127EAX21R0011 6.1.21 final.pdf
PDF 5 MB Posted
- Attached to
- CONT030903 ENG Lynx Lake Water System Federal contract opportunity
- Solicitation number
- 127EAX21R0011
About this file
This federal contract opportunity solicitation seeks construction services for replacing water distribution lines, upgrading a well head, and replacing hydrants at the Lynx Lake Recreation Area. Key details include:
-
The project scope includes replacing all water distribution lines and upgrading the well head and hydrants throughout the Lynx Lake water system.
-
The construction value is estimated between $750,000 to $850,000. The NAICS code is 237110.
-
A pre-bid site visit will be held on June 9, 2021. Questions are due by June 14, 2021 and bids are due by June 30, 2021.
-
The soliciting agency is the USDA Forest Service Southwestern Region R3. A bid bond of 20% is required.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 127EAX21R0011 amendment 3.pdf | ||
| CONT030903 Lynx Lake Water System - Specifications.pdf | ||
| PNF Industrial Fire Precaution Plan - 2021.pdf | ||
| Lynx Lake Water Replacement Responses to Question 127EAX21R0011 7.7.2021.pdf | ||
| 127EAX21R0011 amendment 2.pdf | ||
| 127EAX21R0011 Amendment 1.pdf | ||
| WD AZ20.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
6 1 co
Water and Sewer Line and Related Structures Construction
A Site Visit will be held Wednesday, June 9, 2021 at 10:00 AM PT
Lynx Lake Campground located at 34°31’03.04”N 112°23’27.50”W.
To reach the site, travel east from Prescott, AZ on AZ-69 S approximately 4 miles, turn on right onto Walker Road, continue south on Walker Road for approximately 2.4 Miles then turn left into Lynx Lake Campground.
Questions are due Monday, June 14, 2021.
Bid proposals are due Wednesday, June 30, 2021 3:00 PM PT
17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)
16. REMITTANCE ADDRESS (Include only if different than item 14.)
CODE FACILITY CODE
AMOUNTS
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGEMENT OF AMENDMENTS
OFFER (Must be fully completed by offeror)
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE.
20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this document and return (Contractor is not required to sign this document.)
Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.
No further contractual document is necessary.
30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)
30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE
BY
2PAGE OF
USDA-FS CSA SOUTHWEST 7
333 BROADWAY BLVD SE
ALBUQUERQUE NM 87102-3498
7EAX
DAVID L. WATSON
28. NEGOTIATED AGREEMENT 29. AWARD
Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
STANDARD FORM 1442 (REV. 4-85) BACK
Continued...
ITEM NO.
(A)
SUPPLIES/SERVICES
(B)
QUANTITY
(C)
UNIT
(D)
UNIT PRICE
(E)
AMOUNT
(F)
NAME OF OFFEROR OR CONTRACTOR
3 6
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
127EAX21R0011
Delivery: 01/24/2022
Delivery Location Code: 8191
PRESCOTT NATIONAL FOREST
344 SOUTH CORTEZ
PRESCOTT AZ 86303 US
Period of Performance: 07/28/2021 to 01/24/2022
0001 CONT 030900 Lynx Lake Water System - This project will include the replacement of all water distribution line, upgrades to the well head and hydrants throughout the water system at the Lynx
Lake Recreation Area.
Product/Service Code: Y1NE
Product/Service Description: CONSTRUCTION OF
WATER SUPPLY FACILITIES
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
Base Pay Item Number Description Method of
Measurement Unit Quantity Cost Per Unit Total Cost
11900 Mobilization/Demobilization LSQ LS 1 As-Built LSQ LS 1
Base Pay Item Number Description Method of
Measurement Unit Quantity Cost Per Unit Total Cost
221100-1A-2"-2" HDPE Water Line Rplacement - 2" & 2" AQ LF 2030 221100-1A-2"-3" HDPE Water Line Rplacement - 2" & 3" AQ LF 170 221100-1A-2" HDPE Water Line Rplacement - 2" AQ LF 1775 221100-1A-1.5" HDPE Water Line Rplacement - 1.5" AQ LF 610 221100-1A-1" HDPE Water Line Rplacement - 1" AQ LF 1270
221100-2A New Waterline Connection to Existing Line DQ EA 15
221100-3A-1" Curb Valve & Box Installation - 1" DQ EA 16 221100-3A-1.5" Curb Valve & Box Installation - 1.5" DQ EA 6 221100-3A-2" Curb Valve & Box Installation - 2" DQ EA 12 221100-4A Daylight Drain Replacement AQ EA 3
221103-2A Air Combination Valve Assembly & Box Installation - 1" DQ EA 1
221103-3A-0.5" Pressure Reducing Valve Assembly & Box Installation - 0.5" DQ EA 5
221103-3A-1" Pressure Reducing Valve Assembly & Box Installation - 0.5" DQ EA 2
221103-3A-1.5" Pressure Reducing Valve Assembly & Box Installation - 0.5" DQ EA 1
017320-1A Pitless Adaptor Installation, & Well Cap Replacement LSQ LS All
Base Pay Item Number Description Method of
Measurement Unit Quantity Cost Per Unit Total Cost
221100-1B-2"-3" HDPE Water Line Replacement - 2" & 3" in Common Trench AQ LF 1210
221100-1B-1" HDPE Water Line Replacement - 1" AQ LF 30
221100-2B New Waterline Connection to Existing Line DQ EA 1
221100-3B-1" Curb Valve & Box Installation - 1" DQ EA 2 221100-3B-2" Curb Valve & Box Installation - 2" DQ EA 1 221100-3B-3" Curb Valve & Box Installation - 3" DQ EA 3 221100-4B Daylight Drain Replacement AQ EA 1
221103-1B-1.5" Water Meter Assembly & Box Replacement - 1.5" DQ EA 1
Schedule of Items Lynx Lake Water System Replacement
Phase A - Lynx Campground
Phase B - Storage
Phase A Bid Price
Phase B Bid Price
Bid Price
Measurement Unit Quantity Cost Per Unit Total Cost
221100-1C-2" HDPE Water Line Rplacement - 2" AQ LF 1145 221100-1C-1.5" HDPE Water Line Rplacement - 1.5" AQ LF 145 221100-1C-1" HDPE Water Line Rplacement - 1" AQ LF 320
221100-2C New Waterline Connection to Existing Line DQ EA 6
221100-3C-1" Curb Valve & Box Installation - 1" DQ EA 7 CC1100-3C-1.5 Curb Valve & Box Installation - 1.5" DQ EA 2 221100-3C-2" Curb Valve & Box Installation - 2" DQ EA 2 221100-4C Daylight Drain Replacement AQ EA 3
