1FB E1FB E1FB E1FB E1FB

E1FB E1FBE1FB E1FB E1FB E1FB E1FB

E1FBE1FB

FB-1HR FB-1HR

-1

H R

-1

H R

-1

H R

-1

H R

-1

H R

-1

H R

-1

H R

FP-1HR FP-1HRFP-1HR

FP-1HRFP-1HR

FP-1HR FP-1HRFP-1HR FP-1HR FP-1HR FP-1HR FP-1HR FP-1HR

FP-1HR FP-1HRFP-1HR FP-1HR

FP-1HR

-1

H R

-1

H R

-1

H R

FP-1HR FP-1HRFP-1HR FP-1HR

-1

H R

CODE PLAN SYMBOLS

EFE

EXISTING FIRE EXTINGUISHER

FIRE EXTINGUISHER

AED

NEW AUTOMATED EXTERNAL DEFIBRILLATOR

EXIT SIGN

DIRECTIONAL EXIT SIGN

RW RESCUE WINDOW

R AREA OF REFUGE

E-X BUILDING EXIT NUMBER

LEVEL 2 ALTERATIONS

ADDITION

EGRESS PATH & TRAVEL DISTANCE

HANDICAPPED / ACCESSIBLE SPACE / STATION

FEC

FIRE EXTINGUISHER AND CABINET

X' - X"X' - X"

DF DRINKING FOUNTAIN

1 HOUR RATED

FIRE PARTITION

1 HOUR RATED

FIRE BARRIER

1 HOUR RATED

FIRE WALL

2 HOUR RATED

FIRE PARTITION

FIRE RATING LEGEND

EXISTING 1

HOUR RATED

FIRE PARTITION

EXISTING 1

HOUR RATED

FIRE BARRIER

SMOKE ZONE

DEMARCATION

BUILDING AREA INFORMATION

FIRE AREA INFORMATION

FIRE AREA

BUILDING AREA 1ST FLOOR & 2ND FLOOR OCCUPIABLE SF

NOTE: BUILDING AREAS ARE ASSUMED BASED ON AVAILABLE INFORMATION PROVIDED IN

RECORD DRAWINGS AND DIRECT FIELD OBSERVATION. CONDITIONS THAT ARE CONCEALED

BY EXISTING CONSTRUCTION OR NOT DETAILED IN AVAILABLE RECORD DRAWINGS MAY

DIFFER FROM THE ARCHITECT'S ASSUMPTIONS.

EXISTING

BUILDING AREA 1 5,874 SF

ACTUAL SF ALLOWABLE SF

11,311 SF (SEE ALLOWABLE

BUILDING AREA)

FIRE

AREA 1 10,917 SF

PROPOSED ADDITION

BUILDING AREA 4,487 SF

TOTAL BUILDING AREA 10,361 SF

ASSEMBLY

616 SF

COMMUNITY HALL

J-202

BUSINESS

239 SF

COE LAB CONFERENCE

ROOM

J-203

BUSINESS

93 SF

COE LAB

STUDIO 1

J-210

BUSINESS

95 SF

COE LAB

STUDIO 2

J-209

STORAGESTORAGE

71 SF

STORAGE

J-208

489 SF

CORRIDOR

J-201

BUSINESS

32 SF

WORKSPACE

J-206

BUSINESS

103 SF

COE OFFICE

J-207

BUSINESS

115 SF

COE OFFICE

J-218

BUSINESS

94 SF

COE OFFICE

J-216

204 SF

OFFICE HALLWAY

J-214

BUSINESS

118 SF

COE OFFICE

J-219

BUSINESS

94 SF

COE OFFICE

J-215

68 SF

WELLNESS ROOM

J-213

43 SF

T.R.

J-212

48 SF

T.R.

J-211

BUSINESS

116 SF

COE OFFICE

J-221

STORAGESTORAGE

158 SF

MECHANICAL

J-107C

BUSINESS

113 SF

OFFICE

J-110

BUSINESS

99 SF

OFFICE

J-111

BUSINESS

112 SF

OFFICE

J-112

BUSINESS

104 SF

OFFICE

J-113

BUSINESS

103 SF

OFFICE

J-109

89 SF

CORRIDOR

117A

152 SF

MEN TLT

J-115T

138 SF

WOMEN TLT

J-114T

ASSEMBLY

896 SF

CONFERENCE ROOM

J-118

99 SF

VESTIBULE

J-122

STORAGESTORAGE

120 SF

STORAGE

J-123

98 SF

KITCHEN

J-120

51 SF

TOILET

J-116T

BUSINESS

71 SF

OFFICE

J-106

STORAGESTORAGE

75 SF

STORAGE

J-103

BUSINESS

85 SF

CONSULT

J-102

BUSINESS

118 SF

COE OFFICE

J-220

BUSINESS

84 SF

WORKROOM

J-105

BUSINESS

426 SF

RECEPTION

J-108

33 SF

ENTRY

J-101

BUSINESS

245 SF

COMMUNITY COMMONS

J-204

'-6

62'-6"62'-6"

BUSINESS

32 SF

WORKSPACE

J-205

48'-6"48'-6"

EFE

19' - 10"19' - 10"

EFE

30 SF

RISER ROOM

J-217

17 SF

CUSTODIAN

30' - 10"

47' - 2" 24' - 11"

30' - 7"

E-X

481 SF

MECHANICAL

J-223

STORAGESTORAGE

530 SF

MECHANICAL

J-224

OPEN TO BELOW

ROOF BELOW

27' - 8"

30' - 6"

YEARS OF CONSTRUCTION

YEAR OF

CONSTRUCTION

ORIGINAL

TOTALS

221 SF

BASEMENT FIRST FLOOR SECOND FLOOR ADDITION SIZE

383 SF

604 SF

1,637 SF

3,567 SF

3,281 SF

8,485 SF

625 SF

1,206 SF

1,828 SF

2,483 SF

3,950 SF

4,487 SF

10,917 SF

(3,950 SF)PROPOSED

ADDITION

(4,487 SF)

ORIGINAL

(2,483 SF)

PLUMBING FIXTURE CALCULATION

OCCUPANCY REQUIRED AMOUNT PER OCCUPANCY

TOTAL AMOUNT OF PLUMBING

FIXTURES REQUIRED

PER OCCUPANCY LOAD

6 6

LAVATORIESWATER CLOSETS

TOTAL AMOUNT OF PLUMBING

FIXTURES PROVIDED

LAVATORIES

1 11 PER 40 FOR

FIRST 80, 1

PER 80 FOR

REMAINDER

LAVATORIESWATER CLOSETSBUSINESS

OCCUPANTS

MALE AND FEMALE

1 PER 25 FOR FIRST 50, 1 PER

50 FOR REMAINDER

WATER CLOSETS

99 FEMALE

1 PER 65

LAVATORIES

1 11 PER 200

LAVATORIESWATER CLOSETSASSEMBLY

OCCUPANTS

MALE

1 PER 125

WATER CLOSETS

5 FEMALE

1 PER 100

LAVATORIES

1 11 PER 100

LAVATORIESWATER CLOSETSSTORAGE

OCCUPANTS

MALE

1 PER 100

WATER CLOSETS

3 3

LAVATORIESWATER CLOSETS

TOTAL AMOUNT OF PLUMBING

FIXTURES REQUIRED

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

It is a violation of Title VIII, Arcticle 147 of NYS Education Law for any person, unless acting under direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to affix his or her seal and the notation

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

MEP ENGINEER

CIVIL ENGINEER

ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

ADDITIONAL BUILDINGS:

05.31.2027

G002

CODE COMPLIANCE

REVIEW

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

25103

SIRACUSE ENGINEERS PC

716.852.1894 EXT.116

Salas O'Brien Consulting and Engineering

716.845.5092

WATTS ARCHITECTS & ENGINEERS

716.206.5100

PR#: 25103

PR#: 251236.00

PR#: 20250675

08/10/2026

907 MICHIGAN AVE

BUFFALO, NY 14203

ROSWELL COMMUNITY OUTREACH AND

ENGAGEMENT CENTER

PHASE 2

YESNOSPRINKLER

CODE COMPLIANCE INFORMATION

THE FOLLOWING PAGES ARE AN EVALUATION BASED ON OUR INTERPRETATION OF EXISTING BUILDING CODE OF NEW YORK STATE 2025, THE BUILDING CODE OF NEW YORK STATE 2025, AND THE 2025 NYS ASHRAE CODES. FURTHER MODIFICATIONS TO THIS DOCUMENTS AND THE CONSTRUCTION DRAWINGS MAY BE REQUIRED UPON REVIEW BY THE LOCAL MUNICIPALITY HAVING JURISDICTION.

