GRAVEL P

AD

' X

' W

ID

E G

RAVEL D

RIVEWAY

© 2023 Microsoft Corporation © 2023 TomTom

GRAVEL P

AD

' X

' W

IDE G

RAVEL D

RIVEWAY

M

EM

PH

O

R D

E

ST

AT

ES

ST

O

R M

W

AT

ER

B

AS

IN

R

EH

AB

IL

IT

AT

IO

N

M on ag ha n To w ns hi p

SHEET:

PROJECT NO.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

D

AT

E N

O

D

ES

C R

IP

TI

O N

Yo rk

C ou nt y, P A

BSP/MW

BSP/BG

BSP

CI

VI

L & E

NV

IR

ON

ME

NT

AL

E

NG

IN

EE

RI

NG

C

ON

SU

LT

AN

TS

TE

C

H N

O

LO

G Y w w w .k pi te ch no lo gy

.n et

Ea st H ar ris bu rg

S t.

D ills bu rg

PA

te l:

(7

) 5

-0 fa x:

7)

-0

EN

G

IN

EE

R

IN

G

SU

R

VE

YI

N

G

PL

AN

N

IN

G

C ar lis le

S t.

G et ty sb ur g, P A te l:

(7

) 3

-0 fa x:

(7

) 3

-0

So ut h 2n d St

Su nb ur y, P

A te l:

(5

) 2

-3 fa x:

(5

) 2

-2

K no eb el

, P ic ar el li, In c.

BIDDING

DOCUMENTS

F:

\E ng in ee rin g\ M un ic ip al

C lie nt s\

M on ag ha n To w ns hi p\

St or m w at er

\M em ph or d Es ta te s Ba sin s\ dw g\

C-

CO

VE

R

SH

EE

T.

dw g

/1

5/

:2

PM

By : D an P er va

MEMPHORD ESTATES

STORMWATER BASIN REHABILITATION

MONAGHAN TOWNSHIP, YORK COUNTY

DILLSBURG, PA

1. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE

DRAWINGS IS APPROXIMATE ONLY. THE UTILITY OWNERS AND

ENGINEER DO NOT WARRANT OR GUARANTEE THE VALIDITY OF

THE INFORMATION GIVEN. THE CONTRACTOR SHALL VERIFY THE

EXISTENCE, LOCATION, AND DEPTH OF ANY EXISTING UTILITIES,

AND SHALL TAKE NECESSARY PRECAUTION TO PROTECT THE

EXISTING UTILITIES AND TO MAINTAIN UNINTERRUPTED SERVICE.

ANY DAMAGE INCURRED DUE TO THE CONTRACTOR'S OPERATION

SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S

EXPENSE.

2. THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES IN ADVANCE

OF CONSTRUCTION OPERATIONS IN THE VICINITY OF THE

PROPOSED UTILITIES.

3. ALL UTILITIES SHALL BE CLEARED BY A MINIMUM OF 1'-0". ALL

UTILITY POLES SHALL BE CLEARED BY A MINIMUM OF 2'-0" OR

TUNNELED IF REQUIRED. COST FOR TUNNELING OR BRACING

POLES SHALL BE INCLUDED IN THE LUMP SUM BID PRICE FOR THE

COMPLETED PROJECT.

4. THE CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITY

SERVICES WITHOUT WRITTEN PERMISSION FROM THE OWNER OF

THE UTILITY.

5. IN FILL AREAS, THE COMPACTION SHALL BE FULL HEIGHT

COMPACTION TO THE SPECIFIED ELEVATION. FILL SHALL BE

PLACED IN EIGHT (8) INCH (PLUS OR MINUS TWO (2) INCHES),

MEASURED LOOSE LIFTS AND EACH LIFT COMPACTED TO NOT LESS

THAN NINETY-SEVEN PERCENT (97%) OF STANDARD DENSITY AS

DETERMINED BY AASHTO METHODS T-99 (UNLESS SPECIFIED

OTHERWISE BY THE GEOTECHNICAL ENGINEER).

6. THE CONTRACTOR SHALL NOTE THAT IN CASE OF DISCREPANCIES

BETWEEN THE SCALED AND FIGURED DIMENSIONS SHOWN ON

THESE PLANS, THE FIGURED DIMENSIONS SHALL GOVERN. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE

OFFICE OF THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS

OR IN THE RELATIONSHIP OF FINISHED GRADES TO EXISTING,

PRIOR TO BEGINNING WORK.

