5-MVB-143 Plan Valley Rd Storm 2026-0206.pdf

EDGEHILL DR

MILLERSVILLE PKEMICHELLE DR

ST PAUL C

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BETZ FARM DR

GREEN HILL DR

HAWLEY DR

LITTLE BROOK RD

STRATFORD RD

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DEEP HOLLOW

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SPRING RIDGE LN

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VALLEY RD

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CEMETERY DR

WABANK STRABBIT

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TIM

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VILLAGE GREEN LN

BLUE RIDGE DRGLE

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LA

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MANOR VIEW DR

WALNUT LN

OAK KNOLL CLE CHARLO

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PENN VIEW

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COLONIAL AVE

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BRENNEMAN AVE

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W CHARLOTTE ST

BRENNER ST

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MILLERSVILLE RD

HONEYSUCKLE

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CIRCLE RD BARTON DR

W COTTAGE AVE

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MODEL AVE

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MILLRACE DR

GREEN SPRING CIR

ANNE ST

CEDAR HURST CIR

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UAKER HILLS RD

OAK RIDGE DR

LEAMAN AVE

BENDER AVE

BA

RBA

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KREADY AVE

E NEW ST

NORMAL AVE

E FREDERICK ST

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N BAUSMAN DR

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HEATON DR

BROOKVIEW

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SHERTZER LN

SPRING DR

CREEK DR

PARK LN

STRATFORD RD

PILGRIM DR

SITE

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LOCATION MAP

SCALE: 1" = 2000'

GENERAL NOTES

1. DO NOT SCALE FROM DRAWINGS.

2. ALL DIMENSIONS AND GRADES SHOWN ON THESE PLANS SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY RAV ASSOCIATES IF ANY DISCREPANCIES OR OMISSIONS ARE FOUND. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR

FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON

THESE PLANS IF ENGINEER IS NOT NOTIFIED. RAV ASSOCIATES RESERVES THE RIGHT TO

CORRECT THESE DRAWINGS.

3. ANY CHANGES TO THIS PLAN AFTER THE DATE OF PLAN PREPARATION OR LATEST REVISION SHALL

NOT BE THE RESPONSIBILITY OF RAV ASSOCIATES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY DAMAGED OR

DESTROYED EXISTING SITE FEATURES THAT ARE TO REMAIN.

5. CONTRACTOR TO REMOVE TREES, STUMPS, AND SHRUBS WHERE NOTED ON THE PLAN OR AS

REQUIRED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS ITEM.

6. ALL WORK DENOTED WITH AN (*) ASTERISK SHALL BE CONSIDERED INCIDENTAL WORK. NO

SEPARATE PAYMENT WILL BE MADE FOR THESE ITEMS. *COST OF THIS ITEM TO BE INCLUDED IN

THE VARIOUS ITEMS LISTED IN THE PROPOSAL.

7. THE QUANTITIES, AS SHOWN IN THE PROPOSAL, ARE SLIGHTLY HIGHER THAN THOSE REFLECTED ON THE PLAN. THIS HIGHER QUANTITY (IN THE PROPOSAL) REFLECTS AN IF AND WHERE QUANTITY

FOR RECONSTRUCTED PAVEMENT AREAS.

8. SEED ALL SLOPES AND OTHER DISTURBED AREAS. REFER TO PENN DOT SPECIFICATIONS,

SECTION 804.3 FOR THE APPROPRIATE SEEDING FORMULA.

STORM SEWER NOTES

1. ALL INLETS SHALL BE EQUIPPED WITH STRUCTURAL STEEL BICYCLE-SAFE GRATES.

2. ALL RCP PIPES SHALL BE CLASS 3 TYPE "A" AS PER PENNDOT PUB 408 SPECIFICATIONS. ALL

JOINTS SHALL BE WATERTIGHT UNLESS USED AS COMBO STORM SEWER UNDERDRAIN.

3. ALL SLCPP PIPES SHALL BE TYPE "S". ALL JOINTS SHALL BE WATERTIGHT.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY DEBRIS AND FLUSH OUT ALL

EXISTING AND PROPOSED STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE

COMPLETION OF CONSTRUCTION.

5. ALL INLETS 5 FEET DEEP AND OVER ARE REQUIRED TO HAVE LADDER RUNGS.

MAINTENANCE AND PROTECTION OF TRAFFIC NOTES

1. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE

WITH PENN DOT PUBLICATION 213, "WORK ZONE TRAFFIC CONTROL," DATED JUNE, 2014 OR MOST

CURRENT.

