About this file

This document is an Amendment (No. 0005) to Solicitation No. W912PP25R0017 for a Design Bid Build water infrastructure project at Melrose Air Force Range in New Mexico. The amendment modifies the solicitation for water line infrastructure to the Permanent Exercise Complex (PEC) and Range Support Complex (RSC), specifically changing Block 13A of the SF1442 to 01 May 2025.

The amendment includes detailed revisions to multiple drawing sheets, primarily involving 4" PVC water line plans and profiles across various segments from Well G-2 to the filtration building and RSC. Key modifications include updated sheet indexes, plan and profile drawings for water lines (CU101.2 through CU114.2), and a new sheet (ES502) for SCADA hand hole details. The drawings provide specific installation instructions, such as potholing existing lines, installing gate valves and communication handholes, and noting requirements for trench details, disinfection, and site restoration.

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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 items 8 and 15, and returning or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

W912PP

Design Bid Build, Water Infrastructure to PEC and RSC at Melrose Air Force Range, New Mexico.

1.This is Amendment No. 0005 to Solicitation No. W912PP25R0017. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

2. Block 13A of the SF1442 is hereby changed to 01 May 2025. Time remains unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

See Item 6

J

W912PP25R0017

1 2

04/28/2025

03/13/2025

W912PP25R0017

AMENDMENT No. 0005

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

TABLE OF CONTENTS – Page 1 TABLE OF CONTENTS – Page 1

3. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:

Delete Page Insert Page

G-002.2 SHEET INDEX G-002.3 SHEET INDEX

CU101.1 PLAN AND PROFILE 4" WATERLINE

FOR WELL G-2 STA. 0+00 TO STA, 8+00

CU101.2 PLAN AND PROFILE 4" WATERLINE

FOR WELL G-2 STA. 0+00 TO STA, 8+00

CU102.1 PLAN AND PROFILE 4” WATERLINE

FROM WELL G-2 STA. 8+00 TO POE

CU102.2 PLAN AND PROFILE 4” WATERLINE

FROM WELL G-2 STA. 8+00 TO POE

CU103.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA. 0+00

TO STA. 9+00

CU103.2 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA. 0+00

TO STA. 9+00

CU104.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA. 9+00

TO STA. 18+00

CU104.2 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA. 9+00

TO STA. 18+00

CU105.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

18+00 TO STA. 27+00

CU105.2 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

18+00 TO STA. 27+00

CU106.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

27+00 TO STA. 36+00

CU106.2 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

27+00 TO STA. 36+00

CU107.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

36+00 TO 45+00

CU107.2 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

36+00 TO 45+00

CU108.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

45+00 TO 54+00

CU108.2 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

45+00 TO 54+00

W912PP25R0017

AMENDMENT No. 0005

Page 2b of 2

CU109.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

54+00 TO POE

CU109.2 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

54+00 TO POE

CU110.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 0+00 TO STA. 9+00

CU110.2 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 0+00 TO STA. 9+00

CU111.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 9+00 TO STA. 18+00

CU111.2 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 9+00 TO STA. 18+00

CU112.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 18+00 TO STA. 27+00

CU112.2 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 18+00 TO STA. 27+00

CU113.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 27+00 TO STA. 36+00

CU113.2 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 27+00 TO STA. 36+00

CU114.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 36+00 TO POE

CU114.2 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 36+00 TO POE

ES502 TELECOMMUNICATION (SCADA) HAND

HOLE DETAILS

////////LAST ITEM////////

WSMR Missile Assembly Support Facility Solicitation No. W912PP25R0003 White Sands Missile Range, NM Solicitation Specifications

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 SOLICITATION, OFFER, AND AWARD, SF 1442; PROPOSAL

SCHEDULE, CORPORATE,

00 20 00 INSTRUCTIONS FOR PROCUREMENT

00 21 00 INSTRUCTIONS

00 22 16 SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 50 00 CONTRACTING FORMS AND SUPPLEMENTS - Wage Determination

