J3 Project Plans.pdf

PDF 23 MB Posted Aug 17, 2022

Attached to: Allegheny National Forest - Irwin Run Canoe Boat Launch Reconstruction
Solicitation number: 12445522R0018
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for reconstruction of the Allegheny National Forest - Irwin Run Canoe Boat Launch. The solicitation number is 12445522R0018 and was issued by the Department of Agriculture Forest Service on August 17, 2022 for full proposal submissions. The opportunity involves reconstructing the canoe and boat launch facilities at Irwin Run within the Allegheny National Forest. Responses are due by the date specified in the full solicitation package. The work will involve rebuilding components of the launch area and replacing associated infrastructure to improve accessibility and usability of the site.

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FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

IRWIN RUN CANOE LAUNCH

AT THE INTERSECTION OF BROAD STREET AND MAIN/PA 948 IN RIDGEWAY, PA, TRAVEL WEST ON MAIN

STREET FOR 1.12 MILES. MAIN STREET BECOMES LAUREL MILL RD/SR 3002 FOR 0.30 MI. LEFT ON

LAUREL MILL RD/SR 3002 FOR 1.44 MI. LAUREL MILL RD BECOMES SPRING CREEK RD. CONTINUE ON

SPRING CREEK ROAD FOR APPROXIMATELY 6.5 MILES UNTIL THE INTERSECTION OF IRWIN RUN ROAD

AND HALLTON RIDGEWAY RD. THE PARKING AREA FOR IRWIN RUN CANOE LAUNCH IS ON THE LEFT.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR

DATE

7/8 /22

2 M

W N

W N\

\IR

'S \R

\IR

.D W

STATE OF PENNSYLVANIA

ELK COUNTY

(R-9) EASTERN REGION

ALLEGHENY NATIONAL FOREST

MARIENVILLE RANGER DISTRICT

INDEX OF SHEETS

SHEET TABLEDIT DATE

1 COVERSHEET

2 G-02 NOTES

3 C-01 EXISTING CONDITIONS

4 C-02 DEMOLITION PLAN

5 C-03 GEOMETRIC ALIGNMENT PLAN

6 C-04 HORIZONTAL ALIGNMENT REPORTS

7 C-05 SITE PLAN

8 C-06 GRADING PLAN & C-06a ENLARGED PLAN

C-07 ALIGNMENT PROFILES A, B, & ACCESSIBLE PATH

10 C-08 ACCESSIBLE PATH CROSS-SECTIONS

11 C-09 PARKING LOTS A & B CROSS-SECTIONS

12 C-10 EROSION CONTROL DETAILS

13 C-11 DRAINAGE DETAILS

14 C-12 LAUNCH DETAILS

15 C-13 SITE DETAILS

16 C-14 SITE DETAILS CONTINUED & PUMP WATER FILTER BAG

17 C-15 SITE DETAILS INLET PROTECTION

C-16 CXT OR EQUAL FLOOR PLANS (FOR REFERENCE ONLY)

C-17 CXT OR EQUAL ELEVATIONS (FOR REFERENCE ONLY)

ARCHIVE # 091902-RDR2022-G0001

1. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL

EXISTING SITE CONDITIONS PRIOR TO THE START OF

WORK.

2. CONTRACTOR SHALL OBTAIN ALL NECESSARY

APPROVALS & PERMITS PRIOR TO BEGINNING WORK.

3. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO

CONSTRUCTION. COR SHALL BE NOTIFIED OF ANY

DISCREPANCIES. FIELD ADJUSTMENTS MUST BE

APPROVED BY THECOR PRIOR TO CONSTRUCTION.

4. ALL LINES & DIMENSIONS ARE PARALLEL OR

PERPENDICULAR TO THE LINES FROM WHICH THEY

ARE MEASURED UNLESS OTHERWISE INDICATED.

5. STORAGE AREA FOR CONTRACTOR'S EQUIPMENT &

MATERIAL SHALL BE WITHIN THE LIMITS OF

CONSTRUCTION.

6. SITE WILL BE CLOSED TO THE PUBLIC DURING

CONSTRUCTION.

7. ALL EXISTING UTILITIES ARE SHOWN IN THEIR

RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE

FOR VERIFYING THE VERTICAL & HORIZONTAL

POSITION OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

8. AT ALL LOCATIONS WHERE EXISTING CONCRETE

PAVEMENT OR ASPHALT PAVEMENT ABUT NEW

CONSTRUCTION, THE EDGE OF EXISTING PAVEMENT

SHALL BE CUT TO A CLEAN EDGE W/

A FLUSH TRANSITION.

9. CONTRACTOR IS RESPONSIBLE TO REPAIR OR

REPLACE ALL ITEMS DAMAGED OUTSIDE OF THE

CONSTRUCTION LIMITS, OR ANY DISTURBANCE ON

THE SITE WHICH IS NOT PART OF THE IDENTIFIED

WORK CONTRACT.

10. BLEND ALL WORK OF THIS CONTRACT SMOOTHLY

INTO EXISTING CONDITIONS AT THE CONSTRUCTION

LIMITS.

11. CONTRACTOR SHALL MAINTAIN PROPER SIGNS,

BARRICADES, & FENCES TO PROPERLY PROTECT THE

WORK, EQUIPMENT, PERSONS, & PROPERTY FROM

DAMAGE.

12. MANUFACTURED ITEMS SHALL BE INSTALLED,

CONNECTED, & CLEANED ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

13. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL

REMOVE ALL DEBRIS & EXCESS MATERIALS FROM

SITE; ALSO, ANY DAMAGE TO FIELD OR FACTORY

APPLIED FINISHES SHALL BE REPAIRED.

MAXIMUM WALKWAY SLOPE SHALL NOT EXCEED 5%

ACCESSIBLE PARKING SPACES SHALL BE AS SHOWN ON

PLANS

ACCESSIBLE ROUTES MUST BE IN THE SAME AREA AS THE

GENERAL CIRCULATION PATH

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/8 /22

9 M

W N

W N\

\IR

'S \R

\IR

W G;

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

GENERAL NOTES

07/05/2022 091902-RDR2022-0003D-G0002

M.BROWN

A.LESHER

G-02 2 19

1. THE LOCATION OF UNDERGROUND UTILITIES (IF

ANY) SHOWN ON THE PLANS ARE FOR

INFORMATION ONLY, & ALL UTILITIES MAY NOT BE

SHOWN. THE CONTRACTOR SHALL CONTACT THE

PROPER LOCAL AUTHORITIES OR RESPECTIVE

UTILITY COMPANY HAVING JURISDICTION TO

CONFIRM THE LOCATION OF ALL EXISTING

UTILITIES BEFORE COMMENCING WORK. ANY

COSTS INCURRED BY THE CONTRACTOR DUE TO

FAILURE TO CONTACT THE PROPER AUTHORITIES

SHALL BECOME THE RESPONSIBILITY OF THE

CONTRACTOR.

2. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN

THE FIELD & REPORT ANY DISCREPANCIES

BETWEEN PLANS & ACTUAL CONDITIONS TO THE

COR.

3. CONTRACTOR SHALL VERIFY PROPOSED GRADES

PRIOR TO CONSTRUCTION & REPORT ANY

DISCREPANCIES TO THE COR.

4. ALL POINTS OF CONSTRUCTION EGRESS OR

INGRESS SHALL BE MAINTAINED TO PREVENT

TRACKING OR FLOWING OF SEDIMENT OR DEBRIS

ONTO PUBLIC ROADS.

5. SEDIMENT FILTER SOCK SHALL BE INSTALLED

APPROXIMATELY 5'TO 10' WITHIN THE

CONSTRUCTION LIMITS, AS APPROVED BY THE

C.O.R. SEE DETAILS SHEET C-10 .

6. CONTRACTOR SHALL STRIP & STOCKPILE EXISTING

TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING

BEFORE COMMENCING EXCAVATION & GRADING

OPERATIONS. LOAM OR TOPSOIL SHALL NOT BE

REMOVED FROM SITE. ANY EXCESS OF LOAM

ENCOUNTERED WILL BE USED ON-SITE IN AREAS

DESIGNATED BY THE C.O.R.

7. CONTRACTOR SHALL BLEND ALL NEW EARTHWORK

INTO EXISTING GRADES AT LIMITS OF GRADING

WORK. PROVIDE SMOOTH, ROUNDED TRANSITIONS

AT ALL TOP& BOTTOM OF SLOPES.