7. THE WORK SHOWN ON THESE DRAWINGS IS SUBJECT TO

INSPECTION AND ACCEPTANCE BY THE MUNICIPALITY,

PA. DEPARTMENT OF ENVIRONMENTAL PROTECTION, YORK

COUNTY CONSERVATION DISTRICT, OFFICE OF THE MUNICIPAL

ENGINEER, AS APPLICABLE.

8. EXISTING PAVING DISTURBED BY THE CONTRACTOR'S OPERATIONS

SHALL BE REPLACED WITH MATERIAL EQUAL TO OR EXCEEDING

THAT WHICH WAS DISTURBED, OR AS SPECIFIED BY THE MUNICIPAL

APPROVING AUTHORITY, AS APPLICABLE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF

TRAFFIC AND TRAFFIC CONTROL, AS APPLICABLE. THE

CONTRACTOR SHALL COORDINATE ANY TEMPORARY ROAD

CLOSING WITH THE TOWNSHIP, ADAMS COUNTY CONTROL AND

UPPER ADAMS SCHOOL DISTRICT FOR A PRE-CONSTRUCTION /

PRE-CLOSING MEETING AT LEAST TWO (2) WEEKS IN ADVANCE OF

ANY PROPOSED ROAD CLOSURE.

10. ALL CONSTRUCTION SHOWN ON THESE PLANS SHALL BE

PERFORMED IN ACCORDANCE WITH THE STANDARDS AND

SPECIFICATIONS FOR THE MUNICIPALITY, PA. D.E.P., PENNDOT,

ACCD, AND ALL ADDENDA AND ERRATA TO ANY AND ALL OF THE

ABOVE.

11. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION

SPECIFICALLY ANY WORK WHICH WOULD NATURALLY BE

REQUIRED TO COMPLETE THE PROJECT SHALL NOT RELIEVE THE

CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH WORK.

12. THE CONTRACTOR'S EQUIPMENT MUST BE MONITORED AS NOT TO

TRACK MUD ON THE STREET LEADING INTO THE SITE. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO KEEP THE STREET CLEARED

AND THE SITE IN AN APPROPRIATE WORKING-LIKE MANNER.

13. ANY EXCESS OF MATERIAL SHALL BE USED FOR ON-SITE GRADING.

IF MATERIAL IS EXPORTED FROM THIS SITE, AN APPROVED

EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED FOR

THE RECEIVING SITE.

GENERAL NOTES:

C-1

C O

VE

R

S H

EE

T

LOCATION MAP

SCALE: 1"= 1000'

SCALE IN FEET

1"=

200' 100' 200'

200'

PLAN PURPOSE

TO ESTABLISH PERMANENT ACCESS TO THE BASINS

SHEET INDEX

SHEET

NUMBER SHEET TITLE

C-1 COVER SHEET

C-2 OVERALL LAYOUT

C-3 BASIN 1

C-4 BASIN 2

C-5 CONSTRUCTION DETIALS

ES-1 EROSION & SEDIMENT CONTROL

PLAN OVERALL

PENNSYLVANIA ACT 287 (1974) AS AMENDED BY PENNSYLVANIA ACT 199 (2004)

REQUIRES NO LESS THAN THREE (3) WORKING DAYS AND NO MORE THAN (10) WORKING

DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL, BLAST OR DEMOLISH.

PA ONE-CALL SERIAL NO. 20233451053-000 HAS BEEN ASSIGNED TO THIS PROJECT.

b

Know what's Callbefore you dig.

below.

OVERALL SITE AND DEVELOPMENT DATA:

1. TAX PARCEL ID: - LOT 1: 38-000-01-0001.C0-00000 LOT 2: 38-000-01-0001.A0-00000

SOURCE OF TITLE: RECORD BOOK: -

DEED REFERENCE NO.: DB- 1831 PG- 4709

NO. OF LOTS: 2

EXISTING GROSS AREA: - LOT 1: 2.63 ACRES LOT 2: 10.44 ACRES

EXISTING NET AREA: -

MINIMUM SETBACK FROM INTERSECTION OF STREET R.O.W. LINES: 100'

MINIMUM SIDE YARD SETACK: 15 FT.

MINIMUM REAR YARD SETBACK: 15 FT.

