Sol_140P2024R0032_Amd_0002.pdf

(x)

140P2024R0032 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

PDS

Denver CO 80225-0287 P.O. Box 25287 12795 W. Alameda Pkwy DOI, NPS, DSC Contracting Services

PDS

Denver CO 80225-0287 P.O. Box 25287 12795 W. Alameda Pkwy NPS, DSC Contracting Services Div

07/10/20240002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/09/2024

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

GRSM 149368 - Rehabilitate Sugarlands Headquarters, GRSM 149285 - Rehab Sugarlands Water and Wastewater Systems

The purpose of this Amendment 0001 is as follows:

1. Revise block 13 of the SF-1442 to change the due date for proposal submissions to 23

August 2024 at 5:00 PM ET.

2. Provide a copy of the July 30th, 2024, Site Tour Agenda and Sign-In Sheet.

3. Provide redline version of changes to the HQ C2.0 through C4.0 drawings which removes certain areas of scope associated with concrete curbs and asphalt paving.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Matthew Carpenter

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 15

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140P2024R0032/0002

4. Provide redline version of changes to the

Water C104 drawings which includes additional information regarding the asphalt concrete pavement mix.

All other terms and conditions of the solicitation remain the same.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

ATTACHMENT 1: SITE VISIT SIGN-IN SHEET

ATTACHMENT 2: SITE VISIT AGENDA

NPS SOLICITATION 140P2022R0121 GRSM 194285/149368 SUGARDLANDS HQ PRE-PROPOSAL

CONFERENCE AGENDA JULY 30, 2024

Location: Great Smoky National Park

Meeting time: 9:00 to 15:30 local time

Welcome: Welcome everyone and introduce yourself and make sure everyone is there for the Pre-proposal meeting.

Agenda for the meeting: 1st housekeeping, Park welcome, talk about the contractual requirements, then technical, natural and cultural, visitors, other park/project specific requirements, then walk the site.

Housekeeping: Discuss Restrooms.

Sign in sheet: Make sure you sign in. It will be posted in the next amendment.

Superintendent: Speak to the importance of the project.

Brief project report: Each PM talks about their part of project.

Solicitation: Estimated posting date: July 9, 2024 and can be found at www.SAM.gov by searching under the solicitation number 140P2024R0032.

Proposal Due Date: Remains August 13, 2024 at 16:00 noon Eastern Daylight time. Proposals shall be submitted via e-mail only to the following:

• CS_DSC_Proposal_Submission@nps.gov

• matthrew_carpenter@nps.gov

• julia_sullivan@nps.gov

Proposal Questions Due Date: Pre-proposal questions shall be submitted a minimum of 7 days prior to the due date and time for proposals. The Government will try to answer all the questions and post the questions and answers as an amendment prior to the due date of proposals. Please do not wait until the last day to submit your questions, submit them as soon as you can so that the Government has the time to research and answer in order to help you prepare your proposals.

Any questions received after that date/time there is no guarantee an answer will be provided. This information will be incorporated into the amendment with the sign in sheet for this meeting.

Proposal Question Process: DO NOT submit questions through SAM. Provide questions by email only to the solicitation primary points of contact, which is

Matthew Carpenter and Julia Sullivan. The questions need to be in writing as a http://www.sam.gov/ mailto:CS_DSC_Proposal_Submission@nps.gov mailto:matthrew_carpenter@nps.gov mailto:julia_sullivan@nps.gov matter of record. So even if you have a question that you believe could be answered over the phone, we need it documented and recorded within the contractor file as a matter of record. It is best to email us both so that the question does not get missed.

Prime POCs contact information: Julia Sullivan, Contract Specialist, julia_sullivan@nps.gov and Matthew Carpenter, Contracting Officer, matthew_carpenter@nps.gov.

Wage Determinations: Make sure all of your subcontractors incorporate the wage determinations into their proposals.

Work Hours: Ensure the work hours identified in Division 1 are considered when developing the proposed schedule.

Self-Performance: Page 30, clause 52.236-1 identifies the prime contractor self-performance requirement, the prime contractor is required to perform on site, with its own organization 15% of the total amount of work to be performed under the contract.

Key Personnel: For this project the Onsite-Superintendent cannot be responsible for or perform the Quality Control responsibilities. The person responsible for

Quality Control can perform other duties such as On-Site Safety Manager and or

Environmental for Quality Control and Safety. The persons proposed as key personnel are required to be the persons performing the work as proposed within

180 days.

Proposal Submission Requirements: The submission requirements begin on page

51 and are part of Section L.

Proposal Evaluation Criteria: The evaluation criteria begins on page 55 and are part of Section M.

Evaluation/Selection/Award Schedule: Process will likely take 30 days at a minimum. Do not call, your firm will be notified as soon as possible.

Evaluation Process: We first do a responsibility check on the offeror to ensure they are an interested party. Next the technical proposals are reviewed and evaluated by the Technical Panel and consensus ratings are prepared. The Panel presents the finding to the Source Selection Authority and if it is determined the evaluation was consistent and performed only against the solicitation requirements, mailto:julia_sullivan@nps.gov mailto:matthew_carpenter@nps.gov the prices are revealed and the tradeoff process begins. Trading the benefits against the costs to establish which offeror is the best value to the Government.

Importance/Weights: Non-Price Factors: Factors are listed in descending order of importance. Overall: All evaluation factors other than price, when combined are significantly more important than price. Best Value means – the ultimate decision will be based on an assessment of whether the difference in the technical and management merit of the proposals is worth the difference in the price. Even if technical is significantly more important than price, selection of a lower-proposed price is justified if the SSA determines that the technical and management benefits offered by the higher priced offeror are not worth the higher cost.

Notice to Proceed Date: The Notice to Proceed is expected to be issued as soon as the bonds and insurance are received and approved, bonds and insurance are due

10 days after contract award. (Estimated September 2024)

Period of Performance: 550 calendar days.

Advice:

• Review ALL solicitation requirements so that you have time to ask questions.

• You will be best served if you ask questions as opposed to making assumptions.

• Do not be generic and provide boiler plate narratives, be specific to this requirement.

• With the project experience, be clear on what you performed, do not try to present work that was not actually performed by your company.

• Ensure references are the actual customer and the contact information is up to date.

• Ensure you review the bid sheet thoroughly and that all identified quantities and measurements seem reasonable for the proposed work.

Now is your opportunity, if you see errors (patent defects), it is your responsibility to identify them now, not after contract award. If you choose to wait until after award, you could be held responsible for the associated costs.

Technical:

1. Site Access

2. Staging and Parking

3. Natural Resources

4. Cultural Resources

5. Visitors

6. Park Specific expectations

7. Project Specific Requirements (walkthrough)

DISCLAIMER:

Any information obtained from today’s meeting shall not be interpreted as additional contract requirements or changes to the contract requirements. All terms and conditions are documented within the solicitation and its amendments. All proposals shall be based upon those documents.

