20R1334-AMD2.pdf

RFP No. N6274220R1334

Amendment No. 0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

DOCUMENT 00100, INSTRUCTIONS TO PROPOSERS

PARA 1.1 NUMBER OF COPIES/TIME OF RECEIPT

Subpara a. PRICE PROPOSAL (PAPER). Line 2. Delete “5 November 2020” and insert “19 November 2020”

Subpara b. TECHNICAL PROPOSAL (FACTORS 1 – 4) (PAPER). Line 2. Delete “5 November 2020” and insert

“19 November 2020”

Subpara c. SUBCONTRACTING PLAN (PAPER). Line 2. Delete “6 November 2020” and insert “20 November

2020”

PARA 1.3 INSTRUCTIONS FOR SUBMITTING QUESTIONS REGARDING SOLICITATION

Line 2. Delete “Chelan Crane, chelan.crane@navy.mil” and insert “Norine Horikawa, norine.horikawa@navy.mil”

SPECIFICATIONS

SECTION 01 14 00 – WORK RESTRICTIONS

Remove Replace with

Section 01 14 00 Section 01 14 00

Pages 2 through 6 Pages 2 though 6

SECTION 31 31 16.13 – CHEMICAL TERMITE CONTROL

Section 31 31 16.13 Section 31 31 16.13

Pages 4 through 8 Pages 4 though 8

SECTION 32 13 13.06 – PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

Section 32 13 13.06 Section 32 13 13.06

Pages 12 through 15 Pages 12 through 15

SECTION 33 30 00 – SANITARY SEWERAGE

Section 33 30 00 Section 33 30 00

Pages 2 through 12 Pages 2 through 12

DRAWINGS

The following drawings, bearing the revision date of 10/06/2020, supersede previously issued drawings bearing the same number and title:

DRAWING

NUMBER

NAVFAC

DRAWING NO.

REVISION

DRAWING TITLE

CG-103 17250304 1 GRADING AND DRAINAGE PLAN

CG-508 17250320 1 DRAINAGE DETAILS

CU-101 17250349 1 UNDERGROUND UTILITIES PLAN

mailto:chelan.crane@navy.mil mailto:norine.horikawa@navy.mil

RFP No. N6274220R1334

DRAWING

NAVFAC

DRAWING NO.

REVISION

DRAWING TITLE

CU-502 17250357 1 UTILITY DETAILS

CU-504 17250359 1 UTILITY DETAILS

S-001 17250362 1 MASM & PTMX – GENERAL STRUCTURAL NOTES

S-211 17250371 1 MASM – ELEVATIONS

S-212 17250372 1 MASM – ELEVATIONS

S-231 17250373 1 PTMX – ELEVATIONS

S-232 17250374 1 PTMX – ELEVATIONS

S-518 17250386 1 MASM – ROOF SECTIONS AND DETAILS

AE-151 17250411 1 ECM – ELECTRICAL YARD

A-613 17250441 1 MASM - DOOR & FRAME SCHEDULE

A-631 17250445 1 PTMX - DOOR & FRAME SCHEDULE

IN-112 17250451 1 MASM-PARTIAL FINISH & SIGNAGE PLAN-LEVEL 1-

AREA A

IF-112 17250455 1 MASM-PARTIAL CEQ PLAN-LEVEL 1-AREA A

1-614 17250463 1 MASM-SIGNAGE DETAILS

E-001 17250527 1 GENERAL NOTES & LEGEND

ES-101 17250529 1 ELECTRICAL SITE PLAN-AREA 1

ES-102 17250530 1 ELECTRICAL SITE PLAN-AREA 2

ES-104 17250532 1 ELECTRICAL SITE PLAN-AREA 4

ES-105 17250533 1 ELECTRICAL SITE PLAN-AREA 5

ES-107 17250535 1 ELECTRICAL SITE PLAN-AREAS 7 & 8

E-501 17250553 1 DETAILS

…〉 ⊆≡∂±←↓≡…↔ ↔•≡ ♠∂≥≈∂±÷ ↓↓↑°♣∂″↔≡≥ƒ ≈ƒ← ≠↔≡↑ ↔•≡ ↑≡∫↔↑≡↔″≡±↔〉

∂±↔≡↑∂°↑ °≠ ←↔↑♠…↔♠↑≡〉 ∠±≥ƒ ↔•≡ ←°∂≥ ≈∝…≡±↔ ↔° ↔•≡←≡ ≠°♠±≈↔∂°± ≡≥≡″≡±↔←

∉↑°♥∂≈≡ ↔≡↑″∂↔∂…∂≈≡← …♠↑↑≡±↔≥ƒ ↑≡÷∂←↔≡↑≡≈ ƒ ↔•≡ ∨∉⇒ °↑ ↓↓↑°♥≡≈ ≠°↑ ←♠…• ♠←≡ ƒ ↔•≡ ↓↓↑°↓↑∂↔≡ ÷≡±…ƒ °≠ ↔•≡ •°←↔ …°♠±↔ƒ ±≈ ← ↓↓↑°♥≡≈ ƒ ↔•≡ ↓↓≥ƒ ↔ ↔•≡ •∂÷•≡←↔ ≥≡≥≡≈ ↑↔≡〉 ⊂♠″∂↔ ″±♠≠…↔♠↑≡↑← ≥≡≥ ±≈ ⊂≠≡↔ƒ

∨≥∂″∂±↔≡ ≠°°≈ ←°♠↑…≡← ƒ ↑≡″°♥∂±÷ ≈≡↑∂← ≠↑°″ …≥≡↑∂±÷ ±≈ ÷↑♠∂±÷ ±≈

⇑≡≠°↑≡ ♦°↑× ←↔↑↔←⌠ ♥≡↑∂≠ƒ ↔•↔ ≠∂±≥ ÷↑≈≡← ↑≡ ← ∂±≈∂…↔≡≈ ±≈ ←″°°↔• ∨∩⇐⇒⊃⇒⊄√∠∇ ⇒∇⇔ ∧√〉 ∧∂±≡≥ƒ ÷↑≈≡ ←°∂≥ ±≈ ↑≡″°♥≡ ↓↑↔∂…≥≡← ≥↑÷≡↑ ↔•±

∂± ↓•←≡← ♦•≡± ±ƒ ↓≈←⌠ ↓°↑…•≡←⌠ ↓↑°±←⌠ ←∂≈≡♦≥×←⌠ ≠∂±≥ ÷↑≈∂±÷ °↑ ≥±≈←…↓≡ ↓≥±↔∂±÷ ↑≡ ←∂″♠≥↔±≡°♠←≥ƒ ∂±♥°≥♥≡≈ ≈∝…≡±↔ ↔° ↔•≡ ♠∂≥≈∂±÷ …°±←↔↑♠…↔∂°± ♠↔ ≡≠°↑≡ ±ƒ ↓≈←⌠ ↓°↑…•≡←⌠ °↑ °↔•≡↑ ∂↔≡″← ↑≡→♠∂↑∂±÷

±≈ ↓≥♠″∂±÷ •♥≡ ≡≡± ↔♠↑±≡≈ °≠≠ °↑ ≥°…×≡≈ ↓↑∂°↑ ↔° ↓↓≥ƒ∂±÷ ↔≡↑″∂↔∂…∂≈≡〉

≥°…↔≡≈ ±≈ ∂≈≡±↔∂≠∂≡≈ ↓↑∂°↑ ↔° ↓↓≥ƒ∂±÷ ↔≡↑″∂↔∂…∂≈≡〉

″〉 …°↓ƒ °≠ ↔•≡ ↓≡←↔ …°±↔↑°≥ ♠←∂±≡←← ≥∂…≡±←≡ ±〉 …°↓ƒ °≠ ↔•≡ ↓≡←↔∂…∂≈≡ ↓↓≥∂…↔°↑ …≡↑↔∂≠∂…↔≡←

∂±↔≡±≈≡≈ ←↔↑♠…↔♠↑≡ ♦•∂…• ″ƒ ≥≥°♦ ↔≡↑″∂↔≡ ……≡←← ↔° ♦°°≈ ±≈ ♦°°≈ ↑≡≥↔≡≈

↓↓≥∂…↔∂°± ≡→♠∂↓″≡±↔ ↔° ≡ ♠←≡≈ ∂″″≡≈∂↔≡≥ƒ ↓↑∂°↑ ↔° …°″″≡±…≡″≡±↔ °≠ …≥∂↑↔∂°± ±≈ ↔±× ″≡←♠↑≡″≡±↔← ↔≡←↔← ↑≡ ♠±←↔∂←≠…↔°↑ƒ⌠ ↑≡∫↔↑≡↔″≡±↔

↓↓≥∂…↔°↑⌠ ∉≡←↔ ±÷≡″≡±↔ ∈⇒∨ñ∉⇒⊆⌠ °↑ √±↔≡÷↑↔≡≈ ∉≡←↔ ±÷≡″≡±↔

〉 ∈♠±↔∂↔ƒ °≠ ↓≡←↔∂…∂≈≡ ♠←≡≈〉

⇒ …≥°←≡≈ ←ƒ←↔≡″ ∂← ↑≡…°″″≡±≈≡≈ ← ∂↔ ↓↑≡♥≡±↔← ↔•≡ ↔≡↑″∂↔∂…∂≈≡ ≠↑°″ …°″∂±÷ ∂±↔° …°±↔…↔ ♦∂↔• ↔•≡ ↓↓≥∂…↔°↑ °↑ °↔•≡↑ ↓≡↑←°±←〉 ∠±≥ƒ ♠←≡ ♦↔≡↑ ≠↑°″ …°±≈♠…↔≡≈ ∂± ± ↑≡ ↔•↔ •← ≡≡± ≈≡←∂÷±↔≡≈ ƒ ↔•≡ ¬°♥≡↑±″≡±↔ ↓↓≥∂…↔∂°± ≡→♠∂↓″≡±↔ ≠°↑ ↓↓≥ƒ∂±÷ ↔≡↑″∂↔∂…∂≈≡← ↓↑∂°↑ ↔° ≡…• ≈ƒ °≠ ♠←≡ ≠°↑ ≥≡×←⌠ …≥°÷÷∂±÷⌠ ♦≡↑⌠ °↑ ≈″÷≡〉 √″″≡≈∂↔≡≥ƒ ↓≡↑≠°↑″ ↑≡↓∂↑← °± ↔•≡

⊇←≡ ←♠↑≠…≡ ↓↓≥∂…↔∂°± ≠°↑ ≡←↔≥∂←•∂±÷ •°↑∂∞°±↔≥ ↑↑∂≡↑←〉 ⇒↓↓≥ƒ ←♠↑≠…≡ ↓↓≥∂…±↔← ← …°↑←≡ ←↓↑ƒ ±≈ ↓↑°♥∂≈≡ ♠±∂≠°↑″ ≈∂←↔↑∂♠↔∂°± °♥≡↑ ←°∂≥⌠ °↑ ← ↑≡…°″″≡±≈≡≈ ƒ ↔•≡ ″±♠≠…↔♠↑≡↑〉 √≠ ←°∂≥← ↑≡ ↔↑≡↔≡≈ ↔°

⊄•≡ ⇐°±↔↑…↔∂±÷ ∠≠≠∂…≡↑ ″ƒ ≈↑♦ ←″↓≥≡← ≠°↑ ±≥ƒ←∂←⌠ ↔ ±ƒ ↔∂″≡ ±≈ ±≥ƒ←∂←⌠ ↓≡↑≠°↑″≡≈ ƒ ↔•≡ ¬°♥≡↑±″≡±↔⌠ ∂±≈∂…↔≡← ←″↓≥≡← …°±↔∂± ≥≡←← ↔•±

⇒↓↓≥ƒ ↔≡↑″∂↔∂…∂≈≡ ↓↑∂°↑ ↔° ↓≥…≡″≡±↔ °≠ ♥↓°↑ ↑↑∂≡↑ °↑ ♦↔≡↑↓↑°°≠

↑≡…•≡≈ ″♣∂″♠″ ↓≡±≡↔↑↔∂°± ∂±↔° ↔•≡ ←°∂≥ ← ↑≡…°″″≡±≈≡≈ ƒ ↔•≡

°≠ ↔•≡ ←∂↔≡ ♦∂↔•°♠↔ ≈≡≥ƒ〉

≡♣…≡←← ±≈ ♦←↔≡ ″↔≡↑∂≥ °≠≠ ¬°♥≡↑±″≡±↔ ↓↑°↓≡↑↔ƒ〉

⇔∂←↓°←≡ °≠ ↑≡←∂≈♠≥ ↔≡↑″∂↔∂…∂≈≡← ±≈ …°±↔∂±≡↑← °≠≠ ¬°♥≡↑±″≡±↔ ↓↑°↓≡↑↔ƒ⌠

↓↓≥∂…↔°↑ °↑ ∉≡←↔ ±÷≡″≡±↔ ∈♠≥∂↔ƒ ⇒←←♠↑±…≡ ∨♥≥♠↔°↑ ∈⇒∨ñ∉≡↑≠°↑″±…≡ ⇒←←≡←←″≡±↔ ⊆≡↓↑≡←≡±↔↔∂♥≡ ∉⇒⊆〉 ⊄•≡ ↔≡…•±∂…≥