UTILITY NOTES

1. LOCATION OF ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND HAVE NOT BEEN

FIELD-VERIFIED. UNDERGROUND UTILITIES HAVE BEEN IDENTIFIED BASED ON THE BEST

AVAILABLE INFORMATION AS PROVIDED BY THE UTILITY COMPANIES IN ACCORDANCE WITH ACT 121

REQUIREMENTS.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING

UTILITIES, AND ALL EFFORTS SHALL BE UNDERTAKEN TO PROTECT EXISTING UTILITIES AND

MAINTAIN UNINTERRUPTED SERVICE. ANY DAMAGE TO UTILITIES BY THE CONTRACTOR SHALL BE

REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ANY UTILITY RELOCATIONS.

4. LOCATIONS OF EXISTING LATERALS ARE NOT INDICATED ON THE PLAN. LOCATIONS WILL BE

MARKED IN THE FIELD BY THE RESPECTIVE UTILITY COMPANIES WHERE NECESSARY.

5. MANHOLES, WATER VALVES AND BOXES, AND ANY OTHER UTILITIES SHALL BE ADJUSTED TO FIT

THE FINISHED SURFACE AS REQUIRED. THE COST OF THIS WORK SHALL BE INCLUDED IN THE BID PRICE OF THE VARIOUS ITEMS LISTED IN THE PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE

PAID UNDER THIS ITEM.

6. THE CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN SANITARY SEWER/WATER LINES AND OTHER UTILITIES. IF THE VERTICAL SEPARATION CANNOT BE

ACCOMPLISHED, A MINIMUM OF 10 FEET OF CONCRETE ENCASEMENT SHALL BE INSTALLED

AROUND THE SANITARY SEWER OR WATER PIPE CENTERED ON THE UTILITY CROSSING.

7. ALL WATER LINE CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST

STANDARDS OF LANCASTER CITY AND SHALL BE SUBJECT TO APPROVAL BY THEIR ENGINEER.

8. ALL SANITARY SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE

LATEST STANDARDS OF THE SEWER DEPARTMENT AND SHALL BE SUBJECT TO APPROVAL BY

THEIR ENGINEER.

SURVEY NOTES

1. PROPERTY BOUNDARY AND EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM A FIELD

SURVEY PERFORMED BY MAGNORTH, COMPLETED ON AUGUST 7, 2025.

2. BENCHMARK: MAG NAIL SET 0.5' N.W. OF CURB LINE ALONG S.E. SIDE OF VALLEY ROAD.

2.1. ELEVATION: 324.75

2.2. DATUM: NAVD 88

2.3. CONTOUR INT: 1 FOOT

3. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN DATUM OF 1983,

ADJUSTMENT 2011, (NAD 83/2011), PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH

ZONE 3702. ESTABLISHED FROM KEYNET GPS VRS NETWORK.

4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH.

5. UNDERGROUND UTILITIES HAVE BEEN SHOWN ACCORDING TO INFORMATION PROVIDED BY

OTHERS AND MUST BE FIELD-VERIFIED PRIOR TO CONSTRUCTION, EXCAVATION, OR BLASTING. THE ACTUAL LOCATIONS OF THESE UTILITIES HAVE NOT BEEN FIELD-VERIFIED, AND THE LOCATIONS

ARE APPROXIMATE. RAV ASSOCIATES DOES NOT MAKE ANY REPRESENTATION, WARRANTY,

ASSURANCE OR GUARANTEE THAT THE UNDERGROUND UTILITY LOCATION INFORMATION

PROVIDED BY OTHERS AS REFLECTED ON THESE DRAWINGS IS CORRECT AND ACCURATE.

MAGNORTH AND RAV ASSOCIATES ASSUME NO RESPONSIBILITY FOR ANY DAMAGE INCURRED AS A

RESULT OF UNDERGROUND UTILITIES OMITTED OR INACCURATELY SHOWN.

CONSTRUCTION PLAN

FOR

VALLEY ROAD STORM SEWER

NORTH

LOCATION MAP

LIST OF PUBLIC UTILITIES

COMPANY: MILLERSVILLE BOROUGH

ADDRESS: 100 MUNICIPAL DR

MILLERSVILLE, PA. 17551

CONTACT: LESLIE MCMULLEN

EMAIL:

lmcmullen@millersvilleborough.org

PHONE: 717-381-6184

COMPANY: LANCASTER CITY OF

ADDRESS: 150 PITNEY ROAD

LANCASTER, PA. 17601

CONTACT: BENJAMIN PERWIEN

EMAIL: bperwien@cityoflancasterpa.gov

PHONE: 717-735-0341

COMPANY: PPL ELECTRIC UTILITIES

CORPORATION

ADDRESS: 4810 LYCOMING MALL

MONTOURSVILLE, PA. 17754

CONTACT: PAMELA SEITZER

EMAIL: pdseitzer@pplweb.com

PHONE: 570-368-5394

COMPANY: UGI UTILITIES INC

ADDRESS: 1301 AIP DR

MIDDLETOWN, PA. 17057-5987

CONTACT: GEOFFREY FERGUSON

EMAIL: GFERGUSON@UGI.COM

PHONE: 610-807-3118

STOP! CALL 811 or 1-800-242-1776 (TOLL FREE) PA Act 287 (As Amended) requires notification to ONE CALL SYSTEM 3 working days for construction phase and 10 working days for design phase before you excavate.