DESCRIPTION OF PROJECT: THE PROJECT CONSISTS OF ADDITION AND ALTERATIONS TO THE EXISTING ROSWELL COMMUNITY OUTREACH

AND ENGAGEMENT CENTER LOCATED IN 907 MICHIGAN AVENUE, BUFFALO, NY.

BUILDING SUMMARY

EXISTING ADDITION

GROUP B - BUSINESS

TYPE 5B

2 STORIES

APPROXIMATELY 26' - 1/2"

YES

YESYES

YES

GROUP B - BUSINESS

TYPE 5B

2 STORIES

APPROXIMATELY 26' - 1/2"

BUILDING OCCUPANCY

CONSTRUCTION CLASSIFICATION

HEIGHT (STORIES)

HEIGHT (FEET)

AUTOMATIC FIRE DETECTION

FIRE ALARM SYSTEM

SMOKE CONTROL

MEANS OF EGRESS LIGHTING

SCALE: 1/8" = 1'-0"1 FIRST FLOOR CODE COMPLIANCE PLAN

SCALE: 1/8" = 1'-0"2 SECOND FLOOR CODE COMPLIANCE PLAN

132OCCUPANT LOAD (BUILDING TOTAL)

MICHIGAN AVENUE (66.0')

C O

N C

. W

C O

N C

. W

C O

N C

. W

C O

N C

. W

COVERED

WD. PO.

6.2'

COVERED

CONC. PO.

CONC.

UTILITY PAD

14.7'

1 STY. W.F.

BUILDING #907

C O

N C

. P

W V

N . I

N V.

(1 2"

2" C

C O

C B

W . I

N V.

C B R

(F U

F D

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634.5

634.0

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(UNABLE TO OPEN)

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RIM:634.17

N. INV.;626.92 (12" CLAY)

S. INV.;626.92 (12" CLAY)

" P

N . I

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(8 " P

" P

C B

N . I

N V.

(8 " H

2" H

" P

G C

M N

WD. FNC.

CH. LINK FNC.

5' SETBACK

15' SETBACK

BENCHMARK: "X" MARK ON

BONNET BOLT ON HYDRANT

ELEV:637.45

EXIST. WATER MAIN

APPROX. LOCATION, NFV

636.5

637.0

637.5

633.0

ST ST ST ST

917 MICHIGAN

AVE.

P L P L

PL PL

ST ST ST ST ST ST ST ST ST ST ST ST

EXIST. 30" RCP STORM SEWER, FROM RECORD

DRAWINGS, NFV

EXIST. 12" CLAY SAN. SEWER

EXIST. WALL MOUNTED ELECTRIC

METERS (4)

EXIST. 6" SMT STORM FOR

DOWNSPOUTS

(BASED ON RECORD DRAWINGS ONLY,

NFV)

EXTEND TEMPORARY

CONSTRUCTION FENCE TO EXIST.

SITE FENCE

166 MAPLE STREET LOT TO BE USED FOR CONTRACTOR

STORAGE. AREA HAS NOT BEEN SURVEYED OR FIELD VERIFIED.

CONTRACTOR TO PROVIDE TEMPORARY CONSTRUCTION FENCE

AND SILT FENCE AROUND PERIMETER.

3 2

CONTRACTOR TO REMOVE SECTION

OF CHAINLINK FENCE AS NEEDED

FOR ACCESS TO STORAGE AREA

STORE FENCING FOR RE-USE.

20 LF +/-

EXTEND STABILIZED

CONSTRUCTION ENTRANCE INTO

166 MAPLE STREET STORAGE

AREA. REFER TO 6/C-501

ALTERNATE #2 WORK AREA

CONTRACTOR TO PROTECT

EXISTING RODENT CONTROL WIRE

MESH ON PHASE 1 BUILDING

3CONTRACTOR SHALL AVOID BLOCKING ROADWAY

EXCEPT WHEN NECESSARY FOR CONSTRUCTION.

CONTRACTOR SHALL ENSURE THAT ROADWAY IS

OPEN BEFORE AND AFTER CONSTRUCTION

ACTIVITIES. NO CONSTRUCTION FENCING

ALLOWED IN ROADWAY.

9 CONTRACTOR TO PROTECT

EXISTING WALL MOUNTED

ELECTRIC METERS

CONTRACTOR TO LOCATE AND

PROTECT EXISTING STORM

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

12.31.2028

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

SIRACUSE ENGINEERS PC

MEP ENGINEER

ME ENGINEERING

CIVIL ENGINEER

WATTS ARCHITECTS AND ENGINEERS

716.206.5100

PR#: 2XXXX

PR#: 20250675

08.10.2026ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

907 MICHIGAN AVE

BUFFALO, NY 14203

ROSWELL COMMUNITY

OUTREACH AND

ENGAGEMENT CENTER

PHASE 2

ADDITIONAL BUILDINGS:

APB

25103

R :\2

I O ut re ac h

En ga

\1 8.

D \C iv \2

D em o.

dw g Au g

, 2

6, :0 8p m

716.852.1894 EXT.116

716.845.5092

DASNY/BID SUBMISSION08.10.2026

CIVIL

DEMOLITION AND

ESC PLAN

C-101

SCALE: 1" = 10'1 CIVIL DEMOLITION AND EROSION AND SEDIMENTATION CONTROL PLAN

R :\2

I O ut re ac h

En ga

\1 8.

D \C iv \2

D em o.

dw g Au g

, 2

6, :0 8p m

EROSION CONTROL LEGEND (REFER TO C-501)

SYMBOLFEATURE/ DETAIL REF.KEY#

DEMOLITION GENERAL NOTES:

1. THE PURPOSE OF THIS PLAN IS TO IDENTIFY WHICH EXISTING SITE

IMPROVEMENTS ARE TO REMAIN AND WHICH ARE TO BE DEMOLISHED. THE

CONTRACTOR SHALL REVIEW THE DOCUMENTS IN THEIR ENTIRETY AND PERFORM

REMOVALS AS REQUIRED TO COMPLETE THE WORK.

2. THIS PLAN IS BASED ON EXISTING CONDITIONS TOPOGRAPHIC BASE MAPPING

FROM FIELD SURVEY BY 360 LAND SURVEY, DPC., FEBRUARY 19, 2026. SOME

UTILITIES HAVE BEEN ADDED BASED ON RECORD DRAWINGS. THE CONTRACTOR IS

RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATIONS AND DEPTHS OF ALL

EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTACT

UNDERGROUND FACILITY PROTECTION ORGANIZATION (UFPO) 1-800-962-7962 TWO

(3) FULL WORKING DAYS BEFORE EXCAVATION OPERATIONS.