⇐°°↑≈∂±↔°↑〉 ⊄•∂← ≠°↑″ ∂≈≡±↔∂≠∂≡← ↔•≡ ↔↑÷≡↔ ↓≡←↔⌠ ↔ƒ↓≡ °≠ °↓≡↑↔∂°±⌠

√″″≡≈∂↔≡≥ƒ ≠↔≡↑ ↔•≡ ↓↓≥∂…↔∂°±⌠ ↓↑°↔≡…↔ ↔•≡ ↑≡ ≠↑°″ °↔•≡↑ ♠←≡ ƒ ∂±←∂≈≡ ↔•≡ ≡±↔↑±…≡← ↔° …↑♦≥ ←↓…≡← ±≈ ∂≈≡±↔∂≠ƒ ↔•≡ ←↓…≡ ← ↔↑≡↔≡≈

↑≡← ♦∂↔• ↓≥←↔∂… ∂≠ ←≥ ∂← ±°↔ ↔° ≡ ↓°♠↑≡≈ ∂″″≡≈∂↔≡≥ƒ ≠°≥≥°♦∂±÷

↔•≡ ♠←≡ °≠ …♠↔↔∂±÷ ←↔↑∂÷•↔≡≈÷≡←⌠ ≡♣…≡↓↔ ∂± ♥≡↑ƒ ∂±≠↑≡→♠≡±↔ ∂±←↔±…≡←〉 ∇° ♦↔≡↑⌠ °↔•≡↑ ↔•± ↔↑♠≡ ≠°÷ ←↓↑ƒ← ″∂←↔⌠ ″♠←↔ ≡ ↓↓≥∂≡≈ ↔° ↔•≡ …°±…↑≡↔≡

∧°↑″← ″♠←↔ ≡ ←↔≡≡≥⌠ ≡♣…≡↓↔ ↔•↔ ♦°°≈ ≠°↑″← ″ƒ ≡ ♠←≡≈ ≠°↑ …♠↑♥≡← •♥∂±÷ ↑≈∂♠← °≠ ≠≡≡↔ °↑ ≥≡←←⌠ ±≈ ≠°↑ ≠∂≥≥≡↔←〉 ∧°↑″← ″ƒ ≡ ♠∂≥↔ ♠↓ ♦∂↔• ″≡↔≥ °↑ ♦°°≈⌠ ≈≈≡≈ °±≥ƒ ↔° ↔•≡ ←≡⌠ ↔° ↓↑°♥∂≈≡ ± ∂±…↑≡←≡ ∂± ≈≡↓↔• °≠ ≈≡→♠↔≡ ∂± ←↔↑≡±÷↔• ±≈ ↑∂÷∂≈≥ƒ ↑…≡≈〉 ∧°↑″← ″♠←↔ ≡ ←≡↔ °± ≠∂↑″ ≠∂↑″≥ƒ ∂± …°±↔…↔ ♦∂↔• ↔•≡ ♠±≈≡↑≥ƒ∂±÷ ≥ƒ≡↑ ≠°↑ ∂↔← ≡±↔∂↑≡ ←≡〉 ∧°↑″← ″♠←↔ ±°↔ ≡ ←≡↔ °± ≥°…×← °↑ °± ♠∂≥↔∫♠↓ ←↓°↔← °≠ ♠±≈≡↑≥ƒ∂±÷ ″↔≡↑∂≥〉

°±≥ƒ ♥≡↑ƒ ″∂±∂″♠″ ″°♠±↔ °≠ •±≈ ≠∂±∂←•∂±÷ ∂← ↑≡→♠∂↑≡≈〉 ⇔°♦≡≥← ″♠←↔ ±°↔ ≡ ∂±←↔≥≥≡≈ ƒ ≈°♦≡≥ ∂±←≡↑↔≡↑← ↔↔…•≡≈ ↔° ↔•≡ ↓♥≡↑ °↑ ƒ ±ƒ °↔•≡↑

⊆≡∂±≠°↑…≡″≡±↔ ″♠←↔ ≡ ↓°←∂↔∂°±≡≈ °± ←♠∂↔≥≡ …•∂↑← ←≡…♠↑≡≥ƒ ≠←↔≡±≡≈ ↔°

⇔°♦≡≥← ″♠←↔ ≡ ∂±←↔≥≥≡≈ ♦∂↔• ≥∂÷±″≡±↔ ±°↔ ÷↑≡↔≡↑ ↔•± ñ ∂±…• ↓≡↑ ≠↔〉 •°↑∂∞°±↔≥ ↔°≥≡↑±…≡ °≠ ↓≥♠← °↑ ″∂±♠← ñ ∂±…• ±≈ ♥≡↑↔∂…≥ ↔°≥≡↑±…≡ °≠ ↓≥♠← °↑ ″∂±♠← ñ ∂±…•〉 ⊄•≡ ↓°↑↔∂°± °≠ ≡…• ≈°♦≡≥ ∂±↔≡±≈≡≈ ↔° ″°♥≡

⇔°♦≡≥← ↑≡ ↑≡→♠∂↑≡≈ °±≥ƒ ≠°↑ °≈≈ ←•↓≡≈ ←≥← ← ∂±≈∂…↔≡≈ °± ↔•≡ ↔•≡ ↓♥∂±÷ ≥±≡°≈≈ ←•↓≡≈ ←≥← ″♠←↔ ≡ •≡≥≈ ←≡…♠↑≡≥ƒ ∂± ↓≥…≡ ƒ ″≡±← ←←≡″≥ƒ °↑ •≡≥≈ ≠∂↑″≥ƒ ƒ ″≡…•±∂…≥ ≥°…×∂±÷ ↑↑±÷≡″≡±↔← ↔•↔ ♦∂≥≥ ←←≡″≥∂≡← ″♠←↔ ≡ •≡≥≈ ←≡…♠↑≡≥ƒ ∂± ↔•≡ ↓↑°↓≡↑ ≥°…↔∂°± ƒ ″≡±← °≠

√±←↔≥≥↔∂°± °≠ ≈°♦≡≥← ″♠←↔ ≡ ƒ ↔•≡ °±≈≡≈∫∂±∫↓≥…≡ ″≡↔•°≈⌠ ←♠↓↓°↑↔≡≈ ƒ

″≡±← °≠ ≈≡♥∂…≡← ≠←↔≡±≡≈ ↔° ↔•≡ ≠°↑″←〉 √±←↔≥≥↔∂°± ƒ ↑≡″°♥∂±÷ ±≈

√±←↔≥≥↔∂°± ″♠←↔ ≡ ƒ °±≈∂±÷ ↔•≡ ≈°♦≡≥← ∂±↔° •°≥≡← ≈↑∂≥≥≡≈ ∂±↔° ↔•≡ •↑≈≡±≡≈ …°±…↑≡↔≡〉 ⋅°≥≡← ↓↓↑°♣∂″↔≡≥ƒ ñ ∂±…• ÷↑≡↔≡↑ ∂± ≈∂″≡↔≡↑ ↔•± °±≈≡≈ ∂± ↔•≡ ≈↑∂≥≥≡≈ •°≥≡← ♠←∂±÷ ≡↓°♣ƒ ↑≡←∂± ∂±∝≡…↔≡≈ ↔ ↔•≡ …× °≠ ↔•≡ ∂±←≡↑↔∂°± °≠ ↔•≡ ≈°♦≡≥ ←° ← ↔° …°″↓≥≡↔≡≥ƒ ≠∂≥≥ ↔•≡ ♥°∂≈ ↑°♠±≈ ↔•≡ ≈°♦≡≥〉 ⇒↓↓≥∂…↔∂°± ƒ ♠↔↔≡↑∂±÷ ↔•≡ ≈°♦≡≥ ∂← ±°↔ ↓≡↑″∂↔↔≡≈〉 ⊄•≡ ≈°♦≡≥← ≡≠°↑≡ ↔•≡ ÷↑°♠↔ •↑≈≡±←⌠ ƒ ″≡±← °≠ ←♠∂↔≥≡ ″≡↔≥ °↑ ↓≥←↔∂… …°≥≥↑ …•≡…×≡≈ ƒ ↓≥…∂±÷ ↔•≡ ←↔↑∂÷•↔≡≈÷≡ °± ↔•≡ ←♠↑≠…≡ °≠ ↔•≡ ↓♥≡″≡±↔ °♥≡↑

⇔°♦≡≥← ∂± ≡♣↓±←∂°± ∝°∂±↔← ″♠←↔ ≡ ∂±←↔≥≥≡≈ ƒ ↔•≡ °±≈≡≈∫∂±∫↓≥…≡ ″≡↔•°≈ °↑ ƒ °±≈∂±÷ ∂±↔° •°≥≡← ≈↑∂≥≥≡≈ ∂± •↑≈≡±≡≈ …°±…↑≡↔≡⌠ ♠←∂±÷ ↓↑°…≡≈♠↑≡←

⊂↔↑↔ ≠∂±∂←•∂±÷ °↓≡↑↔∂°±← ∂″″≡≈∂↔≡≥ƒ ≠↔≡↑ ↓≥…≡″≡±↔ °≠ …°±…↑≡↔≡〉 ⊇←≡ ≠∂±∂←•∂±÷ ″…•∂±≡⌠ ≡♣…≡↓↔ •±≈ ≠∂±∂←•∂±÷ ″ƒ ≡ ♠←≡≈ ∂± ≡″≡↑÷≡±…∂≡← ±≈ ←∂≈≡← °≠ ∝°∂±↔ ↔° ↔•≡ ←″≡ ÷↑≈≡〉 ∧∂±∂←• ≠°↑″≡≈ ∝°∂±↔← ≠↑°″ ←≡…♠↑≡≥ƒ ñ ∂±…• ∂± ≠≡≡↔〉

…↑°←←∫←≡…↔∂°± ƒ ↓°♦≡↑∫≈↑∂♥≡± ↔↑±←♥≡↑←≡ ≠∂±∂←•∂±÷ ″…•∂±≡〉 ⊄↑±←♥≡↑←≡ ↑°↔↔∂±÷ ↔♠≡ °↑ ↓∂↓≡ ∂← ±°↔ ↓≡↑″∂↔↔≡≈ ♠±≥≡←← ↓↓↑°♥≡≈ ƒ ↔•≡ ⇐°±↔↑…↔∂±÷ ≠∂±∂←•≡≈⌠ ↓♥≡″≡±↔ ←♠↑≠…≡ ♦∂≥≥ ≡ ≈≡→♠↔≡≥ƒ …°±←°≥∂≈↔≡≈ ±≈ ↔ ↔•≡ ↑≡≈∂≥ƒ ±≈ ……♠↑↔≡≥ƒ ≈∝♠←↔≥≡ ≠°↑ …•±÷≡← ∂± ↓♥≡″≡±↔ …↑°♦± °↑ ←≥°↓≡ ±≈ …°″↓≡±←↔∂°± ≠°↑ ♦≡↑ ±≈ °↔•≡↑ …♠←≡←〉 ×≡ ← ″±ƒ ↓←←≡← °♥≡↑ ≡…• ↑≡ °≠ ↓♥≡″≡±↔ ±≈ ↔ ←♠…• ∂±↔≡↑♥≥← ← ±≡…≡←←↑ƒ ↔° ÷∂♥≡ ↓↑°↓≡↑

…°±…↑≡↔≡ ≠∂±∂←•〉 ≡≡↓ ↔•≡ ↔°↓← °≠ ↔•≡ ≠°↑″← …≥≡± ƒ ≈≡♥∂…≡ ↔↔…•≡≈ ↔°

≡≠°↑≡ ±≡♦≥ƒ ↓≥…≡≈ …°±…↑≡↔≡ •← •↑≈≡±≡≈〉

⊂↔↑∂×≡∫°≠≠ ±≈ ←…↑≡≡≈ ←♠↑≠…≡ °≠ …°±…↑≡↔≡ ↔° ≡≥≡♥↔∂°±← ←≥∂÷•↔≥ƒ °♥≡

⇒≠↔≡↑ ∂±∂↔∂≥ ≠∂±∂←•∂±÷⌠ ≠♠↑↔•≡↑ ←″°°↔• ±≈ …°±←°≥∂≈↔≡ …°±…↑≡↔≡ ƒ ″≡±←

∧°≥≥°♦∂±÷ ∂±∂↔∂≥ ↔≡♣↔♠↑∂±÷ °± ↔•≡ ≠∂↑←↔ ≈ƒ °≠ ↓≥…≡″≡±↔⌠ ↔•≡ ∉≥…∂±÷ ⊇←∂±÷ ⇒÷≡±…ƒ ″♠←↔ ∂±←↓≡…↔ ↔•≡ ↔≡♣↔♠↑∂±÷ ≠°↑ …°″↓≥∂±…≡ ♦∂↔• ≈≡←∂÷± ↔•°↑°♠÷•≥ƒ ↓°♦≡↑ ↑°°″≡≈ ↔° ↑≡″°♥≡ ≥≥ ≈≡↑∂←〉 ⊄•≡ …°±…↑≡↔≡ ∂± ↑≡← °≠

∧∂±∂←• ↔•≡ ←♠↑≠…≡ °≠ ↔•≡ ←≥ ƒ ↑°°″∂±÷ ↔•≡ ←♠↑≠…≡ ♦∂↔• ±≡♦ ♦∂↑≡ ↑°°″ ↔ ≥≡←↔ ∂±…•≡← ♦∂≈≡〉 ¬≡±↔≥ƒ ↓♠≥≥ ↔•≡ ↑°°″ °♥≡↑ ↔•≡ ←♠↑≠…≡ °≠ ±°±∫↓≥←↔∂…〉 ⊂≥∂÷•↔≥ƒ °♥≡↑≥↓ ≈∝…≡±↔ ←↔↑°×≡← °≠ ↔•≡ ↑°°″〉 ⇑↑°°″ ≡ ♠±∂≠°↑″ ∂± …•↑…↔≡↑ ±≈ ♦∂≈↔•⌠ ±≈ ±°↔ ″°↑≡ ↔•± ñ ∂±…• ∂± ≈≡↓↔•〉 ≈≡↓↑≡←←∂°±←⌠ ±≈ ←″≥≥ ↓°…×≡↔← °↑ ↑°♠÷• ←↓°↔← ←♠…• ← ″ƒ ≡ …♠←≡≈ ƒ ……∂≈≡±↔≥≥ƒ ≈∂←↔♠↑∂±÷ ↓↑↔∂…≥≡← °≠ …°↑←≡ ÷÷↑≡÷↔≡ ≡″≡≈≈≡≈ ±≡↑ ↔•≡

≡≈÷∂±÷⌠ …↑≡≠♠≥≥ƒ ≠∂±∂←• ←≥ ≡≈÷≡←⌠ ∂±…≥♠≈∂±÷ ≡≈÷≡← ↔ ≠°↑″≡≈ ∝°∂±↔←⌠ ♦∂↔• ± ≡≈÷≡ •♥∂±÷ ″♣∂″♠″ ↑≈∂♠← °≠ ñ ∂±…•〉 ∪•≡± ↑°°″∂±÷ ∂← ↔•≡ ″↑× ≥≡≠↔ ƒ ↔•≡ ≡≈÷∂±÷ ↔°°≥ ♦∂↔•°♠↔ ≈∂←↔♠↑∂±÷ ↔•≡ ↑°♠±≈≡≈ …°↑±≡↑ ≥≡≠↔ ƒ ↔•≡ ≡≈÷≡↑〉 ⇐≥≡± ƒ ↑≡″°♥∂±÷ ≥°°←≡ ≠↑÷″≡±↔← ±≈ ←°♠↓ƒ ″°↑↔↑

←♠≠≠∂…∂≡±↔ ″°↑↔↑ ≠°↑ ↓↑°↓≡↑ ≠∂±∂←•∂±÷〉 ⊆≡≠∂≥≥ ♥°∂≈← ←°≥∂≈≥ƒ ♦∂↔• ″∂♣↔♠↑≡ °≠ ←♠∂↔≥≡ ↓↑°↓°↑↔∂°±← ±≈ …°±←∂←↔≡±…ƒ ±≈ ↑≡≠∂±∂←•〉 ⊆≡″°♥≡ ♠±±≡…≡←←↑ƒ ↔°°≥ ″↑×← ±≈ ≡≈÷≡←〉 ⊆≡″∂±∂±÷ ≡≈÷≡← ″♠←↔ ≡ ←″°°↔• ±≈ ↔↑♠≡

∉↑°↔≡…↔ …°±…↑≡↔≡ ≈≡→♠↔≡≥ƒ ≠↑°″ ∂±∝♠↑∂°♠← …↔∂°± ƒ ←♠±⌠ ↑∂±⌠ ≠≥°♦∂±÷ ♦↔≡↑⌠ ″≡…•±∂…≥ ∂±∝♠↑ƒ⌠ ↔∂↑≡ ″↑×← ±≈ °∂≥ ←↔∂±←⌠ ±≈ ≈° ±°↔ ≥≥°♦ ∂↔ ↔° ≈↑ƒ °♠↔ ≠↑°″ ↔•≡ ↔∂″≡ ∂↔ ∂← ↓≥…≡≈ ♠±↔∂≥ ↔•≡ ≡♣↓∂↑↔∂°± °≠ ↔•≡ ″∂±∂″♠″ …♠↑∂±÷ ↓≡↑∂°≈← ←↓≡…∂≠∂≡≈ •≡↑≡∂±〉 ⊇←≡ ∪•∂↔≡∫⇑♠↑≥↓∫∉°≥ƒ≡↔•ƒ≥≡±≡ ⊂•≡≡↔ °↑

〉〉 ∪•∂↔≡∫⇑♠↑≥↓∫∉°≥ƒ≡↔•ƒ≥≡±≡ ⊂•≡≡↔

∪≡↔ ≡±↔∂↑≡ ≡♣↓°←≡≈ ←♠↑≠…≡ ↔•°↑°♠÷•≥ƒ ♦∂↔• ≠∂±≡ ←↓↑ƒ °≠ ♦↔≡↑⌠ ←↔♠↑↔≡ …°♥≡↑ …°±…↑≡↔≡ ♦∂↔• ∪•∂↔≡∫⇑♠↑≥↓∫∉°≥ƒ≡↔•ƒ≥≡±≡ ⊂•≡≡↔⌠ ♠↑≥↓ ←∂≈≡ ≈°♦±〉 ƒ ←•≡≡↔← ≈∂↑≡…↔≥ƒ °± …°±…↑≡↔≡ ←♠↑≠…≡ ±≈ °♥≡↑≥↓ ∂±…•≡←〉 ×≡ ∝°∂±↔←〉 ⊆≡↓∂↑ °↑ ↑≡↓≥…≡ ←•≡≡↔← ♦•≡± ≈″÷≡≈ ≈♠↑∂±÷ …♠↑∂±÷〉 ⇐•≡…× ≈∂≥ƒ …°±…↑≡↔≡ ←♠↑≠…≡ ↔° ≡ …♠↑≡≈ ≠°↑ ↔ ≥≡←↔ ≈ƒ←〉

⇒↓↓≥ƒ …°″↓°♠±≈ ∂″″≡≈∂↔≡≥ƒ ≠↔≡↑ ←♠↑≠…≡ ≥°←≡← ∂↔← ♦↔≡↑ ←•≡≡± ±≈ •← ↔•°↑°♠÷•≥ƒ ƒ ″≡…•±∂…≥ ″≡±← ≈♠↑∂±÷ ♠←≡ ±≈ ↓↓≥ƒ ♠±∂≠°↑″≥ƒ ∂± ↔♦°∫…°↔ …°±↔∂±♠°♠← °↓≡↑↔∂°± ƒ ←♠∂↔≥≡ ↓°♦≡↑∫←↓↑ƒ∂±÷ ≡→♠∂↓″≡±↔〉 ⊄°↔≥ ↓∂±•°≥≡← °↑ °↔•≡↑ ∂″↓≡↑≠≡…↔∂°±←〉 ⇒↓↓≥ƒ ± ≈≈∂↔∂°±≥ …°↔ °≠ …°″↓°♠±≈ ∂″″≡≈∂↔≡≥ƒ ↔° ↑≡← ♦•≡↑≡ ≠∂≥″ ∂← ≈≡≠≡…↔∂♥≡〉 ⊆≡←↓↑ƒ …°±…↑≡↔≡ ←♠↑≠…≡← ↔•↔ ↑≡ ←♠∝≡…↔ ↔° •≡♥ƒ ↑∂±≠≥≥ ♦∂↔•∂± •°♠↑← ≠↔≡↑ …♠↑∂±÷ …°″↓°♠±≈

∂±←↓≡…↔∂°± ↓♠↑↓°←≡←〉 ∂±↔∂± …°±↔∂±♠∂↔ƒ °≠ …°↔∂±÷ ≠°↑ ≡±↔∂↑≡ …♠↑∂±÷ ↓≡↑∂°≈ ±≈ ↑≡↓∂↑ ≈″÷≡ ↔° …°↔∂±÷ ∂″″≡≈∂↔≡≥ƒ〉

⇐°±…↑≡↔≡ ⊂≡♦≡↑ ±•°≥≡← ƒ ↔•≡ ∇≡÷↔∂♥≡

⊂≡♦≡↑← ±≈ ∠↔•≡↑ ¬↑♥∂↔ƒ∫∧≥°♦ ⇒↓↓≥∂…↔∂°±←

⇒⊂⊄ ⇔ ⊂↔±≈↑≈ ⊂↓≡…∂≠∂…↔∂°± ≠°↑ ⊄ƒ↓≡ ∉⊂ ∉°≥ƒ⊃∂±ƒ≥ ⇐•≥°↑∂≈≡ ∉⊃⇐ ⊂≡♦≡↑ ∉∂↓≡ ±≈

⇒⊂⊄ ∧ ⊂″°°↔•∫∪≥≥ ∉°≥ƒ⊃∂±ƒ≥ ⇐•≥°↑∂≈≡ ∉⊃⇐ ∉≥←↔∂… ⊇±≈≡↑≈↑∂± ⊂ƒ←↔≡″← ≠°↑ ⋅∂÷•♦ƒ⌠ ⇒∂↑↓°↑↔⌠ ±≈ ⊂∂″∂≥↑ ⇔↑∂±÷≡

∉°≥ƒ⊃∂±ƒ≥ ⇐•≥°↑∂≈≡ ∉⊃⇐ ⇐°↑↑♠÷↔≡≈

∇⊂∧ñ⇒∇⊂√ ∨♥≥♠↔∂°± ∠≠ ⇐°″↓°±≡±↔← ⇒±≈ ⊂ƒ←↔≡″←

←♠″∂↔↔≥← ±°↔ •♥∂±÷ ¬ ≈≡←∂÷±↔∂°± ↑≡ ≠°↑ ⇐°±↔↑…↔°↑ ∈♠≥∂↔ƒ ⇐°±↔↑°≥ ↓↓↑°♥≥〉 ⊂♠″∂↔↔≥← ♦∂↔• ± ⊂ ↑≡ ≠°↑ ∂±…≥♠←∂°± ∂± ↔•≡ ⊂♠←↔∂±∂≥∂↔ƒ

¬↑♥∂↔ƒ ∉∂↓≡

⋅ƒ≈↑°←↔↔∂… ⊂≡♦≡↑ ⊄≡←↔ ¬

√±←↔≥≥ ←↓≡…∂≠∂≡≈ ″↔≡↑∂≥← ƒ ≥∂…≡±←≡≈ ♠±≈≡↑÷↑°♠±≈ ♠↔∂≥∂↔ƒ ⇐°±↔↑…↔°↑ ⊃≡↑∂≠ƒ ∂±←↔≥≥∂±÷ ⇐°±↔↑…↔°↑← ∂…≡±←≡ ∂← …♠↑↑≡±↔ ±≈ …≡↑↔∂≠∂≡≈ °↑

〉〉 ⇔≡≥∂♥≡↑ƒ ±≈ ⊂↔°↑÷≡

⇐•≡…× ♠↓°± ↑↑∂♥≥ ∂≈≡±↔∂≠ƒ ±≈ ←≡÷↑≡÷↔≡ ← ↔° ↔ƒ↓≡←⌠ ≠♠±…↔∂°±←⌠ ±≈ ←∂∞≡←〉 ⊂↔°↑≡ °≠≠ ↔•≡ ÷↑°♠±≈ ∂± ″±±≡↑ ≠≠°↑≈∂±÷ ≡←ƒ ……≡←←∂∂≥∂↔ƒ ±≈

♠±≈≡↑ …°♥≡↑ °♠↔ °≠ ≈∂↑≡…↔ ←♠±≥∂÷•↔〉 ⇔° ±°↔ ←↔°↑≡ ″↔≡↑∂≥← ≈∂↑≡…↔≥ƒ °±

≈≡≥∂♥≡↑ƒ ↔° ↔•≡ ↔↑≡±…• ∂± ←°♠±≈ ♠±≈″÷≡≈ …°±≈∂↔∂°±〉 ⊄×≡ ←↓≡…∂≥ …↑≡ ←↔∂←≠…↔°↑ƒ ↑≡↓∂↑←〉 ⇐↑↑ƒ⌠ ≈° ±°↔ ≈↑÷⌠ ↓∂↓≡ ↔° ↔↑≡±…•〉 ⊂↔°↑≡ ←°≥♥≡±↔←⌠ ←°≥♥≡±↔ …°″↓°♠±≈←⌠ ≥♠↑∂…±↔←⌠ ≡≥←↔°″≡↑∂… ÷←×≡↔←⌠ ±≈ ±ƒ

〉〉 ⊂±∂↔↑ƒ ⊂≡♦≡↑ ¬↑♥∂↔ƒ ∉∂↓≡≥∂±≡

∉↑°♥∂≈≡ ″∂±← ±≈ ≥↔≡↑≥← °≠ ↓°≥ƒ♥∂±ƒ≥ …•≥°↑∂≈≡ ∉⊃⇐ ↓≥←↔∂… ↓∂↓≡〉 ∉↑°♥∂≈≡ ♠∂≥≈∂±÷ …°±±≡…↔∂°±← °≠ ↓°≥ƒ♥∂±ƒ≥ …•≥°↑∂≈≡ ∉⊃⇐ ↓≥←↔∂… ↓∂↓≡〉 ∉↑°♥∂≈≡ ±≡♦ ±≈ ″°≈∂≠ƒ ≡♣∂←↔∂±÷ ≡♣↔≡↑∂°↑ ←±∂↔↑ƒ ÷↑♥∂↔ƒ ←≡♦≡↑ ↓∂↓∂±÷ ±≈ ↓↓♠↑↔≡±±…≡←〉 ∉↑°♥∂≈≡ ≡…• ←ƒ←↔≡″ …°″↓≥≡↔≡ ±≈ ↑≡≈ƒ ≠°↑ °↓≡↑↔∂°±〉 ⊄•≡ ≡♣↔≡↑∂°↑ ←±∂↔↑ƒ ÷↑♥∂↔ƒ ←≡♦≡↑ ←ƒ←↔≡″ ∂±…≥♠≈≡← ≡→♠∂↓″≡±↔⌠ ″↔≡↑∂≥←⌠

〉〉 ¬↑♥∂↔ƒ ∉∂↓≡

〉〉〉 ∉⊃⇐ ¬↑♥∂↔ƒ ⊂≡♦≡↑ ∉∂↓∂±÷

〉〉〉〉 ∉⊃⇐ ¬↑♥∂↔ƒ ∉∂↓≡ ±≈ ∧∂↔↔∂±÷←

〉〉〉〉 ∉⊃⇐ ¬↑♥∂↔ƒ ∏°∂±↔← ±≈ ∏°∂±↔∂±÷ ↔≡↑∂≥

∉↑°♥∂≈≡ …≡″≡±↔ ″°↑↔↑ …°±≠°↑″∂±÷ ↔° ⇒⊂⊄ ⇐⌠ ⊄ƒ↓≡ ♦∂↔• ⊄ƒ↓≡ √√ …≡″≡±↔〉

⊂♠″∂↔ …≡↑↔∂≠∂…↔≡← °≠ …°″↓≥∂±…≡ ←↔↔∂±÷ ↔•≡ ↔ƒ↓≡ °≠ …≡″≡±↔ ♠←≡≈ ∂± …≡″≡±↔ …°±≠°↑″∂±÷ ↔° ⇒⊂⊄ ⇐ñ⇐⌠ ⊄ƒ↓≡ √√ ≠°↑ …°±…↑≡↔≡ ♠←≡≈ ∂± …°±…↑≡↔≡ ↓∂↓≡⌠ …°±…↑≡↔≡ ↓∂↓≡ ≠∂↔↔∂±÷←⌠ ←≡↓↔∂… ↔±×←⌠ ±≈ ″±•°≥≡← ±≈ ↔ƒ↓≡ ♦•≡↑≡ ÷÷↑≡÷↔≡← ↑≡ ≥×≥∂ ↑≡…↔∂♥≡⌠ ← ≈≡↔≡↑″∂±≡≈ ƒ ⇒↓↓≡±≈∂♣ ∩√ °≠ ⇒⊂⊄ ⇐ñ⇐〉

∉↑°♥∂≈≡ ↓°↑↔≥±≈ …≡″≡±↔ …°±…↑≡↔≡ …°±≠°↑″∂±÷ ↔° ⇒⊂⊄ ⇐ñ⇐⌠ …°″↓↑≡←←∂♥≡ ←↔↑≡±÷↔• °≠ ↓←∂ ↔ ≈ƒ←⌠ ≡♣…≡↓↔ ≠°↑ …°±…↑≡↔≡ …↑≈≥≡ ±≈ ≡±…←≡″≡±↔ ∂← ↔° •♥≡ …°″↓↑≡←←∂♥≡ ←↔↑≡±÷↔• °≠ ↓←∂ ″∂±∂″♠″ ↔ ≈ƒ←〉 ∉↑°↔≡…↔ …°±…↑≡↔≡ ∂± ↓≥…≡ ≠↑°″ ″°∂←↔♠↑≡ ≥°←← ≠°↑ ≈ƒ←〉

↔ƒ↓≡ °≠ …≡″≡±↔ ♠←≡≈ ∂± ↔•≡ ″±♠≠…↔♠↑≡ ±≈ ∂±←↔≥≥↔∂°± °≠ ≥≥ ↓↑≡…←↔ °↑ …←↔∫∂±∫↓≥…≡ …°±…↑≡↔≡ ″±•°≥≡←⌠ ←≡↓↔∂… ↔±×←⌠ °↔•≡↑ ←↔↑♠…↔♠↑≡← ±≈ ±ƒ °↔•≡↑ …≡″≡±↔ …°±↔∂±∂±÷ ∂↔≡″← …°±≠°↑″ ↔° ⇒⊂⊄ ⇐ñ⇐ ⊄ƒ↓≡ √√ ⇐≡″≡±↔〉 ↑≡…↔∂♥≡⌠ ← ≈≡↔≡↑″∂±≡≈ ƒ ⇒↓↓≡±≈∂♣ ∩√ °≠ ⇒⊂⊄ ⇐ñ⇐〉 〉

∂±≠∂≥↔↑↔∂°± ∂±↔° ←≡♦≡↑ ←ƒ←↔≡″←〉 ⇒≥≥ ≠∂±∂←•≡≈ ±≈ ←≡≥≡≈ ″±•°≥≡← ♦∂↔• ±≡°↓↑≡±≡ ↑♠≡↑ ↔°↓ ←≡…↔∂°± ±≈ ≥≥ ≥°♦≡↑ ←≡…↔∂°±← ″≈≡ °≠ ∨↔•ƒ≥≡±≡ ∉↑°↓ƒ≥≡±≡ ⇔∂≡±≡ °±°″≡↑ ∨∉⇔ ↑♠≡↑ ♦∂↔• ″∂±∂″♠″ ↔•∂…×±≡←← °≠ ″∂≥←〉 ↔°↓ ←≡…↔∂°±〉 ⊄•≡ ″←↔∂… ∂← ↔° ≡ ±°±∫•↑≈≡±∂±÷ ♠↔ƒ≥ ↑♠≡↑ ←≡≥±↔ ±≈ ←≡≥ ↔° ↔•≡ …°±≡ñ↔°↓ ←≥ °≠ ↔•≡ ″±•°≥≡ñ…↔…• ←∂± ±≈ °♥≡↑ ↔•≡ ≥∂↓ °≠

∉•ƒ←∂…≥ ∉↑°↓≡↑↔∂≡← ⊄≡←↔ ≡↔•°≈← ∨∉⇔ ∇≡°↓↑≡±≡ ⇑♠↔ƒ≥ ←↔∂…

⇒⊂⊄ ⇐ ♦∂↔• ⊄ƒ↓≡ √√ …≡″≡±↔〉

〉〉 ¬≥←←∫∧∂≡↑∫⊆≡∂±≠°↑…≡≈ ∉°≥ƒ≡←↔≡↑ ⊂≡↓↔∂… ⊄±×←

¬≥←←∫∧∂≡↑∫⊆≡∂±≠°↑…≡≈ ∉°≥ƒ≡←↔≡↑ ⊂≡↓↔∂… ⊄±×← ↑≡ ↔° …°±≠°↑″ ↔° √⇒∉∠ ⊕〉

∉⊃⇐ ↓∂↓≡ ±≈ ≠∂↔↔∂±÷←〉 ∉↑°♥∂≈≡ ∇⊂∧ñ⇒∇⊂√ …≡↑↔∂≠∂≡≈ ≡≠≠≥♠≡±↔ ≠∂≥↔≡↑ °±

∉⊃⇐ °↑ ∉°≥ƒ≡↔•ƒ≥≡±≡⌠°≠ ± ↓↓↑°♥≡≈ ←↔±≈↑≈ ≈≡←∂÷±⌠ ±≈ ↓↑°″↓↔ ±≈

∉∂↓≡ ∂← ↔° ≡ ↓≡↑≠°↑↔≡≈ …°↑↑♠÷↔≡≈ ↓°≥ƒ≡↔•ƒ≥≡±≡ ↔♠∂±÷ …°±≠°↑″∂±÷ ↔° ⇒⊂⊄ ∧ñ∧ °↑ ↓≡↑≠°↑↔≡≈ ∉⊃⇐ ↓∂↓≡ …°±≠°↑″∂±÷ ↔° ⇒⊂⊄ ∧〉 ⇐•″≡↑← ↑≡ ↔° ≡ •∂÷• ≈≡±←∂↔ƒ ↓°≥ƒ≡↔•ƒ≥≡±≡ …°±≠°↑″∂±÷ ↔° √⇒∉∠ ∉⊂

⊂♠″∂↔ …≡↑↔∂≠∂…↔∂°± °± ↔•≡ ∂≥∂↔ƒ °≠ ≠↑″≡ ±≈ …°♥≡↑ ↔° …↑↑ƒ ↔•≡ ∂″↓°←≡≈ ≥∂♥≡ ≥°≈〉 ∧↑″≡ ±≈ …°♥≡↑ ↑≡ ↔° ≡ …←↔ ÷↑ƒ ∂↑°±⌠ ⇒⊂⊄ ⇒ñ⇒⌠

°↑ …←↔ ↔•≡ ♦°↑≈← ⊂±∂↔↑ƒ ⊂≡♦≡↑ ∂±↔° …°♥≡↑← ←° ↔•↔ ∂↔ ∂← ↓≥∂±≥ƒ

〉〉 ∉°≥ƒ≡↔•ƒ≥≡±≡ ∨±…←≡″≡±↔

≡↔…〉 ↑≡ ↔° ≡ ≠♠≥≥ƒ ≡±…←≡≈ ∂± ↓°≥ƒ≡↔•ƒ≥≡±≡ ←•≡≡↔∂±÷ ↓≡↑ ⇒∪∪⇒ ⇐ñ⇒〉⌠ ″∂≥ ″∂±♠← ↓≡↑…≡±↔ ↔°≥≡↑±…≡ ≥°♦ ≈≡±←∂↔ƒ ↓°≥ƒ≡↔•ƒ≥≡±≡ ≠∂≥″ ↓≡↑

♥∂≡♦ ≈≡↔∂≥← ♦∂↔• ↓↑°↓≡↑ ≥ƒ°♠↔ ±≈ ≡≥≡♥↔∂°±←〉

⇑…×≠∂≥≥ ≠↔≡↑ ∂±←↓≡…↔∂°± ƒ ↔•≡ ⇐°±↔↑…↔∂±÷ ∠≠≠∂…≡↑〉 ⇑≡≠°↑≡⌠ ≈♠↑∂±÷⌠ ±≈ ≠↔≡↑ ∂±←↔≥≥↔∂°±⌠ ↓↑°↔≡…↔ ↓≥←↔∂… ↓∂↓≡ ±≈ ≠∂↔↔∂±÷← ≠↑°″ ±ƒ ≡±♥∂↑°±″≡±↔ ↔•↔ ♦°♠≥≈ ↑≡←♠≥↔ ∂± ≈″÷≡ °↑ ≈≡↔≡↑∂°↑↔∂°± ↔° ↔•≡ ″↔≡↑∂≥〉 ≡≡↓ …°↓ƒ ≥≥ ↔∂″≡← ±≈ ≠°≥≥°♦ ↔•≡←≡ ∂±←↔↑♠…↔∂°±← ♠±≥≡←← ≈∂↑≡…↔≡≈ °↔•≡↑♦∂←≡ ƒ ↔•≡

⊄•≡←≡ ÷≡±≡↑≥ ↑≡→♠∂↑≡″≡±↔← ↓↓≥ƒ ≡♣…≡↓↔ ♦•≡↑≡ ←↓≡…∂≠∂… ≡♣…≡↓↔∂°± ∂← ″≈≡

⊄≡↑″∂±↔≡ ↔•≡ ♦°↑× …°♥≡↑≡≈ ƒ ↔•∂← ←≡…↔∂°± ↔ ↓°∂±↔ ↓↓↑°♣∂″↔≡≥ƒ ≠≡≡↔

〉〉〉〉 ⊂±∂↔↑ƒ ∉∂↓∂±÷ √±←↔≥≥↔∂°± ∉↑≥≥≡≥ ♦∂↔• ∪↔≡↑ ∂±≡

√±←↔≥≥ ←±∂↔↑ƒ ↓∂↓∂±÷ °↑ ″±•°≥≡← ↔ ≥≡←↔ ≠≡≡↔ •°↑∂∞°±↔≥≥ƒ ≠↑°″

←±∂↔↑ƒ ↓∂↓∂±÷ °↑ ″±•°≥≡ ″ƒ ≡ ≥∂≈ …≥°←≡↑ ↔° ♦↔≡↑ ≥∂±≡ ↓↑°♥∂≈≡≈

〉 ⊄•≡ ↔°↓ …↑°♦± °≠ ↔•≡ ←±∂↔↑ƒ ↓∂↓∂±÷ ∂← ↔° ≡ ↔ ≥≡←↔ ∂±…•≡←

←±∂↔↑ƒ ↓∂↓∂±÷ ♦∂↔• ⇒∪∪⇒∫↓↓↑°♥≡≈ ≈♠…↔∂≥≡ ∂↑°± ♦↔≡↑ ↓↑≡←←♠↑≡ ↓∂↓≡ ±≈ …°±≈♠…↔ •ƒ≈↑°←↔↔∂… ←≡♦≡↑ ↔≡←↔ ♦∂↔•°♠↔ ≥≡×÷≡ ↓↑∂°↑ ↔°

〉〉〉〉 √±←↔≥≥↔∂°± °≠ ⊂±∂↔↑ƒ ∉∂↓∂±÷ ⇐↑°←←∂±÷ ∪↔≡↑ ∂±≡ ƒ ←±∂↔↑ƒ ←≡♦≡↑ ↓∂↓∂±÷ ƒ …↑°←←∂±÷ ♠±≈≡↑ ♦↔≡↑ ≥∂±≡← ↔° ↓↑°♥∂≈≡ ←≡↓↑↔∂°± °≠ ↔ ≥≡←↔ ∂±…•≡← ≡↔♦≡≡± ↔•≡ ↔°↓ °≠ ↔•≡ ←±∂↔↑ƒ ↓∂↓∂±÷

〉 ⇐°±←↔↑♠…↔ ←±∂↔↑ƒ ↓∂↓∂±÷ ↓←←∂±÷ °♥≡↑ °↑ ♠±≈≡↑ ♦↔≡↑ ≥∂±≡← ♦∂↔• •ƒ≈↑°←↔↔∂… ←≡♦≡↑ ↔≡←↔ ♦∂↔•°♠↔ ≥≡×÷≡ ↓↑∂°↑ ↔° …×≠∂≥≥∂±÷〉

〉 ∉↑°↔≡…↔ ←±∂↔↑ƒ ↓∂↓∂±÷ ↓←←∂±÷ °♥≡↑ ♦↔≡↑ ≥∂±≡← ƒ ↓↑°♥∂≈∂±÷∑

↔•≡ ←±∂↔↑ƒ ↓∂↓∂±÷ ±≈ ↔•≡ ↔°↓ °≠ ↔•≡ ♦↔≡↑ ≥∂±≡〉

⇒≈≡→♠↔≡ ←↔↑♠…↔♠↑≥ ←♠↓↓°↑↔ ≠°↑ ↔•≡ ←±∂↔↑ƒ ↓∂↓∂±÷ ↔° ↓↑≡♥≡±↔

⊄•↔ ↔•≡ ≥≡±÷↔•⌠ ″∂±∂″♠″ ≠≡≡↔⌠ °≠ ↔•≡ ←±∂↔↑ƒ ↓∂↓∂±÷ ≡

〉〉〉〉 ⊂±∂↔↑ƒ ⊂≡♦≡↑ ±•°≥≡←

∇° ♦↔≡↑ ↓∂↓∂±÷ ←•≥≥ ↓←← ↔•↑°♠÷• °↑ …°″≡ ∂± …°±↔…↔ ♦∂↔• ±ƒ ↓↑↔ °≠ ←±∂↔↑ƒ ←≡♦≡↑ ″±•°≥≡〉

〉〉〉 ∉∂↓≡ ƒ∂±÷ ±≈ ∏°∂±↔∂±÷

≥°♦≡↑∂±÷ ←≡…↔∂°±← °≠ ↓∂↓≡ ∂±↔° ↔↑≡±…•≡←〉 ƒ ±°±↓↑≡←←♠↑≡ ↓∂↓≡ ♦∂↔• ↔•≡

♦∂≥≥ ±°↔ ≡ ↓≡↑″∂↔↔≡≈〉 ⊆≡↓≥…≡ ƒ °±≡ °≠ ↔•≡ ↓↑°↓≡↑ ≈∂″≡±←∂°±←⌠ ↓∂↓≡ °↑ ″↔≡↑∂≥〉 ⇒↔ ↔•≡ ≡±≈ °≠ ≡…• ♦°↑× ≈ƒ⌠ …≥°←≡ °↓≡± ≡±≈← °≠ ↓∂↓≡ ↔≡″↓°↑↑∂≥ƒ ♦∂↔• ♦°°≈ ≥°…×← °↑ ♠≥ו≡≈←〉 ∉↑°♥∂≈≡ ↔↔≡↑°↑≈← ±°↔ ″°↑≡ ≡≥≡♥↔∂°±← ↑≡ ← ∂±≈∂…↔≡≈〉 ←≡↑ ≡″ ″≡↔•°≈ ″ƒ ≡ ♠←≡≈ ∂± ≥∂≡♠ °≠ ↔↔≡↑°↑≈← ≠°↑ ↔•≡ ←″≡ ↓♠↑↓°←≡〉 ⇐°±←↔↑♠…↔ ↑±…• …°±±≡…↔∂°±← ƒ ♠←≡ °≠

↑≡→♠∂↑≡″≡±↔← °≠ ⇒⊂⊄ ⇔ ≠°↑ ≥ƒ∂±÷ ±≈ ∝°∂±∂±÷ ↓∂↓≡ ±≈ ≠∂↔↔∂±÷←〉 ×≡ ∂± ……°↑≈±…≡ ♦∂↔• ↔•≡ ↑≡→♠∂↑≡″≡±↔← °≠ ⇒⊂⊄ ⇔ ≠°↑ ←←≡″≥ƒ °≠ ∝°∂±↔←〉

∂±↔≡÷↑≥≥ƒ °↑ ×≡ƒ ±≈ °±≈ ♦≥≥← ↔° °↔↔°″ ←≥〉 ∇° ↓↑÷∂±÷ ♦∂≥≥ ≡ …°±←↔↑♠…↔≡≈ °± ± ≡♣∂←↔∂±÷ ≥∂±≡⌠ ↑≡″°♥≡ ≡♣∂←↔∂±÷ ↓∂↓≡ ← ±≡…≡←←↑ƒ ↔° ↓↓↑°♣∂″↔≡≥ƒ ≠≥♠←• ♦∂↔• ↔•≡ ∂±↔≡↑∂°↑ ≠…≡ °≠ ″±•°≥≡ ♦≥≥⌠ ♠↔ ±°↔ ↓↑°↔↑♠≈∂±÷ ∂±↔° ↔•≡ ″±•°≥≡〉 ⊇←≡ ↑≡←∂≥∂≡±↔ …°±±≡…↔°↑← ← ↓↑≡♥∂°♠←≥ƒ

±≡↑≥ƒ ← ↓↑…↔∂…≥≡ ↔° ↔•≡ ↓↓≥∂…≥≡ ↑≡→♠∂↑≡″≡±↔← ←↓≡…∂≠∂≡≈ ≠°↑ ±≡♦ ″±•°≥≡←⌠ ∂±…≥♠≈∂±÷ ≥≥ ±≡…≡←←↑ƒ …°±…↑≡↔≡ ♦°↑×⌠ …♠↔↔∂±÷⌠ ±≈ ←•↓∂±÷〉 ↓≡↑∂↓•≡↑ƒ °≠ ↔•≡ ↓∂↓≡ ♠↔ ±° ≥↑÷≡↑ ↔•± 〉 ↔∂″≡← ↔•≡ ≈∂″≡↔≡↑ °≠ ↔•≡

≠↑≡≡ ≠↑°″ ♦↑↓⌠ …°≥≈ ←•♠↔←⌠ ±≈ ≥°♦ •°≥≡← ↔•↔ ″ƒ ∂″↓∂↑ ↔•≡∂↑ ←↔↑≡±÷↔• ♦≡≥≥∫≈≡≠∂±≡≈ ≥∂±≡← ±≈ ↑∂←≡←〉 ∉↑°♥∂≈≡ ±≡…≡←←↑ƒ ↑≡↔←⌠ ≥♠÷←⌠ ±≈ ↑…×≡↔← ♦•≡↑≡♥≡↑ ±≡…≡←←↑ƒ ≠°↑ ≠∂↔↔∂±÷ ±≈ ←♠↓↓°↑↔〉

±≈ °↔•≡↑ ≈≡≥≡↔≡↑∂°♠← ″↔≡↑∂≥← ±≈ ↓↓≥ƒ …°↔ °≠ ∂↔♠″∂±°♠← ↓∂±↔〉 ⇔°

¬↑≈≡ ↔↑≡±…•≡← ♠±∂≠°↑″≥ƒ ♦∂↔• ±° ←≥°↓≡〉 ƒ ↓≡↑≠°↑↔≡≈ ↓∂↓≡ ♦∂↔• ↔•≡ ↓≡↑≠°↑↔∂°±← ≈°♦±♦↑≈〉 ⇐°″↓≥ƒ ♦∂↔• ↔•≡ …•″≡↑ ″±♠≠…↔♠↑≡↑← ∂±←↔↑♠…↔∂°±←〉

〉〉 √±←↔≥≥↔∂°±← °≠ ∪ƒ≡ ⇑↑±…•≡←

√±←↔≥≥ ♦ƒ≡ ↑±…•≡← ∂± ± ≡♣∂←↔∂±÷ ←≡♦≡↑ ♠←∂±÷ ″≡↔•°≈ ♦•∂…• ≈°≡← ±°↔ ≈″÷≡ ↔•≡ ∂±↔≡÷↑∂↔ƒ °≠ ↔•≡ ≡♣∂←↔∂±÷ ←≡♦≡↑〉 ⇔° ±°↔ …♠↔∂±↔° ↓∂↓∂±÷ ≠°↑ …°±±≡…↔∂°±← ≡♣…≡↓↔ ♦•≡± ↓↓↑°♥≡≈ ƒ ↔•≡ ⇐°±↔↑…↔∂±÷ ∠≠≠∂…≡↑〉 ∪•≡± ↔•≡ …°±±≡…↔∂±÷ ↓∂↓≡ …±±°↔ ≡ ≈≡→♠↔≡≥ƒ ←♠↓↓°↑↔≡≈ °± ♠±≈∂←↔♠↑≡≈ ≡↑↔• °↑ ↔″↓≡≈ …×≠∂≥≥⌠ ←♠↓↓°↑↔ °± …°±…↑≡↔≡ …↑≈≥≡ ← ≈∂↑≡…↔≡≈ ƒ ↔•≡ …°±≈∂↔∂°±← ↑≡←♠≥↔∂±÷ ≠↑°″ ≠♠≥↔ƒ …°±←↔↑♠…↔∂°± ″≡↔•°≈← °↑ ±≡÷≥∂÷≡±…≡ ♦∂↔•°♠↔ ±ƒ ≈≈∂↔∂°±≥ …°←↔ ↔° ↔•≡ ¬°♥≡↑±″≡±↔〉 ⇔° ±°↔ ≈″÷≡ ↔•≡ ≡♣∂←↔∂±÷ ←≡♦≡↑ ♦•≡± ∂±←↔≥≥∂±÷ ♦ƒ≡ ↑±…•≡← ∂± ± ≡♣∂←↔∂±÷ ←≡♦≡↑〉

〉〉〉 ⋅ƒ≈↑°←↔↔∂… ⊂≡♦≡↑ ⊄≡←↔

∪•≡± ♠±♠←♠≥ …°±≠≥∂…↔← ↑≡ ≡±…°♠±↔≡↑≡≈ ≡↔♦≡≡± ←±∂↔↑ƒ ←≡♦≡↑ ±≈ ♦↔≡↑≥∂±≡← •ƒ≈↑°←↔↔∂… ↓↑≡←←♠↑≡ ←≡♦≡↑ ↔≡←↔ ♦∂≥≥ ≡ ↓≡↑≠°↑″≡≈ ∂±