2. UNITS OF OCCUPANCY: -

3. UNITS OF DENSITY: -

4. EXISTING ZONING DISTRICT: R - RESEDENTIAL - COMMON AREA

5. EXISTING LAND USE: STORMWATER BASIN

6. PROPOSED LAND USE: STORMWATER BASIN WITH PERMANENT ACCESS ROAD

7. WATER SUPPLY: N/A

8. WASTEWATER DISPOSAL: N/A

SITE

ENGINEERS CERTIFICATE

I, BRANDON L. GUIHER, A PROFESSIONAL ENGINEER IN

THE COMMONWEALTH OF PENNSYLVANIA HEREBY

CERTIFY TO THE BEST OF MY PROFESSIONAL

KNOWLEDGE, THAT ALL INFORMATION SHOWN ON THIS

PLAN IS CORRECT AND ACCURATE

PE078692 (AGENT) DATE

SURVEY INFORMATION

SURVEY PREPARED BY:

LUPOLD SURVEYING & MAPPING

339 E. OLD YORK RD.

CARLISLE, PA 17015

515510

50049549

527530535

520515

526 530

550555

N/F Shortridge, Molly S.

PID: 38-000-PD-0015

DB 2297 PG 6805

N/F McCurdy Family LP

PID: 38-000-PD-0014

DB 2460 PG 8259

N/F Lindoerfer, William J. & Linda J.

PID: 38-000-01-0330

DB 1415 PG 8166

LOT - 30

N/F Monserrate Family Trust

PID: 38-000-01-0331

DB 2805 PG 7738

LOT - 31

N/F Foster, Joseph J. & Tara A.

PID: 38-000-01-0332

DB 2390 PG 1745

LOT - 32

N/F Johnson, Brady O. & Donna B.

PID: 38-000-01-0333

DB 1680 PG 8876

LOT - 33

N/F Klovo Arni & Brook

PID: 38-000-01-0334

DB 2530 PG 5665

LOT - 34

N/F Bollinger, Jay H. & Kerri S.

PID: 38-000-01-0335

DB 2483 PG 6574

LOT - 35

N/F Gustafson, Daniel J.

PID: 38-000-01-0336

DB 2767 PG 7881

LOT - 36

N/F Hanshaw, Rhonda R.

PID: 38-000-01-0337

DB 1900 PG 7311

LOT - 37

N/F Klesser, Eugene L. II

PID: 38-000-01-0338

DB 2240 PG 8125

LOT - 38

N/F Reiner, Kenneth G. & Smith-Reiner, Kimberly

PID: 38-000-01-0339

DB 2507 PG 4355

LOT - 39

N/F Standford, Tammie L. & Gerald R.

PID: 38-000-01-0340

DB 2483 PG 4951

LOT - 40

N/F Sabol, Mark A. & Anita L.

PID: 38-000-01-0341

DB 1346 PG 0065

LOT - 41

N/F Easter, Kurt A.

PID: 38-000-01-0342

DB 2142 PG 7499

LOT - 42

N/F Gurung, Ganga Ram & Rupa

PID: 38-000-01-0343

DB 2807 PG 6866

LOT - 43

N/F Fry, Rupert JR & Potter, Debra Lynn

PID: 38-000-01-0109

DB 2368 PG 1953

Recreation Area and Vacated Township Road Lot 186A Plan Book Y Page 777

First Energy Transmission LIne ROW

First Energy Transmission LIne ROW

First Energy Transmission LIne ROW

First Energy Transmission LIne ROW X

X

X

X

X

X

X

X

X

X

Benchmark Concrete Monument N. 294470.428 E. 2179485.656

EL. 522.97

Benchmark Rebar With Cap N. 294212.446 E. 2179054.252

EL. 515.72

GRAVEL P

AD

' X

' W

IDE G

RAVEL D

RIVEWAY

OC-2

OC-1

M

EM

PH

O

R D

E

ST

AT

ES

ST

O

R M

W

AT

ER

B

AS

IN

R

EH

AB

IL

IT

AT

IO

N

M on ag ha n To w ns hi p

SHEET:

PROJECT NO.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

D

AT

E N

O

D

ES

C R

IP

TI

O N

Yo rk

C ou nt y, P A

BSP/MW

BSP/BG

BSP

CI

VI

L & E

NV

IR

ON

ME

NT

AL

E

NG

IN

EE

RI

NG

C

ON

SU

LT

AN

TS

TE

C

H N

O

LO

G Y w w w .k pi te ch no lo gy

.n et

Ea st H ar ris bu rg

S t.

D ills bu rg

PA

te l:

(7

) 5

-0 fa x:

7)

-0

EN

G

IN

EE

R

IN

G

SU

R

VE

YI

N

G

PL

AN

N

IN

G

C ar lis le

S t.

G et ty sb ur g, P A te l:

(7

) 3

-0 fa x:

(7

) 3

-0

So ut h 2n d St

Su nb ur y, P

A te l:

(5

) 2

-3 fa x:

(5

) 2

-2

K no eb el

, P ic ar el li, In c.