8. PITCH EVENLY BETWEEN SPOT GRADES. ALL

PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM

SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. ANY

DISCREPANCIES NOT ALLOWING THIS TO OCCUR

SHALL BE REPORTED TO THE C.O.R. PRIOR TO

CONTINUING WORK.

9. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS

DISTURBED SHALL BE RESTORED TO ITS ORIGINAL

CONDITION AT NO COST TO THE USFS.

10. EXCAVATION REQUIRED WITHIN 3 FEET OF

EXISTING UTILITY LINES SHALL BE DONE BY HAND;

DO NOT EXCAVATE SOIL W/ MACHINERY.

CONTRACTOR SHALL REPAIR ANY DAMAGE TO

EXISTING UTILITY LINES OR STRUCTURES

INCURRED DURING CONSTRUCTION OPERATIONS

AT NO ADDITIONAL COST TO THE

USFS.

11. EXCESS CUT SUITABLE FOR SELECT BORROW (BID

ITEM #20407) SHALL BE CONSERVED AND USED AS

FILL OR SUB-BASE PAVING IN AREAS WHERE

MATERIAL IS NEEDED.

12. CONTRACTOR SHALL NOTIFY COR WHEN ROUGH

GRADING IS COMPLETE. FINISH GRADES SHALL BE

ADJUSTED INFIELD, WHEN NECESSARY, BY

APPROVAL OF THE COR.

13. GRADING SHALL INCLUDE UTILITY EXCAVATION &

STOCKPILING OF ANY ORGANIC TOPSOIL & ANY

SUITABLE MATERIALS ABOVE THE FINISHED

ELEVATIONS SHOWN ON THE DRAWINGS. THESE

MATERIALS TO BE STOCKPILED SEPARATELY &

PROTECTED FROM EROSION.

14. WHEN EXCAVATING & FILLING IN TREE AREAS, USE

EXTREME CAUTION TO PROTECT ROOT SYSTEMS

OF TREES NOT INDICATED TO BE REMOVED. IF,

IN ORDER TO PERFORM EXCAVATION WORK, IT

BECOMES NECESSARY TO CUT ROOTS OF PLANTS

TO BE SAVED, SUCH ROOTS SHOULD BE CUT

NEATLY.

15. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR

SHALL REMOVE ALL DEBRIS & EXCESS MATERIALS

FROM SITE.

16. DURING GRADING OPERATIONS, DRAINAGE OF THE

SITE & ADJACENT AREAS SHALL BE MAINTAINED

CONTINUOUSLY TO PREVENT EROSION OR OTHER

DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT

DRAINAGE OR OTHER EXISTING UTILITIES, PROVIDE

TEMPORARY FACILITIES UNTIL PERMANENT WORK

IS COMPLETED.

17. THE COLOR OF STONE FOR RIPRAP SHALL BE

EITHER EARTH TONES OR MEDIUM TO DARK GRAY

AND SHALL BE APPROVED BY THE C.O.R. PRIOR TO

PLACEMENT. WHITE STONE IS NOT ACCEPTABLE.

1. ALL SOIL MOVING EQUIPMENT SHALL BE

THOROUGHLY CLEANED TO MAKE IT FREE OF SOIL,

NON-NATIVE INVASIVE SPECIES OR OTHER DEBRIS

THAT COULD CONTAIN OR HOLD SEEDS PRIOR TO

BEING DELIVERED TO PROJECT SITE. EQUIPMENT

SHALL BE CONSIDERED FREE OF NON-NATIVE OR

INVASIVE SPECIES AND OTHER SUCH DEBRIS

WHEN A VISUAL INSPECTION BY THE C.O.R.,

COMPLETED PRIOR TO THE EQUIPMENT BEING

MOVED TO THE SITE DOES NOT DISCLOSE

MATERIAL PRESENT. A CURRENT LIST OF

NON-NATIVE INVASIVE SPECIES OF CONCERN TO

THE USFS IS AVAILABLE AT THE ALLEGHENY

NATIONAL FOREST SUPERVISOR'S OFFICE

FOREST, 4 FARM COLONY DRIVE, WARREN, PA

16365

2. PRIOR TO COMMENCING EARTHWORK

OPERATIONS, ALL EXISTING ROADWAYS, DRIVES,

STRUCTURES, TOPSOIL, EXISTING TREES

(INCLUDING THEIR ENTIRE ROOT MASS),

VEGETATION, & OTHER MISC. MATERIALS SHALL BE

COMPLETELY REMOVED FROM BENEATH THE

PROPOSED ENTRANCE DRIVE, PARKING AREAS,

LOADING & UNLOADING AREA, AND PATHS.

3. AFTER THE PROPOSED SUBGRADE SOIL HAS BEEN

EXPOSED & PRIOR TO THE PLACEMENT OF ANY

NEW FILL TO ATTAIN THE DESIRED SUBGRADE

ELEVATION, THE EXPOSED SUBGRADE SHALL BE

PROOFROLLED IN ACCORDANCE WITH THE

PENNDOT CONSTRUCTION & MATERIAL

SPECIFICATIONS, SEE THE PENNDOT

CONSTRUCTION INSPECTION MANUAL OF

PROCEDURES.

4. IF SOFT, WET, OR WEAK SOILS ARE FOUND,

CONTACT THE C.O.R. IMMEDIATELY FOR PROPOSED

REMEDIATION.

5. MINIMIZE CONSTRUCTION TRAFFIC ONCE THE

REQUIRED SUBSURFACE ELEVATIONS HAVE BEEN

ATTAINED.

6. IF SIGNIFICANT SUBGRADE DISTRESS IS EVIDENT

DURING PROOFROLLING OPERATIONS AT THE SITE

ENTRY AND EXIT ROAD, CONTACT THE C.O.R.

IMMEDIATELY FOR PROPOSED REMEDIATION.

7. NEW FILL SHOULD CONSIST OF CLEAN, INORGANIC

SOIL FREE OF ANY MISC. MATERIALS, COBBLES, &

BOULDERS AND SHOULD BE PLACED IN UNIFORM,

THIN LIFTS (MAXIMUM 8-INCH THICK) &

COMPACTED.

AutoCAD SHX Text

GENERAL LAYOUT NOTES:

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ARCHITECTURAL BARRIERS ACT

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ACCESSIBILITY STANDARDS (ABAAG)

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GENERAL PLANTING NOTES

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SEED MIX

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GRADING NOTES:

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EARTHWORK:

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PLANTING INSTALLATION NOTES

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1. STAKE LOCATION OF ALL TREES FOR APPROVAL BY THE USFS PRIOR STAKE LOCATION OF ALL TREES FOR APPROVAL BY THE USFS PRIOR TO THE COMMENCEMENT OF PLANTING. 2. LOCATION OF TREE PLANTINGS FOR GENERAL INFORMATION ONLY; LOCATION OF TREE PLANTINGS FOR GENERAL INFORMATION ONLY; CONTRACTOR SHALL PLACE TREES IN LOCATIONS AS INDICATED BY THE USFS REPRESENTATIVE; 3. SEED MIXTURE FOR DISTURBED AREAS AND SLOPES SHALL BE NATIVE WARM SEASON GRASS MIX FROM ERNST CONSERVATION SEEDS, OR APPROVED EQUAL BY COR. APPROVED EQUAL BY COR. 4. SEED FROM OCTOBER TO MAY IN FULL SUN AND WELL DRAINED SOILS.