ATTACHMENT 3: REVISIONS TO DRAWINGS

WM

HEADQUARTERS BUILDING

PORCH

BUILDING

OVERHANG (TYP.)

FF=1463.27

DOOR TOP OF STEPS

FF=1452.82

DOOR BELOW STEPS

FF=1452.85

FF=1452.81

STONE CURB

(TYP.)

STONE CURB

(TYP.)

CONCRETE

CURB (TYP.)

COLUMN

(TYP.)

CONCRETE

WALK (TYP.)

CONCRETE

WALK (TYP.)

DUMPSTER

PAD

ASPHALT

ASPHALT

ASPHALT

ASPHALT

WOOD

STOCKADE

FENCE

WOOD

SPLIT RAIL

FENCE

HANDRAIL

(TYP.)

PAVEMENT

PATCH

PAVEMENT

PATCH

SIGN

(TYP.)

SIGN

(TYP.)

STONE

STEPS

STONE

STEPS

STONE

STEPS

STONE

STEPS

TIMBER

CURB

12" TREE

24"

POPLAR

24"

POPLAR15" OAK

15"

HEMLOCK

15" OAK

24"

MAPLE

24"

POPLAR

40"

HEMLOCK

30"

HEMLOCK

24"

HEMLOCK

38"

SYCAMORE

12"

HOLLY

30" MAPLE

24"

HEMLOCK

60" ELM

12"

HEMLOCK

OAK

24"

HEMLOCK

33"

HEMLOCK

30" OAK

36" MAPLE

24"

HEMLOCK

24"

HEMLOCK 28" ELM

24" MAPLE

24"

HEMLOCK

28"

HEMLOCK

18"

HICKORY

18"

DOGWOOD

10"

HEMLOCK

10"

HEMLOCK

8"

HEMLOCK

8"

HEMLOCK 8"

HEMLOCK

36"

POPLAR

24"

HEMLOCK

10"

POPLAR

28"

HEMLOCK

48"

POPLAR

28"

HEMLOCK

4" POLAR

8" POLAR

18" HEMLOCK

STONE

BORDER

(TYP.)

STONE

BORDER

(TYP.)

STONE

BORDER

(TYP.)

STONE

WALL

STONE

WALL STONE

WALL

STONE

WALL

DOWNSPOUT

(TYP.)STORM YDI

RIM=1451.20

INV=1448.59

SEWER MH

RIM=1455.04

INV=1448.09

INV=1447.98

STORM DI

RIM=1453.90

INVERTS

INACCESSIBLE

STORM DI

RIM=1453.35

INVERTS

INACCESSIBLE

STORM DI

RIM=1455.17

INVERTS

INACCESSIBLE

STORM DI

RIM=1455.80

INVERTS

INACCESSIBLE

STORM DI

RIM=1455.43

INVERTS

INACCESSIBLE

ELECTRIC LINE

PAINT RED

(TYP.)

LIGHT

POLE

UTILITY

POLE

UTILITY

POLE

STORM MH

RIM=1453.16

INV=1450.06

INV=1446.65

INV=1446.65

8" PVC

12"

TERRA

STORM MH

RIM=1454.15

INV=1450.29

INV=1450.22

INV=1447.30

INV=1447.25

12"

TERRA

12" TERRA COMMUNICATION LINE

PAINT ORANGE (TYP.)

WATER

METER

FIRE

HYDRANT

FIRE

HYDRANT

WELL

WELL

61 1462

14551455

CONCRETE MONUMENT

GRSM 3

N=502197.4191 E=2700009.2907

EL=1456.26

CONCRETE MONUMENT

GRSM 4

N=502144.9249 E=2699792.3162

EL=1454.43

WOOD

POST

TREELINE

(TYP.)

TREELINE

(TYP.)

CONCRETE

RAMP

CONCRETE

PAD

COMMUNICATION

BOX

METAL PIPE

1461.0'

1461.2'

1461.3' 1461.7' 1461.8' 1461.8' 1461.7' 1461.8'

1461.8' 1462.6'

1462.6' 1462.7'

1462.1' 1461.9'

1462.1'1462.1'1462.8'

1462.0'1462.0' 1461.6'

1461.9' 1462.2' 1462.1' 1462.2' 1462.2' 1462.2'

1461.9' 1461.9'

1461.8'1462.4'

1462.1' 1462.6'

1462.3'1462.3'1462.4'1462.4'1462.4' 1462.2'

1461.9'

1462.6' 1462.5'

1462.3' 1462.1' 1461.3'

1461.1' 1461.5'

1461.3' 1462.1' 1462.3'

1461.9'1461.1'

1461.1' 1461.6'

1460.8'

1454.5' 1454.5'

1454.2' 1454.2'

1456.7'

1456.2'

1457.1'1456.7'

1456.6'

1457.7' 1458.1'

1454.1'

1455.0'

1454.8' 1455.6'

1454.3'

1456.3'

1456.2'

1455.7'

1454.9' 1455.5'

1458.1' 1458.3'

1454.4'

1455.0'

1455.1'

1456.6'

1458.9'

1459.1'

1456.7'

1455.4'

1457.0'

1459.2'1459.3'

1456.7' 1459.8' 1459.9'

1460.9'1460.8'1460.2'1457.7'

1458.8'

1454.3'

TC1456.34'

TC1457.41'

FL1457.16'

FL1457.44'

TC1457.88'

TC1458.71'

FL1458.18'

FL1458.81'

TC1459.35'

TC1460.01'

FL1459.42'

FL1460.08'

TC1460.65'

TC1460.88'

FL1460.82'

TC1461.92'

FL1461.37'

FL1461.86'

TC1462.44'

FL1462.29'

TC1462.58'

TC1462.75'

FL1462.55'

TC1454.42'

TC1454.93'

FL1454.55'

TC1455.60'

FL1455.17'TC1455.58'

TC1453.13'

FL1452.60'

FL1453.41'

TC1453.77'

TC1454.25'

FL1453.77'

FL1454.30'

TC1454.67'

FL1454.64'

TC1455.19'

TC1455.43'

FL1455.03'

FL1455.16'

TC1455.55'

FL1455.16'

TC1455.77'

FL1455.23'

TC1455.64'

FL1455.14'FL1454.78'

TC1455.37'

TC1455.74'

FL1455.23'

FL1455.35'

TC1455.92'FL1455.29'

TC1455.89'TC1455.76'

FL1455.46'FL1455.65'

TC1455.99'

TC1455.88'FL1455.43'

FL1454.60'

TC1455.04'

TC1454.48'

FL1453.93'

FL1453.67'

TC1454.11'

TC1454.26'

FL1453.88'

TC1454.30'

FL1453.86'