221103-1C-5/8" Water Meter Assembly & Box Replacement - 5/8" DQ EA 2
221103-2C Air Combination Valve Assembly & Box Installation - 1" DQ EA 1
Base Pay Item Number Description Method of
Measurement Unit Quantity Cost Per Unit Total Cost
221100-1D-2" HDPE Water Line Rplacement - 2" AQ LF 2560 221100-1D-1" HDPE Water Line Rplacement - 1" AQ LF 605
221100-2D New Waterline Connection to Existing Line DQ EA 4
221100-3D-1" Curb Valve & Box Installation - 1" DQ EA 9 221100-3D-2" Curb Valve & Box Installation - 2" DQ EA 7 221100-4D Daylight Drain Replacement AQ EA 2
221103-1D-5/8" Water Meter Assembly & Box Replacement - 5/8" DQ EA 2
221103-3D-0.5" Pressure Reducing Valve Assembly & Box Installation - 0.5" DQ EA 2
221105.-1D Hose Bibb and Backflow Prevention Assembly Replacement DQ EA 1
Base Pay Item Number Description Method of
Measurement Unit Quantity Cost Per Unit Total Cost
221100-1E-2" HDPE Water Line Rplacement - 2" AQ LF 1335 221100-1E-1" HDPE Water Line Rplacement - 1" AQ LF 100
221100-2E New Waterline Connection to Existing Line DQ EA 1
221100-3E-1" Curb Valve & Box Installation - 1" DQ EA 4 221100-3E-2" Curb Valve & Box Installation - 2" DQ EA 6 221100-4E Daylight Drain Replacement AQ EA 1
221105.-1E Hose Bibb and Backflow Prevention Assembly Replacement DQ EA 2
Phase C - North Shore Day Use Area
Phase D - Eagle Ridge/Periquin Campgrounds
Phase E - South Shore Day Use Area
Phase C Bid Price
Phase D Bid Price
Phase E Bid Price
Measurement Unit Quantity Cost Per Unit Total Cost
221100-1F-2" HDPE Water Line Rplacement - 2" AQ LF 3450 221100-1F-1" HDPE Water Line Rplacement - 1" AQ LF 560
221100-2F New Waterline Connection to Existing Line DQ EA 7
221100-3F-1" Curb Valve & Box Installation - 1" DQ EA 12 221100-3F-2" Curb Valve & Box Installation - 2" DQ EA 8 221100-4F Daylight Drain Replacement AQ EA 3
221103-1F-5/8" Water Meter Assembly & Box Replacement - 5/8" AQ EA 1
221103-3F-0.5" Pressure Reducing Valve Assembly & Box Installation - 0.5" AQ EA 1
221105.-1F Hose Bibb and Backflow Prevention Assembly Replacement AQ EA 1
Base Pay Item Number Description Method of
Measurement Unit Quantity Cost Per Unit Total Cost
221100-1G-3" HDPE Water Line Rplacement - 3" AQ LF 5120 221100-1G-1" HDPE Water Line Rplacement - 1" AQ LF 60 221100-3G-1" Curb Valve & Box Installation - 1" DQ EA 2 221100-3G-3" Curb Valve & Box Installation - 3" DQ EA 4 221100-4G Daylight Drain Replacement AQ EA 2
221103-2G Air Combination Valve Assembly & Box Installation - 1" AQ EA 2
Phase G - Walker Road Distribution
Total Bid Price
Phase F - Hilltop Campground
Phase F Bid Price
Phase G Bid Price
STATEMENT OF WORK
PRESCOTT NATIONAL FOREST
CONT030903 Lynx Lake Water System - SOW
Prescott National Forest, Bradshaw Ranger District Page 1
Table of Contents
SECTION 1 – GENERAL
1.01 INTRODUCTION
1.02 BACKGROUND
1.03 LOCATION
1.04 GENERAL SITE CONDITIONS, FACILITIES AND TEMPORARY CONTROLS
1.05 USE OF PREMISES
1.06 CONSTRUCTION SCHEDULE
1.07 CONSTRUCTION FACILITIES
SECTION 2 - PROJECT ADMINISTRATION & COORDINATION
2.01 ADMINISTRATION
SECTION 3 – TYPE OF AWARD AND BASIS FOR AWARD
3.01 AWARD TYPE
3.02 BASIS FOR AWARD
Prescott National Forest, Bradshaw Ranger District Page 2
SECTION 1 – GENERAL
1.01 INTRODUCTION
This project will include the replacement of all water distribution line, upgrades to the well head and hydrants throughout the water system at the Lynx Lake Recreation Area.
1.02 BACKGROUND
The Lynx Lake water system was constructed in 1983. It is a public water system and provides water as one system to the entire Lynx Lake recreational area which includes four campgrounds (Lynx Lake, Eagle Ridge, Peregrine and Hilltop), two day use areas (Northshore and Southshore), the privately operate Marina/General Store and a privately occupied resident adjacent to the store at the Northshore. This system was improperly bedded and backfilled during construction causing multiple leaks in the system every year.
1.03 LOCATION
The Lynx Lake Recreation Area is located in Yavapai County, Southeast of Prescott AZ.
The entrance of Lynx Lake Campground is at 34°31’03.04” N 112°23’27.50” W and to To reach the site, travel east from Prescott on AZ-69 S for 4 miles before turning right onto Walker Road. Continue on Walker Road for 2.4 Miles then turn left into Lynx Lake Campground.
1.04 GENERAL SITE CONDITIONS, FACILITIES AND TEMPORARY CONTROLS
A. The elevation of the Recreation Area is approximately 5641 feet above sea level. The construction site is in a rural mountainous setting and experiences snowfall and cold temperatures, with snow on the ground intermittently from November through March.
B. In-depth soil surveys have not been performed; however, fractured granite and shale at the ground surface is evident throughout the area. Blasting of rocks will not be permitted without special permission.
C. In-depth water table surveys have not been performed. The Contractor shall perform adequate dewatering to keep the excavation free from water and dispose of the water without damage to property.
D. Site wide water service interruption shall be limited to a maximum of seven (7) consecutive days and shall limit interruption on weekends and Federal holidays. Construction shall be staged such that water service is maintained to the extent possible. Individual recreation site area closures shall not exceed 14 days. Include closures and service interruptions in construction schedule for review and notify COR 14 days prior to start of any area closure or service interruption.
Prescott National Forest, Bradshaw Ranger District Page 3
1.05 USE OF PREMISES
A. General: Contractor shall have full use of premises for construction operations, including use of project site, during construction period. Contractor's use of premises is limited only by the Government's right to perform work or to retain other contractors on portions of project.