AutoCAD SHX Text

CANOE LAUNCH ILLUSTRATION SEE SHEET C-11 FOR DETAILS & SITE PLAN SHEET C-05

N s t o n e s t a i r s s t o a i r s d i r p a t h t r a i l t r a i l

42" Sycamore p l a n t e r p l a n t e r

36" red oak

Triple stem white pine

24" twin stem maple

22" Yellow Birch

19" Yellow Birch

36" Yellow

Birch

44" Red Oak

34" Red Oak

30" Maple

29"

Black cherry

24" Red oak

14" Maple

25" Red Oak

14" Hemlock

25" Red Oak

23" White Pine

22" Maple

35" Red Oak

15"

White

Pine

26" Red Oak

17" White Pine

16" Yellow Birch

32" Twin Yellow Birch

24" Red Oak

25" Maple

17"

Red

Maple

17" Red Oak no parking sign no parking sign

Irwin Run

Boat Launch sign

No parking sign

Handicapp parking sign

Irwin Run

Boat Launch sign c h e v r o n s i g n chevron sign chevron sign chevron sign

S R s i g n historical sign no camping sign post r e b a r

United States Department of

Agriculture

Allegheny National Forest Service

4 Farm Colony Drive, Warren, PA

16365

Irwin Run Boat Launch, S.R. 3002

Within United States Tract 30a

Spring Creek Township, Elk County, Commonwealth of Pennsylvania

Scale: 1" = 10'

Survey dated: November 17, 2016

I, Joseph A. McGraw, certify that I am a Registered Professional Land

Surveyor in the Commonwealth of

Pennsylvania. I further certify that this plan is true and correct and represents a survey completed by me and that all monuments and markers shown hereon are located and installed as shown and are in accordance with applicable state laws and USDA Forest Service land surveying specifications.

Signature:

Note: The date shown on this plat is the date of the completion of the survey field work.

Only significanly large trees were located and shown on this map.

Joseph A. McGraw, PA & NY PLS

PA PLS #

SU075375

p a v d h o u l d e r

T y p e

G u i d e r a i l

T y p e i d e r a i l

P a r k i g e a

R a p p r o x i m a l o w t m r k

A f t

S T

.0 o

/s l e f t

S T

.0 o

/s l e f t

S T

.0 o

/s l e f t

T f t

T f t c o n c r e t e p a d o ld r o a d g ra d e t r a i l gravel entry g r a v e l p a r k i n g l o t g r a v e l p a r k i t w o b i d g e g u y w i r e tr a il

IRWIN RUN

BOAT

LAUNCH

D O

E B

A R outlet

1270.4' inlet 1275.3'

P o r m

C o c l v e r t o u t l e t o r m catch basin grate: 1283.0' outlet: 1276.4'

(50' wide right-of-way)

F o r m e r y

B e n c h m a r k d i s k

S k u n c k g

Y t f s t o t a i n i l l l a r g e s t o n e l a r g e s t o n e s l a r g e s t o n e s l a r o n e s s t o n e s t o n e s t o n e s t o n e s t o n e t o i l e t b u i l d i n g a p p r o x i m a n t e r l i i l r o a d e

F o r m e r

P i t t s b u r g

S h a w m r t h e i l r o a d

F o r m i t t s b u r a w m r t h e i l r o a d s t o a i n a e a s t o a i n a e a s o u t h e r p a v e m e n t n o r t h e r p a v e m e n t c e n t e r l i n e sanitary manhole

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 5/2

2 0 9:

N C:

\IR

W G;

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

EXISTING CONDITIONS

07/05/2022 091902-RDR2022-0003D-C1003

M.BROWN

A.LESHER

C-01 3 19

42" Sycamore

DOT REBAR

1287.66

451577.726/1651546.342

E s t o a i r s s t o a i r s d i t h t r a i l t r a i l

1/4" rebar

1278.35

451534.573/1651445.706

1279.49

451653.641/1651468.856

1302.58

451654.023/1651639.806

1279.14

451589.137/1651495.662

1279.70

451624.464/1651440.887

1279.50

451595.850/1651478.574

1299.57

451669.420/1651630.616

1275.3

1277.10

451505.561/1651530.045

DOT

REBAR

1287.66

451577.726/1651546.342

1287.11

451405.034/1651656.050 o u t l e t inlet 1275.3' o r m o l v e r t o u t l e t o r m c a t s i n g r a t e o u t l e t

(5 0' wide rig ht

-o f-w ay)

F o r m e r

Benchmark disk

S u n c k g

Y t s t o t a i n i l l l a r g e s t o n e l a r g e s t o n e s l a r o n e s l a r o n e s s t o n e s t o n e s t o n e s t o n e s t o n e t o i l e t b u i l d i n g a p p r o x i m a n t e r l i i l r o a d e

F o r m e r

P i t t s b u r g

S h a w m u r t h e i l r o a d

F o r m i t t s b u r a w m r t h e i l r o a d s t o a i n a e a s t o a i n a e a s o u t h e r p a v e m e n t n o r t h e r p a v e m e n t c e n t e r l i n e s a n i t a r y m a n h o l e s t o a i r s s t o a i r s d i t h t r a i l t r a i l

42" Sycamore p l a n t e r p l a n t e r

36" red oak

Triple stem white pine

24" twin stem maple

22" Yellow Birch

19" Yellow Birch

36" Yellow

Birch

44" Red Oak

34" Red Oak

30" Maple

29" Black

Cherry

24" Red oak

14" Maple

25" Red Oak

14" Hemlock

25" Red Oak

23" White Pine

22" Maple

35" Red Oak

15"

White

Pine

26" Red Oak

17" White Pine

16" Yellow Birch

32" Twin Yellow Birch

24" Red Oak

25" Maple

17"

Red

Maple

17" Red Oak no parking sign no parking sign

Irwin Run

Boat Launch sign

No parking sign

Handicap parking sign

Irwin Run

Boat Launch

Sign c h e v r o n s i g n chevron sign chevron sign

Chevron

Sign

S R s i g n historical sign no camping sign post p a v o u l d e r

T y p e i d e r a i l

Parking area

R a p p r o x i m a t r k

T f t

S T

.0 o

/s l e f t

S T

.0 o

/s l e f t

S T

.0 o

/s l e f t

T f t

T f t c o n c r e d o ld r o a d g ra d e t r a i l gravel entry gravel parking lot g r a v e l p a r k i t w o i d g e g u y w i r e tr a il

IRWIN RUN BOAT

LAUNCH

8 1

4 1 o u t l e t in le t o r m catch basin grate: 1283.0' outlet: 1276.4' t s t o t a i n i l l l a r g e s t o n e l a r g e s t o n e s l a r o n e s l a r o n e s s t o n e s t o n e s t o n e s t o n e s t o n e t o i l e t b u i l d i n g s o u t h e r p a v e m e n t n o r t h e r p a v e m e n t c e n t e r l i n e sanitary manhole

REMOVE TREE

REMOVE & DISPOSE TOILET BLDG.;

DEMOLISH VAULT IN PLACE; KNOCK

DOWN TOP/SIDES & FILL IN.

REMOVE, SALVAGE

& REUSE SIGNS

REMOVE AND SALVAGE

EXISTING STONE STEPS

REMOVE AND DISPOSE

ALL PLANTER TIMBERS

(TYP.)

REMOVE, SALVAGE

AND REUSE SIGNS

REMOVE TREE

(TYP.)

REMOVE TREES

REMOVE ROCK

THAT PROTRUDES

INTO ROADWAY

REMOVE &

SALVAGE

SIGN

REMOVE TREE

PROTECT TREE

(TYP.)

SIGNS TO REMAIN

IN PLACE

PROTECT TREE

REMOVE & DISPOSE

PARKING WHEEL

STOPS (TYP.)

REMOVE ALL

PARKING WHEEL

STOPS, (TYP.)

LARGE EXISTING

ROCKS

REMOVE AND DISPOSE

EXISTING 18" CMP

REMOVE, SALVAGE

AND REUSE CHEVRON

SIGNS; RE-INSTALL AS/

PER PENNDOT HOP

(TYP.)

REMOVE EXISTING

TRAIL (TYP)

ROCK

CONSTRUCTION

ENTRANCE

SURVEY CONTROL

POINT (TYP.)