TC1454.29'

FL1453.80'

FL1453.11'

TC1453.62'

EP1462.65'

EP1462.35'

EP1461.45'

EP1460.50'

EP1459.64'

EP1458.28'

EP1457.34'

EP1456.53'

EP1455.72'

EP1454.87'

EP1453.95'

EP1453.62'

EP1454.26'

EP1454.25'

EP1454.39'

EP1454.90'

EP1454.46'

EP1454.80'

EP1454.83'

EP1454.65'

EP1454.68'

WOOD

STOCKADE

FENCE

PROPANE

TANK

APPROX. LOCATION

EXISTING 3.5" WATERLINE

OVERHEAD

ELECTRIC SERVICE

TO BUILDING

STONE

WALL

MILL EXISTING

PAVEMENT TO 2" DEPTH

REMOVE CONCRETE PAVING

REMOVE AND SALVAGE STONE

CURBING (±123 LF); ANY STONE

CURBING SALVAGED BUT NOT

REUSED SHALL BE RETURNED TO

THE NPS AS DIRECTED BY CO.

COORDINATE LIMITS OF

CONCRETE PAVEMENT

REMOVAL WITH EXISTING

CONTROL JOINTS (TYP)

LIMITS OF MILLING

SAWCUT AND REMOVE

ASPHALT TO ALLOW

FOR CURB REMOVAL

REMOVE CONCRETE

PAVING (TYP)

REMOVE DRAIN INLET; PROVIDE

INLET PROTECTION PRIOR TO EARTH

DISTURBANCE AND REMOVAL

REMOVE 36± LF 12" TERRA COTTA

STORM DRAINAGE PIPE

REMOVE AND SALVAGE

PARKING SIGN; NEW

LOCATION TBD BY CO

LIMITS OF CONSTRUCTION

(TYP)

SEE ARCHITECTURAL PLANS

FOR HEADQUARTERS BUILDING

DEMOLITION INFORMATION

TREE PROTECTION

FENCING

REMOVE ACCESSIBLE

PARKING SIGN

TREE PROTECTION FENCING

REMOVE AND

SALVAGE STONE

CURBING (TYP)

TREE PROTECTION FENCING

SILT FENCE

SILT FENCE

SILT FENCE

LIMITS OF CONSTRUCTION (TYP)

REMOVE 57± LF 12" TERRA COTTA

SANITARY SEWER PIPE

EXISTING SANITARY SEWER

MANHOLE TO REMAIN

REMOVE FOUNDATION AND ROOF

DRAINAGE PIPING SYSTEM;

VERIFY LOCATIONS IN FIELD

PRIOR TO EARTH DISTURBANCE

REMOVE ACCESSIBLE PARKING SIGNAGE

INLET PROTECTION

REMOVE

DRAIN

INLET

TREE PROTECTION FENCING

REMOVE ACCESSIBLE PARKING

PAVEMENT MARKINGS AS

DIRECTED BY CO.

SEE MEP PLANS FOR CHILLER

REMOVAL AND INSTALLATION;

CONTRACTOR TO VERIFY IN

FIELD LOCATION OF EXISTING

CHILLER LINES FOR REMOVAL

BEGIN STONE

CURB SALVAGE

END STONE

CURB SALVAGE

EXCAVATION ZONE FOR

WATERPROOFING AND

FOUNDATION DRAIN INSTALLATION.

CONTRACTOR TO VERIFY

LOCATION OF ALL UTILITIES PRIOR

TO EXCAVATION; SEE

ARCHITECTURAL PLANS (TYP)

8.00'

CORE THROUGH EXISTING

WALL FOR REPLACEMENT

OF STORM PIPING; SEE C4.0

REMOVE OVERHEAD ELECTRIC

LINE; SEE MEP PLANS FOR

NEW UNDERGROUND

ELECTRIC SERVICE

SEE AS01 FOR CONSTRUCTION

ACCESS AND STAGING

REMOVE EXISTING

CONCRETE PAD

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

REHABILITATE SUGARLANDS HEADQUARTERS

GREAT SMOKY MOUNTAINS NATIONAL PARK

DM/ST

DM/ST

TJH

03/25/2024

ISSUED FOR BID 03/25/24

A/E FIRM:

LANDSCAPE ARCHITECT:

VHB

WILLIAMSBURG, VA

CIVIL ENGINEER:

VHB

WILLIAMSBURG, VA

OF

PKG.

NO. SHEET

DRAWING NO.

146799

68 155

TIM

OTHY J. HOGAN

STATE OF TEN NESSEE

A G R I C U L T U R E

C O MM E R C E

RE

GISTERED ENGINEER

N o . 1 2 2 9 1 3

03/25/2024

C2.0

DEMOLITION AND

EROSION & SEDIMENT

CONTROL PLAN

LEGEND

REMOVE CONCRETE

PAVING

TREE PROTECTION

FENCING

SILT FENCE

INLET PROTECTIONSALVAGE STONE

CURBING

LIMITS OF

CONSTRUCTIONMILL ASPHALT

PAVEMENT 2" DEPTH

REMOVE ASPHALT

PAVEMENT

REMOVE UTILITY

AS NOTED

0 40

SCALE OF FEET

SCALE A

EXCAVATION ZONE FOR

WATERPROOFING AND

FOUNDATION DRAINS

givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out

PORCH

BUILDING

OVERHANG (TYP.)

STONE CURB

(TYP.)

STONE CURB

(TYP.)

CONCRETE

CURB (TYP.)

COLUMN

(TYP.)

CONCRETE

WALK (TYP.)

CONCRETE

WALK (TYP.)

DUMPSTER

PAD

ASPHALT

ASPHALT

ASPHALT

ASPHALT

WOOD

STOCKADE

FENCE

WOOD

SPLIT RAIL

FENCE

HANDRAIL

(TYP.)

PAVEMENT

PATCH

PAVEMENT

PATCH

SIGN

(TYP.)

SIGN

(TYP.)

STONE

STEPS

STONE

STEPS

STONE

STEPS

STONE

STEPS

TIMBER

CURB

12" TREE

24"

POPLAR

24"

POPLAR15" OAK

15"

HEMLOCK

15" OAK

24"

MAPLE

24"

POPLAR

40"

HEMLOCK

30"

HEMLOCK

24"

HEMLOCK

38"

SYCAMORE

12"

HOLLY

30" MAPLE

24"

HEMLOCK

60" ELM

12"

HEMLOCK

OAK

24"

HEMLOCK

33"

HEMLOCK

30" OAK

36" MAPLE

24"

HEMLOCK

24"

HEMLOCK 28" ELM

24" MAPLE

24"

HEMLOCK

28"

HEMLOCK

18"

HICKORY

18"

DOGWOOD

10"

HEMLOCK

10"

HEMLOCK

8"

HEMLOCK

8"

HEMLOCK 8"

HEMLOCK

36"

POPLAR

24"

HEMLOCK

10"

POPLAR

28"

HEMLOCK

48"

POPLAR

28"

HEMLOCK

4" POLAR

8" POLAR

18" HEMLOCK

STONE

BORDER

(TYP.)

STONE

BORDER

(TYP.)

STONE

WALL

STONE

WALL STONE

WALL

STONE

WALL

ELECTRIC LINE

PAINT RED

(TYP.)

LIGHT

POLE

UTILITY

POLE

UTILITY

POLE

COMMUNICATION LINE

PAINT ORANGE (TYP.)

WATER

METER

FIRE

HYDRANT

FIRE

HYDRANT

WELL

WELL CONCRETE MONUMENT

GRSM 3

N=502197.4191 E=2700009.2907

EL=1456.26

CONCRETE MONUMENT

GRSM 4

N=502144.9249 E=2699792.3162

EL=1454.43

WOOD

POST

TREELINE

(TYP.)

TREELINE

(TYP.)

CONCRETE

RAMP

CONCRETE

PAD

COMMUNICATION

BOX

METAL PIPEWOOD

STOCKADE

FENCE

PROPANE

TANK

APPROX. LOCATION

EXISTING 3.5" WATERLINE

STONE

WALL

C5.2

REINSTALL SALVAGED

STONE CURBING 123'LF±

TO MATCH

PRE-CONSTRUCTION

CURB ALIGNMENT

C5.2

2" ASPHALT PAVEMENT

OVERLAY ±5,025 SF

C5.2 CONCRETE PAVING

END OF CURB

REPLACEMENT

C5.2

BITUMINOUS PAVEMENT REPAIR;

INSTALL AFTER CURB AND BEFORE

PAVEMENT OVERLAY

DETECTABLE

WARNING (TYP)

C5.2

LIMITS OF BITUMINOUS PAVING

OVERLAY TO APPROXIMATE CENTERLINE

OF ROAD; CONTRACTOR TO VERIFY

LOCATION IN FIELD. EXISTING PAVEMENT

MARKINGS ALONG CENTERLINE TO

REMAIN (TYP)

4" THERMOPLASTIC REFLECTORIZED

WHITE LINE (TYP)

DRAIN INLET A; SEE GRADING, DRAINAGE

AND UTILITIES PLAN; SEE STORMWATER

LAYOUT TABLE FOR LOCATION (TYP)

DRAIN MANHOLE; SEE GRADING,

DRAINAGE AND UTILITIES PLAN

CENTER OF MANHOLE TOP:

N 502066.2037 E 2699855.3241

C5.2

CONCRETE PAVING

(TYP)

LIMITS OF

CONSTRUCTION

(TYP)

LIMITS OF CONSTRUCTION

(TYP)

EJ

EJ

EJ

EJ

EJEJ

EJ

EJ

R7-8 SIGN

R7-8 W/ R7-8A SIGN

CONTROL JOINT;

EQ. SPACING 5'±

C5.2

PRECAST CONCRETE

BUMPER (TYP)

C5.2

R7-8 SIGN

EXPANSION

JOINT (EJ) (TYP)

CLEANOUT #1; SEE GRADING, DRAINAGE

AND UTILITIES PLAN; SEE STORMWATER

LAYOUT TABLE FOR LOCATION (TYP)

EXPANSION

JOINT (EJ) (TYP)

EJ

18'

(TYP)

9' 5'

9' (T

Y P

8' 9'

5' 9'

4.

5'

CONTROL JOINT;

EQ. SPACING 6'±

C5.2

9'

7.75'±

7.75'±

4'±

CONTROL JOINT;

EQ. SPACING 7'±

C5.2

RESET FLUSH

SALVAGED STONE

CURBING (TYP)

14'15.50'

9'

5.5'

R8'

R8'

5.5' MIN. (TYP,

ALL CLEANOUTS)

29'±

APPROXIMATE ROAD CENTERLINE

LIMITS MILLING PERPENDICULAR

TO PATH OF TRAVEL (TYP)

BEGIN LAYOUT AT FACE OF CURB AT

CORNER OF EXISTING PARKING LOT

N 502040.7997 E 2700082.9685

EXISTING CURB TO REMAIN

12'

ACCESSIBLE PARKING

SPACE (TYP)

C5.2

9'

(T Y

P

SEE NOTE 7 (TYP)

SEE NOTE 7 (TYP)

±36.0'

BEGIN CURB REPLACEMENT; MATCH TOP

OF CURB FLUSH WITH EXISTING CURB (TYP)

±10'

7.

15'

BOLLARD; SEE FP

PLANS (TYP)

DRAIN INLET 'B'

DRAIN INLET 'C'

DRAIN INLET 'D'

CO #3

CO #4

CO #5 CO #6

CO #7

CO #8

CO #2

CO #9

±3'±3'

5.5'

26.70'

5'

C5.2

C5.3

C5.3

C5.3

CLEANOUT AT BASE OF DOWNSPOUT

(TYP, ALL DOWNSPOUTS)

ELECTRIC TRANSFORMER

PAD; SEE ELECTRICAL

DETAILS SHEET E25 DETAIL 1

7' 20'

7' 34'±

8.00'

EJ

PROPOSED

ACCESSIBLE

ROUTE

MAIN ENTRANCE

(SEE ARCH. PLANS)

CHILLER PAD; SEE MEP PLANS;

CONTRACTOR TO VERIFY PAD

DIMENSIONS WITH MECH AND

PROVIDE MIN. 6 INCHES

GREATER THAN THE ACTUAL

CHILLER DIMENSIONS

9.00'

9.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

REHABILITATE SUGARLANDS HEADQUARTERS

GREAT SMOKY MOUNTAINS NATIONAL PARK

DM/ST

DM/ST

TJH

03/25/2024

ISSUED FOR BID 03/25/24

A/E FIRM:

LANDSCAPE ARCHITECT:

VHB

WILLIAMSBURG, VA

CIVIL ENGINEER:

VHB

WILLIAMSBURG, VA

OF

PKG.

NO. SHEET

DRAWING NO.

146799

68 155

TIM

OTHY J. HOGAN

STATE OF TEN NESSEE

A G R I C U L T U R E

C O MM E R C E

RE

GISTERED ENGINEER

N o . 1 2 2 9 1 3

03/25/2024

C3.0

LAYOUT AND

MATERIALS PLAN

EJ

LEGEND

COLORED CONCRETE

PAVING 0 40

SCALE OF FEET

SCALE A

20202" ASPHALT

PAVEMENT OVERLAY

PAVEMENT STRIPINGDETECTABLE WARNING

TRUNCATED DOMES

LIMITS OF

CONSTRUCTION

EXPANSION JOINT

LAYOUT AND MATERIALS NOTES

1. VERIFY ALL LAYOUT INFORMATION AND LOCATE ALL SITE IMPROVEMENTS FOR

APPROVAL, IN FIELD BY CO, PRIOR TO PROCEEDING WITH CONSTRUCTION.

2. ALL ASPHALT, CONCRETE AND GRAVEL PAVEMENT COLORS SHALL BE APPROVED

BY CO PRIOR TO CONSTRUCTION.

3. SEE SHEET C2.0 FOR EXTENT OF DEMOLITION, EROSION AND SEDIMENT CONTROLS

AND OTHER RELATED WORK.

4. LAYOUT OF THE PROPOSED SITE IMPROVEMENTS WILL REQUIRE THE ASSISTANCE

OF A REGISTERED SURVEYOR, USING AN ELECTRONIC FILE BASED ON A SURVEY

FILE COORDINATE SYSTEM, TO ESTABLISH THE REQUIRED FIELD DATA AND

CONTROLS PRIOR TO CONSTRUCTION.

5. ALL ACCESSIBLE PARKING SIGNS (R7-8 AND R7-8A) SHALL BE MUTCD STANDARD.

6. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR SHALL

DETERMINE BY STAKING OR FLAGGING THE INDICATED IMPROVEMENTS ON THE

PLANS, IN THE FIELD, FOR REVIEW AND APPROVAL BY CO. COORDINATE LOCATION

OF ALL EXISTING AND PROPOSED UTILITIES. MINOR ADJUSTMENTS MAY BE

DIRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. ALL NEW OR REPLACED CONCRETE PAVING ABUTTING EXISTING CONCRETE PAVING

SHALL BEGIN AT EXISTING CONTROL/ EXPANSION JOINTS. CONTRACTOR TO VERIFY

LOCATION OF EXISTING JOINTS PRIOR TO PROCEEDING WITH CONSTRUCTION.

8. REFER TO SHEET C1.1 FOR REQUIREMENTS AND RESTRICTIONS BEFORE

PROCEEDING WITH CONSTRUCTION.

STORMWATER LAYOUT TABLE

ALL LOCATIONS PROVIDED ARE CENTER

POINT OF STRUCTURE OR CLEANOUT:

DRAIN INLET 'A'

N 502019.2024 E 2699810.3223

DRAIN INLET 'B'

N 502033.8328 E 2699857.1457

DRAIN INLET 'C'

N 502041.0953 E 2699869.1726

DRAIN INLET 'D'

N 502072.9590 E 2699899.7531

CLEANOUT #1

N 502004.9643 E 2699786.6355

CLEANOUT #2

N 501957.1349 E 2699810.1352

CLEANOUT #3

N 501934.1912 E 2699808.5856

CLEANOUT #4

N 501949.4449 E 2699844.3925

CLEANOUT #5

N 502010.8509 E 2699946.1707

CLEANOUT #6

N 502037.2612 E 2699980.8879

CLEANOUT #7

N 502047.1428 E 2699959.6305

CLEANOUT #8

N 502090.2278 E 2699928.4818

CLEANOUT #9

N 502038.6401 E 2699810.4374

COLORED

CONCRETE PAD;

SEE MEP

DRAWINGS

givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out givey Cross-Out

PORCH

BUILDING

OVERHANG (TYP.)

FF=1463.27

DOOR TOP OF STEPS

FF=1452.82

DOOR BELOW STEPS

FF=1452.85

FF=1452.81

STONE CURB

(TYP.)

STONE CURB

(TYP.)

CONCRETE

CURB (TYP.)

COLUMN

(TYP.)

CONCRETE

WALK (TYP.)

CONCRETE

WALK (TYP.)

DUMPSTER

PAD

ASPHALT

ASPHALT

ASPHALT

ASPHALT

WOOD

STOCKADE

FENCE

WOOD

SPLIT RAIL

FENCE

HANDRAIL

(TYP.)

PAVEMENT

PATCH

PAVEMENT

PATCH

SIGN

(TYP.)

SIGN

(TYP.)

STONE

STEPS

STONE

STEPS

STONE

STEPS

STONE

STEPS

TIMBER

CURB

STONE

BORDER

(TYP.)

STONE

BORDER

(TYP.)

STONE

BORDER

(TYP.)

STONE

WALL

STONE

WALL STONE

WALL

STONE

WALL

DOWNSPOUT

(TYP.)STORM YDI

RIM=1451.20

INV=1448.59

SEWER MH

RIM=1455.04

INV=1448.09

INV=1447.98

STORM DI

RIM=1453.90

INVERTS

INACCESSIBLE

STORM DI

RIM=1453.35

INVERTS

INACCESSIBLE

STORM DI

RIM=1455.17

INVERTS

INACCESSIBLE

STORM DI

RIM=1455.80

INVERTS

INACCESSIBLE

STORM DI

RIM=1455.43

INVERTS

INACCESSIBLE

ELECTRIC LINE

PAINT RED

(TYP.)

LIGHT

POLE

UTILITY

POLE

UTILITY

POLE

STORM MH

RIM=1453.16

INV=1450.06

INV=1446.65

INV=1446.65

8" PVC

12"

TERRA

STORM MH

RIM=1454.15

INV=1450.29

INV=1450.22

INV=1447.30

INV=1447.25

12"

TERRA

12" TERRA COMMUNICATION LINE

PAINT ORANGE (TYP.)

WATER

METER

FIRE

HYDRANT

FIRE

HYDRANT

WELL

WELL

61 1462

14551455

CONCRETE MONUMENT

GRSM 3

N=502197.4191 E=2700009.2907

EL=1456.26

CONCRETE MONUMENT

GRSM 4

N=502144.9249 E=2699792.3162

EL=1454.43

WOOD

POST

CONCRETE

RAMP

CONCRETE

PAD

COMMUNICATION

BOX

METAL PIPE

1461.0'

1461.2'

1461.3' 1461.7' 1461.8' 1461.8' 1461.7' 1461.8'

1461.8' 1462.6'

1462.6' 1462.7'

1462.1' 1461.9'

1462.1'1462.1'1462.8'

1462.0'1462.0' 1461.6'

1461.9' 1462.2' 1462.1' 1462.2' 1462.2' 1462.2'

1461.9' 1461.9'

1461.8'1462.4'

1462.1' 1462.6'

1462.3'1462.3'1462.4'1462.4'1462.4' 1462.2'

1461.9'

1462.6' 1462.5'

1462.3' 1462.1' 1461.3'

1461.1' 1461.5'

1461.3' 1462.1' 1462.3'

1461.9'1461.1'

1461.1' 1461.6'

1460.8'

1454.5' 1454.5'

1454.2' 1454.2'

1456.7'

1456.2'

1457.1'1456.7'

1456.6'

1457.7' 1458.1'

1454.1'

1455.0'

1454.8' 1455.6'

1454.3'

1456.3'

1456.2'

1455.7'

1454.9' 1455.5'

1458.1' 1458.3'

1454.4'

1455.0'

1455.1'

1456.6'

1458.9'

1459.1'

1456.7'

1455.4'

1457.0'

1459.2'1459.3'

1456.7' 1459.8' 1459.9'

1460.9'1460.8'1460.2'1457.7'

1458.8'

1454.3'

TC1456.34'

TC1457.41'

FL1457.16'

FL1457.44'

TC1457.88'

TC1458.71'

FL1458.18'

FL1458.81'

TC1459.35'

TC1460.01'

FL1459.42'

FL1460.08'

TC1460.65'

TC1460.88'

FL1460.82'

TC1461.92'

FL1461.37'

FL1461.86'

TC1462.44'

FL1462.29'

TC1462.58'

TC1462.75'

FL1462.55'

TC1454.42'

TC1454.93'

FL1454.55'

TC1455.60'

FL1455.17'TC1455.58'

TC1453.13'

FL1452.60'

FL1453.41'

TC1453.77'

TC1454.25'

FL1453.77'

FL1454.30'

TC1454.67'

FL1454.64'

TC1455.19'

TC1455.43'

FL1455.03'

FL1455.16'

TC1455.55'

FL1455.16'

TC1455.77'

FL1455.23'

TC1455.64'

FL1455.14'FL1454.78'

TC1455.37'

TC1455.74'

FL1455.23'

FL1455.35'

TC1455.92'FL1455.29'

TC1455.89'TC1455.76'

FL1455.46'FL1455.65'

TC1455.99'

TC1455.88'FL1455.43'

FL1454.60'

TC1455.04'

TC1454.48'

FL1453.93'

FL1453.67'

TC1454.11'

TC1454.26'

FL1453.88'

TC1454.30'

FL1453.86'

TC1454.29'

FL1453.80'

FL1453.11'

TC1453.62'

EP1462.65'

EP1462.35'

EP1461.45'

EP1460.50'

EP1459.64'

EP1458.28'

EP1457.34'

EP1456.53'

EP1455.72'

EP1454.87'

EP1453.95'

EP1453.62'

EP1454.26'

EP1454.25'

EP1454.39'

EP1454.90'

EP1454.46'

EP1454.80'

EP1454.83'

EP1454.65'

EP1454.68'

WOOD

STOCKADE

FENCE

PROPANE

TANK

APPROX. LOCATION

EXISTING 3.5" WATERLINE

STONE

WALL

C5.3

C5.3

C5.3

1460.28

1460.53

1460.84

1461.09

1461.25

1462.31

FL1460.25

TC1460.25

FL1461.07

TC1461.07

1461.09 1460.96 1460.53

1460.90

FL1459.22

TC1459.72

1459.27

1460.31

FL1460.47

TC1460.47

FL1460.73

TC1460.73

FL1460.94

TC1460.94

FL1461.76

TC1462.26

1461.88

FL1461.33

TC1461.83

1458.59

1457.91

EP1457.99

EP1458.57

FL1459.88

TC1460.38

1460.45

4" PERFORATED

HDPE FOUNDATION

DRAIN (TYP)

CONNECT FOUNDATION

DRAIN TO DRAIN INLET;

PROVIDE BACKWATER VALVE

CONNECT FOUNDATION DRAIN TO DRAIN

INLET; PROVIDE BACKWATER VALVE

8" HDPE N-12 DRAIN PIPE (TYP)

4" PERFORATED HDPE FOUNDATION DRAIN (TYP)

8" HDPE N-12

DRAIN PIPE (TYP)

CONCRETE DROP

OVER DRAIN MANHOLE

RIM=1453.95'

INV. A= 1450.68'

INV. B = 1449.18'

INV. C = 1451.28'

INV. OUT = 1448.18'

24" CONCRETE DRAIN

INLET 'A'. SEE DRAIN

INLET TABLE (TYP)

8" DRAIN INLET W/ 8" CAST

IRON TOP; SEE NOTE 8

CONNECT FOUNDATION

DRAIN TO DRAIN INLET;

PROVIDE BACKWATER VALVE

ROOF LEADER

CONNECTION

BOOT (TYP)

LIMITS OF CONSTRUCTION

(TYP)

LIMITS OF CONSTRUCTION

(TYP)

8" HDPE

6" HDPE6" HDPE

6" H

D

PE

6" H

D

PE

8" H

D

PE

6" H

DPE 6" HDPE

64 LF 6" SDR 35

SANITARY SEWER PIPE

SCO (SEE

MEP PLANS)

ACCESSIBLE PARKING SPACE

AND ACCESS AISLE;

1.75% MAX. CROSS SLOPE

1.75% MAX. LONGITUDINAL SLOPE

(TYP)

MATCH FLUSH

WITH EXISTING

GRADE (TYP)

PROVIDE SMOOTH

TRANSITION TO EXISTING

ROADWAY GRADE (TYP)

MATCH FLUSH

WITH EXISTING

GRADE

CO #2

INV.=1456.20'

CO #3

INV.=1459.15'

CO #4

INV.=1459.55'

CO #5

INV.=1459.50'

CO #6

INV.=1459.00'

CO #7

INV.=1455.75'

CO #9

INV.=1452.75'

DRAIN INLET 'B'

DRAIN INLET 'C'

A

B

C8" HDPE 8" HDPE

CO #8

INV.=1454.20'CO #1; INV.=1453.55'

CONNECT TO

EXISTING MANHOLE

INV.=1448.09

SEED ALL DISTURBED AREAS;

SEE SPECIFICATION 311000

SITE CLEARING AND 329200

SEEDING FOR RESTORATION

REQUIREMENTS (TYP)

FL1462.00

TC1462.50

A B

C

A B A

B

C

A

B C

APPROXIMATE

LOCATION OF

NATURAL GAS

LINE AND METER

BY OTHERS

1462.4MG

1462.5MG

1456.6MG

1456.7MG

CHILLER LINES;

SEE MEP PLANS

DRAIN INLET 'D'

4" FIRE PROTECTION LINE BY

OTHERS (SEE FP PLANS)

2" DOMESTIC WATER

SERVICE (SEE MEP PLANS)

FDC CONNECTION

(SEE FP PLANS)

MATCH FLUSH

WITH EXISTING

GRADE (TYP)

1452.81

1452.784" HDPE

CORE

THROUGH

WALL

CO; INV.=1453.85'

CO

INV.=1456.45'

CO

INV.=1459.70'

CO

INV.=1460.05'

CO

INV.=1460.05'

CO

INV.=1459.65'

CO

INV.=1456.10'

CO

INV.=1454.30'

CO

INV.=1453.85'

CO

INV.=1450.20'

CO; INV.=1454.15'

CO; INV.=

1450.50'

UNDERGROUND ELECTRIC SERVICE; SEE MEP PLANS

C5.3

NO MACHINE EXCAVATION WITHIN DRIPLINE

OF TREES. HAND EXCAVATION ONLY.

CONTRACTOR REQUIRED TO PROVIDE

POST-CONSTRUCTION ASSESSMENT OF

EXISTING TREES ROOT SYSTEMS BY A

LICENSED ARBORIST TO DETERMINE

MITIGATION MEASURES, IF DETERMINED

NECESSARY BY CO. (TYP)

E le va tio ns

E le va tio ns

Station

Station 4-Inch Sewer Lateral

0+90 1+00 1+50 1+75

FOUNDATION

DRAIN

6" HDPE 8" HDPE

64 LF

6" SDR 35

S=1.05%

SEE MEP

PLANS

SC

O

SE

W

ER

M

H

(EX

IST

IN

G)

RI

M =1

5.0

IN

V=

.09

(6 " S

DR

IN

V=

.98

EXISTING

GRADE

.2

.2

.8

.8

.8

.7

.8

.8

.1

.0

.5

.4

.0

.9

6-Inch Sewer Lateral

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

�5�(�+�$�%�,�/�,�7�$�7�(���6�8�*�$�5�/�$�1�'�6���+�(�$�'�4�8�$�5�7�(�5�6 �*�5�(�$�7���6�0�2�.�<���0�2�8�1�7�$�,�1�6���1�$�7�,�2�1�$�/���3�$�5�.

DM/ST

DM/ST

TJH

03/25/2024

�,�6�6�8�(�'���)�2�5���%�,�'�����������˘������

A/E FIRM:

�/�$�1�'�6�&�$�3�(���$�5�&�+�,�7�(�&�7�˛

VHB

WILLIAMSBURG, VA

�&�,�9�,�/���(�1�*�,�1�(�(�5�˛

VHB

WILLIAMSBURG, VA

OF

PKG.

NO. SHEET

DRAWING NO.

146799

68 155

�7� ,�0�2�7�

+�<�����������-�������������+�2�*�$�1

�6�7�$�7�( �������2�)�������7�( �1�1�( �6

�6�(

�$���*���5���,���&���8���/���7���8���5���(

�&�2�0 �0 �( �5 �&�(

�5�

�,�6 �7�(�5

�(�' ���(�1�* �,�1�(�(�5

�1�R�� �� �� �� �� �˝ �� ��

03/25/2024

C4.0

GRADING, DRAINAGE

AND UTILITIES PLAN

LEGEND

CONCRETE PAVING

DETECTABLE WARNING

TRUNCATED DOMES

LIMITS OF

CONSTRUCTION

STORM SEWER

CLEANOUT (CO)

GRADING, DRAINAGE AND UTILITIES NOTES

1. SEE SHEET C2.0 FOR EXTENT OF DEMOLITION, EROSION AND SEDIMENT

CONTROLS AND OTHER RELATED WORK.

2. LAYOUT OF THE PROPOSED UTILITIES WILL REQUIRE THE ASSISTANCE OF A

REGISTERED SURVEYOR, USING AN ELECTRONIC FILE BASED ON A SURVEY

FILE COORDINATE SYSTEM, TO ESTABLISH THE REQUIRED FIELD DATA AND

CONTROLS PRIOR TO CONSTRUCTION.

3. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR SHALL

DETERMINE BY STAKING OR FLAGGING THE INDICATED IMPROVEMENTS ON

THE PLANS, IN THE FIELD, FOR REVIEW AND APPROVAL BY CO. MINOR

ADJUSTMENTS MAY BE DIRECTED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. CONTRACTOR SHALL FIELD ADJUST ROOF LEADER STORM DRAINAGE

SYSTEM AS REQUIRED TO AVOID UTILITY CONFLICTS. MAINTAIN MIN. 1%

SLOPE AND MIN. 2' OF COVER ON ALL STORM DRAINAGE PIPES.

5. REFER TO SHEET C1.1 FOR REQUIREMENTS AND RESTRICTIONS BEFORE

PROCEEDING WITH CONSTRUCTION.

6. 4.0% MAX. LONGITUDINAL SLOPE AND 1.5% MAX. CROSS SLOPE FOR PAVED

AREAS ALONG ACCESSIBLE ROUTES.

7. SEED ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED. SEE

SPECIFICATION 329200 FOR APPROVED SEED MIX. SEE SPECIFICATION

311000 SITE CLEARING AND 329200 SEEDING FOR SITE RESTORATION

REQUIREMENTS.

8. CORE THROUGH CONCRETE RETAINING WALLS FOR INSTALLATION OF 4"

HDPE DRAINAGE PIPE TO PROPOSED STORM SYSTEM.

9. REFER TO SPECIFICATION 334100 FOR DRAINAGE PIPE TYPE.

FOUNDATION DRAIN

STORM DRAIN

SANITARY SEWER

SANITARY SEWER

CLEANOUT (SCO);

SEE MEP PLANS

0 40

SCALE OF FEET

SCALE A

0 844

HORIZ.

VERT.

DRAIN INLET TABLE

DRAIN INLET 'A'

RIM = 1456.35'

INV. A = 1453.25'

INV. B = 1453.85'

INV. C = 1453.15'

DRAIN INLET 'B'

RIM = 1451.75'

INV. A = 1450.24'

INV. B = 1450.08'

DRAIN INLET 'C'

RIM = 1451.75'

INV. A = 1449.96'

INV. B = 1449.90'

INV. C = 1449.80'

DRAIN INLET 'D'

RIM = 1456.35'

INV. A = 1453.65'

INV. B = 1453.75'

INV. C = 1453.55'

NOTES:

6" CONNECTING

PIECE

ANCHORING TEE

(6" BRANCH)

GATE VALVE

(SEE DETAIL)

FINISHED GRADE

VALVE BOX

& PAD

#57 CRUSHED

STONE

" M

IN

KEEP WEEP

HOLES OPEN

4"±

5¼" AWWA STANDARD

3-WAY HYDRANT ( SEE SPECS. )

CONC. THRUST

BLOCKING

CONC. THRUST

BLOCKING

PLACE 8 MIL. POLYETHYLENE

BETWEEN HYDRANT, ANCHORING TEE,

GATE VALVE, CONNECTING PIECE AND

CONCRETE TO PREVENT BONDING

DBY #09053 DIRECT

BURY WIRE SPLICER

FIRE HYDRANT ASSEMBLY

HYD. BURY LINE

ALL CONCRETE SHALL BE 3000 PSI MINIMUM PER SPECIFICATIONS.

CRUSHED STONE SHALL BE EXTENDED 6" ABOVE DRAIN OPENINGS IN HYDRANT BASE.

PUMPER NOZZLE TO FACE IN DIRECTION OF STREET UNLESS OTHERWISE SPECIFIED.

(LENGTH VARIES)CONC. THRUST BLOCKING TO BE

PLACED AGAINST UNDISTURBED

EARTH (USE ADDITIONAL CONCRETE

FOR OVER EXCAVATION)

NTS

" M

IN

" M

AX

WARNING TAPE MARKED

"CAUTION WATER MAIN BELOW"

HDPE OR DIP

COMPACTED BACKFILL SHALL BE PLACED TO A ONE FOOT min. DEPTH OF COVER. THE INITIAL BACKFILL SHALL BE A MATERIAL FREE FROM ROCKS GREATER THAN ½" dia., SOIL

CLODS, OR FROZEN MATERIAL. WHEN AUTOMATIC TAMPERS ARE USED, CARE SHALL BE

EXERCISED TO AVOID DAMAGE TO THE PIPE.

COMPACTED

MATERIAL

ALL WATER LINE TRENCHES SHALL BE MECHANICALLY COMPACTED IN 12" LOOSE LIFTS

TO SPECIFIED COMPACTION PERCENTAGES AS OUTLINED IN SPECIFICATIONS.

TRENCH SECTION

4" M

IN

NOTES:

GRADE

WATER MAIN

NTS

" M

IN

2" SCH 80 PVC CONDUIT

2" HDPE PUMP LINE

4" MIN.

6" MAX.

(WHERE SHOWN)

(WHERE SHOWN)

SELECTED

WATER MAIN

TRACER WIRE

(See Specs.)

COMPACTED BACKFILL, PIPE BEDDING, WARNING TAPE AND TRACER WIRE SHALL BE

INCIDENTAL TO THE UNIT PRICE FOR WATER MAIN.

THE 2" SCH 80 PVC CONDUIT IS FOR FUTURE FIBER OPTIC LINE.

#57 CRUSHED

STONE OR TYPE

"A" AGGREGATE,

GRADING D

6"Clr. 6"Clr.

COMPACTED BACKFILL

(SELECT FILL)

COMPACTED IN 8"

LOOSE LIFTS

GATE VALVE & BOX

NOTES:

CONCRETE PADS SHALL BE CONSTRUCTED AROUND ALL MAIN LINE

AND FIRE HYDRANT GATE VALVE BOXES, EXCEPT WITHIN HARD PAVED AREAS.

CONCRETE PADS SHALL BE 3000 PSI CONCRETE WITH A WOOD FLOAT

FINISH AND TOOLED EDGE.

THE VALVE BOX SHALL NOT TRANSMIT SHOCK OR STRESS TO THE VALVE.

SEAL ANNULAR SPACE BETWEEN VALVE BOX & PAD WITH SILICONE SEALANT.

30" DIAMETER CONC. PAD

( FOR UNPAVED AREAS )

4"

2 PIECE CAST IRON

VALVE BOX (SEE SPECS. )

WATER MAIN

RESILIENT SEAT GATE

VALVE (SEE SPECS. )

" M

IN

DBY #09053 DIRECT

BURY WIRE SPLICER 6"

M

IN

¾"

VALVE DIA. ±12" MIN.

CONC. BLOCKING

⅜" COPPER GROUND

ROD W/ 12 GA. INSULATED

COPPER WIRE, ROD TO

VALVE BOX PAD BURY

(12" MAX. DEPTH)

CAST IRON COVER

MARKED "WATER" ON LID

6x6- W4.0 / 4.0

WELDED WIRE

FABRIC

NTS

TRACER WIRE

(See Specs.)

WATER/SEWER INSTALLATION

FLOWABLE FILL ENCASEMENT

NOTES:

ENCASE SANITARY SEWER PIPE WHEN CLEARANCE AT

CROSSING IS 18 IN. OR LESS, OR ENCASE WATER LINE IF

LOCATED BELOW SANITARY SEWER.

SIDE VIEWEND VIEW

TRENCH WIDTH 10' MIN. 10' MIN.

1'-6" OR

LESS

6"

WATER LINE

100 PSI

FLOWABLE FILL

ENCASEMENT

SANITARY

SEWER LINE

NTS

WATER SERVICE

2" WATER FLOW

RESTRICTOR

SAMPLING POINT

2" PVC PIPE LOCKING POINT

REMOVABLE ACCESS

PLATE

UV RESISTANT LOCKABLE

DOME ENCLOSURE

CONTROLLER

AUTOMATIC DRAIN

2" AUTOMATIC

VALVE

SDR 35 SEWER PIPE

O-RING CONNECTOR

DEBRIS PLATE

AUTOMATIC FLUSHING ASSEMBLY

NTS

1" CLEAN ROCK

NOTE:

FURNISH WITH STAND-ALONE VALVE CONTROLLER.

CONTROLLER SHALL HAVE MINIMUM 12 POSSIBLE

FLUSHING CYCLES PER DAY. ASSEMBLY SHALL OPERATE

WITH 9 VOLT BATTERY.

ASPHALT-

3" ASPHALT BASE CLASS 1 PER TDOT SPECS.

8" COMPACTED DGA

GRAVEL- CRUSHED STONE - MINERAL

AGGREGATE BASE COURSE, TYPE "A" PER

TDOT SPECS., ROLLER COMPACTED TO

95% DENSITY (6" MIN.)

6" 3500 PSI CLASS "A" CONCRETE

W/ COMMERCIAL FABRIC

SAW CUT

EXIST.

GRADE

1'-0"

" M

IN

" M

AX

6"

" T

YP

1'-0"

EXIST.

GRADE

SAW CUT

WARNING TAPE MARKED

"CAUTION WATER MAIN BELOW"

DIP OR HDPE

WATER MAIN

(SEE PLANS)

OPEN CUT ROADWAY OR DRIVEWAY TRENCH

6"Clr.

NTS

COMPACTED

MATERIAL

4" M

IN

2" SCH 80 PVC CONDUIT

2" HDPE PUMP LINE

4" MIN.

6" MAX.

(WHERE SHOWN)

(WHERE SHOWN)

SELECTED

TRACER WIRE

(See Specs.)

6"Clr. #57 CRUSHED

STONE OR TYPE

"A" AGGREGATE,

GRADING D

WATER MAINR. SMITH

T. ALEKSIN

T. YOUNG

02/16/2024

10317619C104 25 56

DETAILS

133/168919

3/21/202403/25/2024 crego Text Box

- Asphalt Concrete Pavement, Marshall Mix, Class A, 1/2" NMSA, Type IV Roughness, 2-inch depth

- Asphalt Tack Coat

- Asphalt Concrete Pavement, Marshall Mix, Class A, 1/2" NMSA, 2-inch Depth

- Asphalt Concrete Pavement, Marshall Mix, Class A, 1" NMSA, 3-inch depth