B. Contractor shall conduct his operations to ensure the least inconvenience to the public and FS personnel. Work is limited to the hours of 7 a.m. – 8 p.m. to accommodate FS personnel living onsite and members of the public at adjacent recreation facilities.
C. Walker Road is maintained by Yavapai County. Coordinate with the County as necessary.
Provide traffic detour.
D. Notify Contracting Officer (CO) and Contracting Officer’s Representative (COR) at least 72 hours prior to start of work.
E. Confine storage of materials to areas as approved by the COR.
F. Contractor shall provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Contractor shall minimize disturbance of all undisturbed areas.
G. Preservation of Natural Features: Confines all operations to work limits of the project.
Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.
1. Provide temporary barriers to protect existing trees and plants and root zones.
2. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with CO and remove agreed-on roots and branches that interfere with construction.
3. Do not fasten ropes, cables, or guides to existing trees.
4. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.
H. Existing Utilities: Notify CO and utility companies of proposed locations and times for excavation.
1. Contractor shall be responsible for locating and preventing damage to known utilities.
Call Arizona 811 or 1-800-STAKEIT in advance of excavation for the marking of underground utilities. If damage occurs, repair utility at no additional expense to the Government.
2. Interruption of Existing Utility Service: Notify CO, 48 hours in advance of any interruption of existing utilities.
I. Preservation of Natural Features: The Contractor shall stop work and contact the CO and the COR immediately if archeological sites or artifacts are encountered during any excavation.
Prescott National Forest, Bradshaw Ranger District Page 4
1.06 CONSTRUCTION SCHEDULE
A. Work shall begin no more than 10 day after the notice to proceed is issue by the Contracting Officer.
B. The Contractor shall give the COR 72 hours’ notice prior to beginning work.
C. Work shall be completed within 180 days of the project start date.
D. The Contractor shall provide a detailed construction schedule to the COR prior to the commencement of the project and will provide updated schedules to the COR within 48 hours of any revisions to the schedule.
1.07 CONSTRUCTION FACILITIES
A. Work zone barriers –Work zones shall be delineated and marked to adequately warn employees and visitors of operating equipment and hazardous conditions. The Contractor is responsible for providing barrier materials and maintaining barriers such as temporary barricades, barrier tape, curbs, etc., at work zones.
B. Work limits – ground disturbance and equipment shall be confined to the minimal area in each area of work. The Contractor is responsible for establishing the work limits and marking or otherwise communicating the limits to Contractor personnel.
C. Fire protection – refer to contract Fire Plan requirements that determine Contractor responsibility for measures and equipment to prevent fires, work restrictions during fire danger, and assistance to be rendered in case of fire.
D. Clean up – the Contractor shall remove all temporary facilities and restore prior conditions as part of project closeout. Any damage to existing improvements shall be repaired at the Contractor’s expense. Any disturbance to soil and vegetation outside of work limits caused by the Contractor shall be restored or mitigated according to direction from the COR.
E. Erosion Protection – The Contractor shall prepare and submit an Environmental
Protection and Storm Water Pollution Plan to the COR.
F. Traffic Control Plan – The Contractor shall submit to the COR, a traffic control plan that includes a signing plan. The Contractor shall also submit a traffic control plan to Yavapai County Engineering Department for all work that will be performed on Walker Road.
Prescott National Forest, Bradshaw Ranger District Page 5
G. Safe Drinking Water Act – Because this is a public water system and is subject to the Safe Drinking Water Act, the Contractor shall submit Plans and Specifications and pay any fees associated with plan review to ADEQ.
SECTION 2 - PROJECT ADMINISTRATION & COORDINATION
2.01 ADMINISTRATION
A. Pre-Bid Meeting - A pre-bid meeting will be held no less than two weeks prior to the bid proposal due date.
B. Kick-off Meeting. Upon receipt of a written Notice to Proceed from the Prescott Forest Service, contractor shall conduct a kick-off meeting with the Forest Service to review the scope of the project, develop a project schedule, and confirm deliverables.
SECTION 3 – TYPE OF AWARD AND BASIS FOR AWARD
3.01 AWARD TYPE
As a result of this solicitation, the Government anticipates awarding a Firm Fixed- Price Construction Contract
3.02 BASIS FOR AWARD
Technical Capability shall be submitted in the form of a statement or document that demonstrates the contractor’s capability to perform the work to meet or exceed the requirements of this solicitation. In order to meet the Technical Capability Requirements, offers shall address the following factors:
Factor a - Provide written documentation that specifically addresses your firm’s expertise and ability to excavate and to replace large scale water systems.
Factor b – Provide past performance of a minimum of 3 projects for which work that required factor a experience was included. Submit with references that can be contacted to verify past work successfully completed.
Factor c – Prices – Contracting Officer intends to award without discussions, provide your best price in your offer.
Failure to provide adequate information for Technically Capability may result in the offer being removed from the competitive range.