00 70 00 CONDITIONS OF THE CONTRACT

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 44 CONSTRUCTION SCHEDULE

01 01 01.00 44 SPECIAL CONTRACT REQUIREMENTS

01 01 10.00 44 SPECIAL PROJECT REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

01 35 20.00 44 SPECIAL PROJECT PROCEDURES FOR WHITE SANDS MISSILE RANGE

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS WHITE SANDS MISSILE RANGE

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

DOCUMENT PROJECT Page 1 l4ecejas Strikethrough

01 91 00.15 TOTAL BUILDING COMMISSIONING

l4ecejas Strikethrough

01 91 00.15 TOTAL BUILDING COMMISSIONING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

G-001

G-002

G-003

GENERAL

DESCRIPTION

COVER SHEET

INDEX OF DRAWINGS, ABBREVIATIONS, GENERAL LEGEND

AND GENERAL NOTES

PROJECT LOCATION AND VICINITY MAP

SHEET ID

C-001

C-101.1

C-102.1

CD101

CS101

CF101

CU101.2

CU102.2

CU103.2

CU104.2

CU105.2

CU106.2

CU107.2

CU108.2

CU109.2

CU110.2

CU111.2

CU112.2

CU113.2

CU114.2

CU115.1

CU116

C-501

C-502

C-503

C-504

C-505

C-506

C-507

C-508.1

C-509.1

CIVIL

SHEET ID

A-101

A-102

A-201

A-202

A-601

ARCHITECTURAL

SHEET ID

S-001

S-002

S-110

S-310

S-510

S-610

S-620

STRUCTURAL

DESCRIPTION

CIVIL GENERAL LEGEND, NOTES AND SYMBOLOGY

SITE AREA PLAN - WELL G-2 AND WELL G-1

SITE AREA PLAN - PEC AND RSC

DEMOLITION AND REMOVAL PLANS

SITE PLAN - FILTRATION BUILDING

FILTRATION PLAN

PLAN AND PROFILE - 4" WATER LINE FROM WELL G-2 STA. 0+00 TO STA. 8+00

PLAN AND PROFILE - 4" WATER LINE FROM WELL G-2 STA. 8+00 TO POE

PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 0+00 TO

STA. 9+00

PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 9+00 TO

STA. 18+00

PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 18+00 TO

STA. 27+00

PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 27+00 TO

STA. 36+00

PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 36+00 TO

STA. 45+00

PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 45+00 TO

STA. 54+00

PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 54+00 TO

STA. POE

PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 0+00 TO STA. 9+00

PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 9+00 TO STA. 18+00

PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 18+00 TO STA. 27+00

PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 27+00 TO STA. 36+00

PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 36+00 TO POE

UTILITY PLAN - PEC SERVICE LINES AND CONNECTIONS

UTILITY PLAN - LEACH FIELD

DETAILS - BURIED WATERLINE

DETAILS - WATERLINE VALVES

DETAILS - VALVE VAULT AND DISTRIBUTION MANIFOLD

DETAILS - WELL G-2

DETAILS - STEEL STORAGE TANK

DETAILS - TANK CONNECTIONS

DETAILS - FILTRATION EQUIPMENT

DETAILS - LEACH FILED

DETAILS - LIQUID ONLY SEPTIC TANK

DESCRIPTION

FLOOR AND REFLECTED CEILING PLANS

ROOF PLAN AND DETAILS

BUILDING ELEVATIONS

BUILDING SECTION AND WALL SECTIONS

DOOR AND PAINT SCHEDULE AND DETAILS

DESCRIPTION

STRUCTURAL GENERAL NOTES

STRUCTURAL GENERAL NOTES AND

ABBREVIATIONS

FOUNDATION AND SLAB-ON-GRADE PLAN

FOUNDATION SECTIONS

TYPICAL CONCRETE DETAILS

FOOTING AND PEDESTAL SCHEDULES

GROSS C&C WIND PRESSURE DIAGRAM

SHEET ID

M-001

M-101

M-501

M-502

M-601

MK-001

MK-101

MK-601

MECHANICAL

DESCRIPTION