SURVEY CONTROL

POINT (TYP.)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 /22

5 M

W N

W N\

\IR

'S \R

\IR

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

DEMOLITION PLAN

07/05/2022 091902-RDR2022-0003D-C1004

M.BROWN

A.LESHER

C-02 4 19

42" Sycamore

SHEET SIZE: 22X34

26" Red Oak

1/4" rebar

1278.35

451534.573/1651445.706

1272.2

1279.49

451653.641/1651468.856

1302.58

451654.023/1651639.806

1279.14

451589.137/1651495.662

1279.70

451624.464/1651440.887

1279.50

451595.850/1651478.574

1299.57

451669.420/1651630.616

1275.3

1287.7

1280.2

1277.10

451505.561/1651530.045

1280.7

DOT REBAR

1287.66

451577.726/1651546.342

1287.11

451405.034/1651656.050

1296.9

1293.7

1284.0

1290.9

1281.4

1270.5

1286.9

(5 0' wide rig ht

-o f-w ay)

F o r m e r

Benchmark disk

S u n c k g

Y t s t o t a i n i l l l a r g e s t o n e l a r g e s t o n e s l a r g e s t o n e s l a r o n e s s t o n e s t o n e s t o n e s t o n e s t o n e a p p r o x i m a n t e r l i i l r o a d e

F o r m e r

P i t t s b u r g

S h a w m u r t h e i l r o a d s t o a i n a e a s t o a i n a e a s o u t h e r p a v e m e n t n o r t h e r v e m e n t

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 5/2

2 0 9:

N C:

\IR

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

GEOMETRIC

ALIGNMENT PLAN

07/05/2022 091902-RDR2022-0003D-C1005

M.BROWN

A.LESHER

C-03 5 19

LIMIT OF CONSTRUCTION

TRAFFIC FLOW DIRECTION

SILT/COMPOST SOCK

EXISTING CONTOURS

SURVEY CONTROL

POINT SYMBOLS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 5/2

2 0 9:

N C:

\IR

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

HORIZONTAL

ALIGNMENT STATION

AND CURVE DATA

07/05/2022 091902-RDR2022-0003D-C1006

M.BROWN

A.LESHER

C-04 6 19

Description:

Tangent Data

Description PT Station Northing Easting

Start: 0+00.000 451631.508 1651501.642

End: 0+19.916 451612.037 1651505.828

Tangent Data

Parameter Value Parameter Value

Length: 19.916 Course: S 12° 08' 04.5807" E

Curve Point Data

Description Station Northing Easting

PC: 0+19.916 451612.037 1651505.828

RP: 451601.527 1651456.945

PCC: 0+56.010 451577.114 1651500.580

Circular Curve Data

Parameter Value Parameter Value

Delta: 41° 21' 38.8850" Type: RIGHT

Radius: 50.000 DOC: 114° 35' 29.6161"

Length: 36.094 Tangent: 18.874

Mid-Ord: 3.222 External: 3.444

Chord: 35.315 Course: S 08° 32' 44.8618" W

Curve Point Data

Description Station Northing Easting

PCC: 0+56.010 451577.114 1651500.580

RP: 451559.537 1651531.997

PT: 0+84.424 451549.616 1651497.391

Circular Curve Data

Parameter Value Parameter Value

Delta: 45° 13' 17.1704" Type: LEFT

Radius: 36.000 DOC: 159° 09' 17.8001"

Length: 28.413 Tangent: 14.993

Mid-Ord: 2.767 External: 2.997

Chord: 27.682 Course: S 06° 36' 55.7191" W

Tangent Data

Description PT Station Northing Easting

Start: 0+84.424 451549.616 1651497.391

End: 1+17.235 451518.075 1651506.433

Tangent Data

Parameter Value Parameter Value

Length: 32.812 Course: S 15° 59' 42.8660" E

Curve Point Data

Description Station Northing Easting

PC: 1+17.235 451518.075 1651506.433

RP: 451511.462 1651483.362

PT: 1+27.293 451508.115 1651507.127

Circular Curve Data

Parameter Value Parameter Value

Delta: 24° 00' 40.1118" Type: RIGHT

Radius: 24.000 DOC: 238° 43' 56.6998"

Length: 10.058 Tangent: 5.104

Mid-Ord: 0.525 External: 0.537

Chord: 9.984 Course: S 03° 59' 22.8101" E

Tangent Data

Description PT Station Northing Easting

Start: 1+27.293 451508.115 1651507.127

End: 1+64.158 451471.610 1651501.987

Tangent Data

Parameter Value Parameter Value

Length: 36.865 Course: S 08° 00' 57.2458" W

Curve Point Data

Description Station Northing Easting

PC: 1+64.158 451471.610 1651501.987

RP: 451464.360 1651553.472

PT: 2+01.248 451436.151 1651509.796

Circular Curve Data

Parameter Value Parameter Value

Delta: 40° 52' 22.3362" Type: LEFT

Radius: 51.993 DOC: 110° 11' 53.6096"

Length: 37.090 Tangent: 19.374

Mid-Ord: 3.272 External: 3.492

Chord: 36.309 Course: S 12° 25' 13.9223" E

Tangent Data

Description PT Station Northing Easting

Start: 2+01.248 451436.151 1651509.796

End: 2+83.581 451366.989 1651554.465

Tangent Data

Parameter Value Parameter Value

Length: 82.333 Course: S 32° 51' 25.0904" E

Tangent Data

Description PT Station Northing Easting

Start: 2+83.581 451366.989 1651554.465

End: 3+28.127 451327.709 1651575.474

Tangent Data

Parameter Value Parameter Value

Length: 44.545 Course: S 28° 08' 23.9921" E

Curve Point Data

Description Station Northing Easting

PC: 3+28.127 451327.709 1651575.474

RP: 451349.533 1651616.279

PT: 3+93.652 451305.852 1651631.552

Description:

Tangent Data

Description PT Station Northing Easting

Start: 0+00.000 451590.649 1651505.748

End: 0+02.874 451591.274 1651502.943

Tangent Data

Parameter Value Parameter Value

Length: 2.874 Course: N 77° 26' 03.8966" W

Curve Point Data

Description Station Northing Easting

PC: 0+02.874 451591.274 1651502.943

RP: 451547.352 1651493.153

PT: 1+05.954 451525.755 1651453.674

Circular Curve Data

Parameter Value Parameter Value

Delta: 131° 14' 45.2479" Type: LEFT

Radius: 45.000 DOC: 127° 19' 26.2400"

Length: 103.080 Tangent: 99.308

Mid-Ord: 26.427 External: 64.028

Chord: 81.976 Course: S 36° 56' 33.4794" W

Tangent Data

Description PT Station Northing Easting

Start: 1+05.954 451525.755 1651453.674

End: 1+65.928 451473.139 1651482.457

Tangent Data

Parameter Value Parameter Value

Length: 59.974 Course: S 28° 40' 49.1445" E

Curve Point Data

Description Station Northing Easting

PC: 1+65.928 451473.139 1651482.457

RP: 451494.736 1651521.936

PT: 1+88.781 451456.667 1651497.941

Circular Curve Data

Parameter Value Parameter Value

Delta: 29° 05' 48.3567" Type: LEFT

Radius: 45.000 DOC: 127° 19' 26.2400"

Length: 22.853 Tangent: 11.678

Mid-Ord: 1.443 External: 1.491

Chord: 22.608 Course: S 43° 13' 43.3228" E

Tangent Data

Description PT Station Northing Easting

Start: 1+88.781 451456.667 1651497.941

End: 1+94.256 451453.747 1651502.573

Tangent Data

Parameter Value Parameter Value

Length: 5.475 Course: S 57° 46' 37.5012" E

Circular Curve Data

Parameter Value Parameter Value

Delta: 81° 07' 55.2806" Type: LEFT

Radius: 46.274 DOC: 123° 49' 02.9715"

Length: 65.525 Tangent: 39.614

Mid-Ord: 11.122 External: 14.640

Chord: 60.187 Course: S 68° 42' 21.6324" E

Tangent Data

Description PT Station Northing Easting

Start: 3+93.652 451305.852 1651631.552

End: 3+94.519 451306.138 1651632.370

Tangent Data

Parameter Value Parameter Value

Length: 0.867 Course: N 70° 43' 40.7272" E

Curve Point Data

Description Station Northing Easting

PC: 3+94.519 451306.138 1651632.370

RP: 451349.098 1651617.349

PT: 4+54.979 451353.373 1651662.658

Circular Curve Data

Parameter Value Parameter Value

Delta: 76° 07' 03.3259" Type: LEFT

Radius: 45.510 DOC: 125° 53' 49.9020"

Length: 60.460 Tangent: 35.632

Mid-Ord: 9.676 External: 12.289

Chord: 56.111 Course: N 32° 40' 09.0643" E

Tangent Data

Description PT Station Northing Easting

Start: 4+54.979 451353.373 1651662.658

End: 4+68.015 451366.351 1651661.433

Tangent Data

Parameter Value Parameter Value

Length: 13.036 Course: N 05° 23' 22.5987" W

Curve Point Data

Description Station Northing Easting

PC: 4+68.015 451366.351 1651661.433

RP: 451361.655 1651611.654

PT: 4+77.638 451375.786 1651659.616

Circular Curve Data

Parameter Value Parameter Value

Delta: 11° 01' 36.3976" Type: LEFT

Radius: 50.000 DOC: 114° 35' 29.6158"