CONT030903 Lynx Lake Water System - Drawings
LYNX LAKE RECREATION AREA
WATER SYSTEM UPGRADES
Checked:
Design:
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
SOUTHWESTERN REGION
R3
Forest
Date:
Drawn:
Sheet Title: Sub Sheet:
Sheet
OF
Project No:
COVER SHEET
LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES
STOGSDILL
STOGSDILL
8/16/2018
PRESCOTT NATIONAL FOREST
BRADSHAW RANGER DISTRICT
T1
1 20
AutoCAD SHX Text
CONSTRUCTION PLANS
AutoCAD SHX Text
FOR
AutoCAD SHX Text
BRADSHAW RANGER DISTRICT PRESCOTT NATIONAL FOREST
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
PROJECT
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 T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
PROJECT
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 T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
PRESCOTT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A L T
AutoCAD SHX Text o
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PRESCOTT
AutoCAD SHX Text
AutoCAD SHX Text o
AutoCAD SHX Text
SCALE IN MILES
AutoCAD SHX Text
AutoCAD SHX Text 2.5
AutoCAD SHX Text
AutoCAD SHX Text
PRESCOTT
AutoCAD SHX Text Prescott National Forest
AutoCAD SHX Text p
AutoCAD SHX Text
AutoCAD SHX Text p
AutoCAD SHX Text
AutoCAD SHX Text p
AutoCAD SHX Text
AutoCAD SHX Text p
AutoCAD SHX Text
AutoCAD SHX Text p
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text p
AutoCAD SHX Text
AutoCAD SHX Text p
AutoCAD SHX Text
CHINLE
AutoCAD SHX Text
TUBA CITY
AutoCAD SHX Text
HOLBROOK
AutoCAD SHX Text
SAFFORD
AutoCAD SHX Text
ROOSEVELT
AutoCAD SHX Text
PAYSON
AutoCAD SHX Text
SHOWLOW
AutoCAD SHX Text
CANYON
AutoCAD SHX Text
GRAND
AutoCAD SHX Text
KINGMAN
AutoCAD SHX Text
BLYTHE
AutoCAD SHX Text
PAGE
AutoCAD SHX Text
FLAGSTAFF
AutoCAD SHX Text
GLOBE
AutoCAD SHX Text
NOGALES
AutoCAD SHX Text
GRANDE
AutoCAD SHX Text
CASA
AutoCAD SHX Text
YUMA
AutoCAD SHX Text
MESA
AutoCAD SHX Text
PHOENIX
AutoCAD SHX Text
TUCSON
AutoCAD SHX Text
WALKER
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AutoCAD SHX Text o
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
WILLIAMSON
AutoCAD SHX Text
VALLEY RD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
IRON SPRINGS RD
AutoCAD SHX Text
SENATOR
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
LYNX
AutoCAD SHX Text
LAKE
AutoCAD SHX Text
HILLTOP
AutoCAD SHX Text
CAMPGROUND
AutoCAD SHX Text
SOUTHSHORE
AutoCAD SHX Text
DAY USE
AutoCAD SHX Text
STATE LOCATION MAP
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text DIRECTIONS TO PROJECT SITE: LYNX LAKE RECREATION AREA IS LOCATED JUST SOUTHEAST OF PRESCOTT, AZ. TRAVELING EAST FROM PRESCOTT, AZ ON AZ-69 S, CONTINUE FOR APPROXIMATELY 4 MILES. TURN RIGHT ONTO WALKER ROAD. CONTINUE ON WALKER ROAD FOR 2.4 MILES, THEN TURN LEFT INTO LYNX LAKE CAMPGROUND. YAVAPAI COUNTY LYNX LAKE CAMPGROUND ENTRANCE: 34°31'03.04"N 112°23'27.50"WLYNX LAKE CAMPGROUND ENTRANCE ELEVATION:5641 FT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
FOREST ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
DISTRICT RANGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
RECOMMENDED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
FOREST SUPERVISOR
AutoCAD SHX Text
DATE
AutoCAD SHX Text
I HAVE REVIEWED THE TECHNICAL ASPECTS OF THESE DRAWINGS:
AutoCAD SHX Text
INDEX TO SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
AutoCAD SHX Text
TITLE SHEET
AutoCAD SHX Text
AutoCAD SHX Text
ESTIMATE OF QUANTITIES
AutoCAD SHX Text
AutoCAD SHX Text
ESTIMATE OF QUANTITIES
AutoCAD SHX Text
AutoCAD SHX Text
GENERAL WORK NOTES
AutoCAD SHX Text
AutoCAD SHX Text
SITE PLAN- EXISTING SYSTEM
AutoCAD SHX Text
AutoCAD SHX Text
SITE PLAN- NEW SYSTEM
AutoCAD SHX Text
AutoCAD SHX Text
PHASE A-LYNX CAMPGROUND WORK PLAN
AutoCAD SHX Text
AutoCAD SHX Text
PHASE B- STORAGE WORK PLAN
AutoCAD SHX Text
AutoCAD SHX Text
PHASE C- NORTH SHORE WORK PLAN
AutoCAD SHX Text
AutoCAD SHX Text
PHASE D- EAGLE RIDGE WORK PLAN
AutoCAD SHX Text
AutoCAD SHX Text
PHASE E- SOUTH SHORE WORK PLAN
AutoCAD SHX Text
AutoCAD SHX Text
PHASE F- HILLTOP WORK PLAN
AutoCAD SHX Text
AutoCAD SHX Text
PHASE G- WALKER ROAD WORK PLAN
AutoCAD SHX Text
AutoCAD SHX Text
SEDIMENT & EROSION CONTROL DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
UTILITY TRENCH DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
VALVE DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
VALVE BOX DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
PRESSURE REDUCING VALVE AND METER DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
HYDRANT & HOSE BIBB DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
WELL HEAD DETAILS
Checked:
Design:
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
SOUTHWESTERN REGION
R3
Forest
Date:
Drawn:
Sheet Title: Sub Sheet:
Sheet
OF
Project No:
ESTIMATE OF QUANTITIES
LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES
STOGSDILL
STOGSDILL
8/16/2018
PRESCOTT NATIONAL FOREST
BRADSHAW RANGER DISTRICT
T2
2 20
AutoCAD SHX Text
BASE PAY ITEM NUMBER
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
METHOD OF MEASUREMENT
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text 11900
AutoCAD SHX Text
MOBILIZATION/DEMOBILIZATION
AutoCAD SHX Text
LSQ
AutoCAD SHX Text
LS
AutoCAD SHX Text
AutoCAD SHX Text
PHASE A- LYNX CAMPGROUND
AutoCAD SHX Text 221100-1A-2"-2"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 2" & 2"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1A-2"-3"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 2" & 3"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1A-2"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 2"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1A-1.5"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 1.5"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1A-1"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 1"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-2A
AutoCAD SHX Text
NEW WATERLINE CONNECTION TO EXISTING LINE
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3A-1"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3A-1.5"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 1.5"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3A-2"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 2"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-4A
AutoCAD SHX Text
DAYLIGHT DRAIN REPLACEMENT
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-2A
AutoCAD SHX Text
AIR COMBINATION VALVE ASSEMBLY & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-3A-.5"
AutoCAD SHX Text
