1-Bid Package - Sitework Improvements 2026-01 Drawings.pdf

15 MB Posted

Attached to
Sitework Improvements – Contract No. 2026-01
Solicitation number
Not on record
Issued by
Dauphin County, Camp Hill Borough, Pennsylvania

About this file

Written by GovTribe AI ·

Sitework Improvements Contract 2026-01 Drawings Summary

This document is a bid package drawing set for Contract No. 2026-01 Sitework Improvements, issued by Active Aging, Inc. in Pennsylvania for work at 110 Canfield St., Cambridge Springs, PA 16403. The project encompasses site grading, site utilities, stormwater management, site lighting, and seeding and restoration activities. All labor, tools, materials, equipment, and appurtenant items necessary to provide a complete and finished project are included in the contractor's scope. Sealed bids will be electronically received through PennBid until 2:00 PM prevailing time on Wednesday, June 24, 2026. A mandatory pre-bid conference will be held at the project site on June 16, 2026, at 2:00 PM prevailing time. Prospective bidders must attend this conference to be eligible to submit proposals.

Bid security in the amount of ten percent (10%) of the total bid, submitted as either a certified check, bank draft, or bid bond payable to Active Aging, Inc., must accompany each proposal. Bid security may not be withdrawn for sixty (60) calendar days following the bid opening date. The successful contractor will be required to furnish performance and payment bonds each equal to one hundred percent (100%) of the total contract price and shall provide certificates of insurance demonstrating compliance with minimum coverage requirements specified in the contract documents. Failure to begin work on the date stipulated in the Notice to Proceed will result in forfeiture of bid security to Active Aging, Inc.

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Other files

File Type Posted
3-Bid Bond.pdf PDF
5-CONSTRUCTION PROPOSAL.pdf PDF
4-NCA.pdf PDF
2-Bid Package - Sitework Improvements 2026-01 Specifications.pdf PDF

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X

X

X

110,588 Sq.Ft.

2.54 Acres

TAX ID #1601-025

INSTRUMENT #2017-014825

WV

WV

WV

WV

WV

WV

WV

DY

H

DY

H

S S

S

S

AV

AV

PAVILLION

UE UE UE

UE

UE

EM

INV=1195.7

12" HDPE

12" HDPE

15" HDPE

STUMP

STUMP

INV=1195.7

" C

M P

8" V

C P

15" CMP 18" CMP

CONC.

3' C

H

AI

N -L

IN

K

FE

N

C E

8" V

C P

8" V

C P

8" PVC

8" V

C P

8' W

O O

D P

R

IV

AC

Y

FE

N

C E

TRENCH

DRAIN

RIM=1200.1

INV=1197.8

C O

N C

. R

ET

AI

N

IN

G

W

AL

L

RIM=1196.7

(FULL OF DEBRIS)

RIM=1202.9

(FULL OF DEBRIS)

RIM=1204.6

(FULL OF DEBRIS)

RIM=1193.9

INV(SW)=1192.6

INV(S)=1192.5

6" PVC

8" C

M P

RIM=1182.0

INV(SW)=1180.3

INV(SE)=1180.0

INV(NE)=1179.5

INV=1183.5

INV=1183.0

12" C M

P

RIM=1190.0

INV(SW)=1187.9

INV(NE)=1187.7

RIM=1196.2

INV(SW)=1194.8

INV(S)=1194.7

INV(NE)=1194.5

ST

O

R M

P

IP

E

CONCRETE

STONE GROTTO

(OVERGROWN)

XX

X X

X X X

CONCRETE

CONCRETE

ASPHALT

RIM=1194.5

(SEALED)

UP#5E135

W/ LIGHT

UP NO #

GMRK

UP NO #

UP#65199

W/ TRANS

& LIGHT

UP#65198UP#65197UP#65196

UP#65195

UP#65182

UP#5K548

W/ TRANS

UP#5K914

W/ CONDUIT

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

CONC.

CONC.

CONC.

GRASS

C O

N C

. R

ET

AI

N

IN

G

W

AL

L

FFE=1203.6

CONC.

FFE=1194.9

FFE=1195.0

FFE=1203.6

FFE=1203.6

FFE=1203.6

FFE=1203.6

FFE=1203.6

FFE=1203.6

FFE=1203.6 FFE=1203.6

FFE=1195.2

AC

GUY WIRE

CONC.

CONC.CONC. RAMP

C O

N C

GRAVEL

RIM=1183.1

INV(SW)=1177.4

INV(SE)=1176.3

INV(NE)=1176.1

8" V

C P

6" P

VC

X

XXXXXXX X X X

XXXXX

X X

X

X

METAL RAILING

GRASS

C O

N C

BRICK RETAINING WALL

LA

N

D

SC

AP

IN

G

SH

R

U

BS

SIGN WOOD RETAINING WALL

CONCRETE

ASPHALT ROAD

AS

PH

AL

T R

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AD

AS

PH

AL

T

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AD

ASPHALT ROAD

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OHW

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SS

SS

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OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW

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G G G

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BM-1

BM-2

BM-3

RIM=1202.6

INV=1200.9

SUMP=1199.9

4" PVC

RIM=1207.4

INV(SE)=1199.6

INV(NW)=1199.4

G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G

RIM=1203.3

INV(NE)=1196.3

INV(SE)=1196.3

INV(NW)=1196.1

19.7'

11.8'

23.4'

6.6'

GUY WIRE

G

G

G G

G G

G G

G G

G G

G

G

G G

G G

G G

G G

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4" G

AS

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2" G

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4" G

AS

LI

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4" GASLINE

1185 1184

1201 1195

12061207

1198 11

98 1197

1196 1195

CONC.

X X

X X

X X

X X

X X

X X

X X

X X

X

XXXXXXXXXXXX

LANDSCAPING

CONC. RETAINING WALL

CONC. RETAINING WALL

RAILING(S)

(UNABLE TO ACCESS THIS

AREA DUE TO FENCE)

13.8'

17.8'

23.9'

BUILDING #3

BUILDING #1

2 STORY

FRAME BUILDING

2 STORY

BRICK

1 STORY

BRICK

BUILDING #2

4.7'

106.3'

10.8'

33.5'

11.8'

11.5'

123.7'

104.2'

WOOD SHED

1 STORY

BRICK

BUILDING

OVERGROWN AREA

CONC. BLOCK

PIERS FOR

OVERHEAD

WALKWAY

3 STORY

BRICK MREEDAZZLE, LLC

903 DIAMOND PARK

MEADVILLE, PA 16335

F.B. PG.

S.E. NO.

SHEET NUMBER:

DRAWN BY:SCALE:DATE:

TAX ID. NUMBER:

All drawings and written materials appearing hereon constitute original and unpublished work of David Laird Associates and may not be used or disclosed without prior written consent of David Laird Associates. The controlling instrument of service for these drawings is the hard copy retained by David Laird Associates.

BYREVISION DESCRIPTIONDATENO.

D LAVID AIRD ASSOCIATES,

complete surveying & land development services

1557 WEST 26 STREET ERIE, PA 16508

PHONE: (814) 456-0330 EMAIL: INFO@LAIRDSURVEY.NET

TH

C COPYRIGHT 2024

Inc.

24-32451

C-100

63517JKS1"=20'9-23-24

1601-025

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.d w g

SERIAL NO. 20242621974

PA ONE CALL CAUTION

UTILITIES AND UNDERGROUND FACILITIES OR STRUCTURES SHOWN HEREON, HAVE BEEN

PLOTTED FROM FIELD MEASUREMENT AND FROM AVAILABLE RECORDS AND THEREFORE

THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE. THERE MAY BE OTHER

UNDERGROUND STRUCTURES OR UTILITIES WHICH ARE NOT KNOWN TO THE UNDERSIGNED.

THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN

HEREON ARE IN THE EXACT LOCATIONS INDICATED, ALTHOUGH HE DOES STATE THAT THEY

ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE

SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES

FOR DEMOLITION, CONSTRUCTION OR DESIGN PURPOSES, VERIFY ALL UTILITY LOCATIONS

AND SIZES WITH THE RESPECTIVE UTILITY OR AGENCY.

BM1

BM2

COMMONWEALTH OF PENNSYLVANIA, DO HEREBY STATE TO THE BEST OF MY KNOWLEDGE

AND BELIEF, AND IN MY PROFESSIONAL OPINION, THAT THIS PLAN REPRESENTS A

TRUE AND CORRECT PLAN OF A SURVEY MADE BY ME OR UNDER MY SUPERVISION.