MECHANICAL GENERAL NOTES AND SYMBOLS

MECHANICAL PLAN

HVAC DETAILS I

HVAC DETAILS II

MECHANICAL EQUIPMENT SCHEDULES

INSTRUMENTATION GENERAL NOTES AND

SYMBOLS

VALVE VAULT INSTRUMENTATION PLAN

CONTROL SCHEDULES

SHEET ID

E-001

ES-101

ES-102

ES-103

ES-501

ES-502

EG-101

EG-501

EL-101

EP-101

EP-601

EP-602

ELECTRICAL

DESCRIPTION

ELECTRICAL KEY PLAN

ELECTRICAL SITE PLAN - FILTRATION BUILDING

ELECTRICAL SITE PLAN - WELL G-2

ELECTRICAL SITE PLAN - WELL G-1

ELECTRICAL SITE DETAILS

ELECTRICAL SITE DETAILS

FILTRATION BUILDING LIGHTNING PROTECTION PLAN

LIGHTNING PROTECTION DETAILS

FILTRATION BUILDING LIGHTING PLAN

FILTRATION BUILDING POWER PLAN

POWER ONE-LINE DIAGRAMS

PANEL SCHEDULES

SHEET ID

P-001

P-101

P-601

PLUMBING

DESCRIPTION

PLUMBING NOTES AND SYMBOLS

PLUMBING PLAN

PLUMBING EQUIPMENT SCHEDULES

INDEX OF SHEETS

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

PP#_

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INSTALL:

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N: 1218641.10 E: 692052.07

POB: STA. 0+00.00

PROPOSED WELL G-2

SEE SHEET C-504

BEGIN 4" WATER LINE

N:1218650.06 E:692040.05

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EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

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PROFILE - 4" WATER LINE FROM WELL G-2 STA. 0+00 TO STA. 8+00A1 0 5' 10'40' 80'0

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING WELL G-2 TO BE ABANDONED SEE PLAN G1/CD101.

4. PROPOSED WEATHERPROOF WELL PUMP CONTROL PANEL.

5. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

6. INSTALL FLUSHING STATION ASSEMBLY ON DISCHARGE LINE OF WELL PER

DETAIL A14/C-504.

40' 80'0

NORTH

SCALE: 1"=40'

PLAN - 4" WATER LINE LINE FROM WELL G-2 G1

WELL ROAD

4'' W 4'' W 4'' W 4'' W 4'' W 4'' WSCADA SCADA SCADA SCADA SCADA SCADA SCADA8+00 9+00 10+00 11+00 11+34.18

4'' W

4'' W

4'' W

4'' W

SC

AD

A

SC

AD

A

SC

AD

A

SC

AD

A

WELL

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

O H

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

O

HE

O

HE

OHE

OHE

4'' W

4'' W

4'' W

4'' W

42654265

STA. 11+31.18

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1217978.73 E: 692949.17

STA. 11+19.99

HORZ. ∠: 025.18°

N: 1217980.96 E: 692938.20

POE: STA. 11+34.18

END 4" WATER LINE

VAULT CONNECTION

PER A1/C-503

N:1217978.13 E:692952.11

.2

.5

8+00

.4

.4

8+40

.0

.4

8+80

.7

.3

9+20

.6

.3

9+60

.5

.2

10+00

.2

.2

10+40

.9

.1

10+80

.0

.1

11+20 11+40

EXISTING GRADE @ CL

CONNECTION TO VALVE

VAULT PER DETAIL A1/C-503

ST

A.

1+

.1

- G

AT

E

VA

LV

E

AS

SE

M

BL

Y

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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EET C

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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE FROM WELL G-2 STA. 8+00 TO POEA1 0 5' 10'40' 80'0

40' 80'0

NORTH

SCALE: 1"=40'

PLAN - 4" WATER LINE FROM WELL G-2 G1

WELL ROAD

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING WELL G-1 SUBMERSIBLE PUMP TO BE REMOVED, SALVAGED AND

REPLACED. WELL PUMP REPLACEMENT SHALL BE IN ACCORDANCE WITH

SPECIFICATION 33 11 13. NEW WELL PUMP SHALL BE EQUIPPED WITH

VARIABLE FREQUENCY DRIVE AND POST MOUNTED WEATHER PROOF

CONTROL PANEL.