4. COORDINATE START-UP AND ALL DEMOLITION ACTIVITIES WITH THE ARCHITACT

OR CONSTRUCTION MANAGER.

5. THE CONTRACTOR SHALL LOCATE MARK SAFEGUARD AND PRESERVE ALL SURVEY

CONTROL MONUMENTS IN THE AREAS OF DEMOLITION.

6. DEMOLITION SHALL BE KEPT WITHIN THE LIMITS SHOWN ON THE PLAN. THE

CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS AND VEGETATION

OUTSIDE THE LIMITS OF DEMOLITION.

DEMOLITION NOTES:

1. PAVEMENT DEMOLITION SHALL INCLUDE REMOVAL AND DISPOSAL OF EXISTING

BASE MATERIAL DOWN TO EXISTING SUBGRADE.

2. EXISTING ASPHALT PAVEMENT TO BE REMOVED SHALL BE SAW-CUT AT THE LIMITS

AS SHOWN ON THE PLANS. IN AREAS OF NEW CURBS AND SIDEWALKS SAW-CUT

LIMITS SHALL BE A MINIMUM OF 1-FOOT CLEARANCE OUTSIDE OF NEW CURB OR

SIDEWALK LINES (TYPICAL). ANY ADDITIONAL PAVEMENT REMOVAL FOR THE

CONVENIENCE OF THE CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S

EXPENSE.

3. ALL EXISTING CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST

JOINT, OR REMOVED AND REPLACED AT THE NEAREST EXPANSION JOINT AS

NECESSARY, (COORDINATE WITH THE ARCHITECT).

4. EXISTING SITE FURNISHINGS TO BE REMOVED SHALL BE DISMANTLED AND

TEMPORARILY STORED ON-SITE FOR REUSE AS DIRECTED BY THE CONSTRUCTION

MANAGER OR ARCHITECT. ALL SITE FURNISHINGS NOT TO BE REUSED SHALL BE

DISPOSED OF BY THE CONTRACTOR.

5. EXISTING UNDERGROUND FACILITIES TO BE REMOVED SHALL BE EXCAVATED AND

COMPLETELY REMOVED DOWN TO SUITABLE BEDDING MATERIAL OR SUBGRADE.

ALL EXCAVATIONS OR VOIDS SHALL BE BACKFILLED AND COMPACTED WITH

APPROVED EARTH OR SELECT MATERIAL AS SPECIFIED.

6. ALL EXISTING UNDERGROUND PIPES TO BE ABANDONED IN PLACE SHALL BE

FILLED, CAPPED OR PLUGGED IN AN APPROVED MANNER.

7. ALL SITE DEMOLITION SHALL BE IN CONFORMANCE WITH THE PROJECT MANUAL

AND TECHNICAL SPECIFICATIONS, SECTIONS ON SITE CLEARING AND SELECTIVE

DEMOLITION.

8. ALL DEMOLITION DEBRIS SHALL BE TRANSPORTED OFF-SITE AND LEGALLY

DISPOSED OF BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY THE

OWNER OR CONSTRUCTION MANAGER. ALL TRANSPORTATION AND DISPOSAL

COSTS INCLUDING ANY NECESSARY PERMITS AND FEES SHALL BE INCLUDED IN

THE CONTRACT PRICE.

STORMWATER POLLUTION PREVENTION NOTES:

1.TAKE THE FOLLOWING STEPS TO PREVENT LITTER, CHEMICALS AND

DEBRIS FROM ENTERING STORM DRAINS AND DISCHARGES:

A. PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT

CONTROL DEVICES AS OUTLINED IN THE PROJECT DOCUMENTS

AND IN COMPLIANCE WITH THE LATEST EDITION OF THE NEW YORK

STATE STANDARDS AND SPECIFICATIONS FOR THE EROSION AND

SEDIMENT CONTROL.

B. PROPERLY CONTAIN AND DISPOSE OF MATERIALS USED ON SITE.

THE CONTRACTOR TO CONTACT THE NYSDEC SPILLS HOTLINE

(1-800-457-7362) IN THE EVENT A SPILL OCCURS DURING

CONSTRUCTION.

C. CLEAN UP SPILLS IMMEDIATELY TO MINIMIZE SAFETY HAZARDS

AND PREVENT SPREADING.

D. CONTROL LITTER BY SWEEPING AND PICKING IT UP DAILY.

E. IF POSSIBLE, DO NOT STORE FUEL OR PETROLEUM PRODUCTS ON

SITE. IF FUEL/PETROLEUM PRODUCTS ARE STORED ON SITE:

a. USE SECONDARY CONTAINMENT MEASURES.

b. HAVE EQUIPMENT ON SITE TO CONTAIN AND CLEAN UP

SPILLS IN FUEL STORAGE AREAS OR ON BOARD MAINTENANCE

AND FUELING VEHICLES.

c. CONTAIN AND CLEAN UP SPILLS IMMEDIATELY.

d. USE PREVENTATIVE MAINTENANCE FOR ON-SITE EQUIPMENT.

e. OVERSEE ALL FILLING OPERATIONS.

F. PRACTICE GOOD HOUSEKEEPING AND EDUCATE EMPLOYEES ON

POLLUTION PREVENTION MEASURES.

a. STORE MATERIALS AND CHEMICALS IN A NEAT AND ORDERLY

MANNER AND IN AREAS DESIGNATED FOR SUCH STORAGE.

b. ROUTINELY DISPOSE OF GARBAGE, RUBBISH, CONSTRUCTION WASTE AND SANITARY WASTE.

c. PROMPTLY CLEAN UP ANY SPILLS.

d. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO BE

PROTECTED TO PREVENT THE DEPOSITION OF MATERIALS

ONTO TRAVERSE PUBLIC THOROUGHFARE(S) EITHER BY

INSTALLING AND MAINTAINING A STABILIZED CONSTRUCTION

ENTRANCE OR BY WASHING VEHICLE WHEELS IN A SAFE

DISPOSAL AREA. MATERIALS DEPOSITED ONTO PUBLIC

THOROUGHFARE(S) TO BE REMOVED IMMEDIATELY. PROPER

PRECAUTIONS ARE TO BE TAKEN TO ENSURE THAT MATERIALS

DEPOSITED ONTO PUBLIC THOROUGHFARE(S) ARE REMOVED

SO THAT THEY DO NOT ENTER DRAINAGE SYSTEMS. SWEEPING

OF ROADS UTILIZED DURING CONSTRUCTION SHALL BE DONE

ON A DAILY BASIS AT A MINIMUM OR AS ORDERED BY THE

OWNER.

e. THE CONTRACTOR TO PROVIDE DUST CONTROL MEASURES

BEFORE DUST MIGRATES OFF-SITE. SITE CONTRACTOR TO

HAVE A WATER TRUCK OR OTHER ACCEPTABLE MEANS OF

CONTROLLING DUST AVAILABLE AT ALL TIMES.

f. PRODUCTS TO BE KEPT IN THEIR ORIGINAL CONTAINERS WITH

THE ORIGINAL MANUFACTURER'S LABEL.

g. SUBSTANCES ARE NOT TO BE MIXED WITH ONE ANOTHER

UNLESS RECOMMENDED BY THE MANUFACTURER.

h. WHENEVER POSSIBLE, PRODUCT IS TO BE USED UP OR

PACKAGES RESEALED BEFORE PROPER DISPOSAL OF

CONTENTS AND CONTAINERS OFF-SITE.

i. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND

DISPOSAL ARE TO BE FOLLOWED.

j. INSPECTION TO BE MADE FOR PROPER USE AND DISPOSAL

OF MATERIALS DURING PERIODIC INSPECTIONS AND RECORDED

ON THE INSPECTION REPORT FORM.

