D006636 Addendum 1 Final_Part2.pdf

PDF 18 MB Posted Jul 7, 2026

Attached to: Phase 1a (Terrace Park)
Solicitation number: 2136868
Issued by: New York

About this file

Written by GovTribe AI · Aug 7, 2026

This Addendum #1 document provides detailed civil, utility, stormwater management, and erosion control specifications for the High Falls State Park Phase 1A (Terrace Park) project located at 365 St. Paul Street in Rochester, New York. The project, managed by Empire State Development, involves comprehensive site construction including stormwater management practices, utility installations, and erosion control measures. The stormwater management plan encompasses an area of disturbance totaling 109,000 square feet (2.50 acres) with 21,982 square feet (0.50 acres) of impervious area requiring treatment. The design incorporates four bioretention filtration practices with varying filter areas ranging from 153 to 323 square feet, tree planting elements, and multiple yard drains and storm systems. The utility plan details water service connections to an existing 12-inch cast iron water main via a two-inch copper service line, sanitary sewer tie-ins to the existing combined sanitary main, and extensive storm drainage infrastructure including storm lines, underdrains, and drainage structures with specified invert elevations and slopes.

The addendum includes comprehensive utility details and erosion and sediment control specifications required for construction execution. Stormwater management information indicates a required water quality volume (WQv) of 2,634 cubic feet and a minimum runoff reduction volume (RRv) of 427 cubic feet, with the design providing 2,993 cubic feet of sum volume reduced and treated through bioretention practices and tree planting. Erosion control measures specified include silt fencing, compost filter socks, stabilized construction entrances, inlet protection inserts, concrete truck washout facilities, rolled erosion control blankets, and temporary chain link construction fencing. The project documentation identifies multiple design firms and consultants including Olin Partnership LTD (landscape architecture), GWWO Architects (architecture), Tylin Group (civil engineering and surveying), and others specializing in structural, mechanical, electrical, plumbing, lighting, environmental, play design, and geotechnical engineering. The Engineer's Cost Estimate Range is $17,415,171.00 to $23,561,702.00, with contracting goals established at 11% for Minority Business Enterprises (MBE), 19% for Women Business Enterprises (WBE), and 6% for Service-Disabled Veteran-Owned Businesses (SDVOB).

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Addendum #1 Page 163 of 193

SIG SIG SIG SIG

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

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

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

SAN SAN SAN SAN SAN

ST ST ST ST ST ST ST

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G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB)

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W W W W W W

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W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

CLL

CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL

CLL

CLL CLL CLL CLL CLL CLL CLL

CLL

CLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCL L

CLLCLLCLL

CLLCLLCLLCLLCLLCLL

CLL

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

500501

504505

9 50

506507

LP 505

LP 505.50

505 LP

4.2

LP 506

LP 503

8 508

AREA 1 ENLARGEMENT , SEE PLAN 2

T , S

ST ST ST ST ST ST ST ST ST

S S

W W

C501

12" DIA. YARD DRAIN

RIM = 503.50

INV IN (6", NE) = 499.92

INV OUT (12", SW) = 496.90

C501

STORM MANHOLE WITH GRATED TOP

RIM = 504.75

INV IN (6", NW) = 501.17

INV IN (12", E) = 501.17

INV OUT (12", S) = 499.94

C501

12" DIA. YARD DRAIN

RIM = 506.50

INV IN (12", W) = 498.73

INV IN (6", NW) = 502.92

INV OUT (12", E) = 498.73

C501

FILTRATION BIORETENTION

PRACTICE #3A

FILTER AREA = 153 SF

BOTTOM OF BASIN = 506.00

C501

FILTRATION BIORETENTION

PRACTICE #1

FILTER AREA = 260 SF

BOTTOM OF BASIN = 504.25

C501

FILTRATION BIORETENTION

PRACTICE #2A

FILTER AREA = 222 SF

BOTTOM OF BASIN = 503.00

C501

FILTRATION BIORETENTION

PRACTICE #4

FILTER AREA = 323 SF

BOTTOM OF BASIN = 503.00

20 LF 12" DIA. HDPE

STORM LINE AT 1%

C501

12" DIA. YARD DRAIN

RIM = 506.46

INV IN (12") = 499.01

INV OUT (12") = 499.01

C501

12" DIA. YARD DRAIN

RIM = 504.93

INV IN (4", S) = 502.53

INV IN (4", SE) = 502.53

INV OUT (12", W) = 501.87

C501

STORM MANHOLE WITH GRATED TOP

RIM = 506.00

INV IN (12", N) = 498.87

INV IN (12", W) = 498.37

INV IN (6", NW) = 502.42

INV OUT (12", SE) = 498.37

C501

FILTRATION BIORETENTION

PRACTICE #3B

FILTER AREA = 197 SF

BOTTOM OF BASIN = 505.50

C501

12" DIA. YARD DRAIN

RIM = 505.69

INV OUT (12", W) = 500.20

C501

2'-WIDE GRAVEL

PRETREATMENT STRIP

C501

2'-WIDE GRAVEL

PRETREATMENT STRIP

C501

STORM MANHOLE WITH GRATED TOP

RIM = 505.50

INV IN (6", NW) = 501.92

INV IN (12", SE) = 496.32

INV OUT (12", N) = 496.26 (M/E, TEST PIT TO

V.I.F. PRIOR TO ORDERING STRUCTURE)

31 LF 6" DIA. HDPE UNDERDRAIN @ 0 %

30 LF 6" DIA. HDPE

UNDERDRAIN AT 0%

18 LF 6" DIA. HDPE UNDERDRAIN @ 0%

55 LF 12" DIA. HDPE

STORM LINE AT 0.50%

236 LF 6" DIA. HDPE UNDERDRAIN

INV = 503.00

AREA DRAIN

RIM = 506.18

INV IN (6", NW) = 503.97

INV OUT (6", SE) = 503.97

AREA DRAIN

RIM = 506.83

INV OUT (6", SE) = 504.46

49 LF 6" DIA. HDPE STORM LINE @ 1%

18 LF 6" DIA. HDPE UNDERDRAIN AT 0%

27 LF 6" DIA. HDPE

UNDERDRAIN AT 0%

35 LF 6" DIA. ROOF DRAIN @ 0.50%

OUTLET TO SURFACE = 504.25

72 LF 12" DIA. HDPE STORM LINE AT 0.50%

144 LF 12" DIA. HDPE

STORM LINE AT 0.50%

CORE INTO EX. MANHOLE

INV = 497.67 +/-

6" DIA. HDPE UNDERDRAIN

MATCH INVERT TO BOTTOM OF

FOOTING, TYP.