PRESSURE REDUCING VALVE ASSEMBLY & BOX INSTALLATION- .5"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-3A-1"
AutoCAD SHX Text
PRESSURE REDUCING VALVE ASSEMBLY & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-3A-1.5"
AutoCAD SHX Text
PRESSURE REDUCING VALVE ASSEMBLY & BOX INSTALLATION- 1.5"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 017320-1A
AutoCAD SHX Text WELL HOUSE DEMOLITION & REMOVAL, PITLESS ADAPTOR INSTALLATION, & WELL CAP REPLACEMENT
AutoCAD SHX Text
LSQ
AutoCAD SHX Text
LS
AutoCAD SHX Text
ALL
AutoCAD SHX Text
PHASE B- STORAGE
AutoCAD SHX Text 221100-1B-2"-3"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 2" & 3" IN COMMON TRENCH
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1B-1"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 1"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-2B
AutoCAD SHX Text
NEW WATERLINE CONNECTION TO EXISTING LINE
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3B-1"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3B-2"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 2"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3B-3"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 3"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-4B
AutoCAD SHX Text
DAYLIGHT DRAIN REPLACEMENT
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-1B-1.5"
AutoCAD SHX Text
WATER METER ASSEMBLY & BOX REPLACEMENT- 1.5"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text
BASE PAY ITEM NUMBER
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
METHOD OF MEASUREMENT
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
PHASE C- NORTH SHORE DAY USE AREA
AutoCAD SHX Text 221100-1C-2"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 2"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1C-1.5"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 1.5"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1C-1"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 1"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-2C
AutoCAD SHX Text
NEW WATERLINE CONNECTION TO EXISTING LINE
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3C-1"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3C-1.5"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 1.5"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3C-2"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 2"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-4C
AutoCAD SHX Text
DAYLIGHT DRAIN REPLACEMENT
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-1C- "58"
AutoCAD SHX Text
WATER METER ASSEMBLY & BOX INSTALLATION- " 58"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-2C
AutoCAD SHX Text
AIR COMBINATION VALVE ASSEMBLY & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text
PHASE D- EAGLE RIDGE CAMPGROUND
AutoCAD SHX Text 221100-1D-2"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 2"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1D-1"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 1"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-2D
AutoCAD SHX Text
NEW WATERLINE CONNECTION TO EXISTING LINE
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3D-1"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3D-2"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 2"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-4D
AutoCAD SHX Text
DAYLIGHT DRAIN REPLACEMENT
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-1D- "58"
AutoCAD SHX Text
WATER METER ASSEMBLY & BOX INSTALLATION- " 58"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-3D-.5"
AutoCAD SHX Text
PRESSURE REDUCING VALVE ASSEMBLY & BOX INSTALLATION-.5"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221105-1D
AutoCAD SHX Text
HOSE BIBB AND BACKFLOW PREVENTION ASSEMBLY REPLACEMENT
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text R
U
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
SOUTHWESTERN REGION
R3
Forest
Date:
Drawn:
Sheet Title: Sub Sheet:
Sheet
OF
Project No:
ESTIMATE OF QUANTITIES
LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES
STOGSDILL
STOGSDILL
8/16/2018
PRESCOTT NATIONAL FOREST
BRADSHAW RANGER DISTRICT
T2
3 20
AutoCAD SHX Text
BASE PAY ITEM NUMBER
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
METHOD OF MEASUREMENT
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
PHASE E- SOUTH SHORE DAY USE AREA
AutoCAD SHX Text 221100-1E-2"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 2"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1E-1"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 1"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-2E
AutoCAD SHX Text
NEW WATERLINE CONNECTION TO EXISTING LINE
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3E-1"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3E-2"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 2"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-4E
AutoCAD SHX Text
DAYLIGHT DRAIN REPLACEMENT
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221105-1E
AutoCAD SHX Text
NEW HOSE BIBB AND BACKFLOW PREVENTION ASSEMBLY INSTALLATION
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text
PHASE F- HILLTOP CAMPGROUND
AutoCAD SHX Text 221100-1F-2"
AutoCAD SHX Text
HDPE WATER LINE INSTALLATION- 2"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1F-1"
AutoCAD SHX Text
HDPE WATER LINE REPLACEMENT- 1"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-2F
AutoCAD SHX Text
NEW WATERLINE CONNECTION TO EXISTING LINE
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3F-1"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3F-2"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 2"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-4F
AutoCAD SHX Text
DAYLIGHT DRAIN INSTALLATION
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-1F- "58"
AutoCAD SHX Text
WATER METER ASSEMBLY & BOX INSTALLATION- " 58"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-3F-.5"
AutoCAD SHX Text
PRESSURE REDUCING VALVE ASSEMBLY & BOX INSTALLATION- .5"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221105-1F
AutoCAD SHX Text
NEW HOSE BIBB AND BACKFLOW PREVENTION ASSEMBLY INSTALLATION
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text
PHASE G- WALKER ROAD DISTRIBUTION
AutoCAD SHX Text 221100-1G-3"
AutoCAD SHX Text
HDPE WATER LINE INSTALLATION- 3"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-1G-1"
AutoCAD SHX Text
HDPE WATER LINE INSTALLATION- 1"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
LF
AutoCAD SHX Text
AutoCAD SHX Text 221100-3G-1"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 1"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-3G-3"