G. FOR CONSTRUCTION WASTE:

a. SELECT A DESIGNATED WASTE AREA.

b. PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS

OR COVERS THAT CAN BE PLACED OVER CONTAINERS PRIOR

TO RAINFALL.

c. WHEN POSSIBLE, LOCATE CONTAINERS IN A COVERED AREA.

d. ARRANGE FOR WASTE COLLECTION PRIOR TO CONTAINER

OVERFLOW.

e. IF A CONTAINER DOES SPILL, CLEAN IT UP IMMEDIATELY.

f. CONSTRUCTION WASTE TO BE COLLECTED, REMOVED AND

DISPOSED OF IN AUTHORIZED DISPOSAL AREAS.

g. DISPOSAL METHODS TO MEET THE REQUIREMENTS OF

FEDERAL, STATE AND LOCAL AUTHORITIES.

2. UTILIZE THE POLLUTION PREVENTION MEASURES OUTLINES ABOVE

TO PREVENT POLLUTANTS FROM STORED MATERIALS FROM

REACHING THE STORMWATER CONVEYANCE DEVICES AND

DISCHARGES.

3. IF FIELD CONDITIONS RENDER THE EROSION AND SEDIMENT

CONTROL MEASURES INEFFECTIVE IN MINIMIZING POLLUTANTS FROM

STORMWATER DISCHARGES THEN THE OWNER SHALL UPDATE OR

AMEND THE CONTRACT DRAWINGS TO ADDRESS THE DEFICIENCY.

THE CONTRACTOR TO INSTALL/CONSTRUCT ANY NEW FACILITIES

WITHIN 24-HOURS OF NOTIFICATION AS A RESULT OF THE

MODIFICATIONS.

4. UPON FINAL STABILIZATION OF THE SITE, REMOVE TEMPORARY

EROSION AND SEDIMENT CONTROL DEVICES. REPLACE FAILING OR

UNSATISFACTORY MEASURES. CLEAN STORMWATER CATCH BASINS,

MANHOLES AND PIPING. AS NECESSARY.

BACK, TOP OF CURB ELEV. BC:

BITUMINOUS BIT.

BUILDING BLDG.

CATCH BASIN SQUARE CB

CATCH BASIN ROUND CB

CONCRETE CONC.

CONTROL POINT CP

CORNER COR.

DECIDUOUS TREE W/ DIA

DEED D.

DIAMETER DIA.

EAST E.

ELEVATION ELEV

ELECTRICAL MANHOLE EMH

EXISTING EX.

FENCE FNC.

FIRST FLOOR ELEVATION FFE:

HYDRANT HYD.

INVERT INV.

IRON PIPE IP.

LIBER L

LIGHTPOLE LP

MAP MP.

MEASURED MS.

NORTH N.

PAGE P.

POLYVINYL CHLORIDE PVC

PORCH PO.

POWER POLE PP

SANITARY SEWER CO

CLEAN OUT

SANITARY SEWER SMH

MANHOLE

SOUTH S.

SPOT ELEVATION

STORY STY.

TOP OF CURB TC:

TYPICAL TYP.

WATER VALVE WV

WEST W.

WITH W/

WOOD WD.

WOODFRAME W.F.

YARD DRAIN YD

DETAIL TOPOGRAPHIC LIMITS

FENCE LINE

MAJOR CONTOUR LINE (2.0')

MINOR CONTOUR LINE (0.5')

XXX

18"

0 L

XXX

PLPROPERTY LINE

OVERHEAD ELECTRIC

SANITARY SEWER LINE

STORM SEWER LINE

REMOVALS

1. REMOVE AND DISPOSE OF CONCRETE SIDEWALK

2. REMOVE AND DISPOSE OF ASPHALT PAVEMENT

3. SAWCUT ASPHALT / SAWCUT CONCRETE SIDEWALK AT

NEAREST JOINT

4. REMOVE AND DISPOSE OF CONCRETE CURB

5. PROVIDE TEMPORARY CONSTRUCTION FENCE AND 10'

WIDE DOUBLE SWING GATE, TO BE REMOVED UPON

PROJECT COMPLETION

6. REMOVE WOODEN WALKWAY, RAILINGS, AND WALKWAY

FOUNDATION AT EXISTING BUILDING ENTRANCE

7. TOPSOIL STOCKPILE AND LAWN REMOVAL AS NECESSARY

8. REMOVE EXISTING SHRUBS

9. REMOVE EXISTING TREE

DEMO LEGEND:

CONTRACT LIMIT LINE

CONCRETE SIDEWALK REMOVAL

ASPHALT PAVEMENT REMOVAL

SAWCUT ASPHALT/ SAWCUT CONCRETE SIDEWALK AT

NEAREST JOINT

REMOVE AND DISPOSE OF CONCRETE CURB

TEMPORARY CHAINLINK CONSTRUCTION FENCE, TO BE

REMOVED UPON PROJECT COMPLETION; REFER TO

DETAIL 13/C-501

NEW SANITARY SEWER CLEANOUT (FOR ESC

COORDINATION, REFER TO C-121)

NEW STORM SEWER CLEANOUT (FOR ESC

COORDINATION, REFER TO C-121)

NEW CATCH BASIN (FOR ESC COORDINATION, REFER TO

C-121)

COMPOSITE SILT FENCE

REFER TO DETAIL 3/C-501

SEDIMENT LOG (PAVEMENT)

REFER TO DETAIL 4/C-501

INLET PROTECTION

REFER TO DETAIL 1 & 2/C-501

CONC.TRUCK WASHOUT BASIN

REFER TO DETAIL 5/C-501

STABILIZED CONSTRUCTION ENTRANCE

REFER TO DETAIL 6/C-501

AutoCAD SHX Text

FFE:638.08

AutoCAD SHX Text

FFE:638.04

AutoCAD SHX Text

TC:636.33

AutoCAD SHX Text

TC:635.97

AutoCAD SHX Text

BC:635.61

AutoCAD SHX Text

TC:635.54

AutoCAD SHX Text

FFE:638.22

AutoCAD SHX Text

TC:632.20

AutoCAD SHX Text

BC:631.84

AutoCAD SHX Text

TC:633.15

AutoCAD SHX Text

BC:632.72

AutoCAD SHX Text

BC:633.42

AutoCAD SHX Text

TC:633.85

AutoCAD SHX Text

BC:634.05

AutoCAD SHX Text

TC:634.48

AutoCAD SHX Text

TC:635.23

AutoCAD SHX Text

BC:634.83

AutoCAD SHX Text

BC:637.53

AutoCAD SHX Text

BC:637.48

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

TC:637.99

AutoCAD SHX Text

TC:638.04

AutoCAD SHX Text

SCALE: 1''= 10'-0"

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

%%UEXISTING LEGEND:

AutoCAD SHX Text

TC:000.00

AutoCAD SHX Text 000.00

AutoCAD SHX Text

BC:000.00

AutoCAD SHX Text E

AutoCAD SHX Text S

N C

. W

C O

N C

. W

C O

N C

. W

COVERED

WD. PO.

6.2'

COVERED

CONC. PO.

CONC.