BIDDING

DOCUMENTS

F:

\E ng in ee rin g\ M un ic ip al

C lie nt s\

M on ag ha n To w ns hi p\

St or m w at er

\M em ph or d Es ta te s Ba sin s\ dw g\

C-

O

VE

RA

LL

L

AY

O U

T.

dw g

/1 5/

:2 an

P er va

SCALE IN FEET

1"=

80' 40' 80'

80' C-2

O

VE

R

AL

L

LA

YO

U

T

GENERAL NOTES:

1. BOUNDARY AND TOPOGRAPHIC CONDITIONS SHOWN HEREON ARE BASED ON A

FIELD SURVEY BY LUPOLD SURVEYING AND MAPPING IN DECEMBER 2023.

BEARINGS AND DISTANCES ARE BASED ON PA STATE PLANE GRID NORTH

REFERENCED TO FOUND MONUMENTATION.

2. UNDERGROUND UTILITIES ARE SHOWN BASED UPON SURFACE

INDICATION, PRIOR PLANS PREPARED BY OTHERS, UTILITY

COMPANY INFORMATION AND RECORDED INFORMATION, AS SUCH

THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY, AND

MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITY ON THIS

SITE. A PA ONE CALL WAS PERFORMED. SERIAL # 20233451053-000.

3. VERTICAL DATUM SHOWN HEREON IS BASED ON NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88) US SURVEY FEET.

4. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983

(NAD 83) PENNSYLVANIA STATE PLANE SOUTH ZONE, US SURVEY FEET.

4. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE

REPORT AND IS SUBJECT TO ALL ASSOCIATED EASEMENTS AND

DOCUMENTS (RECORDED AND UNRECORDED).

5. BENCHMARKS:

- A SET REBAR WITH CAP AT THE INTERSECTION OF AUTUMN DRIVE AND HILL

DRIVE (UNOPENED), ELEVATION: 515.72

- AN EXISTING CONCRETE MONUMENT ALONG AUTUMN DRIVE, ELEVATION:

522.97

LEGEND

- EX. STORMWATER EASEMENT

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text Sink Hole

AutoCAD SHX Text E

XXX

X

X X

X X

X

X

X X X X X

X

X

X X

GRAVEL PAD

30' X 30'

10' WIDE GRAVEL DRIVEWAY

OC-2

OC-1

INLET TYPE C

TG - 516.86

INV. IN. - 514.12 (15" SLCPP)

INV. OUT - 514.06 (15" SLCPP)

SUMP INV. - 511.06

INSTALL 15" INLET

SNOUT W/ BIOSKIRT

INLET TYPE C

TG - 515.74

INV. IN - 511.38 (15" CMP)

INV. OUT - 511.17 (15" CMP)

INSTALL 15" INLET

SNOUT W/ BIOSKIRT

PROP. OUTLET

STRUCTURE

TYPE M

TG 492.83

INV. IN 486.96 (15" X 24")

INV. OUT 485.98 (24" RCP)

M

EM

PH

O

R D

E

ST

AT

ES

ST

O

R M

W

AT

ER

B

AS

IN

R

EH

AB

IL

IT

AT

IO

N

M on ag ha n To w ns hi p

SHEET:

PROJECT NO.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

D

AT

E N

O

D

ES

C R

IP

TI

O N

Yo rk

C ou nt y, P A

BSP/MW

BSP/BG

BSP

CI

VI

L & E

NV

IR

ON

ME

NT

AL

E

NG

IN

EE

RI

NG

C

ON

SU

LT

AN

TS

TE

C

H N

O

LO

G Y w w w .k pi te ch no lo gy

.n et

Ea st H ar ris bu rg

S t.

D ills bu rg

PA

te l:

(7

) 5

-0 fa x:

7)

-0

EN

G

IN

EE

R

IN

G

SU

R

VE

YI

N

G

PL

AN

N

IN

G

C ar lis le

S t.

G et ty sb ur g, P A te l:

(7

) 3

-0 fa x:

(7

) 3

-0

So ut h 2n d St

Su nb ur y, P

A te l:

(5

) 2

-3 fa x:

(5

) 2

-2

K no eb el

, P ic ar el li, In c.