⊄≡←↔ ≥∂±≡← ≠°↑ ≥≡×÷≡ ƒ ≡∂↔•≡↑ ∂±≠∂≥↔↑↔∂°± ↔≡←↔← ±≈ ≡♣≠∂≥↔↑↔∂°± ↔≡←↔←⌠ ±≡÷↔∂♥≡ ∂↑ ↓↑≡←←♠↑≡ ↔≡←↔← °↑ ƒ ≥°♦∫↓↑≡←←♠↑≡ ∂↑ ↔≡←↔←〉 ∪•≡± ±≡…≡←←↑ƒ ↔° ↓↑≡♥≡±↔ ↓∂↓≡≥∂±≡ ″°♥≡″≡±↔ ≈♠↑∂±÷ ↔≡←↔∂±÷⌠ ↓≥…≡ ≈≈∂↔∂°±≥ ≥≥°♦≥≡ ″°♠±↔ ←↓≡…∂≠∂≡≈⌠ ″×≡ ←↔∂←≠…↔°↑ƒ …°↑↑≡…↔∂°± ±≈ ↑≡↔≡←↔

∂± ↔•∂← ↓↑÷↑↓•⌠ ≡♣…≡↓↔ ≠°↑ ↔≡←↔ ↓↑≡←←♠↑≡←〉 ∧°↑ •ƒ≈↑°←↔↔∂… ↓↑≡←←♠↑≡ ↔≡←↔⌠ ♠←≡ •ƒ≈↑°←↔↔∂… ↓↑≡←←♠↑≡ ↓←∂ ∂± ≡♣…≡←← °≠ ↔•≡ ″♣∂″♠″ ♦°↑×∂±÷ ↓↑≡←←♠↑≡ °≠ ↔•≡ ←ƒ←↔≡″⌠ ♠↔ ±°↔ ≥≡←← ↔•± ↓←∂⌠ •°≥≈∂±÷ ↔•≡ ↓↑≡←←♠↑≡ •ƒ≈↑°←↔↔∂… ↓↑≡←←♠↑≡ ±°↔ ≥≡←← ↔•± ↔•≡ ″♣∂″♠″ ♦°↑×∂±÷ ↓↑≡←←♠↑≡ °≠ ↔•≡ ←ƒ←↔≡″〉 ≡×÷≡ ↔≡←↔ ″ƒ ≡ ↓≡↑≠°↑″≡≈ ↔ ↔•≡ ←″≡ ↔∂″≡ ±≈ ↔ ↔•≡ ←″≡

⇒∪∪⇒ ⇐ ≠°↑ •ƒ≈↑°←↔↔∂… ↔≡←↔∂±÷〉 ≡×÷≡ °± ≈♠…↔∂≥≡∫∂↑°± ↓∂↓≡≥∂±≡← ♦∂↔•

⇐•≡…× ≡…• ←↔↑∂÷•↔ ↑♠± °≠ ↓∂↓≡≥∂±≡ ≠°↑ ÷↑°←← ≈≡≠∂…∂≡±…∂≡← ƒ •°≥≈∂±÷ ≥∂÷•↔ ∂± ″±•°≥≡ ↔•≡ ≥∂÷•↔ ″♠←↔ ←•°♦ ↓↑…↔∂…≥≥ƒ ≠♠≥≥ …∂↑…≥≡ °≠ ≥∂÷•↔

≠↔≡↑ ↔↑≡±…•∂±÷ ±≈ ≥ƒ°♠↔ ∂← …°″↓≥≡↔≡〉 ⊂♠″∂↔ ↓↑≡∫∂±←↔≥≥↔∂°± ∂±←↓≡…↔∂°± ↑≡→♠≡←↔ ≠°↑ ≠∂≡≥≈ ←♠↓↓°↑↔ ↔ ≥≡←↔ ≈ƒ← ∂± ≈♥±…≡〉 ⊄•≡

↑≡→♠≡←↔ ≠°↑ ≠∂≡≥≈ ←♠↓↓°↑↔ ↔ ≥≡←↔ ≈ƒ← ∂± ≈♥±…≡〉 ⊄•≡ √±←↔≥≥↔∂°±←

A SPOT ELEVATIONS ARE TO TOP OF FINISH GRADE

UNLESS OTHERWISE STATED.

B

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

MAJOR CONTOUR

MINOR CONTOUR

LEGEND

GRADING AND DRAINAGE PLAN

GENERAL NOTES

CONTOUR INTERVAL IS 1 �t.

STORM DRAIN

TOP OF PAVEMENT

FINISH GRADE

HIGH POINT

LOW POINT

MATCH EXISTING GRADE

TP

G

HP

LP

EG

SD

KEYN��E�

MATCH EXISTING PAVEMENT ELEVATION400

CONCRETE RETAINING WALL, RE C4/CG503408

DRAINAGE SWALE CENTERLINE

C REFER TO SHEET B-100 FOR SOIL BORING NUMBERS

AND LOCATIONS.

INFILTRATION BASIN #3, RE CG508401

CATCH BASIN, RE B4/CG501403

CONCRETE HEADWALL, RE A1/CG501

TRENCH DRAIN, RE: C4/CG502407

STORM DRAIN MANHOLE

CATCH BASIN

GRAVITY SEWER CLEANOUT, RE A4/CU502131

VEGETATED SWALE, RE D1/CG502

STORM PROFILE E, RE B3/CG202431

STORM PROFILE D, RE B3/CG201432

STORM PROFILE P, RE A1/CG201433

D REFER TO SHEETS CG201 - CG202 FOR STORM DRAIN

PROFILES.

E REFER TO SHEETS CG501 - CG509 FOR GRADING AND

DRAINAGE DETAILS.

411 PRECAST STORM DRAIN MANHOLE, RE A3/CG502

MATCHLINE - SEE DRAWING CG104

1 2 3 4 5

D

C

B

A

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

G U

AM

, M

.I.

N

AV

FA

C P

AC

IF

IC

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1632562

FIRE PROTECTION

FY

M C

AF

P

-3

/ A

JJ

Y2

ST

AN

D

O

FF

W

EA

PO

N

S C

O M

PL

EX

, M

SA

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A

DRAWFORM REVISION: 30 APR 2015

KATHYRIYA H. KENNEDY

98244

10' 40'

SCALE: 1"=20'-0"

0 20'

TRUE NORTH

AN

D

ER

SE

N A

FB

AN

D

ER

SE

N

A

FB

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

A/E INFO

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

SCALE

MASM GRADING AND DRAINAGE PLANA1 1" = 20'

G R

AD

IN

G A

N D

D R

AI

N

AG

E

PL

AN

MEH MDB STB

CG103

AM

D

R

FI

S

ET

17250304 060 356

EF

KY

BC

JC

15 JULY 2020

AFIMSC & 36 CES Approval

AMENDMENT NO. 0002

EEGISTERED ENGINEERING FIRM F-2966

10/06/2020

Evan Mizue

10/13/20

1 2 3 4 5

D

C

B

A

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

G U

AM

, M

.I.

N

AV

FA

C P

AC

IF

IC

D

EP

AR

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EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1632562

FIRE PROTECTION

FY

M C

AF

P

-3

/ A

JJ

Y2

ST

AN

D

O

FF

W

EA

PO

N

S C

O M

PL

EX

, M

SA

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A

DRAWFORM REVISION: 30 APR 2015

KATHYRIYA H. KENNEDY

98244

10' 40'

SCALE: 1"=20'-0"

0 20'

AN

D

ER

SE

N A

FB

AN

D

ER

SE

N

A

FB

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

A/E INFO

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

D R

AI

N

AG

E

D

ET

AI

LS

MEH MDB STB

CG508

AM

D

R

FI

S

ET

B1 PEAK FLOW ATTENUATION BASIN 3 MASM

SCALE 1" = 20'-0"

TR

UE

N O

RT

H

DRAINAGE AREA INFORMATION

LOCATION: YIGO, GUAM EXISTING DEVELOPED

TOTAL DRAINAGE AREA 17.31 17.31

IMPERVIOUS AREA 0.86 0.86

HYDROLOGIC SOIL GROUP (HSG) D D

COEFFICIENT (C) 0.33 0.33

TIME OF CONCENTRATION (TC) 0.71 0.71

IMPERVIOUS FRACTION 0.05 0.05

SUMMARY OF DISCHARGE FLOW RATES

PRE-DEV POST-DEVELOPED

EVENT

(YEAR) INFLOW (CFS) INFLOW (CFS) OUT FLOW (CFS)

POND WATER

SURFACE ELEV

(FEET)

1 12.00 12.00 1.60 564.69

2 14.20 14.20 2.00 564.81

10 19.40 19.40 3.70 565.16 25 22.60 22.60 5.60 565.54 50 25.10 25.10 6.90 565.86

GENERAL NOTES

A CAPACITY OF DOWNSTREAM PIPING WAS NOT ADEQUATE TO

PASS FLOW FROM UPSTREAM DRAINAGE AREA BASED ON

THE 10 YEAR STORM.

AREA DRAINING INTO STORM WATER BASIN 3 DID NOT ADD

OR INCREASE IMPERVIOUS AREA� THEREFORE, WATER

QUALITY/TREATMENT IS NOT REQUIRED.

B

FOR CALCULATION PURPOSES, POND BOTTOM

PERCOLATION RATE IS 33 INCHES/HOUR.

C

17250320 076 356

EF

KY

BC

JC

15 JULY 2020

AFIMSC & 36 CES Approval

AMENDMENT NO. 0002

RREGISTERED ENGINEERING FIRM F-2966

10/06/2020

WATER LINE

Wx EXISTING WATER LINE

LEGEND

UTILITY PLAN GENERAL NOTES

A REFER TO SHEETS CU501 THRU CU504 FOR UTILITY DETAILS.

B

SANITARY SEWER

INDUSTRIAL WASTE

U/G ELECTRIC

U/G COMMUNICATIONS

EXISTING U/G COMMUNICATIONS

E

Cx

REFER TO ELECTRICAL PLAN SHEETS FOR ELECTRIC AND

COMMUNICATIONS LOCATIONS.

ALL HORIZONTAL AND VERTICAL BENDS AND TEES REQUIRE

THRUST BLOCKS.

REFER TO SHEETS CU201 THRU CU202 FOR UTILITY PROFILES.

C

D

120 NEW 2 12" WATER LINE

121 NEW 6" FIRE LINE

122 EXISTING FIRE HYDRANT

124 EXISTING 6" WATER LINE

NEW 4" SANITARY SEWER LINE

NEW 4" INDUSTRIAL WASTE LINE

KEYNOTES

FIRE PROTECTIONF

EXISTING FIRE PROTECTIONF

STORM DRAINS

C

REFER TO SHEET C-001 FOR GENERAL UTILITY NOTES.

E

128 EXISTING 8" FIRE LINE

MATCHLINE - SEE DRAWING CU102

1 2 3 4 5

D

C

B

A

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

G U

AM

, M

.I.

N

AV

FA

C P

AC

IF

IC

D

EP

AR

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EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1632562

FIRE PROTECTION

FY

M C

AF

P

-3

/ A

JJ

Y2

ST

AN

D

O

FF

W

EA

PO

N

S C

O M

PL

EX

, M

SA

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A

DRAWFORM REVISION: 30 APR 2015

KATHYRIYA H. KENNEDY

98244

10' 40'

SCALE: 1"=20'-0"

0 20'

TRUE NORTH

AN

D

ER

SE

N A

FB

AN

D

ER

SE

N

A

FB

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

A/E INFO

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

INFILTRATION

BASIN #1

SCALE

PTMX UNDERGROUND UTILITIES PLANA1 1" = 20'

U N

D

ER

G R

O U

N D

U

TI

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TI

ES

P

LA

N

MEH MDB STB

CU101

M A

TC

H

LI

N

E

- S

EE

A

B O

VE

M A

TC

H

LI

N

E

- S

EE

B

EL

O

W

17250349 105 356

EF

KY

BC

JC

15 JULY 2020

AFIMSC & 36 CES Approval

AMENDMENT NO. 0002

AM

D

R

FI

REEGISTERED ENGINEERING FIRM F-2966

10/06/2020

C

B

A

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

G U

AM

, M

.I.

N

AV

FA

C P

AC

IF

IC

D

EP

AR

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EN

T

O F

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N

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Y N

AV

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AC

IL

IT

IE

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EN

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IN

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R

IN

G C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1632562

FIRE PROTECTION

FY

M C

AF

P

-3

/ A

JJ

Y2

ST

AN

D

O

FF

W

EA

PO

N

S C

O M

PL

EX

, M

SA

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A

DRAWFORM REVISION: 30 APR 2015

KATHYRIYA H. KENNEDY

98244

AN

D

ER

SE

N A

FB

AN

D

ER

SE

N

A

FB

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

A/E INFO

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

KEY NOTES

GENERAL SPECIFICATIONS

A. CAPACITY: 5000 GALLONS

B. TYPE: DOUBLE WALL

C. MATERIAL: MILD CARBON STEEL

D. FLOW RATE: 500 GPM

E. GAUGE: BASED ON 60" MAX BURIAL

F. SHELL- 7 GA. 10 GA.

G. HEADS- 7 GA. 7 GA.

H. SURFACE PREP: SEE COATING SPECIFICATION

I. SURFACES COATING:

EXTERIOR-SEE COATING SPECIFICATION

INTERIOR-SEE COATING SPECIFICATION

WYE CONNECTION

PLAN VIEW

CLEANOUT AT

END OF LINE

6"

2'-0"

PIPE SIZE SEE

PLAN (TYP)

PIPE SIZE SEE

PLAN (TYP)

U

TI

LI

TY

D

ET

AI

LS

MEH MDB STB

CU502

AM

D

R

FI

S

ET

3/4" SQ. HOLE

TAG SHALL BE SCREWED TO

THE COVER WITH TWO (2),

1/4" Ø x 1/4" LONG BRASS

ROUND HEAD MACHINE

SCREWS. THE

CONTRACTOR SHALL TAP

THE COVERS TO RECEIVE

THE SCREWS.