UTILITY PAD

14.7'

1 STY. W.F.

BUILDING #907

C O

N C

. P

GRASS

G R

LANDSCAPING

638.0

636.5

636.0

635.5

634.5

634.0

633.5 632.5

637.5

637.0

637.5

PPPP

PP OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

CONC. WALK

D H

P L

PLPL

O E

637.0

636.0

635.0

634.5

635.5

636.5

637.5

. I

' E

. R

' E

635.0 E. LINE MICHIGAN AVENUE

GRANITE CURB

C O

N C

. C U

R B

CONC. CURB

G C

M N

WD. FNC.

CH. LINK FNC.

5' SETBACK

15' SETBACK

BENCHMARK: "X" MARK ON

BONNET BOLT ON HYDRANT

ELEV:637.45

637.0

637.5

633.0

917 MICHIGAN

AVE.

P L P L

PL PL

ALTERNATE #2 WORK AREA

2.00' TYP.

R2.50'

(60 LF +/-)

10.75'

4.00'

8.00'

4.00' TYP.

2.00' TYP.

4.00'

67.00' +/-

37.00'

R2.50'

73.00' +/-

103 LF +/-

7.42'

18.00' +/-

RESET CHAINLINK FENCE

20 LF +/-

CONTRACTOR TO REMOVE CONSTRUCTION ENTRANCE AND

FENCING IN STAGING AREA, UPON PROJECT COMPLETION.

RESTORE DAMAGED LAWN AREA WITH 6" NEW TOPSOIL IN

ESTABLISHED TURF, SLOPE TO DRAIN TOWARDS ROADWAY .

FINISHED GRADE SHALL BE 1/2" BELOW SIDEWALK TO ALLOW FOR

DRAINAGE.

LAWN/LANDSCAPE RESTORATION AS NEEDED,

MATCH EXISTING

BACKUP GENERATOR PAD

REFER TO E-SERIES DRAWINGS

4.00'

17.00'

4.00'

6.50 TYP.

VRF PAD,

REFER TO M-SERIES DRAWINGS

(REMOVE EXISTING SOIL AND

INSTALL STONE MULCH

BETWEEN FENCES)

65.00' +/-

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

12.31.2028

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

SIRACUSE ENGINEERS PC

MEP ENGINEER

ME ENGINEERING

CIVIL ENGINEER

WATTS ARCHITECTS AND ENGINEERS

716.206.5100

PR#: 2XXXX

PR#: 20250675

08.10.2026ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

907 MICHIGAN AVE

BUFFALO, NY 14203

ROSWELL COMMUNITY

OUTREACH AND

ENGAGEMENT CENTER

PHASE 2

ADDITIONAL BUILDINGS:

APB

25103

R :\2

I O ut re ac h

En ga

\1 8.

D \C iv \2

Si te

.d w g Au g

, 2

6, :0 9p m

716.852.1894 EXT.116

716.845.5092

DASNY/BID SUBMISSION08.10.2026

CIVIL SITE PLAN

C-111

SCALE: 1" = 10'1 CIVIL SITE PLAN

NEW WORK LEGEND:

CONTRACT LIMIT LINE

ALTERNATE #2 WORK AREA

BUILDING ADDITION

NEW CONCRETE SIDEWALK

NEW ASPHALT PAVEMENT

NEW WOODEN FENCE (MATCH EXISTING)

RESET CHAINLINK FENCE

NEW TREE PLANTING (1/C-502)

NEW SHRUB PLANTING (2/C-502)

LAWN RESTORATION

BIOSWALE

NEW CONCRETE CURB

STONE MULCH

GENERAL SITE WORK NOTES

1. COORDINATE START-UP AND ALL CONSTRUCTION ACTIVITIES WITH THE ARCHITECT AND OWNER.

2. CONSTRUCTION METHODS AND MATERIALS NOT SPECIFIED ON THESE PLANS ARE TO MEET OR EXCEED

THE STANDARD SPECIFICATIONS AS SPECIFIED IN THE CONTRACT PROJECT MANUAL.

3. ALL CONSTRUCTION IN LOCAL, COUNTY OR STATE RIGHT-OF-WAYS SHALL BE IN CONFORMANCE WITH

ALL REQUIREMENTS, RULES AND SPECIFICATIONS OF THE CORRESPONDING AGENCY. ALL WORK

PERMITS AND FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL CONDUCT THE WORK IN A MANNER THAT WILL INSURE, AS FAR AS

PRACTICABLE, THE LEAST OBSTRUCTION TO TRAFFIC AND SHALL PROVIDE FOR THE CONVENIENCE AND SAFETY OF THE GENERAL PUBLIC AND RESIDENTS ALONG AND ADJACENT TO HIGHWAYS IN THE

CONSTRUCTION AREA IN AN ADEQUATE AND SATISFACTORY MANNER.

5. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING SITE UTILITIES DURING CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISRUPTION OF UTILITY SERVICE AND DAMAGE TO EXISTING SITE FEATURES, INCLUDING UNDERGROUND UTILITIES, RESULTING FROM THEIR OPERATIONS

IN EXECUTION OF THE WORK.

6. THE CONTRACTOR SHALL LOCATE MARK SAFEGUARD AND PRESERVE ALL SURVEY CONTROL

MONUMENTS AND R.O.W MONUMENTS IN THE AREAS OF CONSTRUCTION.

7. REFERENCES TO N.Y.S.D.O.T. STANDARDS SHALL MEAN THE "STANDARD SPECIFICATIONS,

CONSTRUCTION AND MATERIALS, OFFICE OF ENGINEERING, NEW YORK STATE DEPARTMENT OF

TRANSPORTATION SEPTEMBER 1, 2025" WITH ALL CURRENT ADDENDA.

8. DEMOLITION, STAGING AND GRADING SHALL BE KEPT WITHIN THE CONTRACT LIMIT LINE AS SHOWN ON THE PLANS. CONTRACTOR SHALL PROTECT EXISTING TREES AND VEGETATION DESIGNATED TO BE

SAVED, BOTH INSIDE AND OUTSIDE THE CONTRACT LIMIT LINE.

9. THE CONTRACTOR SHOULD LOCATE ALL PERTINENT PROPERTY, EASEMENT AND/OR RIGHT OF WAY

LINES PRIOR TO COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL NOT TRESPASS OR

COMMENCE WORK ON OTHER PROPERTIES, EASEMENTS, OR RIGHT OF WAYS WITHOUT PROPERLY

NOTIFYING AND MEETING THE NECESSARY REQUIREMENTS OF THE PROPERTY OWNER OR

AUTHORIZED AGENCY.

SITE LAYOUT NOTES:

1. ALL SITE LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL COSTS FOR SITE

LAYOUT SHALL BE INCLUDED IN THE CONTRACT PRICE.

2. ALL SITE LAYOUT SHALL BE IN ACCORDANCE WITH THE PLANS. THE CONTRACTOR SHALL

VERIFY ALL GRADES, ELEVATIONS AND DIMENSIONS IN THE FIELD. ANY DISCREPANCIES

AND/OR CONFLICTS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND ENGINEER

FOR RESOLUTION PRIOR TO CONTINUING WITH THE AFFECTED WORK.

3. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS INDICATED OTHERWISE.

4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT NUMBERS,

LOCATIONS AND DIMENSIONS OF VESTIBULE EXIT PORCHES, PRECISE BUILDING DIMENSIONS

AND EXACT LOCATIONS AND NUMBER OF BUILDING UTILITY ENTRANCES.