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Before You Dig Anywhere

PENNSYLVANIA ONE CALL SYSTEM, Inc.

Design Engineer: RAV ASSOCIATES Date Called: 10/21/2025 Verification No: 20252941323

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Sheet List Table Sheet Number Sheet Title

01 Cover

02 CONSTRUCTION PLAN

03 DETAIL SHEET

EW-1

I-2

TG=324.80

36' OF 36" SLCPP

I-3

TG=324.88

31' OF 36" RCP

PROPOSED CURB

PROPOSED CURB

RIP RAP APRON

(SEE DETAIL)

ENCASE EXISTING

WATER MAIN IN

CONCRETE (8 LF)

I-4

TG=324.80

11' OF 18" RCP

I-5

TG=324.90

10' OF 18" RCP

SET BOX 1FT BEHIND CURB.

SET TOP SLAB OPENING

TO MATCH CURB FACE.

POUR CONC. CRADLE

ON BOTH SIDES OF

PROPOSED PIPE TO

PROTECT SEWER MAIN

PROPOSED WALK

*CONNECT EXISTING

4" PVC TO NEW INLET

20' WIDE CONSTRUCTION

EASEMENT

20'

67'

*CONNECT EXISTING PIPE

TO NEW INLET

*CONNECT EXISTING PIPE

TO NEW INLET

Scale: Horz. 1"= 20', Vert. 1"= 5' Profile: EW-1 TO I-3

310.00

320.00

330.00

310.00

320.00

330.00

9+50 10+00 11+00 12+00

Scale: Horz. 1"= 20', Vert. 1"= 5' Profile: I-2 TO I-4

310.00

320.00

330.00

310.00

320.00

330.00

9+50 10+00 11+00

Scale: Horz. 1"= 20', Vert. 1"= 5' Profile: I-3 TO I-5

310.00

320.00

330.00

310.00

320.00

330.00

9+50 10+00 11+00

36' OF 36" SLCPP @ 1.20%

Min Fill Ht. = -3.78 Max Fill Ht. = 4.74

31' OF 36" RCP @ 1.00%

Min Fill Ht. = 1.41 Max Fill Ht. = 2.09

I-2 (TYPE 4 BOX)

TG=324.80 (TYPE C TOP)

INV IN = 319.84 (36" RCP)

INV IN = 321.08 (18" RCP)

INV OUT = 317.48 (36" SLCPP)

I-3 (TYPE 6 BOX)

TG=324.88 (TYPE C TOP)

INV IN = 321.15 (18" RCP)

INV OUT = 320.15 (36" RCP)

EW-1

INV IN = 317.05 (36" SLCPP)

I-4 (STANDARD BOX)

TG=324.80 (TYPE C TOP)

INV OUT = 321.19 (18" RCP)

11' OF 18" RCP @ 1.03%

Min Fill Ht. = 2.00

Max Fill Ht. = 2.14

I-2 (TYPE 4 BOX)

TG=324.80 (TYPE C TOP)

INV IN = 319.84 (36" RCP)

INV IN = 321.08 (18" RCP)

INV OUT = 317.48 (36" SLCPP)

I-3 (TYPE 6 BOX)

TG=324.88 (TYPE C TOP)

INV IN = 321.15 (18" RCP)

INV OUT = 320.15 (36" RCP)

I-5 (STANDARD BOX)

TG=324.90 (TYPE C TOP)

INV OUT = 321.29 (18" RCP)

10' OF 18" RCP @ 1.51%

Min Fill Ht. = 1.98 Max Fill Ht. = 2.04

PROPOSED GRADE

TBR

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Scale: 1" = 20'

20 6040200 EXISTING CONDITIONS

N

CONSTRUCTION PLAN

PAVEMENT CHART

NOT TO SCALE

ID DEPTH COURSE DESCRIPTION AGG. PG ESALS

A 1 12" S.A.M.D., WMA WEARING, SRL-H 9.5 MM PG 64-22 0.3 TO 3.0 M.

B 5" S.A.M.D., WMA BASE 25 MM PG 64-22 0.3 TO 3.0 M.

C 3" 2A COURSE AGGREGATE SUBBASE

S.A.M.D. = SUPERPAVE ASPHALT MIXTURE DESIGN

PAVEMENTNOTE:

FOR FILLS GREATER THAN 4 FEET SEE

PENN D.O.T. RC-30M REVISED II FOR

BACKFILL REQUIREMENTS.