4. PROPOSED UTILITY VAULT SEE SHEET C-503 FOR DETAILS.

5. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

1 2

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

1 2

4' ' W

4' ' W

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

0+00

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

W

EL

L

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

STA. 0+03.00

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1217970.63 E: 692952.36

STA. 0+21.94

HORZ. ∠: 045.00°

N: 1217952.08

E: 692948.58 STA. 0+50.82

HORZ. ∠: 039.61°

N: 1217936.14 E: 692924.50

POB: STA. 0+00.00

VAULT CONNECTION

PER A1/C-503

BEGIN 4" WATER LINE

N:1217973.57 E:692952.95

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

SC

AD

A

SC

AD

A

.0

.1

0+00

.9

.2

0+40

.5

.3

0+80

.6

.5

1+20

.9

.8

1+60

.1

.2

2+00

.7

.6

2+40

.5

.1

2+80

.1

.7

3+20

.9

.4

3+60

.9

.2

4+00

.8

.9

4+40

.1

.7

4+80

.7

.4

5+20

.2

.1

5+60

.1

.7

6+00

.5

.4

6+40

.0

.0

6+80

.2

.5

7+20

.8

.1

7+60

.3

.6

8+00

.7

.1

8+40

.2

.5

8+80

.3

.8

9+00

EXISTING GRADE @ CL

CONNECTION TO VALVE

VAULT PER DETAIL A1/C-503

STA. 0+03.00

1 - GATE VALVE ASSEMBLY

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

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4/

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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 0+00 TO STA. 9+00A1 0 5' 10'40' 80'0

40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. PROPOSED UTILITY VAULT SEE SHEET C-503 FOR DETAILS.

5. INSTALL - 45 LF OF 4" WATER LINE AND CONNECT TO EXISTING 4" WATERLINE.

6. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

7. INSTALL - FLUSHING STATION ASSEMBLY ON DISCHARGE LINE OF WELL

BETWEEN WELL HEAD AND UTILITY VAULT PER DETAIL A14/C-504.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

1 2

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.3

.8

9+00

.5

.0

9+20

.0

.4

9+60

.3

.7

10+00

.7

.1

10+40

.2

.4

10+80

.5

.7

11+20

.9

.1

11+60

.2

.4

12+00

.4

.7

12+40

.5

.0

12+80

.8

.3

13+20

.9

.5

13+60

.0

.6

14+00

.2

.7

14+40

.4

.9

14+80

.6

.0

15+20

.7

.1

15+60

.6

.2

16+00

.0

.4

16+40

.3

.7

16+80

.9

.0

17+20

.5

.4

17+60

.9

.8

18+00

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

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D

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SHEET ID

2 1

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N

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T O

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LO

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D

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D

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AI

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N

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4/

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4/

4/

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STST ST

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T O

S

TA

. 1 8+

4"

W

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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 9+00 TO STA. 18+00A1 0 5' 10'40' 80'0

40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.4

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

1 2

18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

CAV

STA. 26+40.00

INSTALL:

1 - CAV STATION

PER G9/C-502

N: 1215458.73 E: 692171.96

STA. 25+00.00

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1215592.68 E: 692212.65

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.9

.8

18+00

.5

.0

18+40

.6

.1

18+80

.9

.1

19+20

.9

.1

19+60

.6

.1

20+00

.4

.1

20+40

.0

.1

20+80

.8

.1

21+20

.1

.4

21+60

.2

.7

22+00

.7

.2

22+40

.4

.7

22+80

.0

.2

23+20

.5

.7

23+60

.1

.2

24+00

.3

.6

24+40

.7

.0

24+80

.0

.4

25+20

.7

.8

25+60

.8

.1

26+00

.2

.4

26+40

.7

.8

26+80

.9

.9

27+00

EXISTING GRADE @ CL

ST

A.