JOHN BRADLEY LAIRD, P.L.S. SU-051211- E

DATE: SEPTEMBER 23, 2024

I, JOHN BRADLEY LAIRD, A PROFESSIONAL LAND SURVEYOR IN AND OF THE

PROFESSIONAL

SURVEYOR

C O

M M O N W E A L T H

O F

P E

N N S Y L V A N

I ASU-051211-E

LAND

TOP OF A HYDRANT LOCATED AT THE NORTHEAST CORNER OF

THE INTERSECTION OF CANFIELD STREET & DALE AVENUE.

(AS SHOWN)

ELEV. = 1196.22

TOP OF A HYDRANT LOCATED AT THE NORTHEAST CORNER OF

THE INTERSECTION OF CANFIELD STREET & BOLARD AVENUE.

(AS SHOWN)

ELEV. = 1208.17

TOP OF A SPIKE IN THE SOUTH SIDE OF UTILITY POLE #65198

LOCATED ON THE SOUTH SIDE OF GORDON ALLEY, 120'± WEST OF

THE WEST LINE OF DALE AVENUE. (AS SHOWN)

ELEV. = 1190.82

ELEVATIONS SHOWN HEREON ARE BASED UPON THE PA 40 N NAVD

88 DATUM.

NOT TO SCALE

**BENCHMARKS SHOWN HEREON ARE TO BE USED AS A REFERENCE TO THE

ORIGINAL TOPOGRAPHICAL SURVEY ONLY. BEFORE ANY EARTHMOVING OR

CONSTRUCTION TAKE PLACE, ALL BENCHMARKS MUST BE FIELD VERIFIED

AND CONFIRMED AS CURRENTLY ACCURATE BY DAVID LAIRD ASSOCIATES.**

THE NATIONAL WETLANDS INVENTORY (NWI) MAP DOES NOT SHOW ANY WETLANDS ON SITE. HOWEVER, IT IS RECOMMENDED THAT A DETAILED WETLANDS STUDY BE PERFORMED BY A QUALIFIED ENVIRONMENTAL

PROFESSIONAL. DAVID LAIRD ASSOCIATES MAKES NO GUARANTEE THAT THE NWI MAPS ACCURATELY

DEPICT THE PRESENCE OF WETLANDS ON SITE.

BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 42039C0112D, WHICH BEARS AN EFFECTIVE DATE OF AUGUST 16, 2012.

BM3

R-2 MULTI-FAMILY RESIDENTIAL

(MULTI-FAMILY DWELLINGS, SEMI-DETACHED DWELLINGS AND

CONVERTED DWELLING HOUSES)

SETBACKS:

FRONT YARD = 20'

INTERIOR SIDE YARD SETBACK = 20' *

EXTERIOR SIDE YARD SETBACK = 15'

* PROVIDED THAT ONE INTERIOR SIDE SETBACK BE NO LESS THAN 10 FEET.

(FOR MORE INFORMATION REFER TO THE CAMBRIDGE

SPRINGS BOROUGH ZONING ORDINANCE)

= CATCH BASIN

= SANITARY SEWER LINE

= PHOTO LOCATION4

SS

= TREE

S = SANITARY MANHOLE

= STORM SEWER

WV

= UTILITY POLE

= WATER VALVE

= WATERLINEW

= GAS LINEG

= STORM MANHOLEST

= REBAR SURVEY POINT

= OVERHEAD WIRESOHW

SITESTEELE STREET

VENANGO AVENUE

G

RANT STREET

S. M

AIN

S

TR

EET

CANFIELD STREET

ROOT AVENUE

THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN

ABSTRACT OF TITLE AND IS SUBJECT TO ANY STATE OF FACTS THAT

MAY BE REVEALED BY AN EXAMINATION OF SUCH.

BEARINGS AS SHOWN HEREON ARE GRID NORTH FOR THE

PENNSYLVANIA STATE COORDINATE SYSTEM (NAD 1983) - PA NORTH.

DURING THE COURSE OF THE FIELD SURVEY THE SUBJECT

PROPERTY HAD CONSIDERABLE AMOUNTS OF DEBRIS ON SITE.

BECAUSE OF THE DEBRIS SOME GROUND FEATURES MAY NOT HAVE

BEEN VISIBLE DURING THE COURSE OF OUR WORK.

PHOTO #1

PHOTO #2

PHOTO #3

PHOTO #4

PHOTO #5

PHOTO #6

1 inch = ft.

GRAPHIC SCALE

20 20 40

= FINISH FLOOR ELEVATIONFFE

AutoCAD SHX Text 1204.81

AutoCAD SHX Text 1203.78

AutoCAD SHX Text 1202.80

AutoCAD SHX Text 1201.79

AutoCAD SHX Text 1201.00

AutoCAD SHX Text 1181.23

AutoCAD SHX Text 1182.01

AutoCAD SHX Text 1184.50

AutoCAD SHX Text 1185.63

AutoCAD SHX Text 1186.08

AutoCAD SHX Text 1185.50

AutoCAD SHX Text 1184.45

AutoCAD SHX Text 1188.15

AutoCAD SHX Text 1190.79

AutoCAD SHX Text 1193.34

AutoCAD SHX Text 1194.30

AutoCAD SHX Text 1195.07

AutoCAD SHX Text 1194.69

AutoCAD SHX Text 1195.07

AutoCAD SHX Text 1194.10

AutoCAD SHX Text 1194.84

AutoCAD SHX Text 1194.86

AutoCAD SHX Text 1196.72

AutoCAD SHX Text 1198.43

AutoCAD SHX Text 1199.23

AutoCAD SHX Text 1193.66

AutoCAD SHX Text 1195.41

AutoCAD SHX Text 1197.52

AutoCAD SHX Text 1199.70

AutoCAD SHX Text 1201.92

AutoCAD SHX Text 1203.74

AutoCAD SHX Text 1204.47

AutoCAD SHX Text 1204.89

AutoCAD SHX Text 1203.26

AutoCAD SHX Text 1203.40

AutoCAD SHX Text 1203.78

AutoCAD SHX Text 1203.91

AutoCAD SHX Text 1200.81

AutoCAD SHX Text 1200.16

AutoCAD SHX Text 1200.43

AutoCAD SHX Text 1202.08

AutoCAD SHX Text 1199.21

AutoCAD SHX Text 1197.82

AutoCAD SHX Text 1197.98

AutoCAD SHX Text 1198.41

AutoCAD SHX Text 1202.29

AutoCAD SHX Text 1200.54

AutoCAD SHX Text 1194.87

AutoCAD SHX Text 1195.05

AutoCAD SHX Text 1197.17

AutoCAD SHX Text 1196.96

AutoCAD SHX Text 1199.55

AutoCAD SHX Text 1199.54

AutoCAD SHX Text 1199.24

AutoCAD SHX Text 1200.05

AutoCAD SHX Text 1193.87

AutoCAD SHX Text 1203.57

AutoCAD SHX Text 1202.96

AutoCAD SHX Text 1203.45

AutoCAD SHX Text 1203.08

AutoCAD SHX Text 1203.37

AutoCAD SHX Text 1203.51

AutoCAD SHX Text 1193.76

AutoCAD SHX Text 1197.47

AutoCAD SHX Text 1200.39

AutoCAD SHX Text 1202.99

AutoCAD SHX Text 1204.69

AutoCAD SHX Text 1206.52

AutoCAD SHX Text 1207.55

AutoCAD SHX Text 1206.21

AutoCAD SHX Text 1204.40

AutoCAD SHX Text 1202.47

AutoCAD SHX Text 1201.00

AutoCAD SHX Text 1199.69

AutoCAD SHX Text 1198.16

AutoCAD SHX Text 1196.94

AutoCAD SHX Text 1196.54

AutoCAD SHX Text 1196.36

AutoCAD SHX Text 1193.90

AutoCAD SHX Text 1190.69

AutoCAD SHX Text 1187.77

AutoCAD SHX Text 1184.27

AutoCAD SHX Text 1182.23

AutoCAD SHX Text 1182.00

AutoCAD SHX Text 1184.27

AutoCAD SHX Text 1185.31

AutoCAD SHX Text 1187.04

AutoCAD SHX Text 1189.14

AutoCAD SHX Text 1191.54

AutoCAD SHX Text 1193.66

AutoCAD SHX Text 1193.73

AutoCAD SHX Text 1193.85

AutoCAD SHX Text 1195.82

AutoCAD SHX Text 1196.98

AutoCAD SHX Text 1198.82

AutoCAD SHX Text 1200.49

AutoCAD SHX Text 1202.78

AutoCAD SHX Text 1204.02

AutoCAD SHX Text 1204.84

AutoCAD SHX Text 1204.87

AutoCAD SHX Text 1205.92

AutoCAD SHX Text 1196.08

AutoCAD SHX Text 1196.68

AutoCAD SHX Text 1197.22

AutoCAD SHX Text 1197.65

AutoCAD SHX Text 1198.92

AutoCAD SHX Text 1199.57

AutoCAD SHX Text 1200.19

AutoCAD SHX Text 1201.88

AutoCAD SHX Text 1203.66

AutoCAD SHX Text 1204.42

AutoCAD SHX Text 1204.71

AutoCAD SHX Text 1204.71

AutoCAD SHX Text 1204.89

AutoCAD SHX Text 1200.54

AutoCAD SHX Text 1203.75

AutoCAD SHX Text 1203.31

AutoCAD SHX Text 1203.20

AutoCAD SHX Text 1202.23

AutoCAD SHX Text 1201.88

AutoCAD SHX Text 1201.72

AutoCAD SHX Text 1200.40

AutoCAD SHX Text 1199.03

AutoCAD SHX Text 1200.40

AutoCAD SHX Text 1200.44

AutoCAD SHX Text 1200.40

AutoCAD SHX Text 1199.75

AutoCAD SHX Text 1199.49

AutoCAD SHX Text 1202.69

AutoCAD SHX Text 1202.66

AutoCAD SHX Text 1196.39

AutoCAD SHX Text 1196.47

AutoCAD SHX Text 1195.86

AutoCAD SHX Text 1194.98

AutoCAD SHX Text 1194.42

AutoCAD SHX Text 1193.77

AutoCAD SHX Text 1193.70

AutoCAD SHX Text 1193.80

AutoCAD SHX Text 1197.15

AutoCAD SHX Text 1193.81

AutoCAD SHX Text 1194.33

AutoCAD SHX Text 1194.14

AutoCAD SHX Text 1194.49

AutoCAD SHX Text 1194.92

AutoCAD SHX Text 1194.78

AutoCAD SHX Text 1196.52

AutoCAD SHX Text 1194.38

AutoCAD SHX Text 1195.44

AutoCAD SHX Text 1199.39

AutoCAD SHX Text 1198.90

AutoCAD SHX Text 1198.37

AutoCAD SHX Text 1198.38

AutoCAD SHX Text 1198.93

AutoCAD SHX Text 1196.39

AutoCAD SHX Text 1197.88

AutoCAD SHX Text 1198.27

AutoCAD SHX Text 1200.57

AutoCAD SHX Text 1202.36

AutoCAD SHX Text 1202.67

AutoCAD SHX Text 1202.64

AutoCAD SHX Text 1202.73

AutoCAD SHX Text 1202.79

AutoCAD SHX Text 1203.56

AutoCAD SHX Text 1202.75

AutoCAD SHX Text 1201.20

AutoCAD SHX Text 1201.10

AutoCAD SHX Text 1200.86

AutoCAD SHX Text 1203.31

AutoCAD SHX Text 1202.83

AutoCAD SHX Text 1202.25

AutoCAD SHX Text 1201.77

AutoCAD SHX Text 1194.84

AutoCAD SHX Text 1194.39

AutoCAD SHX Text 1195.50

AutoCAD SHX Text 1196.67

AutoCAD SHX Text 1197.90

AutoCAD SHX Text 1199.54

AutoCAD SHX Text 1200.60

AutoCAD SHX Text 1201.04

AutoCAD SHX Text 1201.13

AutoCAD SHX Text 1200.86

AutoCAD SHX Text 1200.92

AutoCAD SHX Text 1198.41

AutoCAD SHX Text 1198.94

AutoCAD SHX Text 1198.79

AutoCAD SHX Text 1199.42

AutoCAD SHX Text 1198.75

AutoCAD SHX Text 1199.33

AutoCAD SHX Text 1199.81

AutoCAD SHX Text 1199.10

AutoCAD SHX Text 1198.43

AutoCAD SHX Text 1193.36

AutoCAD SHX Text 1200.09

AutoCAD SHX Text 1199.36

AutoCAD SHX Text 1198.84

AutoCAD SHX Text 1197.22

AutoCAD SHX Text 1196.64

AutoCAD SHX Text 1200.51

AutoCAD SHX Text 1201.32

AutoCAD SHX Text 1201.51

AutoCAD SHX Text 1202.76

AutoCAD SHX Text 1202.72

AutoCAD SHX Text 1203.04

AutoCAD SHX Text 1203.10

AutoCAD SHX Text 1203.30

AutoCAD SHX Text 1202.94

AutoCAD SHX Text 1203.11

AutoCAD SHX Text 1203.16

AutoCAD SHX Text 1205.29

AutoCAD SHX Text 1205.86

AutoCAD SHX Text 1205.91

AutoCAD SHX Text 1205.92

AutoCAD SHX Text 1205.80

AutoCAD SHX Text 1205.39

AutoCAD SHX Text 1204.39

AutoCAD SHX Text 1203.17

AutoCAD SHX Text 1201.47

AutoCAD SHX Text 1200.60

AutoCAD SHX Text 1199.47

AutoCAD SHX Text 1197.81

AutoCAD SHX Text 1197.11

AutoCAD SHX Text 1196.40

AutoCAD SHX Text 1196.15

AutoCAD SHX Text 1196.15

AutoCAD SHX Text 1195.50

AutoCAD SHX Text 1193.03

AutoCAD SHX Text 1190.10

AutoCAD SHX Text 1187.25

AutoCAD SHX Text 1184.21

AutoCAD SHX Text 1182.78

AutoCAD SHX Text 1182.35

AutoCAD SHX Text 1183.22

AutoCAD SHX Text 1184.52

AutoCAD SHX Text 1185.48

AutoCAD SHX Text 1187.18

AutoCAD SHX Text 1187.34

AutoCAD SHX Text 1189.54

AutoCAD SHX Text 1191.39

AutoCAD SHX Text 1193.31

AutoCAD SHX Text 1193.81

AutoCAD SHX Text 1193.19

AutoCAD SHX Text 1192.50

AutoCAD SHX Text 1190.50

AutoCAD SHX Text 1188.43

AutoCAD SHX Text 1186.90

AutoCAD SHX Text 1184.94

AutoCAD SHX Text 1183.81

AutoCAD SHX Text 1184.41

AutoCAD SHX Text 1184.90

AutoCAD SHX Text 1186.15