BIDDING

DOCUMENTS

F:

\E ng in ee rin g\ M un ic ip al

C lie nt s\

M on ag ha n To w ns hi p\

St or m w at er

\M em ph or d Es ta te s Ba sin s\ dw g\

C-

BA

SI

N

.d w g

/1 5/

:2 an

P er va

SCALE IN FEET

1"=

20' 10' 20'

20'

BA

SI

N

C-3

LEGEND

- PROPOSED MAJOR COUNTOUR

- PROPOSED MINOR COUNTOUR

- PROPOSED GRAVEL

- PROPOSED OPEN TOP CULVERT

- PROPOSED GATE

- CLEAR ALL TREES WITHIN 20 ' OF FENCE

AutoCAD SHX Text S

N66° 57' 07"W 517.47'

S38° 04' 56"W 40.00'

S51° 55' 04"E 56.67'

S22° 46' 51"E 320.68'

S17° 20' 42"E 331.04'

S50° 40' 48"W 244.32'

R eb ar

(Fnd

Iro n P in

(Fnd

R eb ar

(Fnd

R eb ar

(Fnd

Reb ar

(Fnd

San M

H

Rim

7.3

Inv In

1.0

Inv O ut

0.8

San M

H

Rim

3.6

Inv In

7.6

Inv O ut

7.6

Inv

9.6

(36 " C

MP)

(F lar ed End

Inv In

7.4

9 1 2"x

" O pe nin g

Inv In

7.5

2 1 2"x

" O pe nin g

Inl et

Typ e M

TG 53

3.8

Inv O ut

4.0 8 (

" R

CP)

Inv

1.4 5 (

" R

CP)

Inv O ut

2.0 0 (

" C

MP)

Inl et

Typ e C

TG 55

9.7

Tim be r W all

C hic ke n C ou p

4' Cha in Lin k 4 F en ce

4' Chicken Wire Fence

5' W oo de n Fe nc e

5 52

540 545

Play H ou se

She d

N/F Fos ter

, J os ep h J

Tara

A.

PID

: 3

8-0

-01 -03

DB 23

PG 17

LO

T - 3

N/F Jo hn so n, Brad y O

D on na

B.

PID

: 3

8-0

-01 -03

DB 16

PG 88

LO

T - 3

N/F Klov o A rni & Broo k

PID

: 3

8-0

-01 -03

DB 25

PG 56

LO

T - 3

N/F Boll ing er, Ja y H

Kerr i S

PID

: 3

8-0

-01 -03

DB 24

PG 65

LO

T - 3

N/F G us taf so n, Dan iel J.

PID

: 3

8-0

-01 -03

DB 27

PG 78

LO

T - 3

N/F H an sh aw

, R ho nd a R

PID

: 3

8-0

-01 -03

DB 19

PG 73

LO

T - 3

N/F Kles se r, E ug en e L

. II

PID

: 3

8-0

-01 -03

DB 22

PG 81

LO

T - 3

N/F The M em ph ord Esta tes

Hom eo wne rs

Ass oc iat ion

PID

: 3

8-0

-01 -00

.A0

DB 18

PG 47

Su m m er

D riv e50'

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

' S tor m Eas em en t

LO

T

INLET TYPE C

TG - 559.75

INV. OUT - 552.00 (36" CMP)

SUMP INV. - 549.00

INSTALL 36" INLET

SNOUT W/ BIOSKIRT

PROP. OUTLET

STRUCTURE

INLET TYPE M

TOP GRATE - 533.86

INV. IN 527.52 (12" X 12")

INV. IN 527.49 (12" X 36")

INV. OUT 524.08 (36" RCP)

M

EM

PH

O

R D

E

ST

AT

ES

ST

O

R M

W

AT

ER

B

AS

IN

R

EH

AB

IL

IT

AT

IO

N

M on ag ha n To w ns hi p

SHEET:

PROJECT NO.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

D

AT

E N

O

D

ES

C R

IP

TI

O N

Yo rk

C ou nt y, P A

BSP/MW

BSP/BG

BSP

CI

VI

L & E

NV

IR

ON

ME

NT

AL

E

NG

IN

EE

RI

NG

C

ON

SU

LT

AN

TS

TE

C

H N

O

LO

G Y w w w .k pi te ch no lo gy

.n et

Ea st H ar ris bu rg

S t.

D ills bu rg

PA

te l:

(7

) 5

-0 fa x:

7)

-0

EN

G

IN

EE

R

IN

G

SU

R

VE

YI

N

G

PL

AN

N

IN

G

C ar lis le

S t.

G et ty sb ur g, P A te l:

(7

) 3

-0 fa x:

(7

) 3

-0

So ut h 2n d St

Su nb ur y, P

A te l:

(5

) 2

-3 fa x:

(5

) 2

-2

K no eb el

, P ic ar el li, In c.