6+

.0

CAV

- C

AV

S

TA

TI

O N

ST

A.

5+

.0

- G

AT

E

VA

LV

E

AS

SE

M

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Y

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

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D B

Y:

C H

EC

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D B

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N

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D

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C O

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SHEET ID

2 1

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D

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D

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N

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4/

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4/

4/

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STST ST

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A.

8+

T O

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. 2 7+

4"

W

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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 18+00 TO STA. 27+00A1 0 5' 10'40' 80'0

40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

1 2

27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.9

.9

27+00

.0

.0

27+20

.1

.3

27+60

.5

.6

28+00

.9

.0

28+40

.2

.5

28+80

.8

.1

29+20

.1

.7

29+60

.7

.4

30+00

.6

.0

30+40

.2

.6

30+80

.9

.3

31+20

.4

.9

31+60

.9

.5

32+00

.4

.8

32+40

.5

.9

32+80

.4

.0

33+20

.4

.0

33+60

.4

.0

34+00

.4

.0

34+40

.4

.0

34+80

.6

.0

35+20

.6

.0

35+60

.6

.0

36+00

EXISTING GRADE @ CL

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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N

O

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4/

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4/

4/

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7+

T O

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. 3 6+

4"

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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

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40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRAION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.6

.0

36+00

.5

.0

36+40

.6

.2

36+80

.2

.6

37+20

.6

.2

37+60

.4

.9

38+00

.2

.6

38+40

.0

.2

38+80

.8

.9

39+20

.4

.6

39+60

.9

.3

40+00

.4

.0

40+40

.2

.7

40+80

.6

.3

41+20

.4

.8

41+60

.0

.2

42+00

.3

.5

42+40

.5

.6

42+80

.9

.6

43+20

.4

.7

43+60

.4

.8

44+00

.5

.0

44+40

.0

.2

44+80

.4

.4

45+00

EXISTING GRADE @ CL

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

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4/

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5+

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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 36+00 TO STA. 45+00A1 0 5' 10'40' 80'0

40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

CAV

STA. 50+00.00

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1213200.61 E: 691486.04

STA. 52+80.00

INSTALL:

1 - CAV STATION

PER G9/C-502

N: 1212932.69 E: 691404.66

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.4

.4

45+00

.7

.5

45+20

.0

.9

45+60

.5

.3

46+00

.1

.7

46+40

.2

.1

46+80

.2

.4

47+20

.8

.5

47+60

.6

.5

48+00

.6

.5

48+40

.5

.8

48+80

.2

.5

49+20

.1

.3

49+60

.1

.1

50+00

.1

.0

50+40

.7

.8

50+80

.6

.6

51+20

.4

.5

51+60

.6

.2

52+00

.2

.9

52+40

.4

.5

52+80

.9

.0

53+20

.0

.4

53+60

.1

.7

54+00

EXISTING GRADE @ CL

ST

A.

2+

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CAV

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AV

S

TA

TI

O N

ST

A.

0+

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- G

AT

E

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LV

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AS

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4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

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40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