71 LF 12" DIA. HDPE STORM LINE @ 1%

34 LF 6" DIA. HDPE UNDERDRAIN @ 0%

108 LF 12" DIA. HDPE STORM LINE @ 1%

CONNECT TO ROOF DRAIN, REFER TO

ARCHITECTURAL PLANS

INV = 504.42

C501

12" DIA. YARD DRAIN

RIM = 506.85

INV IN (4", N) = 505.25

INV OUT (6", E) = 505.25

153 LF 4" DIA. HDPE UNDERDRAIN SLOPED TO

MATCH GRADE, MIN. 1.5' BELOW FINISH GRADE

C501

12" DIA. YARD DRAIN

RIM = 503.50

INV IN (6", SW) = 499.92

INV OUT (12", NW) = 499.82

C501

12" DIA. YARD DRAIN

RIM = 500.50

INV OUT (12", NW) = 497.50

C501

18" DIA. YARD DRAIN

RIM = 501.30

INV IN (4", S) = 498.47

INV IN (12", S) = 497.40

INV OUT (12", N) = 497.40

73 LF 4" DIA. HDPE

UNDERDRAIN @ 0%

OUTLET TO GRADE

INV = 503.00

8 LF 12" DIA. HDPE STORM LINE @ 0.9%

199 LF 12" DIA. HDPE

STORM LINE @ 0.60%

67 LF 12" DIA. STORM LINE @ 1%

56 LF 6" DIA. HDPE STORM LINE @ 2%

WYE CONNECTION

INV = 497.33

WYE CONNECTION

INV = 496.70

31 LF 6" DIA. STORM

LINE @ 0.83%

OUTLET TO GRADE

INV = 505.00

38 LF 4" DIA. HDPE UNDERDRAIN @ 0%

C501

12" DIA. YARD DRAIN

RIM = 506.08

INV IN (4", SE) = 504.58

INV OUT (12", N) = 500.07

4" DIA. FOUNDATION DRAIN @ 0%

INV = 502.53

C501

12" WIDE TRENCH DRAIN INTERNALLY

SLOPED AT 0.5%

RIM = 506.08

UPSTREAM CHANNEL INV = 505.10

DOWNSTREAM CHANNEL INV = 504.99

C501

8" DIA. TRENCH DRAIN INTERNALLY

SLOPED AT 0.5%

RIM = 508.08

UPSTREAM CHANNEL INV = 505.76

DOWNSTREAM CHANNEL INV = 505.66

12" WYE CONNECTION

INV = 499.53

6" DIA. HDPE UNDERDRAIN @ 0%, TYP.

INV = 502.92

UNDERDRAIN CLEANOUT, INSTALLED

UNDER TREE GRATE, TYP.

12" WYE CONNECTION

INV = 499.41

C501

12" DIA. YARD DRAIN

RIM = 506.50

INV IN (6", NW) = 505.25

INV OUT (6", SE) = 505.25

OUTLET TO GRADE

INV = 503.00

C501

12" DIA. YARD DRAIN

RIM = 504.90

INV IN (6", NW) = 503.23

INV OUT (6", NE) = 503.23

60 LF 6" DIA. HDPE STORM LINE

SLOPE TO MATCH GRADE, MIN. 1%

68 LF 6" DIA. HDPE STORM LINE

SLOPE TO MATCH GRADE, MIN. 1%

4" DIA. HDPE UNDERDRAIN @ 0%

89 LF 12" DIA. HDPE STORM LINE @ 2.75%

WYE CONNECTION

INV = 503.34

58 LF 6" DIA. HDPE STORM LINE @ 1%

39 LF 6" DIA. HDPE STORM LINE @ 1%

C501

12" DIA. YARD DRAIN

RIM = 505.00

INV IN (6", NW) = 503.39

INV OUT (6", NE) = 503.39

67 LF 4" DIA.

UNDERDRAIN @

C501

12" DIA. YARD DRAIN

RIM = 503.00

INV OUT (4", N) = 501.25

32 LF 6'' DIA. HDPE

STORM LINE @ 0.75%

C501

FILTRATION BIORETENTION

PRACTICE #2B

FILTER AREA = 266 SF

BOTTOM OF BASIN = 505.00

C501

12" DIA. YARD DRAIN

RIM = 506.03

INV OUT (12", S) = 500.21

12" WYE CONNECTION

INV = 500.06

OUTLET TO GRADE

INV = 505.50

17 LF 12" DIA. STORM LINE @ 1%

83 LF 4" DIA. HDPE

UNDERDRAIN @ 0%

C501

12" DIA. YARD DRAIN

RIM = 507.68

INV IN (4", SE) = 504.58

INV IN (4", NW) = 504.58

C501

12" DIA. YARD DRAIN

RIM = 502.34

INV IN (4", SW) = 498.86

INV OUT (4", NE) = 498.86

12" WYE CONNECTION

INV = 499.95

WYE CONNECTION

INV = 503.00

WYE CONNECTION

INV = 503.68

263 LF 4" DIA. HDPE UNDERDRAIN @ 0%

INV = 502.53

C501

8" DIA. TRENCH DRAIN INTERNALLY

SLOPED AT 0.5%

RIM = 510.02

UPSTREAM CHANNEL INV = 507.82

DOWNSTREAM CHANNEL INV = 507.92

OUTLET TO GRADE

INV = 505.50

33 LF 12" DIA. STORM LINE @ 1%

6" DIA. HDPE UNDERDRAIN, LOCATION AND

ELEVATION PER FOUNDATION WALL DETAIL

C501

12" DIA. YARD DRAIN

RIM = 506.12

INV OUT (12") = 499.07

7 LF 12" DIA. HDPE

STORM LINE AT 2%

12" WYE CONNECTION

INV = 498.93

CLL

508509

LP 506AREA 2 & 3 ENLARGEMENT , SEE PLAN 1

3 E

, S

INSTALL RISER TO MEET NEW RIM ELEVATION

RIM = 505.00

TIE INTO EX. CATCH BASIN

INV = 499.52

C501INV IN (6", NW) = 502.92

INV OUT (12", E) = 498.73

C501

12" DIA. YARD DRAIN

RIM = 506.46

INV IN (12") = 499.01

INV OUT (12") = 499.01

55 LF 12" DIA. HDPE

STORM LINE AT 0.50%

107 LF 12" DIA. HDPE STORM LINE AT 0.50%

C501

12" DIA. YARD DRAIN

RIM = 506.12

INV OUT (12") = 499.07

7 LF 12" DIA. HDPE

STORM LINE AT 2%

12" WYE CONNECTION

INV = 498.93

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

06/12/2026 BID PACKAGE

No. Date Description

PLAN 2

PLAN 1

REVISION

KEY MAP

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

6/12/2026

07/08/2026 ADDENDUM #101

20' 40'10'20' 80'0

GRAPHIC SCALE

1" = 20'-0"