BIDDING

DOCUMENTS

F:

\E ng in ee rin g\ M un ic ip al

C lie nt s\

M on ag ha n To w ns hi p\

St or m w at er

\M em ph or d Es ta te s Ba sin s\ dw g\

C-

BA

SI

N

.d w g

/1 5/

:2 an

P er va

SCALE IN FEET

1"=

30' 15' 30'

30'

BA

SI

N

C-4

LEGEND

- PROPOSED MAJOR COUNTOUR

- PROPOSED MINOR COUNTOUR

- PROPOSED GRAVEL

- PROPOSED GATE

- PROPOSED MACADAM

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text Sink Hole

M

EM

PH

O

R D

E

ST

AT

ES

ST

O

R M

W

AT

ER

B

AS

IN

R

EH

AB

IL

IT

AT

IO

N

M on ag ha n To w ns hi p

SHEET:

PROJECT NO.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

D

AT

E N

O

D

ES

C R

IP

TI

O N

Yo rk

C ou nt y, P A

BSP/MW

BSP/BG

BSP

CI

VI

L & E

NV

IR

ON

ME

NT

AL

E

NG

IN

EE

RI

NG

C

ON

SU

LT

AN

TS

TE

C

H N

O

LO

G Y w w w .k pi te ch no lo gy

.n et

Ea st H ar ris bu rg

S t.

D ills bu rg

PA

te l:

(7

) 5

-0 fa x:

7)

-0

EN

G

IN

EE

R

IN

G

SU

R

VE

YI

N

G

PL

AN

N

IN

G

C ar lis le

S t.

G et ty sb ur g, P A te l:

(7

) 3

-0 fa x:

(7

) 3

-0

So ut h 2n d St

Su nb ur y, P

A te l:

(5

) 2

-3 fa x:

(5

) 2

-2

K no eb el

, P ic ar el li, In c.

BIDDING

DOCUMENTS

F:

\E ng in ee rin g\ M un ic ip al

C lie nt s\

M on ag ha n To w ns hi p\

St or m w at er

\M em ph or d Es ta te s Ba sin s\ dw g\

C-

CO

N

ST

RU

CT

IO

N D

ET

AI

LS

.d w g

/1

5/

:2 an P er va

C-5

C O

N

ST

R U

C

TI

O N

D

ET

IA

LS

5322 X 4

OUTLET STRUCTURE

CIRC.

TYPE

52530

ORIFICE "A"

2'x4' OUTLET STRUCTURE DETAIL N.T.S.

BOTTOM

ELEV.

SIZE

(IN.)

INVERT SIZE

(FT.)

GRATETYPE

ORIFICE "B"

SIZE

(IN.)

CIRC. 5263

PRECAST

INLET BOXTOP GRATE

ORIFICE "A"

INVERT

NOTE:

STEEL INLET GRATES TO

BE INSTALLED PER

MANUFACTURER'S

RECOMMENDATIONS.

BASIN NO.

4912 X 4CIRC. 48524485 CIRC. 48533

TRASH RACK

BASIN CROSS SECTION

N.T.S.

LIVE PLANTINGS

AND RAINGARDEN GRASS MIX

12" AMENDED SOIL MIX

MAINTENANCE OF BEST MANAGEMENT PRACTICES (BMP'S)

THE PROPERTY MANAGEMENT ASSOCIATION (PMA) SHALL BE SOLELY RESPONSIBLE FOR THE

OPERATION AND MAINTENANCE OF ALL STORMWATER MANAGEMENT FACILITIES. THE PMA

SHALL FOLLOW THE FOLLOWING MAINTENANCE SCHEDULE OUTLINED BELOW. 'STORM EVENT'

DEFINED AS TOTALING ONE INCH OR MORE IN 24 HOURS.

REPRESENTATIVES OF MONAGHAN TOWNSHIP MAY ACCESS THE SITE DURING NORMAL

BUSINESS HOURS FOR THE PURPOSE OF INSPECTING SWM FACILITIES.

DETENTION BASIN WITH SOIL AMENDMENTS

INSPECT OUTLET STRUCTURE FOR CONDITION AND CLOGGING, RECOMMENDED AT LEAST

FOUR TIMES PER YEAR.

SEDIMENT REMOVAL SHOULD BE CONDUCTED WHEN THE BASIN IS DRY. SEDIMENT SHOULD

BE PROPERLY DISPOSED OF AND THE DISTURBED AREAS IMMEDIATELY STABILIZED AND

REVEGETATED.

MOW AND TRIM VEGETATION AS NEEDED ON EMBANKMENTS AND ON BASIN FLOOR,

RECOMMENDED ANNUALLY, TO ALLOW FOR INSPECTION. MOW THE BASIN BOTTOM AT THE

HIGHEST SETTING (6" TO 8"). TREES AND SHRUBS SHOULD BE INSPECTED ANNUALLY TO

EVALUATE HEALTH AND NEED FOR REPLANTING. PREVENT AND REMOVE NOXIOUS AND

INVASIVE PLANTS.

REPLACE ANY MISSING RIP RAP OR MATTING FROM INFLOWS TO BASINS FROM THE STORM

DRAIN SYSTEM.

AMENDED SOILS

1. INSPECT ONCE PER YEAR AND AFTER ALL STORM EVENTS TOTALING ONE INCH OR MORE

IN A 24-HOUR PERIOD.

2. CHECK FOR ACCUMULATION OF SEDIMENT AND DEBRIS, REMOVE AS NECESSARY.

3. CHECK FOR EROSION AND STREAM BANK STABILITY, REPAIR AS NECESSARY.

4. CHECK VEGETATIVE CONDITIONS, REPAIR AS NECESSARY.

5. CHECK FOR INVASIVE SPECIES, REMOVE AS NECESSARY.

ALL WASTES AND MATERIALS DEPOSITED IN AND REMOVED FROM POST-CONSTRUCTION

STORMWATER MANAGEMENT (PCSM) BMP FACILITIES AND FROM IMPERVIOUS AREAS (EX.

SWEEPING OF STREETS & PARKING LOTS) DURING OPERATION AND MAINTENANCE SHALL BE

REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH THE

DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET.SEQ.,

271.1, AND 287.1 ET.SEQ. NO WASTE MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR

DISCHARGED AT THE SITE.

TYPE

WEIR "C"

SIZE

(W x H)

RECT. 5273' x 1'

INVERT

RECT. 4872.5' x 1'

WEIR "C"

ORIFICE "B"

TRASH RACK

OPEN TOP CULVERT SIZING GENERAL DETAILS

OPENING

DIMENSIONS

TIMBER PLANKS

DIMENSIONS

COMPACTED

BACKFILL

DIMENSIONS

SPACERS RIPRAP APRON

3" X 8" 2 - 3" X 8" 1 - 3" X 12" 2 - 3" X 11"

1 EVERY 12"

STARTING 6"

FROM THE

BEGINNING OF

THE CULVERT

R-3 STONE

2' X 2' X .75' (L X W X D)

OPEN TOP CULVERT DETAILS

ID LENGTH INV. UP INV. DOWN

OC 1 11' - -

OC 2 11' - -

GRAVEL DRIVEWAY

CROSS-SECTION

SPECIFICATIONS

N.T.S.

#3 CLEAN STONE (6")

2A CLEAN STONE (6")

BACKFILL IN

NATIVE MATERIAL

PROCTOR USING

LIFTS TO 95%

MAXIMUM 8"

12"

AS REQ'D.

PROPOSED

PIPE

AND SLOPE

PIPE INV.

UNDISTURBED

SOIL

SEE PLAN(S)

TRENCH STABILIZATION

(USE ONLY AS DIRECTED

BY THE ENGINEER)O.D.+ 16"

UNDISTURBED

SOIL

O.D.

BACKFILL

INITIAL

12" MIN.

STONE

2A MODIFIED

COMPACTED

SCALE: N.T.S.

NOTE: USE IN GRASS AND PAVEMENT AREAS.

TRENCH CONSTRUCTION for PIPE

PAVEMENT SECTION DETAIL

BE ACCORDING TO THE TOWNSHIP

PAVEMENT RESTORATION SHALL

PADOT 2A MOD.

INSTALLATION/RESTORATION

6"

HOLE CAST

3'-9 1/4''

PLAN

SECTION

* AS REQ'DBOX HEIGHT

4'-6'' MAX

6''

FROM 2'' TO 48''

RISER SECTIONS AVAILABLE

#3 REBAR @ 12''

6"

6''

6''

6''

2'-0''

N.T.S.

PRECAST 2' x 4' INLET BOX DETAIL

# 3 REBAR

8''

2'-2 1/2'' 3'-0''

4'-9 1/4''

3'-11 3/4"

STEEL GRATE

STRUCTURAL

PLAN

M INLET TOP

N.T.S.

2' X 4' TYPE M INLET TOP DETAIL (I-2 AND I-4)

SECTION

HOLE CAST

SECTION

AS REQ'D

BOX HEIGHT

4'-6'' MAX

FROM 2'' TO 48''

RISER SECTIONS AVAILABLE

#3 REBAR @ 12''

6"

N.T.S.

PRECAST 2' x 4' INLET BOX SNOUT DETAIL

3'-0'' SUMP

515510

50049549

527530535

520515

526 530

550555

N/F Shortridge, Molly S.