MANHOLE OR VALVE BOX

COVER

MANHOLE OR VALVE BOX

COVER

I.D. TAG (SEE DETAIL

BELOW)

300 GV

105(NC)

3 1/2"

1/2"

2"

1"

3/8" Ø HOLE

(TYP)

VALVE SIZE # OF TURNS

TO CLOSE

VALVE VALVE TYPE

ABBREVIATION

TYPICAL I.D. TAG

VALVE TYPE ABBREVIATIONS

GATE VALVE GV

BEVEL GEARED GATE VALVE BGGV

BUTTERFLY VALVE BV

NOTES:

1. THE CONTRACTOR SHALL VERIFY VALVE DATA WITH THE

MANUFACTURER PRIOR TO STAMPING ID TAG.

2. ID TAG SHALL BE INSTALLED ON UNDERSIDE OF ALL NEW

MANHOLE OR VALVE BOX COVER.

3. INCLUDE "(NC)" ONLY IF THE VALVE IS NORMALLY CLOSED.

4. IF THE VALVE IS IN A MANHOLE OR BOX WHERE THE VALVE IS

ACCESSIBLE, ALSO INSTALL AN ID TAG DIRECTLY ON THE

VALVE USING 16 GA COPPER WIRE. THIS IS IN ADDITION TO

THE TAG REQUIRED FOR THE COVER.

A A

PLAN

SECTION

1. 150# R.F.S.O. FLANGE W/ 2" FNPT FOR VENT

2. 4"Ø FNPT FOR GAUGE WITH PLUG

3. VELOCITY HEAD DIFFUSION BAFFLE

4. WEAR PLATE

5. SEDIMENT CHAMBER

6. UNDERFLOW BAFFLE

7. SLUDGE BAFFLE

8. STRIKER PLATES

9. NOT USED

10. TANK CHAMBER

11. NOT USED

12. STEEL OUTLET DOWNCOMER

13. 24"Ø MANWAY WITH NEO-CORK GASKETS. BOLT-ON

EXTENSION SHIPPED LOOSE

14. NOT USED

15. 2"Ø FNPT FOR LEVEL SENSOR WITH RISER PIPE SHIPPED

LOOSE

16. LIFTING LUG

17. 2"Ø FNPT FOR VENT

18. 2"Ø FNPT FOR LEAK SENSOR WITH RISER PIPE SHIPPED

LOOSE

19. CONCRETE FOUNDATION 24" MINIMUM THICKNESS.

20. 6" MINIMUM THICK LAYER OF SAND.

21. HOLD-DOWN STRAP W/NEOPRENE LINER.

C3 5,000 GALLON UNDERGROUND STORAGE TANK

SCALE NTS

A2 IDENTIFICATION TAG FOR MANHOLE OR VALVE BOX COVER

NTS A4 GRAVITY SEWER WYE CONNECTION AND CLEANOUT

SCALE NTS

NOTES:

1. SUBMIT SHOP DRAWINGS FOR APPROVAL.

2. LEVEL FLOATS AND ALARMS ARE REQUIRED. CONDUITS

PROVIDED FROM BLDG TO TANK AREA.

3. PROVIDE CERTIFICATION FOR TANK MANUFACTURER THAT

TANK IS CAPABLE OF HS20 WHEEL LOADING.

4. PROVIDE FOUNDATION DESIGN AND CALCULATIONS WITH A

FACTOR OF SAFETY OF 2.0 OR GREATER FOR BUOYANCY

FROM A REGISTERED PROFESSIONAL ENGINEER.

17250357 113 356

EF

KY

BC

JC

15 JULY 2020

AFIMSC & 36 CES Approval

AMENDMENT NO. 0002

TANKS TO RECEIVE 75 MILS (PER SSPC PA2) INTERIOR AND EXTERIOR

COATING COMPOSED OF SOLVENT-FREE, TAR-FREE, 100 PERCENT

SOLIDS, TWO-COMPONENT POLYURETHANE CORROSION PREVENTION

COATING THAT COMPLIES WITH UL 1746, PART IV. PREPARATION OF

THE SURFACE PRIOR TO COATING INCLUDES BLAST TO A NEAR WHITE

BLAST (SSPC-SP10� NACE 2� SA 2.5). REPAIR MINOR SCRATCHES AND

SURFACE DAMAGE DUE TO IMPACT OR ABRASION DURING

TRANSPORTATION IN THE FIELD.

TANK COATING SPECIFICATION

REGISTERED ENGINEERING FIRM F-2966

10/06/2020

C

B

A

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

G U

AM

, M

.I.

N

AV

FA

C P

AC

IF

IC

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1632562

FIRE PROTECTION

FY

M C

AF

P

-3

/ A

JJ

Y2

ST

AN

D

O

FF

W

EA

PO

N

S C

O M

PL

EX

, M

SA

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A

DRAWFORM REVISION: 30 APR 2015

KATHYRIYA H. KENNEDY

98244

AN

D

ER

SE

N A

FB

AN

D

ER

SE

N

A

FB

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

A/E INFO

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

U

TI

LI

TY

D

ET

AI

LS

MEH MDB STB

CU504

AM

D

R

FI

4" Ø PERFORATED

PIPE, RE: B3/CU502

PERFORATION SPECIFICATIONS:

TWO ROWS OF 1/2" DIAMETER HOLES WITH HOLE SPACING OF 5" CENTER-TO-CENTER. ROWS ARE 120° APART.

1/2" � 8" O.C. B.W.

INV EL 543.37 FT

2-1/2" DIA. EXTRA BARS

6" HIGH x 12" WIDE

OVERFLOW

OPENING

CONCRETE TOP SLAB,

EL=548.25 FT±

8" CMU WALL W/ REINF. BARS

1/2" � 8" O.C. VERT.,

3/8" BAR � 1'-4" O.C. HORIZ.,

1/2" THICK PLASTERED

FINISH ON INSIDE WALL AND

ALL CELLS GROUTED.

3/8" � 8" O.C. B.W.

6" Ø CAST

IRON

CLEANOUT

CONCRETE COLLAR

AROUND MANHOLE

COVER (TYP)

OUTLET

COMPARTMENTINLET COMPARTMENT

FIN./EXIST. GRADE

4" Ø TEE LIQUID

LEVEL

6"

TEE

6" HEIGHT x 12" WIDE

OVERFLOW OPENING

INTERIOR CMU WALL SAME

REINFORCEMENTS WITH

EXTERIOR WALL. PLASTERED

FINISH ON EACH SIDE.

FINISH GRADE

8" CMU WALL W/ REINF.

BARS 1/2" � 8" O.C.

VERTICAL, 3/8" � 1'-4" O.C.

HORIZ., 1/2" THK.

PLASTERED FINISH ON

INSIDE WALL AND ALL CELLS

GROUTED

CONSTRUCTION JOINT

TYPICAL ALL AROUND

BOT. EL.=538.10 FT

4" Ø OUTLET TO

LEACHING FIELD

SEWER MANHOLE FRAME AND COVER

NEENAH R-1792-AL, OR APPROVED

EQUAL (TYP)

EL=543.77 FT

PLAN

0°

120°'

4"Ø PERFORATED

PIPE SHALL BE

LAID LEVEL

3/4" TO 1/2"

CLEAN CRUSHED

GRAVEL

PIPE JUNCTION

INV. EL. = 543.72'

INSTALL

1 - 4"Ø CROSS

4"SANITARY

SEWER FROM

SEPTIC TANK

S=0.01 FT/FT

PROVIDE END

CAP (TYP)

HAND COMPACTED BACKFILL

DO NOT RUNOVER WITH LIGHT

OR HEAVY EQUIPMENT

ELEVATION VARIES

FILTER

FABRIC

3/4" TO 1/2"

CLEAN CRUSHED

GRAVEL

UNDISTURBED SOIL

HOLE

SEE NOTE BELOW

PRINT

LINE

4"Ø PVC PIPE WITH

WATERTIGHT JOINTS

8" THK CMU

6" DIA

CLEANOUT

4" Ø

OUTLET

SEWER

MANHOLE FRAME

AND COVER

SEWER MANHOLE

FRAME AND COVER

8"

4'-0"

8"

2'-0"

8" 8'-0"

5' -8

8" 4'

-0

8"

3'-0" 6'-0" 6'-0" 3'-0"

VA

R

IE

S

4' -6

M

IN

6" 4"

8"

VA

R

IE

S 3'

-0

M

IN

3' -1

1 2"

'-0

3' -1

1 2"

'-3

3'-0" 6'-0" 6'-0" 3'-0"

18'-0"

5' -0

8"

6'-8" 8"

8"

8"

5' -8

±4

'-3

6"

2' -1

1"

8"

2' -0

SEWER MANHOLE FRAME AND COVER

NEENAH R-1792-AL, OR APPROVED

EQUAL (TYP)

SEPTIC TANK DETAILSA4 NTS

TRANSVERSE SECTIONB4 NTS

SCALE N.T.S.

LONGITUDINAL SECTIONC4

SCALE N.T.S.

LEACHING FIELD SECTIONA3

SCALE N.T.S.

PERFORATED UNDERDRAIN PIPEA3

LEACHING FIELD PLANA1 NTS

48" Ø MANHOLE

RE: A1/CU501

17250359 115 356

EF

KY

BC

JC

15 JULY 2020

AFIMSC & 36 CES Approval

NOTE:

PRECAST CONCRETE SEPTIC TANK IS AN ACCEPTABLE ALTERNATE.

REFER TO SPECIFICATION SECTION 33 30 00 FOR REQUIREMENTS.

AMENDMENT NO. 0002

RREGISTERED ENGINEERING FIRM F 2966

10/06/2020

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

D

C

B

A

J

B

AMENDMENT NO. 0002

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

D

C

B

A

AMENDMENT NO. 0002

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

D

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B

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

D

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D

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B

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

D

C

B

A

ET

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X

C

B

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

D

C

B

A

AMENDMENT NO. 0002

10/06/2020

10/06/2020

Cx Cx Cx Cx

Cx Cx Cx Cx

C x Cx

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C x

C x

C x

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C x

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BUILDING

#51108

BUILDING

#51104

N:689514.36 E:392735.04

N:689541.04 E:392743.74

N:689522.47 E:392752.41

N:689532.94 E:392726.37

CB SDxSDx SDxSDx

SDxSDx SDxSDx

SDx SDx SDx SDx

SD

xSD x

SD

xSD x

X X

SITE PLAN GENERAL NOTES

A REFER TO E-001 FOR GENERAL NOTES & LEGEND.

REFER TO E-601, E-602, AND E-603 FOR ONE-LINE

DIAGRAMS.

B

PROVIDE PULL STRING IN ALL SPARE CONDUITS.

PROVIDE 3" CONCRETE ENCASEMENT FOR ALL PRIMARY

DISTRIBUTION CONDUITS LOCATED BENEATH AND

EXTENDING 5' BEYOND PAVEMENT. MAINTAIN 12"

SEPARATION BETWEEN COMMUNICATIONS AND

ELECTRICAL CONDUITS.

C

ROUTING FOR UNDERGROUND DUCT BANKS,

CONDUITS, AND GROUNDING CONDUCTORS ARE

SHOWN FOR GENERAL INTENT. FIELD COORDINATE

FINAL LOCATIONS WITH ALL OTHER TRADES AND

EXISTING UTILITIES.

BLOW AND ROD ALL EXISTING CONDUIT PRIOR TO REUSE.

D

E

F

COORDINATE MANHOLE AND SITE EQUIPMENT NAMING

CONVENTIONS WITH THE CONTRACTING OFFICER.

G

SCALE

ELECTRICAL SITE PLAN - AREA 2A1 1" = 20'

KEYNOTES

PROVIDE (2) 5" CONCRETE ENCASED PVC CONDUIT TO

TRANSFORMER T-PTMX. RE: E-602 FOR FEEDER

DESCRIPTION AND A1/E-501 FOR DUCT BANK INSTALLATION.

PROVIDE 15 KV 4-WAY SWITCH. RE: C1/E-503 FOR PAD AND

GROUNDING DETAIL, E-602 FOR ONE LINE DIAGRAM, AND

A-432 FOR ENCLOSURE CONSTRUCTION.