AutoCAD SHX Text 1187.38

AutoCAD SHX Text 1189.02

AutoCAD SHX Text 1190.36

AutoCAD SHX Text 1191.40

AutoCAD SHX Text 1192.64

AutoCAD SHX Text 1193.80

AutoCAD SHX Text 1192.44

AutoCAD SHX Text 1193.09

AutoCAD SHX Text 1193.62

AutoCAD SHX Text 1194.12

AutoCAD SHX Text 1198.38

AutoCAD SHX Text 1194.92

AutoCAD SHX Text 1201.83

AutoCAD SHX Text 1203.32

AutoCAD SHX Text 1203.56

AutoCAD SHX Text 1203.36

AutoCAD SHX Text 1202.49

AutoCAD SHX Text 1202.13

AutoCAD SHX Text 1202.03

AutoCAD SHX Text 1202.43

AutoCAD SHX Text 1205.85

AutoCAD SHX Text 1206.68

AutoCAD SHX Text 1205.24

AutoCAD SHX Text 1204.47

AutoCAD SHX Text 1202.94

AutoCAD SHX Text 1201.44

AutoCAD SHX Text 1199.51

AutoCAD SHX Text 1198.29

AutoCAD SHX Text 1182.25

AutoCAD SHX Text 1202.42

AutoCAD SHX Text 1201.73

AutoCAD SHX Text 1199.36

AutoCAD SHX Text 1200.26

AutoCAD SHX Text 1203.29

AutoCAD SHX Text 1201.71

AutoCAD SHX Text 1201.65

AutoCAD SHX Text 1202.95

AutoCAD SHX Text 1203.10

AutoCAD SHX Text 1203.32

AutoCAD SHX Text 1203.29

AutoCAD SHX Text 1204.25

AutoCAD SHX Text 1202.83

AutoCAD SHX Text 1202.94

AutoCAD SHX Text 1203.71

AutoCAD SHX Text 1203.15

AutoCAD SHX Text 1203.52

AutoCAD SHX Text 1203.03

AutoCAD SHX Text 1203.17

AutoCAD SHX Text 1203.20

AutoCAD SHX Text 1203.08

AutoCAD SHX Text 1202.91

AutoCAD SHX Text 1202.17

AutoCAD SHX Text 1202.83

AutoCAD SHX Text 1201.76

AutoCAD SHX Text 1201.36

AutoCAD SHX Text 1200.79

AutoCAD SHX Text 1200.10

AutoCAD SHX Text 1200.90

AutoCAD SHX Text 1199.34

AutoCAD SHX Text 1198.59

AutoCAD SHX Text 1197.50

AutoCAD SHX Text 1196.99

AutoCAD SHX Text 1199.57

AutoCAD SHX Text 1198.15

AutoCAD SHX Text 1197.68

AutoCAD SHX Text 1198.92

AutoCAD SHX Text 1198.79

AutoCAD SHX Text 1201.55

AutoCAD SHX Text 1202.24

AutoCAD SHX Text 1188.87

AutoCAD SHX Text 1192.00

AutoCAD SHX Text 1194.92

AutoCAD SHX Text 1195.71

AutoCAD SHX Text 1196.42

AutoCAD SHX Text 1197.34

AutoCAD SHX Text 1198.05

AutoCAD SHX Text 1194.89

AutoCAD SHX Text 1193.38

AutoCAD SHX Text 1194.91

AutoCAD SHX Text 1196.13

AutoCAD SHX Text 1194.81

AutoCAD SHX Text 1193.98

AutoCAD SHX Text 1193.38

AutoCAD SHX Text 1190.51

AutoCAD SHX Text 1198.01

AutoCAD SHX Text 1192.96

AutoCAD SHX Text 1192.82

AutoCAD SHX Text 1190.76

AutoCAD SHX Text 1189.82

AutoCAD SHX Text 1192.74

AutoCAD SHX Text 1190.25

AutoCAD SHX Text 1187.98

AutoCAD SHX Text 1184.66

AutoCAD SHX Text 1183.70

AutoCAD SHX Text 1184.99

AutoCAD SHX Text 1186.07

AutoCAD SHX Text 1199.09

AutoCAD SHX Text 1198.76

AutoCAD SHX Text 1199.47

AutoCAD SHX Text 1199.72

AutoCAD SHX Text 1198.72

AutoCAD SHX Text 1195.70

AutoCAD SHX Text 1199.60

AutoCAD SHX Text 1200.02

AutoCAD SHX Text 1196.23

AutoCAD SHX Text 1195.48

AutoCAD SHX Text 1194.93

AutoCAD SHX Text 1197.43

AutoCAD SHX Text 1198.81

AutoCAD SHX Text 1198.83

AutoCAD SHX Text 1199.63

AutoCAD SHX Text 1199.22

AutoCAD SHX Text 1198.42

AutoCAD SHX Text 1196.13

AutoCAD SHX Text 1197.62

AutoCAD SHX Text 1199.86

AutoCAD SHX Text 1202.19

AutoCAD SHX Text 1202.04

AutoCAD SHX Text 1201.44

AutoCAD SHX Text 1201.24

AutoCAD SHX Text 1200.07

AutoCAD SHX Text 1200.91

AutoCAD SHX Text 1200.42

AutoCAD SHX Text 1200.89

AutoCAD SHX Text 1201.01

AutoCAD SHX Text 1201.42

AutoCAD SHX Text 1205.72

AutoCAD SHX Text 1204.59

AutoCAD SHX Text 1203.59

AutoCAD SHX Text 1202.71

AutoCAD SHX Text 1201.61

AutoCAD SHX Text 1201.51

AutoCAD SHX Text 1201.34

AutoCAD SHX Text 1200.29

AutoCAD SHX Text 1200.05

AutoCAD SHX Text 1198.60

AutoCAD SHX Text 1197.80

AutoCAD SHX Text 1196.79

AutoCAD SHX Text 1199.26

AutoCAD SHX Text 1200.11

AutoCAD SHX Text 1200.76

AutoCAD SHX Text 1200.79

AutoCAD SHX Text 1183.70

AutoCAD SHX Text 1183.28

AutoCAD SHX Text 1181.85

AutoCAD SHX Text 1183.01

AutoCAD SHX Text 1184.77

AutoCAD SHX Text 1186.52

AutoCAD SHX Text 1186.84

AutoCAD SHX Text 1186.00

AutoCAD SHX Text 1185.73

AutoCAD SHX Text 1198.82

AutoCAD SHX Text 1197.15

AutoCAD SHX Text 1194.61

AutoCAD SHX Text 1191.03

AutoCAD SHX Text 1188.95

AutoCAD SHX Text 1186.89

AutoCAD SHX Text 1195.89

AutoCAD SHX Text 1195.98

AutoCAD SHX Text 1196.93

AutoCAD SHX Text 1197.09

AutoCAD SHX Text 1197.76

AutoCAD SHX Text 1198.25

AutoCAD SHX Text 1200.28

AutoCAD SHX Text 1200.80

AutoCAD SHX Text 1204.28

AutoCAD SHX Text 1203.90

AutoCAD SHX Text 1203.73

AutoCAD SHX Text 1195.22

AutoCAD SHX Text 1195.23

AutoCAD SHX Text 1205.25

AutoCAD SHX Text 1205.59

AutoCAD SHX Text 1201.11

AutoCAD SHX Text 1201.69

AutoCAD SHX Text 1198.45

AutoCAD SHX Text 1199.54

AutoCAD SHX Text 1200.65

AutoCAD SHX Text 321.41'

AutoCAD SHX Text N 62°06'59" E

AutoCAD SHX Text 347.62'

AutoCAD SHX Text

CANFIELD STREET - 60' R/W

AutoCAD SHX Text

BOLARD AVENUE - 60' R/W

AutoCAD SHX Text

GORDON ALLEY - 30' R/W

AutoCAD SHX Text

DALE AVENUE - 60' R/W

AutoCAD SHX Text S 62°06'59" W - 315.02'

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

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AutoCAD SHX Text C

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AutoCAD SHX Text C

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AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

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AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text N 26°32'26" W

AutoCAD SHX Text N 27°35'41" W - 347.53'

AutoCAD SHX Text

ZONING INFO

AutoCAD SHX Text

110 CANFIELD STREET

AutoCAD SHX Text

CRAWFORD COUNTY - PENNSYLVANIA

AutoCAD SHX Text

BOROUGH OF CAMBRIDGE SPRINGS

AutoCAD SHX Text

BOUNDARY LINE & TOPOGRAPHICAL SURVEY OF

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text S

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AutoCAD SHX Text U

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AutoCAD SHX Text 1-800-242-1776

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BENCHMARKS

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CERTIFICATION

AutoCAD SHX Text

JOHN BRADLEY LAIRD

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

AERIAL PHOTO

AutoCAD SHX Text

WETLANDS/FLOOD DATA

AutoCAD SHX Text

PA ONE CALL

AutoCAD SHX Text

OWNER INFO

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LEGEND

AutoCAD SHX Text

SITE PHOTOS

X

X

110,588 Sq.Ft.

2.54 Acres

TAX ID #1601-025

INSTRUMENT #2017-014825

WV

WV

WV

WV

WV

WV

WV

DY

H

Y H

S S

S

S

AV

AV

PAVILLION

UE UE UE

UE

UE

EM

INV=1195.7

12" HDPE

12" HDPE

15" HDPE

STUMP

STUMP

INV=1195.7

" C

M P

8" V

C P

15" CMP 18" CMP

CONC.

3' C

H

AI

N -L

IN

K

FE

N

C E

8" V

C P

8" V

C P

8" PVC

8" V

C P

8' W

O O

D P

R

IV

AC

Y

FE

N

C E

TRENCH

DRAIN

RIM=1200.1

INV=1197.8

C O

N C

. R

ET

AI

N

IN

G

W

AL

L

RIM=1196.7

(FULL OF DEBRIS)

RIM=1202.9

(FULL OF DEBRIS)

RIM=1204.6

(FULL OF DEBRIS)

RIM=1193.9

INV(SW)=1192.6

INV(S)=1192.5

6" PVC

8" C

M P

RIM=1182.0

INV(SW)=1180.3

INV(SE)=1180.0

INV(NE)=1179.5

INV=1183.5

INV=1183.0

12" C M

P

RIM=1190.0

INV(SW)=1187.9

INV(NE)=1187.7

RIM=1196.2

INV(SW)=1194.8

INV(S)=1194.7

INV(NE)=1194.5

ST

O

R M

P

IP

E

CONCRETE

STONE GROTTO

(OVERGROWN)

XX

X X

X X X

CONCRETE

CONCRETE

ASPHALT

RIM=1194.5

(SEALED)

UP#5E135

W/ LIGHT

UP NO #

GMRK

UP NO #

UP#65199

W/ TRANS

& LIGHT

UP#65198UP#65197UP#65196

UP#65195

UP#65182

UP#5K548

W/ TRANS

UP#5K914

W/ CONDUIT

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

CONC.

CONC.

CONC.

GRASS

C O

N C

. R

ET

AI

N

IN

G

W

AL

L

FFE=1203.6

CONC.

FFE=1194.9

FFE=1195.0

FFE=1203.6

FFE=1203.6

FFE=1203.6

FFE=1203.6

FFE=1203.6

FFE=1203.6

FFE=1203.6 FFE=1203.6

FFE=1195.2

AC

GUY WIRE

CONC.

CONC.CONC. RAMP

C O

N C

GRAVEL

RIM=1183.1

INV(SW)=1177.4

INV(SE)=1176.3

INV(NE)=1176.1

8" V

C P

6" P

VC

X

XXXXXXX X X X

XXXXX

X X

X

X

METAL RAILING

GRASS

C O

N C

BRICK RETAINING WALL

LA

N

D

SC

AP

IN

G

SH

R

U

BS

SIGN WOOD RETAINING WALL

CONCRETE

ASPHALT ROAD

AS

PH

AL

T R

O

AD

AS

PH

AL

T

R O

AD

ASPHALT ROAD

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

SS

SS

SS

SS

SS

SS

SS

SS

SS

OHW

OHW

SS

SS

SS

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW

O H

W

O H

W

O H

W

O H

W

O H

W

O H

W

O H

W

O H

W

O H

W

OHW

OHW

OHW

OHW

OHW

OHW

O H

W

O H

W

OHW

OHW

O H

WOHW

OHW

OHW

OHW

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W O

H W

G G G G G G G G G G G G G G G G G G

G G G

G

BM-1

BM-2

BM-3

RIM=1202.6

INV=1200.9

SUMP=1199.9

4" PVC

RIM=1207.4

INV(SE)=1199.6

INV(NW)=1199.4

G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G

RIM=1203.3

INV(NE)=1196.3

INV(SE)=1196.3

INV(NW)=1196.1

19.7'

11.8'

23.4'

6.6'

GUY WIRE

G

G

G G

G G

G G

G G

G G

G

G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

4" G

AS

LI

N E

2" G

AS

LI

N E

4" G

AS

LI

N E

4" GASLINE

1185 1184

1201 1195

12061207

1198 11

98 1197

1196 1195

CONC.

X X

X X

X X

X X

X X

X X

X X

X X

X

XXXXXXXXXXXX

LANDSCAPING

CONC. RETAINING WALL

CONC. RETAINING WALL

RAILING(S)

(UNABLE TO ACCESS THIS

AREA DUE TO FENCE)

13.8'

17.8'

23.9'

BUILDING #3

BUILDING #1

2 STORY

FRAME BUILDING

2 STORY

BRICK

1 STORY

BRICK

BUILDING #2

4.7'

106.3'

10.8'

33.5'

11.8'

11.5'

123.7'

104.2'

WOOD SHED

1 STORY

BRICK

BUILDING

OVERGROWN AREA

CONC. BLOCK

PIERS FOR

OVERHEAD

WALKWAY

3 STORY

BRICK

150.00'

60.00'

PROP. ACTIVE AGING SENIOR CENTER

9,000 SF ±

FFE: 1203.25±

1204.701204.89 1204.72

1201.43

1198.31 1198.14

TC 1203.5

BC 1203.0

TC 1203.5

BC 1203.0

1202.95

1201.4

1201.4

53 LF OF 12" HDPE

LF

O

F

" H D

PE

187 LF OF 15" PERF HDPE W/ STONE TRENCH (TRENCH A) TO SURFACE

51 LF O

F 15" H

D

PE

CB-3 (2X2)

TG: 1200.9

INV S (12"):1197.1

INV E (15"):1197.0

CB-4 (3X3)

TG: 1202.0

INV N (12"):1199.5

CB-7 (2X3)

TG: 1202.1

INV S (4"):1198.6

INV N (6"):1198.6

INV W (12"):1198.6

INV E (12"):1198.5

N

PD

ES / LO

D

N

PD

NPDES / LOD NPDES / LOD NPDES / LOD NPDES / LOD NPDES / LOD NPDES / LOD NPDES / LOD NPDES / LOD

PD

ES

LO

ES

ES

NPDES / LOD NPDES / LOD

PD

ES

ES

NPDES / LOD NPDES / LOD NPDES / LOD

PD

NPDES / LOD

LIMIT OF DISTURBANCE =1.96 Acres ±

8 7

SS SS SS SS SS SS

G

G

G

G

G

TC 1203.15

BC 1202.65

TC 1203.15

BC 1202.65

TC 1203.15

BC 1202.65

1202.33 1202.33 1202.33 1202.33

TC 1202.6

BC 1202.6

1202.68

TC 1203.13

BC 1202.63

1203.2 1203.2

TC 1203.13

BC 1202.63

TC 1203.6

BC 1203.1

TC 1203.8

BC 1202.3

12041205

XX

X X

X

X X X

X X

X

1202.64

1203.2 1203.2

1202.64

PROP. PAVILION

24'X40'

960 SF

FFE: 1203.25

11901191119211931194

W W W

W

W

W

1203.25

CB-6 (2X2)

TG: 1201.4

INV W (12"):1197.6

INV E (8"):1199.5

INV N (12"):1197.5

L

F O

F

" H D

PE

PROP. 8" PERF. HDPE IN

STONE TRENCH (TRENCH B)

TO SURFACE

PROP. 4" PVC

DOWNSPOUT

COLLECTOR

(TYP)

CB-5 (3X3)

TG: 1203.0

INV E (4"): 1198.0

INV W (6"):1198.0

INV S (12"):1196.1

INV N (15"):1196.0

CB-2 (2X2)

TG: 1200.9

INV W (15"):1195.1

INS S (15"):1195.1

INV E (15"):1195.0

15" INV: 1186.1

1201.4 1201.4 1201.4

INV 8":1200.0

TC 1203.13

BC 1203.13

TC 1203.13

BC 1203.13

79 LF OF 15" HDPE

CB-9 (2X2)

TG: 1202.5

INV N (6"):1199.5

INV E (8"):1199.5

INV 4":1200.0

INV 4":1200.0INV 4":1196.96

INV 6":1200.0

INV 6":1199.2

48 LF OF 8" HDPE

CB-8 (2X3)

TG: 1202.6

INV W (8"):1199.2

INV E (12"):1199.1

46 LF OF 12" HDPE

PROP.

ASPHALTPROP.CURB

(TYP.)

PROP. 4"

DOWNSPOUT

COLLECTOR

PROP.CURB

(TYP.)

PROP. CONCRETE

DEPRESSED

CURB (TYP.)

DEPRESSED

CURB (TYP.)

6" PVC DOWNSPOUT

COLLECTOR (TYP)

6" PVC DOWNSPOUT

COLLECTOR (TYP)

18.00'

10.00'

24.00'

10.00'

18.00'

CB-1 (3X3)

TG: 1193.7

INV W (15"):1186.6

INV NE (15"):1186.5

24 LF OF

15" HDPE

MREEDAZZLE, LLC

903 DIAMOND PARK

MEADVILLE, PA 16335

F.B. PG.

S.E. NO.

SHEET NUMBER:

DRAWN BY:SCALE:DATE:

TAX ID. NUMBER:

All drawings and written materials appearing hereon constitute original and unpublished work of David Laird Associates and may not be used or disclosed without prior written consent of David Laird Associates. The controlling instrument of service for these drawings is the hard copy retained by David Laird Associates.

BYREVISION DESCRIPTIONDATENO.

D LAVID AIRD ASSOCIATES,

complete surveying & land development services

1557 WEST 26 STREET ERIE, PA 16508

PHONE: (814) 456-0330 EMAIL: INFO@LAIRDSURVEY.NET

TH

C COPYRIGHT 2024

Inc.

24-32451

C-101

63517KJF1"=20'10-28-25

1601-025

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SERIAL NO. 20242621974

PA ONE CALL CAUTION

UTILITIES AND UNDERGROUND FACILITIES OR STRUCTURES SHOWN HEREON, HAVE BEEN

PLOTTED FROM FIELD MEASUREMENT AND FROM AVAILABLE RECORDS AND THEREFORE

THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE. THERE MAY BE OTHER

UNDERGROUND STRUCTURES OR UTILITIES WHICH ARE NOT KNOWN TO THE UNDERSIGNED.

THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN

HEREON ARE IN THE EXACT LOCATIONS INDICATED, ALTHOUGH HE DOES STATE THAT THEY

ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE

SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES

FOR DEMOLITION, CONSTRUCTION OR DESIGN PURPOSES, VERIFY ALL UTILITY LOCATIONS

AND SIZES WITH THE RESPECTIVE UTILITY OR AGENCY.

BM1

BM2

TOP OF A HYDRANT LOCATED AT THE NORTHEAST CORNER OF

THE INTERSECTION OF CANFIELD STREET & DALE AVENUE.

(AS SHOWN)

ELEV. = 1196.22

TOP OF A HYDRANT LOCATED AT THE NORTHEAST CORNER OF

THE INTERSECTION OF CANFIELD STREET & BOLARD AVENUE.

(AS SHOWN)

ELEV. = 1208.17

TOP OF A SPIKE IN THE SOUTH SIDE OF UTILITY POLE #65198

LOCATED ON THE SOUTH SIDE OF GORDON ALLEY, 120'± WEST OF

THE WEST LINE OF DALE AVENUE. (AS SHOWN)

ELEV. = 1190.82

ELEVATIONS SHOWN HEREON ARE BASED UPON THE PA 40 N NAVD

88 DATUM.

NOT TO SCALE

**BENCHMARKS SHOWN HEREON ARE TO BE USED AS A REFERENCE TO THE

ORIGINAL TOPOGRAPHICAL SURVEY ONLY. BEFORE ANY EARTHMOVING OR

CONSTRUCTION TAKE PLACE, ALL BENCHMARKS MUST BE FIELD VERIFIED

AND CONFIRMED AS CURRENTLY ACCURATE BY DAVID LAIRD ASSOCIATES.**

THE NATIONAL WETLANDS INVENTORY (NWI) MAP DOES NOT SHOW ANY WETLANDS ON SITE. HOWEVER, IT IS RECOMMENDED THAT A DETAILED WETLANDS STUDY BE PERFORMED BY A QUALIFIED ENVIRONMENTAL

PROFESSIONAL. DAVID LAIRD ASSOCIATES MAKES NO GUARANTEE THAT THE NWI MAPS ACCURATELY

DEPICT THE PRESENCE OF WETLANDS ON SITE.

BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 42039C0112D, WHICH BEARS AN EFFECTIVE DATE OF AUGUST 16, 2012.

BM3

R-2 MULTI-FAMILY RESIDENTIAL

(MULTI-FAMILY DWELLINGS, SEMI-DETACHED DWELLINGS AND

CONVERTED DWELLING HOUSES)

SETBACKS:

FRONT YARD = 20'

INTERIOR SIDE YARD SETBACK = 20' *

EXTERIOR SIDE YARD SETBACK = 15'

* PROVIDED THAT ONE INTERIOR SIDE SETBACK BE NO LESS THAN 10 FEET.

(FOR MORE INFORMATION REFER TO THE CAMBRIDGE

SPRINGS BOROUGH ZONING ORDINANCE)

SITESTEELE STREET

VENANGO AVENUE

G

RANT STREET

S. M

AIN

S

TR

EET

CANFIELD STREET

ROOT AVENUE

THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN

ABSTRACT OF TITLE AND IS SUBJECT TO ANY STATE OF FACTS THAT

MAY BE REVEALED BY AN EXAMINATION OF SUCH.

BEARINGS AS SHOWN HEREON ARE GRID NORTH FOR THE

PENNSYLVANIA STATE COORDINATE SYSTEM (NAD 1983) - PA NORTH.

DURING THE COURSE OF THE FIELD SURVEY THE SUBJECT

PROPERTY HAD CONSIDERABLE AMOUNTS OF DEBRIS ON SITE.

BECAUSE OF THE DEBRIS SOME GROUND FEATURES MAY NOT HAVE

BEEN VISIBLE DURING THE COURSE OF OUR WORK.

1 inch = ft.

GRAPHIC SCALE

20 20 40

1. " I __________________________ (OWNER / OWNER REPRESENTATIVE), ACKNOWLEDGE THAT THE STORMWATER BMP'S SHOWN ON THE ATTACHED PLAN ARE FIXTURES THAT CANNOT BE ALTERED OR REMOVED WITHOUT PRIOR APPROVAL BY THE THE CAMBRIDGE SPRINGS

BOROUGH."

2. " I __________________________ (DESIGN ENGINEER), HEREBY CERTIFY THAT THE STORMWATER MANAGEMENT PLAN MEETS ALL DESIGN STANDARDS AND CRITERIA OF THE THE CAMBRIDGE SPRINGS BOROUGH'S STORMWATER MANAGEMENT ORDINANCE."

3. " I __________________________ (MUNICIPAL OFFICIAL), HAVE REVIEWED THIS STORMWATER MANAGEMENT PLAN IN ACCORDANCE WITH THE DESIGN STANDARDS AND CRITERIA OF THE THE CAMBRIDGE SPRINGS BOROUGH'S STORMWATER MANAGEMENT ORDINANCE."

1. APPROVAL OF THE STORMWATER MANAGEMENT PLAN INCLUDES THE ACCEPTANCE BY THE OWNER OF ALL OPERATION AND MAINTENANCE(O&M) REQUIREMENTS SET FORTH BY THE THE CAMBRIDGE SPRINGS BOROUGH O&M AGREEMENT. THE OWNER SHALL CONDUCT ALL O&M PROCEDURES IN ACCORDANCE WITH THE EXECUTED

THE CAMBRIDGE SPRINGS BOROUGH O&M AGREEMENT.

2. THE CAMBRIDGE SPRINGS BOROUGH REQUIRES THAT AS-BUILT RECORD DRAWINGS BE PROVIDED FOR ALL STORMWATER FACILITIES PRIOR TO OCCUPANCY, OR THE

RELEASE OF THE SURETY BOND.

3. THE CAMBRIDGE SPRINGS BOROUGH OR THEIR DESIGNEE SHALL HAVE 20' WIDE ACCESS EASEMENT TO AND AROUND ALL STORMWATER MANAGEMENT FACILITIES VIA

THE NEAREST PUBLIC RIGHT-OF-WAY.

1. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES.

THE CONTRACTOR SHALL NOTIFY PENNSYLVANIA ONE CALL AT 1-800-242-1776. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES SHOWN ARE APPROXIMATE AND THOSE SHOWN ARE NOT NECESSARILY ALL OF THE EXISTING UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT

LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL UTILITY WORK IN COMPLIANCE TO ALL

APPLICABLE LOCAL AND STATE CODES AND REGULATIONS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE INSTALLATION, INSPECTING, TESTING

AND FINAL ACCEPTANCE OF ALL PROPOSED UTILITY CONSTRUCTION.

4. SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY DAVID LAIRD ASSOC., AND MEET OR EXCEED THE CURRENT REQUIREMENTS, ORDINANCES AND LAWS OF FEDERAL, STATE, COUNTY AND LOCAL AGENCIES.

5. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54).

FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATES, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF THE BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS MADE AN ACTUAL SITE INSPECTION AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF

THE SITE.