PID: 38-000-PD-0015

DB 2297 PG 6805

N/F McCurdy Family LP

PID: 38-000-PD-0014

DB 2460 PG 8259

N/F Lindoerfer, William J. & Linda J.

PID: 38-000-01-0330

DB 1415 PG 8166

LOT - 30

N/F Monserrate Family Trust

PID: 38-000-01-0331

DB 2805 PG 7738

LOT - 31

N/F Foster, Joseph J. & Tara A.

PID: 38-000-01-0332

DB 2390 PG 1745

LOT - 32

N/F Johnson, Brady O. & Donna B.

PID: 38-000-01-0333

DB 1680 PG 8876

LOT - 33

N/F Klovo Arni & Brook

PID: 38-000-01-0334

DB 2530 PG 5665

LOT - 34

N/F Bollinger, Jay H. & Kerri S.

PID: 38-000-01-0335

DB 2483 PG 6574

LOT - 35

N/F Gustafson, Daniel J.

PID: 38-000-01-0336

DB 2767 PG 7881

LOT - 36

N/F Hanshaw, Rhonda R.

PID: 38-000-01-0337

DB 1900 PG 7311

LOT - 37

N/F Klesser, Eugene L. II

PID: 38-000-01-0338

DB 2240 PG 8125

LOT - 38

N/F Reiner, Kenneth G. & Smith-Reiner, Kimberly

PID: 38-000-01-0339

DB 2507 PG 4355

LOT - 39

N/F Standford, Tammie L. & Gerald R.

PID: 38-000-01-0340

DB 2483 PG 4951

LOT - 40

N/F Sabol, Mark A. & Anita L.

PID: 38-000-01-0341

DB 1346 PG 0065

LOT - 41

N/F Easter, Kurt A.

PID: 38-000-01-0342

DB 2142 PG 7499

LOT - 42

N/F Gurung, Ganga Ram & Rupa

PID: 38-000-01-0343

DB 2807 PG 6866

LOT - 43

N/F Fry, Rupert JR & Potter, Debra Lynn

PID: 38-000-01-0109

DB 2368 PG 1953

Recreation Area and Vacated Township Road Lot 186A Plan Book Y Page 777

First Energy Transmission LIne ROW

First Energy Transmission LIne ROW

First Energy Transmission LIne ROW

First Energy Transmission LIne ROW X

X

X

X

X

X

X

X

X

X

Benchmark Concrete Monument N. 294470.428 E. 2179485.656

EL. 522.97

Benchmark Rebar With Cap N. 294212.446 E. 2179054.252

EL. 515.72

GRAVEL P

AD

' X

' W

IDE G

RAVEL D

RIVEWAY

OC-2

OC-1

M

EM

PH

O

R D

E

ST

AT

ES

ST

O

R M

W

AT

ER

B

AS

IN

R

EH

AB

IL

IT

AT

IO

N

M on ag ha n To w ns hi p

SHEET:

PROJECT NO.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

D

AT

E N

O

D

ES

C R

IP

TI

O N

Yo rk

C ou nt y, P A

BSP/MW

BSP/BG

BSP

CI

VI

L & E

NV

IR

ON

ME

NT

AL

E

NG

IN

EE

RI

NG

C

ON

SU

LT

AN

TS

TE

C

H N

O

LO

G Y w w w .k pi te ch no lo gy

.n et

Ea st H ar ris bu rg

S t.

D ills bu rg

PA

te l:

(7

) 5

-0 fa x:

7)

-0

EN

G

IN

EE

R

IN

G

SU

R

VE

YI

N

G

PL

AN

N

IN

G

C ar lis le

S t.

G et ty sb ur g, P A te l:

(7

) 3

-0 fa x:

(7

) 3

-0

So ut h 2n d St

Su nb ur y, P

A te l:

(5

) 2

-3 fa x:

(5

) 2

-2

K no eb el

, P ic ar el li, In c.

BIDDING

DOCUMENTS

F:

\E ng in ee rin g\ M un ic ip al

C lie nt s\

M on ag ha n To w ns hi p\

St or m w at er

\M em ph or d Es ta te s Ba sin s\ dw g\

ES

-1

O

VE

RA

LL

E

S

PL

AN

.d w g

/1

5/

:2 an P er va

SCALE IN FEET

1"=

80' 40' 80'

80' ES-1

ER

O

SI

O

N

S

ED

IM

EN

T C

O N

TR

O

L

PL

AN

O

VE

R

AL

L

LEGEND

- LIMIT OF DISTURBANCE (0.79 ACRE)

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text Sink Hole