EXISTING 15 KV SWITCH "SW95-10-1".

REFEED EXISTING SWITCH "SW95-10-1" USING EXISTING

CONDUIT. RE: E-602 FOR FEEDER DESCRIPTION.

PROVIDE ELECTRICAL MANHOLE. RE: A3/E-506.

PROVIDE (3) 5" CONCRETE ENCASED PVC CONDUIT TO

EXISTING MANHOLE. RE: E-602 FOR FEEDER DESCRIPTION

AND A1/E-501 FOR DUCT BANK INSTALLATION.

EXISTING ELECTRICAL MANHOLE "MH 95-10-1".

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

G U

AM

, M

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N

AV

FA

C P

AC

IF

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AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE: 15 JULY 2020

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

SY

M

D

ES

C R

IP

TI

O N

D

AT

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AS SHOWN

1632562

FIRE PROTECTION

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

DRAWFORM REVISION: 30 APR 2015

ANDREW T. GARDNER

OF TE X ASS T ATE

A LNOISSEF

O

R P

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E E

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JC

AFIMSC & 36 CES Approval

ATG MS AM

10' 40'

SCALE: 1"=20'-0"

0 20'

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AMENDMENT NO. 0002

REGISTERED ENGINEERING FIRM F 2966 SE

A LNOISSEF

E NG I N

E

N S E DECIL

10/06/2020

ROAD (UNPAVED)

ROAD (PAVED)

ROAD (UNPAVED)

Cx

Cx

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Cx

Cx

Cx

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Cx

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Ex Ex

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STORAGE

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#51250

ES

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MATCHLINE - A1/ES105

H E

H E

ES

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ES

ES

ES

ES

ES

ES

ES

C

C

C

EARTH

COVERED

MAGAZINE

EARTH

COVERED

MAGAZINE

SDxSDx SDxSDx

D

SITE PLAN GENERAL NOTES

A REFER TO E-001 FOR GENERAL NOTES & LEGEND.

REFER TO E-601, E-602, AND E-603 FOR ONE-LINE

DIAGRAMS.

B

PROVIDE PULL STRING IN ALL SPARE CONDUITS.

PROVIDE 3" CONCRETE ENCASEMENT FOR ALL PRIMARY

DISTRIBUTION CONDUITS LOCATED BENEATH AND

EXTENDING 5' BEYOND PAVEMENT. MAINTAIN 12"

SEPARATION BETWEEN COMMUNICATIONS AND

ELECTRICAL CONDUITS.

C

ROUTING FOR UNDERGROUND DUCT BANKS,

CONDUITS, AND GROUNDING CONDUCTORS ARE

SHOWN FOR GENERAL INTENT. FIELD COORDINATE

FINAL LOCATIONS WITH ALL OTHER TRADES AND

EXISTING UTILITIES.

BLOW AND ROD ALL EXISTING CONDUIT PRIOR TO REUSE.

D

E

F

COORDINATE MANHOLE AND SITE EQUIPMENT NAMING

CONVENTIONS WITH THE CONTRACTING OFFICER.

G

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

G U

AM

, M

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N

AV

FA

C P

AC

IF

IC

D

EP

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TM

EN

T

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R

IN

G C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE: 15 JULY 2020

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1632562

FIRE PROTECTION

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

DRAWFORM REVISION: 30 APR 2015

ANDREW T. GARDNER

OF TE X ASS T ATE

A LNOISSEF

O

R P

E NG I N

E E

R

N S E DECIL

130901

0%

(F

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SU

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EF

JS

BC

JC

AFIMSC & 36 CES Approval

ATG MS AM

10' 40'

SCALE: 1"=20'-0"

0 20'

FY

M C

AF

P

-3

/ A

JJ

Y2

ST

AN

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N

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SA

AN

D

ER

SE

N A

FB

AN

D

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SE

N

A

FB

SCALE

ELECTRICAL SITE PLAN - AREA 4A1 1" = 20'

KEYNOTES

PROVIDE (4) 2" PVC CONDUIT. DIRECT BURY CONDUITS

WITH MINIMUM 2 FT COVER. RE: E-603 FOR FEEDER

DESCRIPTION.

PROVIDE NEW COMMUNICATIONS HANDHOLE. RE: A1/E-507.

TYP.

PROVIDE ELECTRICAL HANDHOLE. RE: A1/E-507. TYP.

PROVIDE (2) 4" DIRECT BURIED CONDUIT WITH PULL

STRING. RE: C1/T-601 FOR TELECOM DISTRIBUTION

DIAGRAM.

CORE INTO EXISTING HANDHOLE TO PROVIDE CONDUIT

PATHWAY FOR SERVICE EXTENSION TO NEW SITE.

TRANSITION FROM PVC CONDUIT TO PVC COATED RMC 50

FT FROM ECM.

PROVIDE (2) 2" PVC COATED RMC CONDUIT. DIRECT BURY

CONDUITS WITH MINIMUM 2 FT COVER. RE: E-603 FOR

FEEDER DESCRIPTION.

EL

EC

TR

IC

AL

S

IT

E

PL

AN

AR

EA

ES104

17250532

AM

D

R

FI

S

ET

/0 6/

|B C

AMENDMENT NO. 0002

A LNOISSEF

O

E NG I N

E E

N S E DECIL

130901

10/06/2020

Cx

Cx

Cx

Cx

Cx

Cx

Cx

Cx

Cx

Cx x

C x

C x

C x

C x

Cx

Cx

Cx

Cx

Cx

Cx

Cx

Cx

Cx

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STORAGE

IGLOO

#51248

ES

ES

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MATCHLINE - A1/ES104

ES

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ES

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E

E x

E x

E x

E x

MATCHLINE - A1/ES106

ES

SITE PLAN GENERAL NOTES

A REFER TO E-001 FOR GENERAL NOTES & LEGEND.

REFER TO E-601, E-602, AND E-603 FOR ONE-LINE

DIAGRAMS.

B

PROVIDE PULL STRING IN ALL SPARE CONDUITS.

PROVIDE 3" CONCRETE ENCASEMENT FOR ALL PRIMARY

DISTRIBUTION CONDUITS LOCATED BENEATH AND

EXTENDING 5' BEYOND PAVEMENT. MAINTAIN 12"

SEPARATION BETWEEN COMMUNICATIONS AND

ELECTRICAL CONDUITS.

C

ROUTING FOR UNDERGROUND DUCT BANKS,

CONDUITS, AND GROUNDING CONDUCTORS ARE

SHOWN FOR GENERAL INTENT. FIELD COORDINATE

FINAL LOCATIONS WITH ALL OTHER TRADES AND

EXISTING UTILITIES.

BLOW AND ROD ALL EXISTING CONDUIT PRIOR TO REUSE.

D

E

F

COORDINATE MANHOLE AND SITE EQUIPMENT NAMING

CONVENTIONS WITH THE CONTRACTING OFFICER.

G

SCALE

ELECTRICAL SITE PLAN - AREA 5A1 1" = 20'

107108

KEYNOTES

EXISTING TRANSFORMER T51242 TO REMAIN.

PROVIDE (4) 2" PVC CONDUIT. TWO CONDUIT FOR USE AND

TWO FOR FUTURE CAPACITY. DIRECT BURY CONDUIT WITH

MINIMUM 2 FT COVER. RE: E-603 FOR FEEDER

DESCRIPTION.

PROVIDE (2) 5" CONCRETE ENCASED PVC CONDUIT.

CONNECT TO EXISTING CONDUIT LEADING INTO THE

EXISTING TRANSFORMER ENCLOSURE. RE: E-603 FOR

FEEDER DESCRIPTION.

PROVIDE (2) 5" CONCRETE ENCASED PVC CONDUIT TO

TRANSFORMER. RE: E-603 FOR FEEDER DESCRIPTION AND

A1/E-501 FOR DUCT BANK INSTALLATION.

INTERCEPT EXISTING DUCT BANK WHICH FEEDS EXISTING

TRANSFORMER IN NEARBY STRUCTURE. PROVIDE (2) 5" PVC

CONCRETE ENCASED CONDUIT. RE: E-603 FOR FEEDER

DESCRIPTION.

PROVIDE PAD-MOUNTED TRANSFORMER. RE: C1/E-503 FOR

PAD AND GROUNDING DETAIL AND E-603 FOR EQUIPMENT

INFORMATION.

15KV PAD-MOUNTED 4 WAY SWITCH. RE: C1/E-503 FOR PAD

AND GROUNDING DETAIL AND E-603 FOR EQUIPMENT

INFORMATION.

CONNECT NEW DUCTBANK TO EXISTING CONDUIT.

PROVIDE (6) 5" CONCRETE ENCASED PVC CONDUIT. RE:

E-603 FOR FEEDER DESCRIPTION AND A1/E-501 FOR DUCT

BANK INSTALLATION.

REPLACE EXISTING PRIMARY CONDUCTORS. USE EXISTING

CONDUIT. RE: E-603 FOR REPLACEMENT FEEDER

DESCRIPTION.

PROVIDE ELECTRICAL MANHOLE. RE: A3/E-506. TYP.

PROVIDE 125A, 480V SURFACE MOUNTED PANELBOARD

"ECM-DIST". RE: E-603 FOR EQUIPMENT INFORMATION.

PROVIDE 2" PVC CONDUIT. DIRECT BURY CONDUIT WITH

MINIMUM 2 FT COVER. RE: E-603 FOR FEEDER

DESCRIPTION.

PROVIDE ELECTRICAL HANDHOLE. RE A1/E-507. TYP.

REFER TO CP211 FOR ENCLOSURE SITING AND AE151 FOR

ENCLOSURE CONSTRUCTION.

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

G U

AM

, M

.I.

N

AV

FA

C P

AC

IF

IC

D

EP

AR

TM

EN

T

O F

TH

E

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AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE: 15 JULY 2020

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1632562

FIRE PROTECTION

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

DRAWFORM REVISION: 30 APR 2015

ANDREW T. GARDNER

OF TE X ASS T ATE

A LNOISSEF

O

R P

E NG I N

E E

R

N S E DECIL

130901

0%

(F

IN

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EF

JS

BC

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AFIMSC & 36 CES Approval

ATG MS AM

10' 40'

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Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx

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C C C C C HC

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MATCHLINE - A1/ES101

Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx C

C x

C x

SITE PLAN GENERAL NOTES

A REFER TO E-001 FOR GENERAL NOTES & LEGEND.

PROVIDE A 25FT MAINTENANCE LOOP IN EVERY

HANDHOLE/MANHOLE.

B

COORDINATE THE ROUTING OF POWERED TRAILER

SERVICE FIBER CABLING WITH 36 COMMUNICATIONS

SQUADRON. ROUTE SHOWN FOR BID ESTIMATING

PURPOSES ONLY BASED ON LIMITED INFORMATION

AVAILABLE.

BLOW AND ROD ALL EXISTING CONDUIT PRIOR TO REUSE.D

C

COORDINATE MANHOLE AND SITE EQUIPMENT NAMING

CONVENTIONS WITH THE CONTRACTING OFFICER.

E

SCALE

ELECTRICAL/ TELECOM SITE PLAN - AREA 7C1 1" = 30'

MATCHLINE - A1/ES107

SCALE

ELECTRICAL/ TELECOM SITE PLAN - AREA 8A1 1" = 30'

M

ATC

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E - C

1/ES107M

AT

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TRUE NORTH

103102 101 104

TRUE NORTH

KEYNOTES

CONNECT TO EXISTING COMMUNICATIONS HANDHOLE A-13.

PROVIDE (2) 4" PVC CONDUIT IN 3" CONCRETE ENCASEMENT

FOR MAIN TELECOMMUNICATION SERVICE TO THE TRAILER

MX FACILITY. COORDINATE WITH 36 COMM SQUAD FOR

FINAL TERMINATION CONNECTION.

PROVIDE COMMUNICATIONS HANDHOLE. RE: A1/E-507. TYP.

CORE INTO EXISTING HANDHOLE TO PROVIDE CONDUIT

PATHWAY FOR SERVICE EXTENSION TO NEW SITE.

PULL FIBER IN EXISTING CONDUIT. RE: A1/T-601 FOR FIBER

COUNT.

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

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AM

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PM/DM

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SATISFACTORY TO DATE: 15 JULY 2020

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

SY

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AS SHOWN

1632562

FIRE PROTECTION

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IF

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TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

DRAWFORM REVISION: 30 APR 2015

15' 60'

SCALE: 1"=30'-0"

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ANDREW T. GARDNER

OF TE X ASS T ATE

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130901

0%

(F

IN

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KEY PLAN

AREA 7 & 8

EF

JS

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AFIMSC & 36 CES Approval

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AMENDMENT NO. 0002

S REGISTERED ENGINEERING FIRM F 2966 SE

A LNOISSEF

E NG I N

E

N S E DECIL

10/06/2020

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 22 X 34

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4

D

C

B

A

AMENDMENT NO. 0002

10/06/2020