5. BUILDING DIMENSIONS AS SHOWN ARE NOT INTENDED FOR ACTUAL BUILDING LAYOUT.

SPECIFIC LAYOUT DIMENSIONS SHOULD UTILIZE THE ACTUAL BUILDING PLANS. ANY

DISCREPANCIES BETWEEN BUILDING PLANS AND THOSE INDICATED ON THESE PLANS

SHOULD BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITH THE

WORK. THE CONTRACTOR SHOULD STAKE OUT AND VERIFY EACH OF THE DIMENSIONS

INDICATED PRIOR TO COMMENCEMENT OF WORK.

6. ALL NEW SIDEWALKS WIDTHS AS SHOWN ARE EXCLUSIVE OF INTEGRAL CURB UNLESS NOTED

OTHERWISE. SIDEWALK LOCATIONS TO BE COORDINATED WITH BUILDING ENTRANCES ON

ARCHITECTURAL PLANS.

BACK, TOP OF CURB ELEV. BC:

BITUMINOUS BIT.

BUILDING BLDG.

CATCH BASIN SQUARE CB

CATCH BASIN ROUND CB

CONCRETE CONC.

CONTROL POINT CP

CORNER COR.

DECIDUOUS TREE W/ DIA

DEED D.

DIAMETER DIA.

EAST E.

ELEVATION ELEV

ELECTRICAL MANHOLE EMH

EXISTING EX.

FENCE FNC.

FIRST FLOOR ELEVATION FFE:

HYDRANT HYD.

INVERT INV.

IRON PIPE IP.

LIBER L

LIGHTPOLE LP

MAP MP.

MEASURED MS.

NORTH N.

PAGE P.

POLYVINYL CHLORIDE PVC

PORCH PO.

POWER POLE PP

SANITARY SEWER CO

CLEAN OUT

SANITARY SEWER SMH

MANHOLE

SOUTH S.

SPOT ELEVATION

STORY STY.

TOP OF CURB TC:

TYPICAL TYP.

WATER VALVE WV

WEST W.

WITH W/

WOOD WD.

WOODFRAME W.F.

YARD DRAIN YD

DETAIL TOPOGRAPHIC LIMITS

FENCE LINE

MAJOR CONTOUR LINE (2.0')

MINOR CONTOUR LINE (0.5')

XXX

18"

0 L

XXX

PLPROPERTY LINE

OVERHEAD ELECTRIC

SANITARY SEWER LINE

STORM SEWER LINE

QTY KEY BOTANICAL NAME COMMON NAME SIZE ROOT COMMENT

PLANT LEGEND

PG/MA

- BS BUXUS SEMPERVIRENS BOXWOOD 18" HT. MIN. No.3 cont SPACED 5' O.C

- PA PYRUS ARBUTIFOLIA RED CHOKE BERRY 18" HT. MIN. No.3 cont SPACED 5' O.C.

- HP HYDRANGEA PANICULATA 'BOBO' BOBO HARDY HYDRANGEA 15" HT. MIN. No.3 cont SPACED 3'-4' O.C.

HA/HP/BS/MS

11+/-

- CS CORNUS SERICEA RED TWIG DOGWOOD 18" HT. MIN. No.3 cont SPACED 5' O.C

- MS MISCANTHUS SINENSIS "LITTLE MISS" LITTLE MISS DWARF MAIDEN GRASS 15" HT. MIN. No.3 cont SPACED 3' O.C.

1. CONCRETE SIDEWALK (7,8/C-501)

2. ASPHALT PAVEMENT (10/C-501)

3. WOODEN FENCE (12/C-501)

4. BIOSWALE (3/C-502)

5. NEW CONCRETE CURB (11/C-501)

6. STONE MULCH (9/C-501)

DETAILS KEY:

1. LAWN RESTORATION

2. NEW SIGN, REFER TO A-SERIES DRAWINGS

3. MULCH PLANTING BED

ANNOTATION KEY:

BS/PA/PV/HA/HP/CS/MS

40+/-

- PV PANICUM VIRGATUM 'PRAIRIE SKY' PRAIRIE SKY SWITCHGRASS CLUMP No.3 cont SPACED 3'-4' OC

PLANTING NOTE:

MULTIPLE PLANT TYPES LISTED ON A SINGLE LINE INDICATE POSSIBLE PLANTING OPTIONS.

BOTTOM NUMBER INDICATES APPROXIMATE AMOUNT BASED ON SPACING. OWNER TO CONFIRM

PLANT TYPES AND CONFIGURATION.

- PG PICEA GLAUCA 'CONICA' DWARF ALBERTA SPRUCE 18" HT.MIN. No.3 cont SPACED 5' O.C.

- HA HYDRANGEA ARBORESCENS 'BLUSH' BLUSH SMOOTH HYDRANGEA 15" HT. MIN. No.3 cont SPACED 3'-4' O.C.

- MA MALUS X 'SNOWDRIFT' SNOWDRIFT FLOWERING CRABAPPLE 18" HT. MIN. No.3 cont SPACED 5' O.C.

BIOSWALE

PLANTING:

PG/MA

AutoCAD SHX Text

FFE:638.08

AutoCAD SHX Text

FFE:638.04

AutoCAD SHX Text

TC:636.33

AutoCAD SHX Text

TC:635.97

AutoCAD SHX Text

BC:635.61

AutoCAD SHX Text

TC:635.54

AutoCAD SHX Text

FFE:638.22

AutoCAD SHX Text

TC:632.20

AutoCAD SHX Text

BC:631.84

AutoCAD SHX Text

TC:633.15

AutoCAD SHX Text

BC:632.72

AutoCAD SHX Text

BC:633.42

AutoCAD SHX Text

TC:633.85

AutoCAD SHX Text

BC:634.05

AutoCAD SHX Text

TC:634.48

AutoCAD SHX Text

TC:635.23

AutoCAD SHX Text

BC:634.83

AutoCAD SHX Text

BC:637.53

AutoCAD SHX Text

BC:637.48

AutoCAD SHX Text E

AutoCAD SHX Text

TC:637.99

AutoCAD SHX Text

TC:638.04

AutoCAD SHX Text

SCALE: 1''= 10'-0"

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

%%UEXISTING LEGEND:

AutoCAD SHX Text

TC:000.00

AutoCAD SHX Text 000.00

AutoCAD SHX Text

BC:000.00

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

SHRUBS

TREES

638.00

636.00

635.00 636.00

637.00

638.00

637.50

635.00

634.00 633.50

635.50

636.50

635.00

634.50

636.00 635.50

638.00

MICHIGAN AVENUE (66.0')

C O

N C

. W

C O

N C

. W

C O

N C

. W

COVERED

WD. PO.

6.2'

COVERED

CONC. PO.

CONC.

UTILITY PAD

14.7'

1 STY. W.F.

BUILDING #907

C O

N C

. P

W V

C O

GRASS

G R

LANDSCAPING

C O

638.0

636.5

636.0

635.5

634.5

634.0

633.5 632.5

637.5

637.0

637.5

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

W V

(U N

T O

SMH

RIM:634.33

(UNABLE TO OPEN)

SASASASASASASASASASA CONC. WALK

STSTSTST

D H

637.0

636.0

635.0

634.5

635.5

636.5

637.5

. I

' E

. R

' E

635.0

C O

N C

. C U

R B

CONC. CURB

SMH

RIM:634.17

N. INV.;626.92 (12" CLAY)

S. INV.;626.92 (12" CLAY)

" P

N . I

N V.

(8 " P

" P

C B

N . I

N V.

(8 " H

2" H

" P

G C

M N

WD. FNC.

CH. LINK FNC.

5' SETBACK

15' SETBACK

BENCHMARK: "X" MARK ON

BONNET BOLT ON HYDRANT

ELEV:637.45

EXIST. WATER MAIN

APPROX. LOCATION, NFV

637.0

637.5

633.0

ST ST ST ST

917 MICHIGAN

AVE.