1 2

4'' W

4'' W

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W

61+52.57

54+00

55+00

56+00 57+00

58+00 59+00

60+00 61+00

4' ' W

4' ' W

4' ' W

4' ' W

4'' W

4'' W

4'' W

2'' W

2'' W

CO

CO

CO

CO

CO

ST

ST

ST

ST

COC

O COC

O

OHE

OHE

OHE

OHE

OHE

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

C O

M M

C O

M M

4'' W

4'' W

4'' W

4'' W

4'' W

4'' W

4'' W

4'' W

4'' W

4'' DRAIN

STA. 61+33.05

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1212328.42 E: 690873.74

STA. 54+40.31

HORZ. ∠: 045.00°

N: 1212779.31 E: 691358.06

STA. 54+61.31

HORZ. ∠: 022.50°

N: 1212769.42 E: 691339.54

STA. 55+77.62

HORZ. ∠: 044.86°

N: 1212758.06 E: 691223.78

POE: STA. 61+52.57

END 4" WATER LINE

N:1212308.90 E:690873.74

STA. 61+27.54

HORZ. ∠: 039.53°

N: 1212333.93 E: 690873.74

SCADA

SCADA

SC

AD

A

SC

AD

A

SC

AD

A

SC

AD

A

SCADA

SCADA

SCADA

SCADA

SCADA

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.1

.7

54+00

.9

.9

54+40

.2

.0

54+80

.7

.0

55+20

.9

.9

55+60

.4

.8

56+00

.9

.7

56+40

.6

.9

56+80

.3

.4

57+20

.5

.0

57+60

.5

.6

58+00

.0

.2

58+40

.7

.8

58+80

.0

.4

59+20

.3

.0

59+60

.0

.5

60+00

.6

.1

60+40

.0

.7

60+80

.8

.3

61+20 61+60

EXISTING GRADE @ CL

PENETRATE THOUGH BUILDING

FOUNDATION AND CONNECTION

TO FILTRATION SKID

ST

A.

1+

.0

- G

AT

E

VA

LV

E

AS

SE

M

BL

Y

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

2 1

AM

R

EV

IS

ED

N

O

TE

T O

C

AL

LO

U

T H

AN

D

H O

LE

D

ET

AI

L

AM

R

EV

IS

ED

N

O

TE

4/

/2

4/

4/

R D

STST ST

ST

A.

4+

T O

P O

E 4"

W

AT

ER

L

IN

E

TO

F

IL

TR

AT

IO

N B

U

IL

D

IN

G

PL

AN

A

N D

P R

O

FI

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CU109.2

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US Army Corps of Engineers

U .S

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BU

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IS

TR

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T

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EF

FE

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LA

ZA

AL

BU

Q

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E, N

M , 8

W

2P P-

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XX

X

M

AR

C H

AN

SI

D

W

2P P-

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-0

M

EL

R O

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A

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F

O R

C E

R

AN

G E, R O

O

SE

VE

LT

C O

U N

TY

, N

M W

AT

ER

IN

FR

AS

TR

U C

TU

R

E

TO

P

EC

A N

D R

SC

PR

O

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C T

N U

M

BE

R

PX

LY

SO

LI

C

IT

AT

IO

N D

R

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IN

G

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O T

FO

R

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N

ST

R U

C

TI

O N

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LIN

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EET C

U -108

SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 54+00 TO POEA1 0 5' 10'40' 80'0

40' 80'0

NORTH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

PROPOSED FILTRATION BUILDING

SEE SITE PLAN ON SHEET CS101

PROPOSED LEACH FIELD

SEE SHEET CU116

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

5. REMOVE AND REINSTALL CHAIN LINK FENCE AS REQUIRED.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

1 2

4'' W

4'' W

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

4'' W

2'' W

2'' W

C O

C O

C O

C O

C O

ST

ST

ST

ST

C

OC

O

C

OC

O

PP

PP

PP

PP

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

O H

E

O H

E

OHE

OHE

OHE

OHE

O H

E O

H E

O H

E

O H

E O

H E

O H

E O

H E

O H

E O

H E

F F

F F

F F

F F

F F

F

CO

M

M

CO

M

M

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

0+00

1+00

2+00

3+00 4+00

5+00 6+00

7+00 8+00

9+00

4'' DRAIN

F F

F F

F F

F F

F

F

STA. 0+13.22

INTSTALL:

1 - SERVICE TAP

PER B9/C-502

STA. 0+17.22

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1212261.68 E: 690887.05

STA. 0+26.07

HORZ. ∠: 044.61°

N: 1212252.83 E: 690887.05

STA. 2+32.22

HORZ. ∠: 039.37°

N: 1212106.06 E: 691031.82

SCADA

SCADA

SCADA

SCADA

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

SCADA

SCADA

SCADA

SC

AD

A

.5

0+00

.4

.4

0+40

.6

.7

0+80

.6

.1

1+20

.9

.4

1+60

.2

.6

2+00

.2

.8

2+40

.8

.9

2+80

.0

.0

3+20

.2

.1

3+60

.2

.4

4+00

.4

.7

4+40

.8

.1

4+80

.3

.6

5+20

.0

.2

5+60

.8

.8

6+00

.6

.5

6+40

.3

.1

6+80

.0

.6

7+20

.8

.1

7+60

.5

.4

8+00

.7

.7

8+40

.7

.9

8+80

.0

.0

9+00

EXISTING GRADE @ CL

STA. 0+17.22

1 - GATE VALVE ASSEMBLY

STA. 0+13.22

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

2 1

AM

R

EV

IS

ED

N

O

TE

T O

C

AL

LO

U

T H

AN

D

H O

LE

D

ET

AI

L

AM

R

EV

IS

ED

N

O

TE

A N

D R

EM

O

VE

D

S C

AD

A

LI

N

E

TO

T

AN

K 4/

/2

4/ 8/

R D

STST ST

ST

A.

+0

TO

S

TA

. 9

+0

4" W

AT

ER

LI

N

E

TO

R

SC

PL

AN

A N

D P

R O

FI

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US Army Corps of Engineers

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BU

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TR

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FE

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M , 8

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XX

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M

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C H

AN

SI

D

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2P P-

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-0

M

EL

R O

SE

A

IR

F

O R

C E

R

AN

G E, R O

O

SE

VE

LT

C O

U N

TY

, N

M W

AT

ER

IN

FR

AS

TR

U C

TU

R

E

TO

P

EC

A N

D R

SC

PR

O

JE

C T

N U

M

BE

R

PX

LY

SO

LI

C

IT

AT

IO

N D

R

AW

IN

G

S

- N

O T

FO

R

C O

N

ST

R U

C

TI

O N

M

AT

C H

L

IN

E

ST

A.

+0

- S

EE

S H

EE

T

C U

-1

SCALE: 1"=40' HORIZONTAL / 1"=5 VERTICAL

PROFILE - 4" WATER LINE TO RSC STA. 0+00 TO STA. 9+00A1 0 5' 10'40' 80'0

40' 80'0 N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO RSCG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING FIRE LINE CONTRACTOR SHALL POTHOLE TO CONFIRM LOCATION.

4. EXISTING COMMUNICATION LINE CONTRACTOR SHALL POTHOLE TO CONFIRM

LOCATION.

5. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.0

.0

9+00

.1

.1

9+20

.1

.3

9+60

.3

.6

10+00

.7

.9

10+40

.2

.3

10+80

.8

.8

11+20

.4

.3

11+60

.0

.9

12+00

.8

.6

12+40

.7

.3

12+80

.0

.9

13+20

.7

.4

13+60

.0

.8

14+00

.2

.1

14+40

.5

.4

14+80

.5

.6

15+20

.4

.6

15+60

.3

.7

16+00

.6

.8

16+40

.5

.9

16+80

.2

.9

17+20

.2

.0

17+60

.0

.1

18+00

EXISTING GRADE @ CL

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

2 1

AM

R

EV

IS

ED

N

O

TE

T O

C

AL

LO

U

T H

AN

D

H O

LE

D

ET

AI

L

AM

R

EV

IS

ED

N

O

TE

4/

/2

4/

4/

R D

STST ST

ST

A.

+0

TO

S

TA

. 1

8+

4" W

AT

ER

LI

N

E

TO

R

SC

PL

AN

A N

D P

R O

FI

LE

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. A R

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C O

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G

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R S

AL

BU

Q U

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Q

U E

D

IS

TR

IC

T

J

EF

FE

R

SO

N P

LA

ZA

AL

BU

Q

ER

Q U

E, N

M , 8

W

2P P-

-C

-X

XX

X

M

AR

C H

AN

SI

D

W

2P P-

-R

-0

M

EL

R O

SE

A

IR

F

O R

C E

R

AN

G E, R O

O

SE

VE

LT

C O

U N

TY

, N

M W

AT

ER

IN

FR

AS

TR

U C

TU

R

E

TO

P

EC

A N

D R

SC

PR

O

JE

C T

N U

M

BE

R

PX

LY

SO

LI

C

IT

AT

IO

N D

R

AW

IN

G

S

- N

O T

FO

R

C O

N

ST

R U

C

TI

O N

M

AT

C H

L

IN

E

ST

A.