AutoCAD SHX Text
CURB VALVE & BOX INSTALLATION- 3"
AutoCAD SHX Text
DQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221100-4G
AutoCAD SHX Text
DAYLIGHT DRAIN INSTALLATION
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text 221103-2G
AutoCAD SHX Text
AIR COMBINATION VALVE ASSEMBLY & BOX INSTALLATION- 1"
AutoCAD SHX Text
AQ
AutoCAD SHX Text
EA
AutoCAD SHX Text
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text R
U
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
SOUTHWESTERN REGION
R3
Forest
Date:
Drawn:
Sheet Title: Sub Sheet:
Sheet
OF
Project No:
GENERAL WORK NOTES
LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES
STOGSDILL
STOGSDILL
3/24/2017
PRESCOTT NATIONAL FOREST
BRADSHAW RANGER DISTRICT
T2
4 20
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text
GENERAL CIVIL NOTES
AutoCAD SHX Text
1. ALL WORK SHALL BE IN ACCORDANCE WITH IPC, AWWA, NSF 14, ALL WORK SHALL BE IN ACCORDANCE WITH IPC, AWWA, NSF 14, NSF 61, AND ALL PERTINENT LOCAL REGULATIONS. 2. ALL TRENCHING SHALL CONFORM TO FEDERAL AND STATE OSHA ALL TRENCHING SHALL CONFORM TO FEDERAL AND STATE OSHA SAFETY REQUIREMENTS. 3. BACKFILL TRENCHES IN ROADS AND DRIVEWAYS WITHIN 4 BACKFILL TRENCHES IN ROADS AND DRIVEWAYS WITHIN 4 HOURS, AND ALL OTHER TRENCHES WITHIN 24 HOURS. 4. MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT ACTIVELY IN PROGRESS AND DURING NON-WORK HOURS. 5. WATER SYSTEMS, INCLUDING INDIVIDUAL PHASES, SHALL BE WATER SYSTEMS, INCLUDING INDIVIDUAL PHASES, SHALL BE FULLY TESTED AND FUNCTIONAL BEFORE SERVICE IS REESTABLISHED. 6. WORK SHALL BE PHASED TO LIMIT SITE WIDE SERVICE WORK SHALL BE PHASED TO LIMIT SITE WIDE SERVICE INTERRUPTION TO A MAXIMUM OF 7 CONSECUTIVE DAYS DURING LYNX CAMPGROUND AND STORAGE CONSTRUCTION. CONSTRUCTION IN OTHER AREAS SHALL BE STAGED SUCH THAT SERVICE IS AVAILABLE ELSEWHERE IN THE RECREATION AREA. INDIVIDUAL CAMPGROUND AND DAY USE AREA SERVICE INTERRUPTIONS SHALL BE LIMITED TO 14 DAYS. EXCEPTIONS TO THESE LIMITS SHALL BE APPROVED BY THE CO. AREA CLOSURES SHALL BE APPROVED BY THE CO. 7. CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC AND/ OR GOVERNMENT PERSONNEL SHALL BE KEPT TO A MINIMUM. SCHEDULE ACTIVITIES REQUIRING SERVICE INTERRUPTION OR AREA CLOSURE WITH THE CO AT LEAST 14 DAYS IN ADVANCE. INCLUDE CLOSURES AND INTERRUPTIONS IN CONSTRUCTION SCHEDULE SUBMITTAL WITH TECHNICAL PROPOSAL. 8. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN INCLUDING A SIGN PLAN. A TEMPORARY TRAFFIC BYPASS SHALL BE PROVIDED IN THE EVENT OF ANY CLOSURE OF WALKER ROAD. MAXIMUM CONTINUOUS CLOSURE OF WALKER ROAD SHALL NOT EXCEED 3 DAYS UNLESS APPROVED BY THE CO. 9. CONTRACTOR SHALL CONTACT ARIZONA 811 OR 1-800-STAKEIT CONTRACTOR SHALL CONTACT ARIZONA 811 OR 1-800-STAKEIT FOR THE MARKING OF UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 10. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS UNLESS OTHERWISE NOTED. 11. EXISTING CONSTRUCTION INDICATED IS BASED ON LIMITED FIELD EXISTING CONSTRUCTION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND GOVERNMENT-SUPPLIED INFORMATION AVAILABLE AT TIME OF DESIGN. VERIFY ALL EXISTING CONDITIONS, INCLUDING THE ELEVATIONS OF EXISTING UTILITIES AND OTHER UNDERGROUND OBSTRUCTIONS BEFORE PURCHASING MATERIALS. NOTIFY THE CO IF ANY DISCREPANCIES ARE DISCOVERED. 12. WHEN A DETAIL IS IDENTIFIED AS "TYPICAL", APPLY DETAIL FOR WHEN A DETAIL IS IDENTIFIED AS "TYPICAL", APPLY DETAIL FOR CONSTRUCTION OF EVERY LIKE CONDITION, EVEN IF REFERENCE TO THE DETAIL IS NOT REPEATED IN EVERY INSTANCE. IN CASES OF CONFLICT BETWEEN A SPECIFICALLY REFERENCED DETAIL AND A TYPICAL DETAIL, THE SPECIFICALLY REFERENCED DETAIL SHALL GOVERN. 13. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROPERTY OF THE GOVERNMENT. 14. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION, IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED TRAFFIC CONTROL PLAN. 15. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, ANIMALS, AND OTHER NATURAL RESOURCES DURING CONSTRUCTION. CONFINE CONSTRUCTION OPERATIONS TO MINIMUM PRACTICAL AREA. IN NO CASE SHALL CONSTRUCTION OPERATIONS EXTEND BEYOND LIMITS OF CONSTRUCTION INDICATED WITHOUT PRIOR APPROVAL BY THE CO. 16. CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED ENVIRONMENTAL PROTECTION AND STORM WATER POLLUTION PLANS. 17. EXISTING WATERLINE TO BE REPLACED IN ITS CURRENT EXISTING WATERLINE TO BE REPLACED IN ITS CURRENT LOCATION SHALL BE REMOVED AND DISPOSED OF OFFSITE. EXISTING WATERLINE WHERE THE NEW WATERLINE WILL BE RELOCATED SHALL BE ABANDONED IN PLACE IN ACCORDANCE WITH ADEQ STANDARD. 18. MARKER POSTS SHALL BE INSTALLED EVERY 100 FT ALONG MARKER POSTS SHALL BE INSTALLED EVERY 100 FT ALONG THE NEW WATERLINES, AT ALL VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS, JUNCTIONS, AND AT LOCATIONS OF BLIND FLANGES INSTALLED FOR FUTURE CONNECTION. POSTS SHALL BE SET IN A SAFE AND REASONABLY CONSPICUOUS LOCATION. MARKER POST SHALL BE 42" PORTABLE TRAFFIC DELINEATOR POST WITH TWO REFLECTOR STRIPS. THEY SHALL BE FURNISHED NEW AND UNUSED AND BURIED 24" DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST. 2" HIGH LETTERING SHALL BE STENCILED ON THE POST WITH BLACK ENAMEL PAINT INDICATING VALVE OR BLIND FLANGE AND THE OFFSET DISTANCE. 19. CONTRACTOR SHALL POTHOLE ALL TIE-IN, PIPE CROSSINGS, CONTRACTOR SHALL POTHOLE ALL TIE-IN, PIPE CROSSINGS, AND POTENTIAL CONFLICT LOCATIONS BEFORE PIPE INSTALLATION. 20. ALL HDPE FITTINGS SHALL BE BUTT FUSION TYPE. ALL ALL HDPE FITTINGS SHALL BE BUTT FUSION TYPE. ALL TRANSITIONS SHALL BE HDPE BUTT FUSION TO STEEL NPT THREAD. 21. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS DURING CONSTRUCTION. THE REDLINE DRAWINGS SHALL NOTE THE POSITION OF THE NEW WATERLINE WITH RESPECT TO EXISTING STRUCTURES; THE DEPTH OF THE NEW WATERLINE; LOCATIONS OF ALL NEW VALVES, BLOW-OFFS, METERS, FIRE HYDRANTS, AND OTHER WATER LINE APPURTENANCES; LOCATION OF ALL UTILITIES ENCOUNTERED DURING THE INSTALLATION OF THE NEW WATER LINE; LOCATIONS OF ABANDONED WATER LINES; LOCATIONS OF ANY CONTAMINATED SOILS; AND ALL OTHER STRUCTURES ENCOUNTERED DURING CONSTRUCTION. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT THE REDLINE DRAWINGS TO THE CO. 22. FROST DEPTH IS 18". MINIMUM PIPE BURY DEPTH SHALL BE FROST DEPTH IS 18". MINIMUM PIPE BURY DEPTH SHALL BE 24". 23. ALL WATERLINE SHALL SLOPE 2% TO DRAIN. AIR RELEASE ALL WATERLINE SHALL SLOPE 2% TO DRAIN. AIR RELEASE VALVES AND DAYLIGHT DRAINS SHALL BE INSTALLED AT HIGH AND LOW POINTS INCIDENTAL TO WATERLINE CONSTRUCTION.