7. ALL EXISTING TREES, VEGETATION, PAVEMENT, CONCRETE FOUNDATIONS, STRUCTURES AND ORGANIC TOPSOIL SHALL

BE STRIPPED AND REMOVED FROM NEW CONSTRUCTION AREA UNLESS NOTED OTHERWISE.

8. ALL AREAS NOT PAVED SHALL BE SEEDED, FERTILIZED, AND MULCHED UNLESS NOTED OTHERWISE.

9. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY AND AUTHORITIES ON THE REMOVAL

AND/OR RELOCATION OF UTILITIES.

10. ALL ADA ACCESS ROUTES TO BE DETERMINED BY THE ARCHITECT AND SHALL MEET THE MOST CURRENT ADA

SPECIFICATIONS.

11. THE CONTRACTOR/DEVELOPER IS TO ENSURE ALL ADA REGULATIONS ARE MET IN REFERENCE TO SITE ACCESSIBILITY.

12. ALL CONSTRUCTION, UNLESS SPECIFICALLY AMENDED ON THIS DRAWING, SHALL BE COMPLETED TO THE CAMBRIDGE

SPRINGS BOROUGH CONSTRUCTION AND MATERIAL SPECIFICATIONS.

13. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE CODES AND THE SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY AND/OR AUTHORITY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE WATER AND SEWER AUTHORITY TO ASCERTAIN THE REQUIREMENTS FOR BEDDING AND BACKFILLING OF THE UTILITIES. ALL SANITARY SEWER WORK SHALL BE DONE IN CONFORMANCE WITH THE THE CAMBRIDGE SPRINGS BOROUGH SEWER RULES AND REGULATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER PERFORMED BY THE

CONTRACTOR OR NOT.

14. ALL SIZES, TYPE AND EXACT LOCATION OF WATER AND SEWER CONNECTIONS TO BE VERIFIED WITH DEVELOPER AT THE TIME OF CONSTRUCTION. CONNECTIONS ARE TO BE DETERMINED BY THE ARCHITECT AND THE PROPER UTILITY

PROVIDER AND THE CAMBRIDGE SPRINGS BOROUGH.

15. ALL SIZES, TYPE AND EXACT LOCATION OF GAS LINE CONNECTIONS TO BE VERIFIED WITH DEVELOPER AND NFG AT THE

TIME OF CONSTRUCTION.

16. SEE EROSION & SEDIMENT CONTROL PLAN FOR EROSION CONTROL WORK TO BE COMPLETED BEFORE STARTING ANY

SITE WORK.

17. SEE ELECTRICAL PLAN, BY OTHERS, FOR ALL SITE LIGHTING.

18. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS, BY OTHERS, FOR ALL BUILDING LAYOUT AND UTILITY

CONNECTIONS INFORMATION.

19. SEE ARCHITECTURAL DRAWINGS FOR SANITARY SEWER DETAILS AND SPECIFICATIONS.

20. SEE ARCHITECTURAL DRAWINGS FOR TELEPHONE/DATA CONNECTION LOCATIONS.

21. SUMP AND DOWNSPOUT DISCHARGES ARE NOT TO BE ROUTED TO SANITARY SEWERS, ROAD SURFACES OR

UNDERDRAINS.

22. SUMP AND DOWNSPOUT DISCHARGES ARE TO BE ROUTED TO PROPOSED STORM SEWER SYSTEM AS SHOWN ON THE

APPROVED PLANS.

23. DOWNSPOUT LOCATIONS ARE GENERAL AND MAY NEED TO BE ADJUSTED ACCORDING TO DESIGN OF BUILDING. (REFER

TO ARCHITECTURAL PLANS)

24. THE PROPOSED STORM SEWER PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) PIPE (ADS N-12 PIPE) OR MEGA

GREEN. PVC PIPE MAY BE USED FOR THE DOWNSPOUT COLLECTORS.

25. REGISTERED SURVEYOR IS TO FIELD ESTABLISH PROPOSED LOCATION AND ELEVATIONS OF ALL UTILITIES AND IMPROVEMENTS. DAVID LAIRD ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE LOCATION OR ELEVATION OF ANY SITE IMPROVEMENTS THAT ARE NOT FIELD ESTABLISHED BY DAVID LAIRD ASSOCIATES AT THE TIME OF CONSTRUCTION.

THE CONTRACTOR/DEVELOPER ARE RESPONSBILE FOR CONTACTING DAVID LAIRD ASSOCIATES FOR SITE INSPECTIONS IN

CONNECTION WITH BMP'S.

26. SEE ADDITIONAL PLAN SHEETS AND ASSOCIATED REPORTS FOR MORE DETAILED INFORMATION.

27. THE OWNER / CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE FACILITIES AND PROPERTY ARE BUILT, MAINTAINED, AND OPERATED IN COMPLIANCE WITH ALL APPLICABLE BARRIER-FREE DESIGN OR ACCESSIBILITY REQUIREMENTS, INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADA), THE 1991 AND/OR 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ANY NATIONAL, PROVINCIAL, STATE, OR LOCAL ACCESSIBILITY LAWS OR REQUIREMENTS.

28. PLEASE NOTE THAT THE CONTRACTOR IS CAUTIONED THAT THESE PLANS REPRESENT THE SITE INFORMATION AVAILABLE BASED UPON A FIELD SURVEY AND AVAILABLE RECORDS OBTAINED FROM UTILITY PROVIDERS. MANY OF THE UTILITIES SHOWN HEREON ARE BELOW GROUND AND AT UNKNOWN ELEVATIONS. THE CONTRACTOR MUST BE DILIGENT IN UNCOVERING ALL EXISTING UTILITIES BEFORE CONSTRUCTION TO DETERMINE IF POTENTIAL CONFLICTS EXIST AND

BRING THEM TO THE ATTENTION OF THE PROJECT ARCHITECT & ENGINEERS.

GENERAL NOTES FOR STAGES OF CONSTRUCTION:

NOTE 1: THE OWNER AND/OR THEIR REPRESENTATIVE ARE REQUIRED TO CONTACT DAVID LAIRD ASSOCIATES (DLA) 5 DAYS PREVIOUS TO THE WORK ACTUALLY BEING DONE ON SITE. THIS IS REQUIRED SINCE THE DESIGN PROFESSIONAL IS NOW RESPONSIBLE FOR APPROVING MAJOR BMP'S ON SITE. PLEASE CALL THE CCCD (814)-763-5269 OR DLA (456-0330) WITH ANY QUESTIONS.

NOTE 2: MAINTENANCE OF INLET SEDIMENT FILTERS- INLET FILTER BAGS SHOULD BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT; FILTER BAGS SHOULD BE CLEANED AND/OR REPLACED WHEN THE FILTER IS ½ FULL; DAMAGED INLET FILTERS WILL BE

REPLACED; NEEDED REPAIRS MUST BE INITIATED IMMEDIATELY AFTER INSPECTION.

NOTE 3: FILTER BAGS SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS; FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME ½ FULL; A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY FOR DISPOSAL PURPOSES IS REQUIRED; BAGS SHALL BE LOCATED IN WELL-VEGETATED AREAS DOWNSLOPE OF DISTURBED AREAS. REFER TO STANDARD CONSTRUCTION DETAIL #3-16 IN THE APPENDIX OF THIS PLAN FOR ADDITIONAL CONSTRUCTION AND MAINTENANCE CRITERIA. FILTER BAGS ARE TO BE RELOCATED ALONG THE TRENCHES AS WORK IN THESE AREAS PROGRESSES. THE LOCATION OF THE FILTER BAGS ON THE CONTRACT DRAWINGS ARE FOR DEPICTION OF THEIR USE AND NOT TO BE CONSTRUED AS FIXED LOCATIONS FOR THE ENTIRE PROJECT.

NOTE 4: FROZEN AND EXCESSIVELY WET SOIL WILL NOT BE PERMITTED IN FILL AREAS.

NOTE 5: TEMPORARY AND PERMANENT SEEDING IS NOT PERMITTED DURING THE FOLLOWING TIMES. OCTOBER 15TH TO MARCH 15TH AND JUNE 1ST TO AUGUST 1ST. DURING THESE PERIODS, DISTURBED AREAS WILL BE MULCHED IN ACCORDANCE WITH PENNDOT PUB 408, SECTION 805 AND STANDARD WORKSHEET NO. 7.