8+

SE

E

SH

EE

T

C U

-1

SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO RSC STA. 9+00 TO STA. 18+00A1 0 5' 10'40' 80'0

40' 80'0 N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO RSCG1

M

AT

C H

L

IN

E

ST

A.

+0

- S

EE

S H

EE

T

C U

-1

2 SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.3

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

1 2

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W

4'' W

4'' W

4'' W

4'' W

OHE

OHE

OHE

OHE

OHE

OHEOHEOHEOHEOHEOHEOHE

OHEOHEOHEOHEOHEOHEOHEOHE

OHEOHEOHEOHEOHE

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COMM

18+00 19+00

20+00 21+00

22+00 23+00

24+00 25+00

26+00

27+00

F

F

F

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

STA. 25+00.00

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1209840.82 E: 691097.49

STA. 25+96.26

HORZ. ∠: 039.04°

N: 1209744.56 E: 691098.09SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

SCADA

SCADA

SCADA

.0

.1

18+00

.2

.2

18+40

.6

.2

18+80

.1

.4

19+20

.4

.8

19+60

.0

.3

20+00

.8

.8

20+40

.2

.2

20+80

.6

.7

21+20

.0

.2

21+60

.0

.5

22+00

.1

.5

22+40

.3

.4

22+80

.2

.3

23+20

.0

.5

23+60

.0

.1

24+00

.2

.1

24+40

.1

.4

24+80

.6

.9

25+20

.8

.5

25+60

.1

.9

26+00

.8

.8

26+40

.1

.3

26+80

.3

.6

27+00

EXISTING GRADE @ CL

ST

A.

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- G

AT

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4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

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40' 80'0

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PLAN - 4" WATER LINE TO RSCG1

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EET C

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SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

PP#_

PP#_

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COMM

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COMM

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COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMM

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28+00

29+00

30+00

31+00

32+00 33+00 34+00 35+00 36+00

CAV

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STA. 29+20.00

INSTALL:

1 - CAV STATION

PER G9/C-502

N: 1209491.83 E: 690895.77

STA. 32+32.24

HORZ. ∠: 010.08°

N: 1209248.08 E: 690700.63

SCADA

SCADA

SCADA

SCADA

SCADA

SCADA

SCADA

SCADA

SCADA

SCADA

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.3

.6

27+00

.7

.9

27+20

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27+60

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28+00

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28+40

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28+80

.7

.4

29+20

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29+60

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30+00

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30+40

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30+80

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35+60

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36+00

EXISTING GRADE @ CL

ST

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9+

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CAV

- C

AV

S

TA

TI

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4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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EET C

U -112

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING ELECTRICAL/COMMUNICATIONS LINE CONTRACTOR SHALL

POTHOLE TO CONFIRM LOCATION.

4. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS HANDHOLES IN THE SCADA CONDUIT LINE AT NO

GREATER THAN 1000' INTERVALS. SEE SHEET ES502 FOR HANDHOLE

DETAILS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS IN

SPECIFICATION SECTION 33 71 02.

5. FUTURE FIRE LINE (WORK BY OTHERS).

6. FUTURE FIRE STATION (WORK BY OTHERS).4

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

4'' W 4'' W

C

E

C

E

PP#_ PP#_

OHEOHEOHEOHEOHEOHE

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36+00 37+00

+4

9.

W W W W

STA. 37+45.97

INSTALL:

1 - TANK VALVE

CHAMBER PER

PER C1/C-506SCADA SCADA

STA. 37+21.13

HORZ. ∠: 089.87°

N: 1208925.78 E: 690333.03

.5

.7

36+00

.4

.7

36+40

.4

.6

36+80

.6

.6

37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 44+80 45+00

EXISTING GRADE @ CL

4" WATER LINE…

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File details come from the government source that posted it. Updated .