TRENCH DETAIL (STORM SEWER)

EXISTING PAVEMENT

NOT TO SCALE

1' 0D 1'

LAWN

FI

LL

D

EP

TH

6"

12"

8"

12" MIN

2A COARSE AGGREGATE

SUITABLE BEDDING EARTH

SUBJECT TO THE APPROVAL

OF THE ENGINEER

(A) SEE PAV'T CHART

(B) SEE PAV'T CHART

(C) SEE PAV'T CHART

4" TOPSOIL & SEED

SUITABLE COMPACTED

BACKFILL

CLASS A BEDDING

AASHTO No. 8 STONE OR AASHTO No. 57 STONE

ROCK OR HARD SHALE

SAW CUT JOINT NEAT & SQUARE

SEAL WITH EMULSIFIED ASPHALT

3" EACH SIDE OF JOINT

PAVEMENT RESTORATION LOCAL STREET

(UNDISTURBED)

SEAL JOINT WITH

EMULSIFIED ASPHALT

3" EACH SIDE OF JOINT

(NOT TO SCALE)

2'0" (TYP)

1" 5"

SAW CUT

PAVEMENT

EXISTING

SEE PAVEMENT CHART

A

B C

SEAL JOINT

WITH EMULSIFIED

ASPHALT

COMPACTED FIRM

EVEN SURFACE

6" PLAIN CEMENT CONCRETE CURB

NOT TO SCALE

TYPICAL CROSS-SECTION

CONTRACTION JOINT SPACING

20'-0" MAX. TO 4'-0" MIN.

DETAIL 'A'

CONTRACTION JOINT

CONTRACTION JOINT

SEE DETAIL 'A' ABOVE

SAW CUT

1/4" RADIUS

CLASS AA CEMENT CONCRETE

3/4" RADIUS

2" DEEP

3/16" WIDE

7" 8"

18"

6" & VARIES

CONCRETE SIDEWALK 4" THICK DETAIL

NOT TO SCALE

CONCRETE WALK, CLASS AA

AASHTO NO. 57

4"

4"

GUTTER LINE

CURB TRANSITION DETAIL - ROLLED

NOT TO SCALE

VARIES

PAVEMENT SURFACE

STANDARD STRAIGHT CURB

MID RADIUS, OR

PENNDOT ROW

END OF RADIUS

STANDARD ROLLED CURB

MODIFIED INLET TYPE 4 BOX (4'x4')

NOT TO SCALE

NOTES:

1. DESIGN: HS-25 TRAFFIC LOADING

2. BOX SHALL BE CONSISTENT WITH PUB 72 RC-46

3. CONCRETE STRENGTH: 4000 PSI MIN @ 28 DAYS

4. INLETS 5 FEET DEEP AND OVER ARE REQUIRED

TO HAVE LADDER RUNGS.

PROFILE VIEWPLAN VIEW

8" 1'

-0 " t o 6'

-0

1' -0

" t o

6' -0

AS REQUIREDTOP SLAB

2'

4' 5'

6"

6"

45 14"

MODIFIED INLET TYPE 6 BOX (6'x6')

NOT TO SCALE

NOTES:

1. DESIGN: HS-25 TRAFFIC LOADING

2. BOX SHALL BE CONSISTENT WITH PUB 72 RC-46

3. CONCRETE STRENGTH: 4000 PSI MIN @ 28 DAYS

4. INLETS 5 FEET DEEP AND OVER ARE REQUIRED

TO HAVE LADDER RUNGS.

PROFILE VIEWPLAN VIEW

8" 1'

-0 " t o 6'

-0

1' -0

" t o

6' -0

AS REQUIREDTOP SLAB

2'

6' 7'

6"

6"

45 14"

NOT TO SCALE

STANDARD CONSTRUCTION DETAIL #9-3

RIPRAP APRON AT PIPE OUTLET TO AN EXISTING CHANNEL

TYPE "C" INLET TOP

(NOT TO SCALE)

6" TYPE "C" INLET

CONCRETE TOP UNIT

6"

STRUCTURAL STEEL

BICYCLE SAFE GRATE

WHERE APPLICABLE

INLET BOX (2'x4')

NOT TO SCALE

PROFILE VIEWPLAN VIEW

NOTES:

1. DESIGN: HS-25 TRAFFIC LOADING

2. BOX SHALL BE CONSISTENT WITH PUB 72 RC-46

3. CONCRETE STRENGTH: 4000 PSI MIN @ 28 DAYS

4. INLETS 5 FEET DEEP AND OVER ARE REQUIRED

TO HAVE LADDER RUNGS.

4' 9 14"

2' 3'

3'-9 14"

1' T

O

1'

T O

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