Length: 9.623 Tangent: 4.826

Mid-Ord: 0.231 External: 0.232

Chord: 9.608 Course: N 10° 54' 10.7974" W

Tangent Data

Description PT Station Northing Easting

Start: 4+77.638 451375.786 1651659.616

End: 4+82.768 451380.707 1651658.166

Tangent Data

Parameter Value Parameter Value

Length: 5.130 Course: N 16° 24' 58.9962" W

Curve Point Data

Description Station Northing Easting

PC: 4+82.768 451380.707 1651658.166

RP: 451394.837 1651706.128

PT: 4+95.898 451393.642 1651656.142

Circular Curve Data

Parameter Value Parameter Value

Delta: 15° 02' 47.0044" Type: RIGHT

Radius: 50.000 DOC: 114° 35' 29.6160"

Length: 13.130 Tangent: 6.603

Mid-Ord: 0.430 External: 0.434

Chord: 13.093 Course: N 08° 53' 35.4940" W

Tangent Data

Description PT Station Northing Easting

Start: 4+95.898 451393.642 1651656.142

End: 5+19.868 451417.605 1651655.569

Tangent Data

Parameter Value Parameter Value

Length: 23.970 Course: N 01° 22' 11.9918" W

Curve Point Data

Description Station Northing Easting

PC: 5+19.868 451417.605 1651655.569

RP: 451414.019 1651505.612

PT: 5+28.815 451426.538 1651655.089

Circular Curve Data

Parameter Value Parameter Value

Delta: 03° 25' 02.9694" Type: LEFT

Radius: 150.000 DOC: 38° 11' 49.8719"

Length: 8.947 Tangent: 4.475

Mid-Ord: 0.067 External: 0.067

Chord: 8.946 Course: N 03° 04' 43.4765" W

Tangent Data

Description PT Station Northing Easting

Start: 5+28.815 451426.538 1651655.089

End: 6+08.795 451506.239 1651648.414

Tangent Data

Parameter Value Parameter Value

Length: 79.980 Course: N 04° 47' 14.9612" W

Curve Point Data

Description Station Northing Easting

PC: 6+08.795 451506.239 1651648.414

RP: 451499.979 1651573.675

PT: 6+36.978 451533.230 1651640.901

Circular Curve Data

Parameter Value Parameter Value

Delta: 21° 31' 48.5386" Type: LEFT

Radius: 75.000 DOC: 76° 23' 39.7440"

Length: 28.183 Tangent: 14.260

Mid-Ord: 1.320 External: 1.344

Chord: 28.017 Course: N 15° 33' 09.2305" W

Tangent Data

Description PT Station Northing Easting

Start: 6+36.978 451533.230 1651640.901

End: 6+60.514 451554.327 1651630.467

Tangent Data

Parameter Value Parameter Value

Length: 23.536 Course: N 26° 19' 03.4998" W

Curve Point Data

Description Station Northing Easting

PC: 6+60.514 451554.327 1651630.467

RP: 451620.829 1651764.919

PT: 6+88.432 451580.355 1651620.483

Circular Curve Data

Parameter Value Parameter Value

Delta: 10° 39' 49.9429" Type: RIGHT

Radius: 150.000 DOC: 38° 11' 49.8720"

Length: 27.918 Tangent: 13.999

Mid-Ord: 0.649 External: 0.652

Chord: 27.878 Course: N 20° 59' 08.5283" W

Tangent Data

Description PT Station Northing Easting

Start: 6+88.432 451580.355 1651620.483

End: 7+09.858 451600.987 1651614.702

Tangent Data

Parameter Value Parameter Value

Length: 21.426 Course: N 15° 39' 13.5569" W

Curve Point Data

Description Station Northing Easting

PC: 7+09.858 451600.987 1651614.702

RP: 451621.493 1651687.883

PCC: 7+24.202 451615.081 1651612.154

Circular Curve Data

Parameter Value Parameter Value

Delta: 10° 48' 50.3643" Type: RIGHT

Radius: 76.000 DOC: 75° 23' 21.0625"

Length: 14.344 Tangent: 7.193

Mid-Ord: 0.338 External: 0.340

Chord: 14.323 Course: N 10° 14' 48.3747" W

Curve Point Data

Description Station Northing Easting

PCC: 7+24.202 451615.081 1651612.154

RP: 451610.863 1651562.332

PT: 7+44.940 451634.800 1651606.230

Circular Curve Data

Parameter Value Parameter Value

Delta: 23° 45' 48.2673" Type: LEFT

Radius: 50.000 DOC: 114° 35' 29.6160"

Length: 20.737 Tangent: 10.520

Mid-Ord: 1.071 External: 1.095

Chord: 20.589 Course: N 16° 43' 17.3262" W

Tangent Data

Description PT Station Northing Easting

Start: 7+44.940 451634.800 1651606.230

End: 7+78.689 451664.430 1651590.073

Tangent Data

Parameter Value Parameter Value

Length: 33.749 Course: N 28° 36' 11.4598" W

Description:

Curve Point Data

Description Station Northing Easting

PC: 0+00.000 451531.565 1651443.656

RP: 451537.258 1651565.524

PCC: 0+93.446 451448.674 1651481.638

Circular Curve Data

Parameter Value Parameter Value

Delta: 43° 53' 09.2786" Type: LEFT

Radius: 122.000 DOC: 46° 57' 49.5148"

Length: 93.446 Tangent: 49.150

Mid-Ord: 8.838 External: 9.528

Chord: 91.179 Course: S 24° 37' 03.2263" E

Curve Point Data

Description Station Northing Easting

PCC: 0+93.446 451448.674 1651481.638

RP: 451431.974 1651465.823

PT: 1+00.776 451442.878 1651486.074

Circular Curve Data

Parameter Value Parameter Value

Delta: 18° 15' 35.8629" Type: RIGHT

Radius: 23.000 DOC: 249° 06' 43.5129"

Length: 7.330 Tangent: 3.696

Mid-Ord: 0.291 External: 0.295

Chord: 7.299 Course: S 37° 25' 49.9341" E

Tangent Data

Description PT Station Northing Easting

Start: 1+00.776 451442.878 1651486.074

End: 1+27.723 451419.152 1651498.850

Tangent Data

Parameter Value Parameter Value

Length: 26.947 Course: S 28° 18' 02.0027" E

Curve Point Data

Description Station Northing Easting

PC: 1+27.723 451419.152 1651498.850

RP: 451412.989 1651487.404

PT: 1+37.086 451410.072 1651500.072

Circular Curve Data

Parameter Value Parameter Value

Delta: 41° 15' 59.5529" Type: RIGHT

Radius: 13.000 DOC: 440° 44' 28.6143"

Length: 9.363 Tangent: 4.895

Mid-Ord: 0.834 External: 0.891

Chord: 9.162 Course: S 07° 40' 03.0214" E

Tangent Data

Description PT Station Northing Easting

Start: 1+37.086 451410.072 1651500.072

End: 1+39.070 451408.138 1651499.627

Tangent Data

Parameter Value Parameter Value

Length: 1.984 Course: S 12° 57' 57.5502" W

Curve Point Data

Description Station Northing Easting

PC: 1+39.070 451408.138 1651499.627

RP: 451409.933 1651491.831

PT: 1+45.851 451402.901 1651495.645

Circular Curve Data

Parameter Value Parameter Value

Delta: 48° 33' 35.2509" Type: RIGHT

Radius: 8.000 DOC: 716° 12' 21.2981"

Length: 6.780 Tangent: 3.609

Mid-Ord: 0.708 External: 0.776

Chord: 6.579 Course: S 37° 14' 46.3015" W

Tangent Data

Description PT Station Northing Easting

Start: 1+45.851 451402.901 1651495.645

End: 1+53.487 451398.935 1651489.119

Tangent Data

Parameter Value Parameter Value

Length: 7.636 Course: S 58° 42' 34.0222" W

Tangent Data

Description PT Station Northing Easting

Start: 1+53.487 451398.935 1651489.119

End: 1+95.751 451435.132 1651467.302

Tangent Data

Parameter Value Parameter Value

Length: 42.264 Course: N 31° 04' 46.9078" W

Curve Point Data

Description Station Northing Easting

PC: 1+95.751 451435.132 1651467.302

RP: 451384.718 1651384.432

PT: 2+33.857 451463.016 1651441.689

Circular Curve Data

Parameter Value Parameter Value

Delta: 22° 30' 30.2681" Type: LEFT

Radius: 97.000 DOC: 59° 04' 04.1320"