NOTE 6: STOCKPILE AREAS ARE TO BE DETERMINED BY THE CONTRACTOR, THOSE SHOWN ARE SUGGESTED LOCATIONS. WHEN STOCKPILES ARE USED A SIX INCH BIO-SOCK SHALL BE PLACED AROUND THE PERIMETER. IF THE STOCKPILE IS TOPSOIL AND IS NOT TO BE

DISTURBED FOR 20 DAYS, IT SHALL BE SEEDED AND STABILIZED.

STAGE 1 - THE COMPOST FILTER SOCK (CFS-1) WILL BE INSTALLED IN ACCORDANCE WITH STANDARD WORKSHEET NO. 1 INCLUDED IN THE E&S PLAN NARRATIVE. NOTE: ALL COMPOST FILTER SOCKS SHALL BE INSPECTED EVERY DAY REGARDLESS OF ANY STORM EVENT. THE ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AS SHOWN ON THE E&S PLAN (C-102) DRAWING IN ACCORDANCE WITH THE DEP STANDARD CONSTRUCTION DETAIL #3-1 INCLUDED IN THE E&S

PLAN NARRATIVE. THE CONTRACTOR MAY MOBILIZE EQUIPMENT AND TRAILERS AT THIS TIME.

STAGE 2 - UPON SATISFACTORY COMPLETION OF STAGE 1 WORK, ON-SITE TOPSOIL, AS NECESSARY, SHALL BE STOCKPILED OR REMOVED FROM SITE. A 12” MINIMUM COMPOST FILTER SOCK SHALL BE INSTALLED (IN ACCORDANCE WITH STANDARD WORKSHEET #1 INCLUDED IN THE E&S PLAN NARRATIVE) AROUND THE PERIMETER OF STOCKPILE AREAS.

STAGE 3 - UPON SATISFACTORY COMPLETION OF STAGE 2 WORK, EXCAVATION, FILLING / GRADING MAY BEGIN.

INSTALLATION OF THE PROPOSED STORMWATER CONVEYANCE PIPING MAYBE COMPLETED. TRENCHES ARE TO BE BACKFILLED AND INLET FILTERS ARE TO BE INSTALLED IN CATCH BASINS AS SOON AS POSSIBLE.

THE USE OF FILTER BAGS TO DRAIN STORMWATER / GROUNDWATER IN OPEN (EXPOSED) PIPE TRENCHES WILL BE UTILIZED IN ACCORDANCE WITH DEP STANDARD CONSTRUCTION DETAIL #3-16 INCLUDED IN THE E&S PLAN NARRATIVE (SEE GENERAL NOTE 3). ALL SEDIMENT CONTROL DEVICES WILL BE INSTALLED IN INLETS ASSOCIATED WITH THE CONSTRUCTION OF THE DEVELOPMENT IN ACCORDANCE WITH DEP STANDARD CONSTRUCTION DETAIL #4-15 & 4-16 INCLUDED IN THE E&S PLAN NARRATIVE (SEE GENERAL NOTE 2). WHERE PERMANENT SEEDING IS NOT TO BE USED IMMEDIATELY AFTER GRADING, EACH WORK WEEK'S CONSTRUCTION WILL BE TEMPORARILY MULCHED (WHERE APPLICABLE) IN ACCORDANCE WITH STANDARD WORKSHEET #7 INCLUDED IN THE E&S PLAN NARRATIVE. ALL EXISTING

EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED.

STAGE 4 - UPON SATISFACTORY COMPLETION OF STAGE 3 WORK, FINAL GRADING,PAVING, SIDEWALKS, AND SPREADING OF TOPSOIL SHALL BE COMPLETED. PERMANENT SEEDING AND MULCH WILL BE PLACED IN ALL DISTURBED AREAS WHICH HAVE NOT BEEN DEVELOPED. THE LICENSED PROFESSIONAL FOR THIS PROJECT OR THEIR DESIGNEE SHALL BE ON SITE

TO CONFIRM ADEQUATE STABILIZATION HAS TAKEN PLACE.

STAGE 5 - UPON COMPLETION OF STAGE 4 WORK AND WHEN A UNIFORM 70% OF PERENNIAL VEGETATIVE COVER HAS BEEN ESTABLISHED IN THE DISTURBED AREAS, ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES WILL BE REMOVED. AREAS DISTURBED BY THE REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES WILL BE STABILIZED WITH

PERMANENT SEEDING AND MULCHING.

STAGE 6 - UPON COMPLETION OF STAGE 5 WORK, THE OWNER SHOULD CONTACT THE LOCAL CONSERVATION DISTRICT OR PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) TO TERMINATE ANY PERMITS NECESSARY FOR THE

CONSTRUCTION OF THE FACILITY.

= PROP. STORM

= CATCH BASIN

= WATER LINE

= GAS LINE

= UTILITY POLE

= OVERHEAD WIRES

SS SS SS

W W W

G G G

OHW OHW OHW

AV = AIR VENT

ISP = IRON SURVEY POINT = GAS RISER

= TREEB = BOLLARDS = SANITARY MANHOLE

= STORM SEWER

IP = IRON PIN

GR

= GAS METERGM= MAIL BOXMB

= ELECTRIC METEREM = FENCE POSTFP

= GAS WELLGW

= LIGHT POLE

DS = DOWN SPOUTS

= STORM INLET

= LIMIT OF DISTURBANCE

820 = CONTOUR LINE

= PROPERTY LINE

LOD

1 4-6-26 REVISED STORM PER RLG REQUEST SEK

2 5-13-26 REVISED UTILITIES PER RLG REQUEST SEK

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AutoCAD SHX Text 1199.60

AutoCAD SHX Text 1200.02

AutoCAD SHX Text 1196.23

AutoCAD SHX Text 1195.48

AutoCAD SHX Text 1194.93

AutoCAD SHX Text 1197.43

AutoCAD SHX Text 1198.81

AutoCAD SHX Text 1198.83

AutoCAD SHX Text 1199.63

AutoCAD SHX Text 1199.22

AutoCAD SHX Text 1198.42

AutoCAD SHX Text 1196.13

AutoCAD SHX Text 1197.62

AutoCAD SHX Text 1199.86

AutoCAD SHX Text 1202.19

AutoCAD SHX Text 1202.04

AutoCAD SHX Text 1201.44

AutoCAD SHX Text 1201.24

AutoCAD SHX Text 1200.07

AutoCAD SHX Text 1200.91

AutoCAD SHX Text 1200.42

AutoCAD SHX Text 1200.89

AutoCAD SHX Text 1201.01

AutoCAD SHX Text 1201.42

AutoCAD SHX Text 1205.72

AutoCAD SHX Text 1204.59

AutoCAD SHX Text 1203.59

AutoCAD SHX Text 1202.71

AutoCAD SHX Text 1201.61

AutoCAD SHX Text 1201.51

AutoCAD SHX Text 1201.34

AutoCAD SHX Text 1200.29

AutoCAD SHX Text 1200.05

AutoCAD SHX Text 1198.60

AutoCAD SHX Text 1197.80

AutoCAD SHX Text 1196.79

AutoCAD SHX Text 1199.26

AutoCAD SHX Text 1200.11

AutoCAD SHX Text 1200.76

AutoCAD SHX Text 1200.79

AutoCAD SHX Text 1183.70

AutoCAD SHX Text 1183.28

AutoCAD SHX Text 1181.85

AutoCAD SHX Text 1183.01

AutoCAD SHX Text 1184.77

AutoCAD SHX Text 1186.52

AutoCAD SHX Text 1186.84

AutoCAD SHX Text 1186.00

AutoCAD SHX Text 1185.73

AutoCAD SHX Text 1198.82

AutoCAD SHX Text 1197.15

AutoCAD SHX Text 1194.61

AutoCAD SHX Text 1191.03

AutoCAD SHX Text 1188.95

AutoCAD SHX Text 1186.89

AutoCAD SHX Text 1195.89

AutoCAD SHX Text 1195.98

AutoCAD SHX Text 1196.93

AutoCAD SHX Text 1197.09

AutoCAD SHX Text 1197.76

AutoCAD SHX Text 1198.25

AutoCAD SHX Text 1200.28

AutoCAD SHX Text 1200.80

AutoCAD SHX Text…

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