STORMWATER

MANAGEMENT

PLAN

C302

PLAN 1

C302

PLAN 2

STORMWATER MANAGEMENT SUMMARY

EXISTING PROPOSED

AREA OF DISTURBANCE SUBJECT TO

APPENDIX B, TABLE 2 OF SPDES

GENERAL PERMIT

109,000 SF

2.50 ACRES

IMPERVIOUS AREA SUBJECT TO

APPENDIX B, TABLE 2 OF SPDES

GENERAL PERMIT

21,982 SF

0.50 ACRES

48,965 SF

1.12 ACRES

WQv REQUIRED (SUM OF VOLUME

REDUCED AND TREATED) 2,634 CF

MINIMUM RRv REQUIRED 427 CF

STORMWATER MANAGEMENT INFORMATION

BIORETENTION

#2A/B

BIORETENTION

#3A/B

BIORETENTION

#4 TREE PLANTING TOTAL

FILTER AREA (SF) 295 SF 490 SF 350 SF 324 SF N/A 1,459 SF

IMPERVIOUS AREA RECEIVED (SF) 5,333 SF 11,449 SF 6,496 SF 9,447 SF N/A 32,725 SF

WQv PROVIDED (CF) 152 CF 494 CF 293 CF 467 CF 0 CF 1,406 CF

RRv PROVIDED (CF) 283 CF 468 CF 243 CF 311 CF 282 CF 1,587 CF

SUM OF VOLUME REDUCED AND TREATED

(CF) 435 CF 962 CF 536 CF 778 CF 282 CF 2,993 CF

PONDING 6" BEFORE OVERTOPPING CONTROL STRUCTURE

12" MAXIMUM 0'-3" N/A

UNDERDRAIN 6" DIA. HDPE @ 0% SLOPE N/A

DEPTH OF FILTER MEDIA 2'-6" 3'-0" N/A

DEPTH OF DRAINAGE LAYER 10" 0'-6" N/A

PRETREATMENT METHOD 2'-WIDE GRAVEL + 10'-WIDE GRASS STRIP N/A N/A

NYSDEC SMP DESIGNATION F-5, FILTRATION BIORETENTION RR-3, TREE PLANTING N/A

C302

ROCHESTER PURE WATER DISTRICT

Addendum #1 Page 164 of 193

AutoCAD SHX Text (c)Richter Spielgeräte GmbH

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

DS TG = 504.20 SW INV = 499.28 SUMP = 499.85

AutoCAD SHX Text

WARD STREET

AutoCAD SHX Text

8" VTP

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

MON

AutoCAD SHX Text

PED

AutoCAD SHX Text

TSP

AutoCAD SHX Text

TSP

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

GENESEE RIVER

AutoCAD SHX Text

SAINT PAUL STREET

AutoCAD SHX Text

DMH RIM = 508.57 NE INV = 497.36 NW INV = 497.38 SUMP = 497.07

AutoCAD SHX Text

DMH RIM = 506.13 SE INV = 494.13 SW INV = 496.40 NW INV = 493.38

AutoCAD SHX Text

DS TG = 503.71 NW INV = 500.50

AutoCAD SHX Text

SMH RIM = 504.81 NE INV = 486.81 SE INV = 486.76 NW INV = 491.84

AutoCAD SHX Text

DS TG = 504.63 SUMP = 503.13

AutoCAD SHX Text

DS TG = 504.69 SUMP = 501.14

AutoCAD SHX Text

SMH RIM = 505.48 NW INV = 485.97 NE INV = 486.68 SW INV = 485.98

AutoCAD SHX Text

DMH RIM = 506.44 SE INV = 499.54 SW INV = 491.34 NW INV = 494.49

AutoCAD SHX Text

DS TG = 504.20 SW INV = 499.78 SUMP = 500.00

AutoCAD SHX Text

DS TG = 500.55 SUMP = 498.15

AutoCAD SHX Text

DS TG = 500.81 NE INV = 496.35 SUMP = 496.35

AutoCAD SHX Text

SMH RIM = 500.70 SE INV = 493.70 NW INV = 491.65

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text 15" RCP 198 ft @ 0.66%

AutoCAD SHX Text 15" RCP 250 ft @ 2.27%

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

DMH RIM = 505.49 UNABLE TO OPEN

AutoCAD SHX Text

DS TG = 504.03 UNABLE TO OPEN

AutoCAD SHX Text

APPROXIMATE LOCATION OF 4' X 7.5' UNDERGROUND STORM TUNNEL

AutoCAD SHX Text

DMH RIM = 508.86 NE INV = 491.41

AutoCAD SHX Text

66 FEET WIDE

AutoCAD SHX Text

79.5 FEET WIDE

AutoCAD SHX Text

WARD STREET

AutoCAD SHX Text 48" RCP 207 ft @ 0.38%

AutoCAD SHX Text 30" RCP 288 ft @ 0.3%

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

DS TG = 502.78 SE INV = 500.34 SUMP = 500.26

DS TG = 503.22 SE INV = 499.69 NW INV = 499.52 SUMP = 499.52

ST ST ST ST ST ST ST ST ST

SIG SIG SIG SIG

SIG

SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG

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W W

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

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

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

SAN SAN SAN SAN SAN

ST ST ST ST ST ST ST

G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB)

G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB)

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G (Q

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

CLL

CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL

CLL

CLL CLL CLL CLL CLL CLL CLL

CLL

CLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCL L

CLLCLLCLL

CLLCLLCLLCLLCLLCLL

CLL

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W0+00 1+002+003+004+00

5+00

2+23.92

4+23.15

4+46.49

500501

504505

9 50

506507

LP 505

LP 505.50

505 LP

4.2

LP 506

LP 503

8 508

AREA 1 ENLARGEMENT , SEE PLAN 2

T , S

S S

W W

CLL

508509

LP 506AREA 2 & 3 ENLARGEMENT , SEE PLAN 1

3 E

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SIG

SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG

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

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

G (QLB) G (QLB) G (QLB) G (QLB) G (QLB)

G (QLB)

G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB) G (QLB)

W W W W W W W W W W W W W W W W W W W W W W

W W

W W W W W W W W W W W W W W W W W

W W

W W W W

G (Q

W W

E E E E E E E E E E E E E E E E E E E E

CLLCLLCLLCLLCLLCLLCLLCLLCLLCLLCLL

CLLCLLCLLCLLCLLCLL

W W W W W W W W W W W W W W W W W W W W W 3+004+00

S S

CONNECTION TO EX. 12" DIA. CAST IRON

WATER MAIN. SUPPLY CURB BOX AND

CORPORATION STOP FOR USE BY CITY

CONNECTION VIA TAP AT 3+38.81.