Length: 38.106 Tangent: 19.302

Mid-Ord: 1.865 External: 1.902

Chord: 37.861 Course: N 42° 34' 07.0635" W

Tangent Data

Description PT Station Northing Easting

Start: 2+33.857 451463.016 1651441.689

End: 2+47.688 451471.180 1651430.525

Tangent Data

Parameter Value Parameter Value

Length: 13.831 Course: N 53° 49' 22.1975" W

Curve Point Data

Description Station Northing Easting

PC: 2+47.688 451471.180 1651430.525

RP: 451392.882 1651373.267

PT: 2+66.142 451480.595 1651414.685

Circular Curve Data

Parameter Value Parameter Value

Delta: 10° 54' 01.6895" Type: LEFT

Radius: 97.000 DOC: 59° 04' 04.1320"

Length: 18.454 Tangent: 9.255

Mid-Ord: 0.439 External: 0.441

Chord: 18.426 Course: N 59° 16' 23.0423" W

Tangent Data

Description PT Station Northing Easting

Start: 2+66.142 451480.595 1651414.685

End: 2+78.843 451486.073 1651403.227

Tangent Data

Parameter Value Parameter Value

Length: 12.701 Course: N 64° 26' 59.9214" W

Tangent Data

Description PT Station Northing Easting

Start: 2+78.843 451486.073 1651403.227

End: 2+85.278 451488.892 1651397.442

Tangent Data

Parameter Value Parameter Value

Length: 6.435 Course: N 64° 00' 57.6906" W

Tangent Data

Description PT Station Northing Easting

Start: 2+85.278 451488.892 1651397.442

End: 2+89.469 451490.512 1651393.577

Tangent Data

Parameter Value Parameter Value

Length: 4.190 Course: N 67° 15' 12.0525" W

Tangent Data

Description PT Station Northing Easting

Start: 2+89.469 451490.512 1651393.577

End: 2+94.557 451492.057 1651388.729

Tangent Data

Parameter Value Parameter Value

Length: 5.089 Course: N 72° 19' 36.1126" W

Tangent Data

Description PT Station Northing Easting

Start: 2+94.557 451492.057 1651388.729

End: 3+02.899 451494.598 1651380.784

Tangent Data

Parameter Value Parameter Value

Length: 8.341 Course: N 72° 15' 51.4691" W r e b a r

1 1

1275.3

D O

E B

A R o u t l e t o u t l e t

X o r m c a t c h b a s i n g r a t e o u t l e t s o u t h e r p a v e m e n t n o r t h e r v e m e n t

ONE WAY SIGN

(RIGHT POINTING)

DO NOT ENTER

& STOP SIGNS

2 VAN ACCESSIBLE

SPACES/SIGNS

8' CONCRETE

WHEEL STOPS,

(TYP.)

ARMOR ROCK TO HOLD GRADE IN PLACE

5'x5' RESTING/LANDING AREA <2% SLOPE, HORIZONTALLY &<5% LONGITUDINALLY W/

TRAIL SURFACE AGGREGATE (TSA)

4'x6'x5" PRE-CAST CONCRETE SLATS

(weiserconcrete.com, hogflooring.com OR

EQUAL) UP TO HIGH WATER MARK OR

TOP OF BANK

6' STABILIZED TRAIL SURFACE

AGGREGATE (TSA), TYP.

TRANSITION SECTION OF LAUNCH INTO

WATER -14% TO 18% SLOPE

2,3

C-12

C-13

C-12

8 FT.CONCRETE WHEEL STOPS

(TYP)

C-13

GRAVEL PAVEMENT ROAD/

PARKING AREAS (TYP)

C-13

EROSION CONTROL MAT &

NATIVE GRASS SEEDING (TYP.)

C-10

NATIVE GRASS

SEEDING, TYP.

TRAIL SURFACE

AGGREGATE (TSA)

CONCRETE WALK TO BE

ACCESSIBLE FROM HC

PARKING SPOTS

C-13

1,2

C-11

1,2

C-11

NEW 18" CMP/FLARED END SECTION

INV. OUT EL. 1283.1

44' @ 2.0% MIN. TO INV. IN

STORM BASIN

RIM EL.1287.9

INV.IN EL. 1284.0

SITE DISTANCE

TRIANGLE--25' FROM

CL TO PC & PT

C-11

C-14

197+/- LF SEGMENTED

RETAINING WALL TO HOLD

BACK UPHILL SLOPE

NEW 18" CMP/FLARED END SECTION

84' @ 2.0% MIN. TO INV. IN

15 MINUTE

PARKING SIGN

C-13

ONE WAY

SIGN (LEFT

POINTING)

C-13

TIMBER STEPS - 4' WIDE

C-13

FRENCH DRAIN (TYP.)

C-11

FRENCH DRAIN

C-11

STORM BASIN

RIM EL.1278.0

INV.IN EL. 1275.0

LARGE ROCKS TO

DISCOURAGE

PARKING

EXISTING LARGE

ROCK OUTCROPPING

(TYP)

NO PARKING

SIGN

C-13

C-14

SITE EXIT TYPICAL

SECTION

C-14

SITE ENTRANCE

TYPICAL SECTION

ONE WAY SIGN

(RIGHT POINTING)

ONE WAY SIGN

(LEFT POINTING)

C-14

16 LF SEGMENTED RETAINING

WALL SEAT

RELOCATED HISTORICAL/

SIGN (S)

C-14

RELOCATED BOAT

LAUNCH PATH SIGN

C-14

C-13

SURVEY CONTROL

POINT (TYP.)

ASPHALT PAVEMENT

MEET EXISTING

PAVEMENT, TYP.

NO PARKING

SIGN

7,8

C-13

END WORK

SEGMENT 0200

OFFSET 0181

BEGIN WORK

SEGMENT 0200

OFFSET 0084

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/1 4/2

2 1 0:

N C:

\IR

.D W

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

SITE PLAN

07/05/2022 091902-RDR2022-0003D-C1007

M.BROWN

A.LESHER

C-05 7 19

1. SEE SHEETS C-03 & C-04 (GEOMETRIC ALIGNMENT

PLAN & HORIZONTAL ALIGNMENT REPORTS), FOR

EDGE OF PAVEMENT LIMITS, ROADWAY

CENTERLINE LAYOUT DATA, PARKING AREA AND

ROAD WAY CURVE DATA & MISCELLANEOUS SITE

LAYOUT INFORMATION.

2. SEE SUPPLEMENTAL SPECIFICATIONS P. 30 FOR

TEMPORARY TRAFFIC CONTROL PLANNING

LIMIT OF CONSTRUCTION

TRAFFIC FLOW DIRECTION

EROSION CONTROL BLANKET

AND SEEDING

SILT/COMPOST SOCK

EXISTING CONTOURS

CONCRETE WHEEL STOP

DETAIL NUMBER

SHEET NUMBER

SEEDING ONLY

CONCRETE WALK

TRAIL SURFACE AGGREGATE (TSA)

TRAFFIC SIGN

ASPHALT CONCRETE ENTRANCE

1275.3 o u t l e t inlet 1275.3' o r m o u t l e t o r m c a t c h b a s i n g r a t e o u t l e t

(5 0' wide rig ht

-o f-w ay)

F o r m e r

Benchmark disk

S u n c k g

Y s o u t h e r p a v e m e n t n o r t h e r p a v e m e n t c e n t e r l i n e