P L P L

PL PL

ST ST ST ST ST ST ST ST

EXIST. 30" RCP STORM SEWER, FROM RECORD

DRAWINGS, NFV

EXIST. 12" CLAY SAN. SEWER

EXIST. WALL MOUNTED ELECTRIC

METERS (4)

EXIST. 6" SMT STORM FOR

DOWNSPOUTS

(BASED ON RECORD DRAWINGS ONLY,

NFV)

BIOSWALE,

REFER TO C-111

5.00' MIN. (TYP.)

NEW CATCH BASIN, CB-1

RIM: 634.00

E. 6" IN INV. 630.00

W. 6" OUT INV. 629.98

MIN. INV. AT BLDG TO

MAINTAIN 1.0% SLOPE:

6" INV. 630.10

EXIST. 4" WATER

ELEV. AT BLDG:

629.66 +/-

(FROM RECORD

DRAWINGS, NFV)

+/-12 LF 6" SICPP

@1.0 % MIN.

35 LF 6" SICPP

@ 1.0% MIN.

70 LF 4" PVC

(SDR-35)

@2.0% SLOPE MIN.

8 LF 4" PVC

(SDR-35)

@2.0% SLOPE MIN. MIN. INV. AT BUILDING TO

MAINTAIN 2.0% SLOPE:

4" INV. 631.93

6" SICPP OUTLET INV. 634.00

37 LF 6" SICPP

@1.0 % MIN.

6" SICPP INV. 634.37

6" SICPP INV. 635.23

SAN. C.O

CONNECT TO EXIST. STORM,

FIELD VERIFY EXISTING INV.

STORM C.O

8"x4" TAPPING SLEEVE AND

VALVE

4" DIA 45 DEGREE BENDS

+/- 87 LF 4" DI FIRE

PROTECTION LINE

STORM C.O

86 LF 6" SICPP

@1.0 % MIN.

1.5' MIN. VERTICAL

SEPARATION BETWEEN

WATER AND SANITARY

4" GATE

VALVE

REFER TO PLUMBING

DRAWINGS FOR

CONTINUATION

6" INV. 627.20

EXIST. 30" INV. 626.08 +/-

CONTRACTOR TO LOCATE

AND PROTECT EXISTING

UTILITIES AT BUILDING

CORNER

4" INV. AT SAN CONNECTION:

630.55

7 LF 6" SICPP

@ 1.0% MIN.

STORM C.O

2" S

" W

0" S

' M

. FINISHED GRADE

STORM C.O.

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

12.31.2028

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

SIRACUSE ENGINEERS PC

MEP ENGINEER

ME ENGINEERING

CIVIL ENGINEER

WATTS ARCHITECTS AND ENGINEERS

716.206.5100

PR#: 2XXXX

PR#: 20250675

08.10.2026ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

907 MICHIGAN AVE

BUFFALO, NY 14203

ROSWELL COMMUNITY

OUTREACH AND

ENGAGEMENT CENTER

PHASE 2

ADDITIONAL BUILDINGS:

APB

25103

R :\2

I O ut re ac h

En ga

\1 8.

D \C iv \2

U til ity .d w g

Au g

, 2

6, :1

2p m

716.852.1894 EXT.116

716.845.5092

DASNY/BID SUBMISSION08.10.2026

CIVIL SITE

UTILITY PLAN

C-121

SCALE: 1" = 10'1 CIVIL SITE UTILITY PLAN

NEW WORK LEGEND:

CONTRACT LIMIT LINE

NEW SANITARY SEWER

NEW SANITARY SEWER CLEANOUT (C.O)

NEW STORM PIPE

NEW STORM CLEANOUT (C.O)

DOWNSPOUT LOCATION

(REFER TO A-SERIES DRAWINGS)

NEW CATCH BASIN

BIOSWALE (REFER TO C-111)

NEW FIRE PROTECTION WATER LINE

NEW WATER VALVE

NEW 4" PERFORATED SICPP UNDERDRAIN

R :\2

I O ut re ac h

En ga

\1 8.

D \C iv \2

U til ity .d w g

Au g

, 2

6, :1

2p m

GENERAL UTILITY CONSTRUCTION NOTES:

1. ALL EXISTING CONDITIONS HAVE BEEN SURVEYED OR DESIGNED BY OTHERS. NO WARRANTY

OF THE ACCURACY OF THE LOCATIONS OF EXISTING SITE IMPROVEMENTS BY OTHERS AS

SHOWN HEREON IS EXPRESSED OR IMPLIED BY WATTS ENGINEERS.

2. THE CONTRACTOR SHALL VERIFY ALL GRADES, ELEVATIONS AND DIMENSIONS IN THE FIELD.

ANY DISCREPANCIES AND/OR CONFLICTS WITH OTHER EXISTING OR PROPOSED

IMPROVEMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER FOR RESOLUTION.

3. ALL CONSTRUCTION IN PUBLIC RIGHT-OF-WAYS SHALL BE IN CONFORMANCE WITH ALL

SPECIFICATIONS, RULES AND REGULATIONS OF THE CORRESPONDING AGENCY HAVING

JURISDICTION. ALL NECESSARY WORK PERMITS, TAP PERMITS, AND FEES SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL RESTORE ALL EXISTING SITE IMPROVEMENTS TO THEIR ORIGINAL

CONDITION AS NECESSARY INCLUDING EXISTING UTILITIES, LAWN AREAS, SIDEWALKS,

PAVEMENT, CURBS, SIGNS, FENCES, ETC.

5. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING SITE UTILITIES DURING

CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ANY DISRUPTION OF UTILITY

SERVICES AND DAMAGE TO EXISTING SITE IMPROVEMENTS, INCLUDING UNDERGROUND

UTILITIES, RESULTING FROM THE OPERATIONS IN EXECUTION OF THE WORK.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE WORK AREA AND PROVIDE SAFETY

BARRIERS AROUND ANY AREAS OF INCOMPLETE WORK. MINIMUM REQUIREMENTS SHALL BE

THAT ANY OPEN TRENCHES SHALL BE SURROUNDED BY CONTINUOUS FOUR-FOOT HIGH

ORANGE PLASTIC CONSTRUCTION BARRIER FENCING OR COVERED WITH 1-INCH THICK STEEL

PLATE.

7. WHERE EXCAVATIONS CROSS EXISTING UTILITIES THE CONTRACTOR SHALL PROVIDE

TEMPORARY SUPPORTS AS REQUIRED. TEMPORARY SUPPORTS SHALL BE REMOVED UPON

COMPLETION OF BACKFILLING AND COMPACTION.

8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF STABLE

TEMPORARY TRENCHES INCLUDING UTILIZATION OF TEMPORARY SHEETING, BRACING AND

DEWATERING AS NECESSARY TO MAINTAIN TRENCH STABILITY AND SAFETY.

9. UTILITIES CONSTRUCTED IN FILL OR BACKFILL SHALL UTILIZE SELECT FILL MATERIAL

COMPACTED TO 95% OF MAXIMUM DENSITY AT +/- 2% OF THE OPTIMUM MOISTURE CONTENT AS

DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557). FILL OR BACKFILL MATERIAL

SHALL BE PLACED PRIOR TO EXCAVATION OF UTILITY TRENCHES.

10. FINAL RESTORATION SHALL INCLUDE CLEARING OF DEBRIS FROM ALL EXISTING AND NEW

MANHOLES AND JET-FLUSHING OF ALL EXISTING AND NEW STORM AND SANITARY SEWER LINES

AFFECTED BY CONSTRUCTION.

BACK, TOP OF CURB ELEV. BC:

BITUMINOUS BIT.

BUILDING BLDG.

CATCH BASIN SQUARE CB

CATCH BASIN ROUND CB

CONCRETE CONC.

CONTROL POINT CP

CORNER COR.

DECIDUOUS TREE W/ DIA

DEED D.

DIAMETER DIA.

EAST E.

ELEVATION ELEV

ELECTRICAL MANHOLE EMH

EXISTING EX.

FENCE FNC.

FIRST FLOOR ELEVATION FFE:

HYDRANT HYD.

INVERT INV.

IRON PIPE IP.

LIBER L

LIGHTPOLE LP

MAP MP.

MEASURED MS.

NORTH N.

PAGE P.

POLYVINYL CHLORIDE PVC

PORCH PO.

POWER POLE PP

SANITARY SEWER CO

CLEAN OUT

SANITARY SEWER SMH

MANHOLE

SOUTH S.

SPOT ELEVATION

STORY STY.

TOP OF CURB TC:

TYPICAL TYP.

WATER VALVE WV

WEST W.

WITH W/

WOOD WD.

WOODFRAME W.F.

YARD DRAIN YD

DETAIL TOPOGRAPHIC LIMITS

FENCE LINE

MAJOR CONTOUR LINE (2.0')

MINOR CONTOUR LINE (0.5')

XXX

18"

0 L

XXX

PLPROPERTY LINE

OVERHEAD ELECTRIC

SANITARY SEWER LINE

STORM SEWER LINE

WATER SERVICE NOTES:

1. ALL WATER LINES CONSTRUCTED UNDER PAVED AREAS SHALL BE BACKFILLED WITH

SELECT BACKFILL, PLACED IN UNIFORM LIFTS OF A MAXIMUM THICKNESS NOT EXCEEDING

A LOOSE MEASUREMENT OF SIX (6) INCHES AND MECHANICALLY COMPACTED.

2. ALL WATER MAIN CONSTRUCTION SHALL CONFORM TO THE AUTHORITY HAVING

JURISDICTION PLUMBING DEPT. REQUIREMENTS.

3. NEW WATERLINES SHALL BE INSTALLED TO MAINTAIN A MINIMUM 5 FEET HORIZONTAL AND

1.5 FEET VERTICAL SEPARATION FROM EXISTING AND PROPOSED SANITARY AND STORM

SEWERS.

4. ALL NEW WATER SERVICES SHALL BE PRESSURE TESTED, CLEANED, CHLORINATED,

FLUSHED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE WITH AWWA C-600, SECTION

4 AND AWWA C-651 (EXCLUDING SECTION 5.1), LATEST REVISIONS. DISINFECTION SHALL

ALSO BE IN COMPLIANCE WITH AWWA C-651.

SCALE: 1" = 20'H; 1" = 5'V2 NEW STORM SEWER: BLDG TO EXISTING 30" STORM

AutoCAD SHX Text

FFE:638.08

AutoCAD SHX Text

FFE:638.04

AutoCAD SHX Text

TC:636.33

AutoCAD SHX Text

TC:635.97

AutoCAD SHX Text

BC:635.61

AutoCAD SHX Text

TC:635.54

AutoCAD SHX Text

FFE:638.22

AutoCAD SHX Text

TC:632.20

AutoCAD SHX Text

BC:631.84

AutoCAD SHX Text

TC:633.15

AutoCAD SHX Text

BC:632.72

AutoCAD SHX Text

BC:633.42

AutoCAD SHX Text

TC:633.85

AutoCAD SHX Text

BC:634.05

AutoCAD SHX Text

TC:634.48

AutoCAD SHX Text

TC:635.23

AutoCAD SHX Text

BC:634.83

AutoCAD SHX Text

BC:637.53

AutoCAD SHX Text

BC:637.48

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

TC:637.99

AutoCAD SHX Text

TC:638.04

AutoCAD SHX Text

SCALE: 1''= 10'-0"

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

%%UEXISTING LEGEND:

AutoCAD SHX Text

TC:000.00

AutoCAD SHX Text 000.00

AutoCAD SHX Text

BC:000.00

AutoCAD SHX Text E

AutoCAD SHX Text S

N C

. W

C O

N C

. W

C O

N C

. W

COVERED

WD. PO.

6.2'

COVERED

CONC. PO.

CONC.

UTILITY PAD

14.7'

1 STY. W.F.

BUILDING #907

C O

N C

. P

W V

N . I

N V.

(1 2"

2" C

C O

C B

W . I

N V.

C B R

(F U

F D

GRASS

G R

LANDSCAPING

C O

636.0

638.0

636.5

636.0

635.5

634.5

634.0

633.5 632.5

637.5

637.0

636.5

637.5

PPPP

PP OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

W V

SMH

RIM:634.33

(UNABLE TO OPEN)

SASASASASASASASASASASASA

CONC. WALK

STSTSTST

D H

P L

PLPL

O E

637.0

636.0

635.0

634.5

635.5

636.5

637.5

. I

' E

. R

' E

635.0 E. LINE MICHIGAN AVENUE

GRANITE CURB

C O

N C

. C U

R B

CONC. CURB

SMH

RIM:634.17

N. INV.;626.92 (12" CLAY)

S. INV.;626.92 (12" CLAY)

" P

N . I

N V.

(8 " P

" P

C B

N . I

N V.

(8 " H

2" H

" P

G C

M N

WD. FNC.

CH. LINK FNC.

5' SETBACK

15' SETBACK

BENCHMARK: "X" MARK ON

BONNET BOLT ON HYDRANT

ELEV:637.45

EXIST. WATER MAIN

APPROX. LOCATION, NFV

636.5

637.0

637.5

633.0

ST ST ST ST

917 MICHIGAN

AVE.

P L P L

PL PL

ST ST ST ST ST ST ST ST ST ST ST ST

EXIST. 30" RCP STORM SEWER, FROM RECORD

DRAWINGS, NFV

EXIST. 12" CLAY SAN. SEWER

EXIST. WALL MOUNTED ELECTRIC

METERS (4)

EXIST. 6" SMT STORM FOR

DOWNSPOUTS

(BASED ON RECORD DRAWINGS ONLY,

NFV)

F.F.E: 638.08

F.G: 637.95

638.00

MATCH EXIST.

ELEV.

F.F.E: 638.08

636.00

MATCH EXIST.

ELEV.

635.00 636.00

F.G: 637.99

FG: 638.08

(AT BLDG. CORNER)

637.00

F.G: 635.57

F.G: 637.63

FG: 638.08

(AT EXIST. DOOR)

F.G: 637.86

638.00

638.00 F.G: 637.91

4.50%

SLO

637.50

1.5%

SLOPE

635.00

634.00 633.50

635.50 F.G: 635.59

636.50

635.00

634.50

636.00 635.50

F.G: 637.50

MATCH EXIST.

ELEV.

638.00 F.G: 637.57

F.G: 637.91 F.G: 637.85

MATCH EXIST. ELEV.

F.G: 637.66

F.G: 637.71

F.G: 637.77

F.G: 637.76

MATCH EXIST.

ELEV.

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

12.31.2028

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

SIRACUSE ENGINEERS PC

MEP ENGINEER

ME ENGINEERING

CIVIL ENGINEER

WATTS ARCHITECTS AND ENGINEERS

716.206.5100

PR#: 2XXXX

PR#: 20250675

08.10.2026ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

907 MICHIGAN AVE

BU…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 2, 2026.