TIE INTO EX. 12" VTP

COMBINED SANITARY MAIN

APPROX. INV OF MAIN = 493.74 +/-

INV OF TIE-IN = 499.69 +/-

CONNECT TO INTERIOR

PLUMBING. BACKFLOW

PREVENTION DEVICE

LOCATED WITHIN NEW

BUILDING. REFER TO

PLUMBING PLAN.

77 LF 2" TYPE K COPPER

WATER SERVICE

CONNECT TO INTERIOR

PLUMBING WITH VENT AND

TRAP, REFER TO MEP

PLAN. INV = 500.87 +/-

SANITARY CLEANOUT

59 LF 4" DIA. SDR-21 PVC

PIPE @ 2% MIN. SLOPE

C501

10' MIN.

SEPARATION

DISTANCE

2" CORPORATION STOP

C501

STORM LINE CROSSING

MAINTAIN 18" MIN.

VERTICAL SEPARATION

10' MIN.

SEPARATION

DISTANCE

W W

2" TYPE K COPPER 11.25

DEGREE BEND PIPE

2" TYPE K COPPER 22.5

DEGREE BEND PIPE

2" TYPE K COPPER 45

DEGREE BEND PIPE

CURB STOP WITH CURB BOX

48-LB ANODE WILL BE INSTALLED ON

THE WATER MAIN AT THE LOCATION OF

THE SERVICE TAP

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

06/12/2026 BID PACKAGE

No. Date Description

PLAN 2

PLAN 1

REVISION

KEY MAP

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

6/12/2026

07/08/2026 ADDENDUM #101

10' 20'5'10' 40'0

GRAPHIC SCALE

C401 1" = 20'-0"

UTILITY PLAN

C401

PLAN 1

C401

PLAN 2

NO UTILITY WORK THIS

VIEW

SEE INSET 'A' THIS SHEET

C401

INSET 'A'

SCALE 1" = 10'

20' 40'10'20' 80'0

GRAPHIC SCALE

20' 40'10'20' 80'0

GRAPHIC SCALE

WATER SERVICE DISPOSITION TABLE

LOCATION ADDRESS EX. SERVICE DISPOSITION ITEM NO.

CENTERLINE OF ST.

PAUL ST. 75' SOUTH

EAST OF NORTH WEST

PROPERTY LINE

365 ST.

PAUL ST

12" CAST IRON

WATER MAIN IN

CITY ROW

CONNECT NEW 2"

COPPER WATER

SERVICE TO EX.

CAST IRON WATER

MAIN

663.2507

VALVE DISPOSITION TABLE

LOCATION DESCRIPTION ITEM NO.

75' SOUTH EAST AND 9' NORTH EAST OF

NORTHERN CORNER OF PROPERTY

LINE, 2' FROM FACE OF CURB

CURB STOP AND BOX 663.2607

AT NEW BUILDING 2" CORPORATION STOP 663.51000004

ROCHESTER WATER BUREAU - WATER SERVICE NOTES

1. STAINLESS STEEL INSERTS ARE REQUIRED ON ALL POLYETHYLENE (PE) SERVICE FITTINGS.

2. ONE ANODE IS REQUIRED PER SECTION OF PIPE ON ALL DUCTILE IRON SERVICES

3. A PRECONSTRUCTION MEETING IS REQUIRED WITH THE ROCHESTER WATER BUREAU AFTER THE ISSUING OF A PERMIT, BUT BEFORE CONSTRUCTION OF THE WATER MAIN OR SERVICE BEGIN. CONTACT THE ROCHESTER WATER BUREAU AT WATERENGINEERING@CITYOFROCHESTER.GOV TO SCHEDULE THE

MEETING.

ROCHESTER PURE WATER DISTRICT

Addendum #1 Page 165 of 193

(c)Richter Spielgeräte GmbH

AutoCAD SHX Text (c)Richter Spielgeräte GmbH

AutoCAD SHX Text

SMH RIM = 504.73 NE INV = 489.72 SE INV = 491.58

AutoCAD SHX Text

12" VCP 20 FT @ 0.4%

AutoCAD SHX Text

SMH RIM = 506.37 NE INV = 493.52 SW INV = 493.29

AutoCAD SHX Text

SMH RIM = 502.45 NW INV = 493.35

AutoCAD SHX Text

12" VTP

AutoCAD SHX Text

8" VTP

AutoCAD SHX Text

12" VTP

AutoCAD SHX Text

12" VCP 103 FL @ 0.42%

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

PED

AutoCAD SHX Text

TSP

AutoCAD SHX Text

TSP

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

SAINT PAUL STREET

AutoCAD SHX Text

12" VTP

AutoCAD SHX Text

SMH RIM = 504.60 NE INV = 489.78 SW INV = 489.80 NW INV = 489.68

AutoCAD SHX Text

SMH RIM = 505.57 NE INV = 492.71 SE INV = 492.39 NW INV = 492.37

AutoCAD SHX Text

66 FEET WIDE

AutoCAD SHX Text

79.5 FEET WIDE

AutoCAD SHX Text

WARD STREET

AutoCAD SHX Text

12" VCP 196 FL @ 0.33%

AutoCAD SHX Text

12" VCP 221 FL @ 0.43%

AutoCAD SHX Text E

AutoCAD SHX Text

12" VTP

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

TSP

AutoCAD SHX Text

12" VCP 196 FL @ 0.33%

C501

STORM AND SANITARY CLEANOUT

NOT TO SCALE

FLOW

45°

PAVE INSTALLATION, TYP. LAWN INSTALLATION, TYP.

45° WYE

PLUG AT ALL DEAD

ENDS AS REQUIRED

45° ELBOW

SUBBASE COURSE TYPE 2

MOUNT FLUSH IN

CONCRETE OR ASPHALT

BRASS CLEANOUT CAP 12"x12"x4" CONC. PAD IN GRASS

AREAS WHERE SHOWN ON PLANS

SELECT FILL IN GRASS AREAS

C501

UTILITY TRENCH

NOT TO SCALE

UNPAVED PAVED

NOTE:

1. FOR USE WITH SANITARY, STORM, WATER, AND GAS UTILITY TRENCHES.

EXCAVATION O.D. OF PIPE +24"

5'-

0" M

. C

12" MIN.

6" TYP, 12" ON CITY

OF ROCHESTER

WATER LINES

PROPOSED UTILITY

OR STORMWATER PIPE

PIPE BEDDING:

NO. 1 COARSE

AGGREGATE

SUBBASE

COURSE TYPE 2

DETECTABLE TAPE -

MATCH UTILITY MAX. 20"

BELOW FINISH GRADE

SELECT FILL

FINISH GRADE

C501

STORMWATER OUTLET TO GRADE

NOT TO SCALE

SECTION A-A

PLAN VIEW

4D MINIMUM OR AS SHOWN

ON THE GRADING PLAN

"D", 1 ON 2 SLOPE

"D", BOTTOM WIDTH

"D", 1 ON 2 SLOPE

"D"

SLOPE VARIES

INVERT

RIPRAP, FINE STONE FILLING

SEPARATION GEOTEXTILE

END SECTION

PIPE (DIAMETER = "D")

C501

CONNECTION TO EXISTING STORM/SANITARY MAIN

NOT TO SCALE

OTHER THAN BRICK CONNECTION TO EXISTING MAIN CONNECTION TO EXISTING BRICK SEWER MAIN

45°

" M

PROPOSED SANITARY LATERAL

MIN 3000 PSI

CONCRETE MASS

PLACEMENT

REMOVE ONLY ENOUGH

BRICK TO BREAK INTO

EXISTING SEWER

WATER TIGHT CONCRETE COLLAR

EXISTING BRICK SEWER

NON-SHRINK

EPOXY MORTAR

CONCRETE CRADLE

TO SPRINGLINE

WELL SETTLED CLEAN #1

STONE - NYSDOT FILTER

TYPE II

6"-SDR 21 PVC PIPE

APPROVED ADAPTOR

CAST IRON NIPPLE 12" LONG

EXISTING STORM OR SANITARY

SEWER OTHER THAN BRICK

CAST IRON HOB WITH

NEOPRENE GASKET

FIELD CUT AS REQUIRED

C501

YARD DRAIN

NOT TO SCALE

NOTES:

1. YARD DRAINS SHALL BE 12" NYLOPLAST-ADS OR APPROVED EQUAL.

2. GRATES IN PAVED AREAS SHALL ALLOW FOR H-20 LOADING. DRAINS SHALL BE INSTALLED AS RECOMMENDED BY MANUFACTURER TO ACHIEVE H-20 LOADING, INCLUDING ANY REQUIRED CONCRETE.

3. GRATES LOCATED IN STORMWATER PRACTICES AND MULCHED LANDSCAPE AREAS SHALL BE

NYLOPLAST DUCTILE IRON DOME GRATE ASSEMBLY OR APPROVED EQUAL.

4. GRATES IN WALKABLE AREAS SHALL BE AMERICAN WITH DISABILITIES ACT COMPLIANT, LOCKABLE AND

HIGH-HEEL PROOF.

4" MIN

" M

WATERTIGHT JOINT

FINISH GRADE

PLANTING SOIL, REFER

TO LP-SERIES

DRAWINGS

DUCTILE IRON DOME AND GRATE ASSEMBLY,

IN LAWN AND PAVED AREAS, INSTALL FLAT GRATE INSTEAD OF DOMED

ANCHOR AND

CONCRETE COLLAR

DRAINAGE PIPE, SIZE AS

INDICATED ON DRAWINGS

#1 CRUSHED STONE

C501

STORMWATER MANHOLE WITH GRATE

NOT TO SCALE

1' SUMP

2' MIN

VARIES, 4' MIN. SEE PLANS.

CAST IRON FRAME AND GRATE

RATED FOR HS20 LOADING

FINISHED GRADE OR PAVEMENT

GRADE RINGS - MAX 8" WITH CEMENT

MORTAR ALL AROUND AND TWO (2)

COATS OF COAL TAR EPOXY

COVER INSIDE AND OUTSIDE OF

JOINT WITH FLEXIBLE JOINT SEALER

PRECAST REINFORCED CONCRETE

MANHOLE PER ASTM C-478

ECCENTRIC CONE

TOP PER ASTM C-478

MANHOLE STEPS AT

12" PER ASTM C-478

UNDISTURBED

EARTH

PRECAST

REINFORCED RISER

BASE PER ASTM C-478

PREFORMED OPENING WITH

APPROVED PRECAST MANHOLE

PIPE FLEXIBLE CONNECTOR

PER ASTM C-923

6" INTEGRAL BASE LIP 8" THICK WITH

REINFORCEMENT

COVER OUTSIDE

AND INSIDE OF PRECAST

SECTIONS WITH COAL

TAR EPOXY - MINIMUM 16

MILS THICK

MINIMUM 6" SUBBASE TYPE 2

#1 CRUSHER RUN

COMPACTED IN 6"

LAYERS

UNDISTURBED ROCK

OR EARTH

LIMIT OF EXCAVATION

C501

FILTRATION BIORETENTION PRACTICE

NOT TO SCALE

BIORETENTION ELEVATION TABLE

NOTES:

1. SIDE SLOPES AND GRADING AS SHOWN ON GRADING PLAN. SLOPES SHALL NOT EXCEED A MAX OF 4:1.

2. FACILITY TO BE PLANTED PER PLANTING PLAN. REFER TO LP SERIES.

3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STABILIZATION WITHIN PLANTING AREA UNTIL CLOSED SHRUB CANOPY IS FULLY ESTABLISHED AND ACCEPTED BY OWNER OR UNTIL END OF ONE

YEAR MAINTENANCE PERIOD

MAX.

BASIN #

BOTTOM

ELEVATION

YARD DRAIN

RIM

6" UNDERDRAIN

INVERT

12" OUTLET PIPE

INVERT

BOTTOM OF BIORETENTION

SOIL MEDIA

BOTTOM OF COARSE

AGGREGATE

1 504.25 504.75 501.17 499.94 501.75 500.92

2a 503.00 503.50 499.92 496.90 500.50 499.67

2b 505.00 505.50 501.92 496.32 502.50 501.67

3a 506.00 506.50 502.92 498.73 503.50 502.67

3b 505.50 506.00 502.42 498.37 503.00 502.17

4 503.00 503.50 499.92 499.82 500.50 499.67

RIM. ELEVATION

" M

FILTER MEDIA WIDTH PER PLAN

6" PONDING DEPTH

VARIES

BOTTOM OF BIORETENTION BASIN = XXX.XX

GRADING PLAN ELEVATIONS CORRESPOND TO

BIORETENTION BASIN ELEVATION BELOW MULCH LAYER

BOTTOM OF BIORETENTION

SOIL MEDIA = XXX.XX

BOTTOM OF CLEAN NO. 2

COARSE AGGREGATE = XXX.XX

SEPARATION GEOTEXTILE WRAPPED

FULLY AROUND AGGREGATE

YARD DRAIN WITH DUCTILE

IRON DOME GRATE

TOP OF BIORETENTION BASIN

6" PERF HDPE UNDERDRAIN

SLOPED AT 0% INV. = XXX.XX

12" HDPE OUTLET PIPE TO

STORM SYSTEM INV. =XXX.XX

CONTRIBUTING IMPERVIOUS AREA

10" MIN. CLEAN NO. 2

COARSE AGGREGATE

BIORETENTION SOIL, REFER TO LP SERIES

NO. 1 COARSE AGGREGATE

PRETREATMENT STRIP

1"-3" DIA. DECORATIVE COBBLE

PLANTING, REFER TO

LP-SERIES DRAWINGS

PLAN

SECTION

0.5% SLOPE

5"5"

20'

6" MI

C501

TRENCH DRAIN

NOT TO SCALE

S300K TRENCH DRAIN BY ACO DRAIN, INC.

OR EQUIVALENT WITH DUCTILE IRON

GRATE. DRAIN TO BE INSTALLED PER

MANUFACTURER'S SPECIFICATIONS.

CONCRETE COLLAR,

REFER TO STRUCTURAL DETAIL 14/S-301

OUTLET SIZE VARIES,

REFER TO PLAN

6" PVC SCHEDULE 40 ELBOW

8" PVC SCHEDULE 40 PIPE TO

CONNECT TO EX. STORM SYSTEM

ADJACENT

PAVEMENT, REFER

TO L SERIES, TYP.

SIZED PER PLAN

C501

WATER LINE PIPE CROSSING

NOT TO SCALE

NOTES:

6" M

1'-0"

TYP.

1'-6" CLEARANCE

BETWEEN EXISTING

PIPE AND TOP OF

WATER MAIN

1. ALL EXISTING UTILITIES MUST BE SUPPORTED DURING CONSTRUCTION OF THE NEW WATER MAIN.

2. WHEN CROSSING A SEWERLINE WITH A NEW WATERMAIN, ONE FULL PIPE LENGTH (18 FT. MIN.) SHALL BE USED AT THE POINT OF CROSSING. THE WATERMAIN SHALL BE PLACED SO THAT BOTH JOINT ENDS ARE AS FAR AS POSSIBLE FROM THE EXISTING SEWERLINE.

TRENCH UNDER OR WITHIN 5 FEET OF ASPHALT OR

CONCRETE PAVEMENT, DRIVEWAY, SIDEWALK, OR

PARKING LOT

TRENCH UNDER OTHER AREA

SUBBASE COURSE TYPE 2

EXISTING UTILITY PIPE

WATER MAIN

UNDISTURBED OR

COMPACTED EARTH

PIPE BEDDING

SELECT FILL UNDER

OTHER AREA

C501

WATER SERVICE CONNECTION

NOT TO SCALE

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

06/12/2026 BID PACKAGE

No. Date Description

PLAN 2

PLAN 1

REVISION

KEY MAP

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

6/12/2026

07/08/2026 ADDENDUM #101

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

06/12/2026 BID PACKAGE

No. Date Description

PLAN 2

PLAN 1

REVISION

KEY MAP

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

6/12/2026

07/08/2026 ADDENDUM #101

C501

UTILITY DETAILS

NTS

SRK

ROCHESTER PURE WATER DISTRICT

Addendum #1 Page 166 of 193

C502

SILT FENCE

NOT TO SCALE

FLO

FLOW

PERSPECTIVE VIEW

SECTION VIEW

NOTES:

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR

STAPLES. POST MATERIALS ARE EITHER STEEL "T" OR "U" TYPE OR HARDWOOD.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY

24" AT TOP AND MID SECTION. FENCING IS WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH

OPENING.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER PROVIDE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH IS EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR

APPROVED EQUIVALENT.

4. PREFABRICATED UNITS MAY BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.

5. PERFORM MAINTENANCE AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN

THE SILT FENCE.

10' MAX. BETWEEN POSTS

16" MIN.

20" MIN.

8" MIN

UNDISTURBED

GROUND

MESH REINFORCED FILTER FABRIC

36" MIN. FENCE POSTS, DRIVEN

MIN. OF 16" INTO GROUND

36" MIN. FENCE POST

MESH REINFORCED

FILTER FABRIC

EMBEDDED FILTER CLOTH

MIN. 8" INTO GROUND

EXISTING SOIL

C502

COMPOST FILTER SOCK INLET PROTECTION

NOT TO SCALE

PLAN VIEW

SECTION VIEW

NOTES:

1. WHEN PLACED IN PAVEMENT AREAS, USE CONCRETE BLOCKS OR SANDBAGS AS NEEDED

ON THE DOWNSTREAM SIDE OF FILTER SOCKS AND IN PLACE OF WOODEN STAKES TO HOLD

FILTER SOCKS IN PLACE.

12"

MIN

2"X2" WOODEN

STAKES

DRAINAGE

STRUCTURE

2"X2" WOODEN

STAKES

DRAINAGE

STRUCTURE

COMPOST

FILTER SOCK

COMPOST

FILTER SOCK

C502

COMPOST FILTER SOCK

NOT TO SCALE

NOTES:

1. WHEN PLACED IN PAVEMENT AREAS, USE CONCRETE BLOCKS OR SANDBAGS AS NEEDED

ON THE DOWNSTREAM SIDE OF FILTER SOCKS AND IN PLACE OF WOODEN STAKES TO HOLD

FILTER SOCKS IN PLACE.

UNDISTURBED AREA

DISTURBED AREA

FLOW

SECTION VIEW

PLAN VIEW

UNDISTURBED AREA

DISTURBED AREA

12" MIN

BLOWN/PLACED FILTER MEDIA

(IF NECESSARY)

COMPOST FILTER SOCK

2" X 2" WOODEN STAKES

PLACED 10' O.C.

EXISTING CONTOURS

COMPOST FILTER SOCK

2" X 2" WOODEN STAKES

PLACED 10' O.C.

C502

STABILIZED CONSTRUCTION ENTRANCE

NOT TO SCALE

PROFILE VIEW

PLAN VIEW

EXISTING

PAVEMENT

NOTES:

1. STONE SIZE - USE NO.3 COARSE AGGREGATE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH

WOULD APPLY.

3. THICKNESS - NOT LESS THAN SIX INCHES.

4. WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS

OCCURS.

5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHOULD BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE

PERMITTED.

7. MAINTENANCE - MAINTAIN THE ENTRANCE IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO

PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT MUST BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO

AN APPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODICALLY INSPECT AND PERFORM ANY NEEDED MAINTENANCE AFTER EACH RAIN.

' M

12' MIN

' M

50' MIN

6" MIN

EXISTING GROUND

FILTER CLOTH

C502

INLET PROTECTION INSERT

NOT TO SCALE

NOTES:

1. INSPECT ON A WEEKLY BASIS AND REMOVE SILT AS NECESSARY.

SECTION VIEW

PERSPECTIVE VIEW

FILTER FABRIC INLET PROTECTION (FOR PAVED AREAS)

FILTER FABRIC INSERT

GRATE

FILTER FABRIC INSERT

C502

CONCRETE TRUCK WASHOUT

NOT TO SCALE

8' MIN.

2' MIN.

8' MIN.

3'- 0"

T 7'-

18"

NOTES:

1. CONTRACTOR MUST PROVIDE SIGNAGE, PLACED IN A PROMINENT LOCATION AT THE CONCRETE WASHOUT, INDICATING LOCATION OF

CONCRETE TRUCK WASHOUT.

2. EXCAVATED PIT MUST HAVE THE CAPACITY TO HOLD 1 CU.FT. PER CONCRETE CHUTE, 7 CU.FT. PER HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM, BUT NOT SMALLER THAN THE MINIMUM DIMENSIONS SHOWN HERE.

3. INSPECT ALL CONCRETE WASHOUT FACILITIES DAILY, AND REPAIR IMMEDIATELY AS NEEDED.

4. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE MAY BE PUMPED TO A STABILIZED AREA, SUCH AS A GRASS

FILTER STRIP.

5. ACCUMULATED HARDENED MATERIAL MUST BE EITHER BE BURIED AND COVERED WITH 2 FEET MINIMUM CLEAN AND COMPACTED SELECT

GRANULAR FILL OR DISPOSED OF OFF-SITE IN A CONSTRUCTION OR DEMOLITION LANDFILL.

SECTION VIEWWASHOUT SIGN

ALL CONCRETE

TRUCKS WASHOUT

HERE

BLACK LETTERING ON

WHITE BACKGROUND

GALVANIZED "U" CHANNEL

POST

GRADE

10 MIL. PLASTIC LINER

ANCHOR LINER WITH EARTH BERM, SAND BAGS, STONE OR

OTHER STRUCTURAL APPURTENANCE ON ALL SIDES

EXCEPT AT THE ACCESS POINT

BOTTOM OF EXCAVATED PIT

EDGE OF 10 MIL LINER

LINER ANCHOR AT TOP OF EXCAVATED PIT

OPEN EDGE FOR VEHICLE ACCESS

C502

ROLLED EROSION CONTROL BLANKET

NOT TO SCALE

END ROLL OVERLAP

BOTTOM OF SLOPE TERMINATION

SLOPE TRENCHING

SIDE SEAM OVERLAP STAPLE EROSION CONTROL BLANKET INSTALLATION

NOT TO SCALE

STEP 1

STEP 2

NOTES:

1. EROSION CONTROL BLANKET TO BE ENTIRELY BIODEGRADEABLE AND CONTAIN NO PLASTICS. CONSIDER BIONET® BIODEGRADEABLE EROSION CONTROL BLANKET OR EQUIVALENT.

2. WHEN STARTING INSTALLATION OF AN ADJACENT MAT, ALLOW THE NEW MAT TO SHINGLE-LAP OVER THE PREVIOUSLY INSTALLED ROLL AS SHOWN IN DETAILS.

3. PREPARE THE TOPSOIL (SEEDBED) FIRST BY RAKING, SHAPING, FINE GRADING, COMPACTING, SEEDING, AND FERTILIZING THE SLOPES.

4. USE THE TRENCHING AND ANCHORING PROCEDURES DETAILED HEREIN TO SECURE ANY EXPOSED MATERIAL ENDS. SECURE ALL PRODUCT OVERLAPS. OVERLAP IN THE DIRECTION OF WATER FLOW, PERPENDICULAR TO SLOPE.

5. KEEP EROSION CONTROL BLANKET IN SOLID CONTACT WITH THE TOPSOIL.

6. USE THE REQUIRED NUMBER OF STAPLES/STAKES TO SECURELY FASTEN THE EROSION CONTROL BLANKET TO THE SLOPE. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLES/STAKES LENGTHS GREATER THAN 6" MAY BE NECESSARY FOR PROPER SECURING. STAPLE PATTERNS AND OVERLAPS ARE DEPENDENT ON SITE CONDITIONS AND MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL CONSULT WITH MANUFACTURER FOR ACTUAL SITE-SPECIFIC REQUIREMENTS.

7. INSPECT ON A WEEKLY BASIS AND REPAIR ANY DEFECTS IMMEDIATELY.

NOT TO SCALE

18"

2" - 4" BLANKET OVERLAP

3' - 0" MIN.

EXTEND BLANKET A MINIMUM OF 3'-0" OVER

CREST OF SLOPE. TRENCHING IS NEEDED IF

MINIMUM OF 3'-0" IS NOT AVAILABLE AT THE

CREST OF SLOPE OR IF OVERLAND FLOW IS

ANTICIPATED FROM UPLAND AREAS.

END ROLL OVERLAP, SEE

DETAIL

SIDE SEAM OVERLAP, SEE

DETAIL

BLANKET TO EXTEND MIN.

3'-0" BEYOND TOE OF SLOPE

10" W x 8" H TRENCH

TOP OF BLANKET

2 ROWS OF STAPLES 4" APART,

STAGGERED 6" O.C., STAPLES TO BE

PLACED CLOSE TO EDGE OF BLANKET

STAPLE 12" O.C.

ALONG BOTTOM OF

BLANKET AT END OF

SLOPE.

STAPLE 12" O.C. ALONG

BLANKET AT SLOPE

CHANGE.

END SEAM OF BLANKETS OVERLAP 2" - 4".

PLACE STAPLES, ONE ON EACH CORNER

OF BLANKET, 12" O.C. ALONG BLANKET

END THROUGH BOTH BLANKETS. PLACE

UPSLOPE BLANKET OVER DOWNSLOPE

BLANKET IN SHINGLE AFFECT.

STAPLES THROUGH

BOTH BLANKETS

SLOPE 2 ROW OF STAPLES, 6"

O.C./E.W.

1 ROW OF STAPLES, 12"

O.C.

BACKFILL WITH

EXCAVATED TRENCH

MATERIAL

COMPACTED AND FINE GRADED

TOPSOILED SLOPE, TYP. FREE OF

RILLS, OBSTRUCTIONS, STONES OVER

1" IN SIZE, AND FOREIGN OBJECTS

EROSION CONTROL BLANKET

STABILIZED SOIL STOCKPILE

NOT TO SCALE

NOTES:

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12

FEET.

3. EACH PILE SHALL BE SURROUNDED WITH SILT FENCING, INSTALLED PER

CORRESPONDING DETAIL, THEN STABILIZED WITH ANNUAL GRAIN (SEED &

MULCH) IF INACTIVE FOR MORE THAN 14 DAYS.

4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE STOCKPILE

TO DIVERT STORMWATER AROUND THE STOCKPILE.

5. COMPLY WITH THE REQUIREMENTS OF THE STORMWATER POLLUTION

PREVENTION PLAN.

MAX

10' MIN. SILT FENCE

STABILIZE ENTIRE PILE

WITH VEGETATION

TEMPORARY CHAIN LINK CONSTRUCTION FENCING

NOT TO SCALE

NOTES:

1. GRADE, TOPSOIL, AND SEED TO A MINIMUM 2' WIDTH ON BOTH SIDES OF PERIMETER FENCING. TOPSOIL AND SEED TO BE PLACED

IMMEDIATELY AFTER FENCE INSTALLATION TO PREVENT WEED GROWTH.

2. TEMPORARY CHAIN LINK FENCE POSTS SHALL BE DRIVEN/POUNDED INTO UNDISTURBED SOIL TO A MINIMUM DEPTH OF 36 INCHES.

CONTRACTOR SHALL VERIFY NO UNDERGROUND UTILITIES CONFLICT WITH POST INSTALLATION PRIOR TO DRIVING POSTS.

3. INSTALL MESH PRIVACY SCREEN ON ALL PANELS AND GATE.

10' MAX. O.C.

POST SPACING

3' 12' SWING GATES

3" CLR

2" CLR

GATE POSTS - 27

MIN. O.D. SCH 40

GATE FRAME - 17

MIN. O.D. SCH 40

BRACE RAIL - 111

16"

MIN. O.D. SCH 40

8" DIA.

TRUSS

ROD

TURNBUCKLE

BLACK VINYL CHAINLINK FABRIC

TOP & BRACE RAIL - 1 11

16"

MIN. O.D. SCH 40

LINE POST - 1 78 "

END & CORNER POST - 2 38 "

MIN. O.D. SCH 40

FINISH GRADE

TENSION WIRE

MESH PRIVACY SCREEN

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

06/12/2026 BID PACKAGE

No. Date Description

PLAN 2

PLAN 1

REVISION

KEY MAP

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

6/12/2026

07/08/2026 ADDENDUM #101

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

06/12/2026 BID PACKAGE

No. Date Description

PLAN 2

PLAN 1

REVISION

KEY MAP

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

6/12/2026

07/08/2026 ADDENDUM #101

C502

EROSION AND

SEDIMENT CONTROL

DETAILS

NTS

SRK

NOTE:

1. WITHIN THE PUBLIC RIGHT OF WAY, IN LIEU OF ANY OTHER EROSION CONTROL METHOD FOR PROTECTION AROUND EXISTING STREET CATCH BASINS, INSTSALL AND MAINTAIN TEMPORARY CATCH BASIN FILTER INSERTS FOR ALL EXISTING STREET CATCH BASINS THAT ARE WITHIN THE VICINITY OF THE PROJECT LIMITS, AND INCLUDING THE FIRST CATCH BASINS DOWNSTREAM BEYOND THE PROJECT LIMITS.

Addendum #1 Page 167 of 193

Addendum 1 Drawings

C201-CIVIL LAYOUT PLAN -ADDENDUM 01

C302-STORMWATER MANAGEMENT PLAN-ADDENDUM 01

C401-UTILITY PLAN-ADDENDUM 01

C501-UTILITY DETAILS-ADDENDUM 01

C502-EROSION AND SEDIMENT CONTROL DETAILS-ADDENDUM 01

C503A-SITE WORK WITHIN CITY OF ROCHESTER ROW DETAILS-ADDENDUM 01

C503B-SITE WORK WITHIN CITY OF ROCHESTER ROW DETAILS-ADDENDUM 01

C504-STRUCTURAL DETAILS-ADDENDUM 01

EP611-ELECTRICAL PANEL SCHEDULES-ADDENDUM 01

Sheets and Views

DWG-25038-EP611.REVX ELECTRICAL PANEL SCHEDULES

ES111-REV01 ELECTRICAL SITE PLAN-ADDENDUM 01

Sheets and Views

DWG-25038-ES111.REVX ELECTRICAL SITE PLAN

G000-COVER SHEET-ADDENDUM 01

Sheets

G000 - COVER SHEET

L300-MATERIALS PLAN-ADDENDUM 01

L350-PAVING AND JOINTING PLAN-ADDENDUM 01

L800-DETAILS -SITE WALLS-ADDENDUM 01

L801-DETAILS -SITE WALLS-ADDENDUM 01

L830-DETAILS -PAVING-ADDENDUM 01

Sheets

L830 - DETAILS - PAVING

L851-DETAILS -CUSTOMIZEDFURNISHINGS-ADDENDUM 01

LP200-SOILS PLAN-ADDENDUM 01

LP300-TREE PLANTING PLAN-ADDENDUM 01

LP400-TREE PROTECTION AND PLANTING DETAILS-ADDENDUM 01

P011-PLUMBING NOTES AND LEGENDS-ADDENDUM 01

File details come from the government source that posted it. Updated Aug 7, 2026.