Y e l l o w

B i r c h

34" Red Oak

29" Black cherry

M a p l e

H e m l o c k

26" Red Oak

16" Yellow Birch

17" Red

Maple

1/4" rebar

1278.35

451534.573/1651445.706

1279.49

451653.641/1651468.856

1302.58

451654.023/1651639.806

1279.14

451589.137/1651495.662

1279.70

451624.464/1651440.887

1279.50

451595.850/1651478.574

1299.57

451669.420/1651630.616

1275.3

1277.10

451505.561/1651530.045

DOT REBAR

1287.66

451577.726/1651546.342

1287.11

451405.034/1651656.050

1284.0

1289.1

1277.3 s o u t h e r p a v e m e n t n o r t h e r v e m e n t

5 1

NEW 18" CMP/FLARED END SECTION

INV. OUT EL. 1283.1

44' @ 2.0% MIN. TO INV. IN

CATCH BASIN

RIM EL.1287.9

INV.IN EL. 1284.0

SITE

DISTANCE

TRIANGLE

CATCH BASIN

RIM EL.1278.0

INV.IN EL. 1275.0

FRENCH

DRAIN

LARGE ROCK

OUTCROPPING

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/5 /22

8 M

W N

W N\

\IR

'S \R

\IR

.D W

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

GRADING PLAN

07/05/2022 091902-RDR2022-0003D-C1008

M.BROWN

A.LESHER

C-06 8 19

1. SEE SHEETS C-03 & C-04 GEOMETRIC PLAN &

HORIZONTAL ALIGNMENT REPORTS FOR EDGE OF

ROAD LIMITS, ROADWAY CENTERLINE LAYOUT

DATA, PARKING AREA AND ROAD WAY CURVE DATA

& MISCELLANEOUS SITE LAYOUT INFORMATION.

LIMIT OF CONSTRUCTION

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

TRAFFIC FLOW DIRECTION

EROSION CONTROL BLANKET

AND SEEDING

SILT/COMPOST SOCK

EXISTING CONTOURS

SPOT ELEVATION

CONCRETE WHEEL STOP

DETAIL NUMBER

SHEET NUMBER

ROCK OUTCROPPINGS

OR LEDGE ROCK, TYP.

CONCRETE WALK

TRAIL SURFACE AGGREGATE (TSA)

LOADING/UNLOADING

FRENCH DRAIN TO DAYLIGHT

PARKING LOT A

PARKING LOT B

SURVEY POINT SYMBOLS

AREA OF DISTURBANCE = 0.89 AC (38,613 SF)

Benchmark disk

1/4" rebar

1278.35

451534.573/1651445.706

1279.49

451653.641/1651468.856

1279.70

451624.464/1651440.887

1279.50

451595.850/1651478.574 n o r t h e r v e m e n t

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /22

9 M

W N

W N\

\IR

'S \R

\IR

.D W

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

ENLARGED PLAN

07/05/2022 091902-RDR2022-0003D-C1008

M.BROWN

A.LESHER

C-06a 8 19

1. SEE SHEETS C-03 & C-04 GEOMETRIC PLAN &

HORIZONTAL ALIGNMENT REPORTS FOR EDGE OF

ROAD LIMITS, ROADWAY CENTERLINE LAYOUT

DATA, PARKING AREA AND ROAD WAY CURVE DATA

& MISCELLANEOUS SITE LAYOUT INFORMATION.

LIMIT OF CONSTRUCTION

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

TRAFFIC FLOW DIRECTION

EROSION CONTROL BLANKET

AND SEEDING

SILT/COMPOST SOCK

EXISTING CONTOURS

SPOT ELEVATION

CONCRETE WHEEL STOP

DETAIL NUMBER

SHEET NUMBER

ROCK OUTCROPPINGS

OR LEDGE ROCK, TYP.

CONCRETE WALK

TRAIL SURFACE AGGREGATE (TSA)

I N

FRENCH DRAIN TO DAYLIGHT

SURVEY POINT SYMBOLS

AREA OF DISTURBANCE = 0.89 AC (38,613 SF)

NOTE:

ALL WORK NEAR STREAMS WILL BE DONE DURING

LOW-FLOW CONDITIONS, AVOIDING PERIODS

DURING, OR IMMEDIATELY FOLLOWING, HEAVY

PRECIPITATION.

PUMP

FILTER BAG

HOSE

AutoCAD SHX Text

CLASS 3 RIPRAP WITH LAUNCHABLE TOE

AutoCAD SHX Text 4'x6' PRE-CAST CONCRETE SLATS (weiserconcrete.com, hogflooring.com OR EQUAL) UP TO HIGH WATER MARK OR TOP OF BANK

AutoCAD SHX Text 68.22x

AutoCAD SHX Text 68.37x

AutoCAD SHX Text 68.52x

AutoCAD SHX Text 68.37x

AutoCAD SHX Text

TRANSITION SECTION OF LAUNCH INTO WATER -14% TO 18% SLOPE

AutoCAD SHX Text

AutoCAD SHX Text C-12

AutoCAD SHX Text x INV. OUT

AutoCAD SHX Text 1273.00

AutoCAD SHX Text 70.85x

AutoCAD SHX Text

SITE ENTRANCE TYP. SECTION

AutoCAD SHX Text

COMPOST FILTER SOCK SEE DETAIL SHEET C-10

AutoCAD SHX Text

18" CMP WITHFLARED END SECTION @MIN. 2% SLOPE FROM INLET. SEE DETAILS SHEET C-11

AutoCAD SHX Text

CLASS 3 RIPRAP SEE DETAILS SHEET C-11

AutoCAD SHX Text

CROSS-SECTION 0+82.80 THRU CULVERT SEE SHEET C-08

AutoCAD SHX Text

COFFERDAM SEE DETAILS SHEET C-10

AutoCAD SHX Text

APPROX. LOCATION FOR PUMP,HOSE & WATER FILTER BAG. FOR DETAILS SEE SHEET C-14

AutoCAD SHX Text

TRUE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

LAYOUT & MATERIAL PLAN COORDINATION

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

AutoCAD SHX Text x78.48

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

NOTES: 1. A TEMPORARY SAND BAG DIVERSION DAM WILL BE INSTALLED IN THE CLARION RIVER A TEMPORARY SAND BAG DIVERSION DAM WILL BE INSTALLED IN THE CLARION RIVER DURING THE CONSTRUCTION PHASE OF THE CANOE LAUNCH. THE DIVERSION DAM WILL PREVENT SEDIMENTATION CAUSED BY CONSTRUCTION OF THE CANOE LAUNCH FROM REACHING THE CLARION RIVER. THE DIVERSION DAM CONSTRUCTION SHOULD FOLLOW FIGURE 3-15 OR BE OF A SIMILAR TYPE. 2. ALL WORK NEAR STREAMS WILL BE DONE DURING LOW FLOW CONDITIONS, AVOIDING ALL WORK NEAR STREAMS WILL BE DONE DURING LOW FLOW CONDITIONS, AVOIDING PERIODS DURING, OR IMMEDIATELY FOLLOWING, HEAVY PRECIPITATION.

B E

I G

N M

E N

F G

E N

L I G

N M

E N

F G

M P

I N

6" CRUSHED STONE BASE

SEE SHEET C-12

PRE-CAST CONCRETE

SLATS, SEE SHEET C-12

CLASS 3 RIPRAP

W/LAUNCHABLE TOE

SEE SHEET C-12

EXISTING GROUND

PROPOSED GRADE

AVG. STREAM FLOW

EL.1264.32

1.4'+/-

17.7'+/-

8.7'+/-

LOW FLOW

EL.1262.25

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/7 /22

3 M

W N

W N\

\IR

'S \R

\IR

.D W

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

ALIGNMENT

PROFILES A, B &

ACCESSIBLE PATH

07/05/2022 091902-RDR2022-0003D-C1009

M.BROWN

A.LESHER

C-07 9 19

PROPOSED GRADE

EXISTING GROUND

ALIGNMENT A PROFILE

ALIGNMENT B PROFILE

ACCESSIBLE PATH PROFILE

Feet

0 40 80

Feet

0 40 80

Feet

0 40 80

ACCESSIBLE PATH PROFILE--DETAIL A

Feet

0 8 16

0.9'

8.4' 8.4' 12'

50.00

1.7'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/7 /22

3 M

W N

W N\

\IR

'S \R

\IR

.D W

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

ACCESSIBLE PATH

CROSS-SECTIONS

07/05/2022 091902-RDR2022-0003D-C1010

M.BROWN

A.LESHER

C-08 10 19

PATH

EXISTING GROUND

PROPOSED GRADE

EXISTING GROUND

TOP OF BANK 1269.0

Feet

0 4 8

ACCESSIBLE PATH CROSS-SECTION 3+02.92

ACCESSIBLE PATH CROSS-SECTION 1+57.14

PATH

CLASS 3 LIMESTONE

RIPRAP SEE DETAIL

SHEET C-12

6" COMPACTED CLASS A

CRUSHED LIMESTONE

GRAVEL BASE

PRE-CASTCONCRETE

SLAT SEE DETAIL

SHEET C-12

Feet

0 2 4

PATH PATH ROAD

AVG. STREAM FLOW 1264.32

8 OZ. NON-WOVEN GEOTEXTILE

FABRIC; OVERLAP MIN.12" DOWN

CENTERLINE AND AT BOTH ENDS

SEE DETAIL SHEET C-12

CLASS 3 LIMESTONE

RIPRAP SEE DETAIL

SHEET C-12

18" CMP @ +/-2% SLOPE

TO DAYLIGHT

SEE SHEET C-11

IRWIN RUN

CROSS-SECTION THRU RELOCATED CULVERT

LOW FLOW 1262.25

13.7'

15.7'

12' ROAD

12' EXIT ROAD

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/5 /22

8 M

W N

W N\

\IR

'S \R

\IR

.D W

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

PARKING LOTS A&B

CROSS-SECTIONS

07/05/2022 091902-RDR2022-0003D-C1011

M.BROWN

A.LESHER

C-09 11 19

EXISTING GROUND

PROPOSED GRADE

PARKING LOT B CROSS-SECTION ALIGNMENT A STA. 4+96.74

HORIZ/VERT. SCALE: 1"=5'

PARKING LOT A CROSS-SECTION ALIGNMENT A STA. 5+78.68

EXISTING GROUND

PROPOSED GRADE

Feet

0 5 10

CL EXIT ROAD

CL ENTRANCE ROAD

HORIZ/VERT. SCALE: 1"=5'

Feet

0 5 10

EROSION CONTROL BLANKET

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/3 0/2

2 1 7:

N C:

\IR

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

EROSION CONTROL

DETAILS

07/05/2022 091902-RDR2022-0003D-C5012

M.BROWN

A.LESHER

C-10 12 19

COMPOST FILTER SOCK

SANDBAG DIVERSION COFFERDAM

ROCK CONSTRUCTION ENTRANCE

12" MIN. COVER

MIN.

COMPACTED

WIDTH = "18"

6" LAYERS OF COMPACTED BACKFILL MATERIAL

BEDDING MATERIAL MIN. 4" ALL SIDES OF PIPE

MIN.

COMPACTED

WIDTH = "18"

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM A798/A798M, "STANDARD PRACTICE FOR

UNDERGROUND INSTALLATION OF CORRUGATED METAL PIPE FOR SEWERS AND OTHER GRAVITY FLOW

APPLICATIONS," LATEST EDITION.

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN

REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH

REQUIRED BY COR AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE COR. AS AN ALTERNATIVE

AND AT THE DISCRETION OF THE COR, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE

MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, OR III. THE CONTRACTOR SHALL PROVIDE

DOCUMENTATION FOR MATERIAL SPECIFICATION TO COR, UNLESS OTHERWISE NOTED BY THE COR. MINIMUM

BEDDING THICKNESS SHALL BE 4" FOR A 4"-24"Ø PIPE.

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, OR III IN THE PIPE ZONE EXTENDING NOT LESS

THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL

SPECIFICATION TO THE COR. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM

THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR

TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 48"Ø PIPE AND 24" OF COVER FOR 54"-60"Ø PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT.

INVERT

(TYP)

COMPACTED

SUBGRADE

(TYP)

FLARED END DISCHARGES

ONTO TYPE 1 RIPRAP, SEE

ABOVE DETAIL

18" DRAINAGE PIPE INSTALLATION (TYP.)

SEE GRADING PLAN/SITE PLAN FOR LOCATIONS

18" DRAINAGE PIPE BEDDING AND BACKFILL DETAIL

STORM INLET

BASIN SEE

ADJACENT DETAIL

18"Ø

PLAN VIEW SECTION VIEW

FLARED END SECTION

NOTE:

SEE GRADING PLAN/SITE PLAN FOR LOCATIONS

FRENCH DRAIN

DIA

36" DIA

24"

12"

SUMP

V A

R I E

18"Ø

CMP

STORM INLET BASIN DETAIL

M A

V A

R I E

SEE GRADING PLAN/

SITE PLAN FOR LOCATIONS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/3 0/2

2 1 7:

N C:

\IR

R-9

EASTERN

IRWIN RUN

CANOE LAUNCH

ALLEGHENY NATIONAL

FOREST

MARIENVILLE DISTRICT

DRAINAGE DETAILS

07/05/2022 091902-RDR2022-0003D-C5013

M.BROWN

A.LESHER

C-11 13 19

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

SEE NOTE

AutoCAD SHX Text WIDTH OF ROCK CHANNEL PROTECTION SHALL VARY FROM TWICE PIPE DIA. AT PIPE OUTLET TO EXISTING CHANNEL BOTTOM AT END OF APRON;

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

1'-0" MIN.

AutoCAD SHX Text 10-'0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

TOE KEY, TYP.

AutoCAD SHX Text

MIN. SEE GRADING PLAN FOR LENGTH

AutoCAD SHX Text

MIN. SEE GRADING PLAN FOR LENGTH

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PROPOSED FINISHED GRADE SEE PLANS, TYP.

AutoCAD SHX Text

CMP FLARED END SECTION W/MATCHING COUPLING

AutoCAD SHX Text

PLACED RIPRAP, CLASS 3

AutoCAD SHX Text

MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL UNDER FLARED END SECTION AND RIPRAP

AutoCAD SHX Text

PLACED RIPRAP CLASS 3

AutoCAD SHX Text

TOE KEY, TYP.

AutoCAD SHX Text

CMP OR HPDW STORM SEWER PIPE;REFER TO PLANS FOR SIZE AND LENGTH

AutoCAD SHX Text

FLARED END SECTION, TYP. SEE DWG C-105 FOR CULVERT &FLARED END SECTION LOCATIONS

AutoCAD SHX Text 4"

AutoCAD SHX Text 16"

AutoCAD SHX Text

4"%%C PERFORATED PIPE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

STONE

AutoCAD SHX Text

GRADATION:

AutoCAD SHX Text Sieve Size

AutoCAD SHX Text % Passing

AutoCAD SHX Text 2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

AutoCAD SHX Text 90-100

AutoCAD SHX Text 0-15

AutoCAD SHX Text 24"

AutoCAD SHX Text

WASHED DRAIN

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

REPLACE EXCAVATED

AutoCAD SHX Text

SOIL & REVEGETATE

AutoCAD SHX Text

EX. GROUND

AutoCAD SHX Text

DRAIN TO DAYLIGHT

AutoCAD SHX Text

CEMENT MORTAR AROUND ENTIRE FRAME

AutoCAD SHX Text

FINISHED GRADE, TYP.

AutoCAD SHX Text FRAME & COVER H-20 LOADING; CAMPBELL FOUNDRY PATTERN NO. 12038 OR APPROVED EQUAL; RIM ELEV. AS INDICATED ON PLANS;

AutoCAD SHX Text PRECAST CONC. GRADE RING AS REQUIRED; CEMENT RINGS, MORTAR SHALL BE PLACED BETWEEN SECTIONS & ON ENTIRE EXTERIOR;

AutoCAD SHX Text

FLAT, REINFORCED PRECAST CONC. COVER

AutoCAD SHX Text REINFORCED PRECAST CONC. BARREL SECTIONS AS REQUIRED, MANUFACTURED IN ACCORDANCE W/ ASTM C478-85a

AutoCAD SHX Text

SELECT GRANULAR BACKFILL IN ACCORDANCE W/ SPECIFICATIONS

AutoCAD SHX Text

REINFORCED PRECAST CONC. INTEGRAL WALL & BASE SECTION

AutoCAD SHX Text

8" PA DOT 2B BASE COURSE, TYP.

AutoCAD SHX Text

COMPACT SUBGRADE, TYP.

AutoCAD SHX Text PIPE OUTLET, TYP. CEMENT MORTAR CEMENT MORTAR IN & OUT & AROUND ENTIRE PIPE, TYP.

AutoCAD SHX Text

REFER TO PLANS FOR PIPE SIZE, TYPE, & SLOPE;

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

COMPOST/SOIL MIX AND GRASS SEED AS PER…

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