AutoCAD SHX Text
PROJECT DESCRIPTION
THIS PROJECT ADDRESSES DEFICIENCIES IN THE EXISTING WATER SYSTEM AT LYNX LAKE. SUPPLY AND DISTRIBUTION WATERLINE WILL BE REPLACED ALONG WITH ALL ISOLATION, AIR RELEASE, AND PRESSURE REDUCING VALVES. WATER METERS AND SYSTEM DRAINS WILL BE REPLACED. IN SOME CASES IDENTIFIED IN THE PLANS, HOSE BIBBS WILL BE REPLACED OR ADDED. OTHERWISE, EXISTING HYDRANTS, HOSE BIBBS AND SERVICE CONNECTIONS WILL BE TIED INTO. WELL HEAD ACCESSORIES WILL BE ADDED AND THE EXISTING WELL HOUSE WILL BE DEMOLISHED. NO WORK WILL OCCUR ON THE STORAGE TANK, PUMP, OR TREATMENT SYSTEM. IT IS ANTICIPATED THAT EXISTING DISTRIBUTION PIPING WILL BE PVC.
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
SOUTH WESTERN REGION
R3
SITE PLAN- EXISTING SYSTEM
LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES
PRESCOTT NATIONAL FOREST
BRADSHAW RANGER DISTRICT
C1
5 20
AutoCAD SHX Text M3
AutoCAD SHX Text
DAM
AutoCAD SHX Text
WALKER ROAD
AutoCAD SHX Text M1
AutoCAD SHX Text M2
AutoCAD SHX Text
SCALE
AutoCAD SHX Text 0'
AutoCAD SHX Text 100'
AutoCAD SHX Text 200'
AutoCAD SHX Text 300'
AutoCAD SHX Text 400'
AutoCAD SHX Text 500'
AutoCAD SHX Text
AR
AutoCAD SHX Text Checked:
AutoCAD SHX Text Design:
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text Forest
AutoCAD SHX Text Date:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text Sheet Title:
AutoCAD SHX Text Sub Sheet:
AutoCAD SHX Text Sheet
AutoCAD SHX Text
OF
AutoCAD SHX Text Project No:
AutoCAD SHX Text
STOGSDILL
AutoCAD SHX Text
STOGSDILL
AutoCAD SHX Text 8/17/2018
AutoCAD SHX Text SYMBOL DESCRIPTION DESCRIPTION DRAIN, D CAMPGROUND HYDRANT, H PRESSURE REDUCING VALVE, P FLUSH TOILET, FT DRINKING FOUNTAIN, DF HOSE BIB, HB CHECK VALVE SHUT-OFF VALVE- NORMALLY OPEN SHUT-OFF VALVE- NORMALLY CLOSED GATE VALVE AIR COMBINATION VALVE WATER METER, M
AutoCAD SHX Text
AR
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
HB5
AutoCAD SHX Text H18
AutoCAD SHX Text H17
AutoCAD SHX Text D12
AutoCAD SHX Text D11
AutoCAD SHX Text H16
AutoCAD SHX Text D9
AutoCAD SHX Text H15
AutoCAD SHX Text D10
AutoCAD SHX Text H14
AutoCAD SHX Text H13
AutoCAD SHX Text
LOOP A
AutoCAD SHX Text
LOOP B
AutoCAD SHX Text
LOOP C
AutoCAD SHX Text
HILLTOP CAMPGROUND
AutoCAD SHX Text
HB8
AutoCAD SHX Text H21
AutoCAD SHX Text H20
AutoCAD SHX Text H19
AutoCAD SHX Text
HB7
AutoCAD SHX Text D7
AutoCAD SHX Text
OSPREY
AutoCAD SHX Text
PEREGRINE
AutoCAD SHX Text
EAGLE RIDGE CAMPGROUND
AutoCAD SHX Text
SOUTH SHORE BOATING SITE
AutoCAD SHX Text
LYNX CAMPGROUND
AutoCAD SHX Text
NORTH SHORE VISTA POINT
AutoCAD SHX Text
LOOP A
AutoCAD SHX Text
LOOP B
AutoCAD SHX Text
LOOP D
AutoCAD SHX Text
LOOP C
AutoCAD SHX Text
LOOP E
AutoCAD SHX Text
LOOP F
AutoCAD SHX Text
LOOP G
AutoCAD SHX Text
LOOP H
AutoCAD SHX Text D8
AutoCAD SHX Text H11
AutoCAD SHX Text
DF3
AutoCAD SHX Text H10
AutoCAD SHX Text D5
AutoCAD SHX Text D6
AutoCAD SHX Text
EF
AutoCAD SHX Text P1
AutoCAD SHX Text H1
AutoCAD SHX Text H3
AutoCAD SHX Text H2
AutoCAD SHX Text P2
AutoCAD SHX Text H4
AutoCAD SHX Text D1
AutoCAD SHX Text
FT1
AutoCAD SHX Text H5
AutoCAD SHX Text
HB1
AutoCAD SHX Text H6
AutoCAD SHX Text P3
AutoCAD SHX Text P4
AutoCAD SHX Text
HB2
AutoCAD SHX Text H7
AutoCAD SHX Text H8
AutoCAD SHX Text P5
AutoCAD SHX Text
HB3
AutoCAD SHX Text P5
AutoCAD SHX Text M3
AutoCAD SHX Text
DF2
AutoCAD SHX Text H9
AutoCAD SHX Text P6
AutoCAD SHX Text
DF1
AutoCAD SHX Text D4
AutoCAD SHX Text D3
AutoCAD SHX Text
HB4
AutoCAD SHX Text
FT2
AutoCAD SHX Text
FT3
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
WATER STORAGE TANK
AutoCAD SHX Text
WELL HOUSE
AutoCAD SHX Text
CONTROL HOUSE
AutoCAD SHX Text
MARINA STORE AND RESIDENCE
AutoCAD SHX Text
TO WALKER
AutoCAD SHX Text
TO PRESCOTT HWY. 69
AutoCAD SHX Text
LYNX LAKE
AutoCAD SHX Text
*SEE HISTORICAL SITE PLAN FOR APPROXIMATE LOCATIONS OF BURIED ELECTRICAL LINES.
M2
SOUTH WESTERN REGION
R3
SITE PLAN- NEW SYSTEM
LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES
PRESCOTT NATIONAL FOREST
BRADSHAW RANGER DISTRICT
C1
6 20
AutoCAD SHX Text M2
AutoCAD SHX Text
DAM
AutoCAD SHX Text M1
AutoCAD SHX Text
SCALE
AutoCAD SHX Text 100'
AutoCAD SHX Text 200'
AutoCAD SHX Text 300'
AutoCAD SHX Text 400'
AutoCAD SHX Text 500'
AutoCAD SHX Text
AR
AutoCAD SHX Text M3
AutoCAD SHX Text M4
AutoCAD SHX Text M5
AutoCAD SHX Text M6
AutoCAD SHX Text
AR
AutoCAD SHX Text
AR
AutoCAD SHX Text
AR
AutoCAD SHX Text Checked:
AutoCAD SHX Text Design:
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text Forest
AutoCAD SHX Text Date:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text Sheet Title:
AutoCAD SHX Text Sub Sheet:
AutoCAD SHX Text Sheet
AutoCAD SHX Text
OF
AutoCAD SHX Text Project No:
AutoCAD SHX Text
STOGSDILL
AutoCAD SHX Text
STOGSDILL
AutoCAD SHX Text 8/17/2018
AutoCAD SHX Text SYMBOL DESCRIPTION DESCRIPTION DRAIN, D CAMPGROUND HYDRANT, H PRESSURE REDUCING VALVE, P FLUSH TOILET, FT DRINKING FOUNTAIN, DF HOSE BIBB, HB CHECK VALVE CURB VALVE- NORMALLY OPEN CURB VALVE- NORMALLY CLOSED AIR RELEASE VALVE WATER METER, M
AutoCAD SHX Text
AR
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
HB5
AutoCAD SHX Text H18
AutoCAD SHX Text H17
AutoCAD SHX Text D12
AutoCAD SHX Text D11
AutoCAD SHX Text H16
AutoCAD SHX Text D9
AutoCAD SHX Text H15
AutoCAD SHX Text D13
AutoCAD SHX Text H14
AutoCAD SHX Text H13
AutoCAD SHX Text
LOOP A
AutoCAD SHX Text
LOOP B
AutoCAD SHX Text
LOOP C
AutoCAD SHX Text
PHASE F HILLTOP CAMPGROUND
AutoCAD SHX Text
HB8
AutoCAD SHX Text H21
AutoCAD SHX Text H20
AutoCAD SHX Text H19
AutoCAD SHX Text
HB7
AutoCAD SHX Text D9
AutoCAD SHX Text
OSPREY
AutoCAD SHX Text
PEREGRINE
AutoCAD SHX Text
PHASE D EAGLE RIDGE CAMPGROUND
AutoCAD SHX Text
PHASE A LYNX CAMPGROUND
AutoCAD SHX Text
PHASE C NORTH SHORE VISTA POINT
AutoCAD SHX Text
LOOP A
AutoCAD SHX Text
LOOP B
AutoCAD SHX Text
LOOP D
AutoCAD SHX Text
LOOP C
AutoCAD SHX Text
LOOP E
AutoCAD SHX Text
LOOP F
AutoCAD SHX Text
LOOP G
AutoCAD SHX Text
LOOP H
AutoCAD SHX Text D10
AutoCAD SHX Text
HB9
AutoCAD SHX Text
DF3
AutoCAD SHX Text
HB10
AutoCAD SHX Text D4
AutoCAD SHX Text
EF
AutoCAD SHX Text P1
AutoCAD SHX Text H1
AutoCAD SHX Text H3
AutoCAD SHX Text H2
AutoCAD SHX Text P8
AutoCAD SHX Text H4
AutoCAD SHX Text D1
AutoCAD SHX Text
FT1
AutoCAD SHX Text H5
AutoCAD SHX Text
HB1
AutoCAD SHX Text H6
AutoCAD SHX Text P3
AutoCAD SHX Text P4
AutoCAD SHX Text
HB2
AutoCAD SHX Text H7
AutoCAD SHX Text H8
AutoCAD SHX Text P5
AutoCAD SHX Text
HB3
AutoCAD SHX Text M2
AutoCAD SHX Text
DF2
AutoCAD SHX Text H9
AutoCAD SHX Text P6
AutoCAD SHX Text
DF1
AutoCAD SHX Text D7
AutoCAD SHX Text
HB4
AutoCAD SHX Text
FT2
AutoCAD SHX Text
FT3
AutoCAD SHX Text
PHASE E SOUTH SHORE BOATING SITE
AutoCAD SHX Text
LYNX LAKE
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
WATER STORAGE TANK
AutoCAD SHX Text
WELL HOUSE
AutoCAD SHX Text
CONTROL HOUSE
AutoCAD SHX Text
MARINA STORE AND RESIDENCE
AutoCAD SHX Text
TO WALKER
AutoCAD SHX Text
TO PRESCOTT HWY. 69
AutoCAD SHX Text
PHASE B STORAGE
AutoCAD SHX Text
PHASE G ROAD SIDE DISTRIBUTION
AutoCAD SHX Text
WALKER ROAD
AutoCAD SHX Text M1
AutoCAD SHX Text M3
AutoCAD SHX Text M4
AutoCAD SHX Text M5
AutoCAD SHX Text M6
AutoCAD SHX Text P2
AutoCAD SHX Text P7
AutoCAD SHX Text M1
AutoCAD SHX Text P9
AutoCAD SHX Text P10
AutoCAD SHX Text P11
AutoCAD SHX Text D2
AutoCAD SHX Text D3
AutoCAD SHX Text D5
AutoCAD SHX Text D6
AutoCAD SHX Text D8
AutoCAD SHX Text D14
AutoCAD SHX Text D15
AutoCAD SHX Text
AR2
AutoCAD SHX Text
AR1
AutoCAD SHX Text
AR3
AR4
SOUTH WESTERN REGION
R3
PHASE A- LYNX CAMPGROUND WORK PLAN
LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES
PRESCOTT NATIONAL FOREST
BRADSHAW RANGER DISTRICT
C2
7 20
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1.5"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1.5"
AutoCAD SHX Text
AR
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text Checked:
AutoCAD SHX Text Design:
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text Forest
AutoCAD SHX Text Date:
AutoCAD SHX Text Drawn:
AutoCAD SHX Text Sheet Title:
AutoCAD SHX Text Sub Sheet:
AutoCAD SHX Text Sheet
AutoCAD SHX Text
OF
AutoCAD SHX Text Project No:
AutoCAD SHX Text
STOGSDILL
AutoCAD SHX Text
STOGSDILL
AutoCAD SHX Text 8/17/2018
AutoCAD SHX Text
LOOP D
AutoCAD SHX Text
LOOP A
AutoCAD SHX Text
LOOP B
AutoCAD SHX Text
LOOP C
AutoCAD SHX Text
LOOP E
AutoCAD SHX Text
LOOP F
AutoCAD SHX Text
LOOP H
AutoCAD SHX…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .