2021_1007_Proc B_Pkg 1A_Rev Amendment 0007_All Drawings - 04NOV21.pdf

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FACILITY A - UTILITY INFRASTRUCTURE, FACILITY B - POWER CHECK PAD, AND FACILITY C - COMPASS CALIBRATION PAD FACILITY A - UTILITY INFRASTRUCTURE, FACILITY B - POWER CHECK PAD, AND FACILITY C -COMPASS CALIBRATION PAD

INDEX OF DRAWINGS INDEX OF DRAWINGS (CONTINUATION)

REVISIONS REVISIONS

SHT. REF. SHT. REF.

NO.

FILE NO. TITLE

NO.

FILE NO. TITLE US Army Corps of REV. NO. AM/COP NO. REV. NO. AM/COP NO

G

GENERAL SITE DESIGN - CIVIL (CONTINUATION)

G-001 KU-472118-2--G-001 COVER SHEET - CLIN 1A - FACILITIES A, B, C AND P A.I CS161 I KU-472118-2--CS161 7 RI=\ 1.c::i=n 1 /\1111 • • ,c"T nnn7 } ALIGNMENT 1 PLAN AND PROFILE AA G-011 I KU-472118-2--G-011 7 Rl=\/l_c::i=n IAW ,... ·"•T noo7 } INDEX- CLIN 1A- FACILITIES A, B, AND C - SITE DESIGN - SHEET 1 OF 2 CS162 KU-472118-2--CS162 ALIGNMENT 2 PLAN AND PROFILE - SHEET 1 OF 2 I

A.A' G-012 KU-472118-2--G-012 INDEX- CLIN 1A- FACILITIES A, B, AND C - SITE DESIGN - SHEET 2 OF 2 CS163 KU-472118-2--CS163 ALIGNMENT 2 PLAN AND PROFILE - SHEET 2 OF 2

G-013 l KU-472118-2--G-013 7 R<=\/I~' l lAW AMEN -",T noo7 J INDEX- CLIN 1A- FACILITY P- PUMP HOUSE CS164 KU-472118-2--CS164 ALIGNMENT 3 PLAN AND PROFILE

G-030 KU-472118-2--G-030 STANDARD SYMBOLS/LEGENDS CS201 KU-472118-2--CS201 ROAD PROFILES - SHEET 1 OF 4

G-031 KU-472118-2--G-031 STANDARD ABBREVIATIONS CS202 KU-472118-2--CS202 ROAD PROFILES - SHEET 2 OF 4

CS203 KU-472118-2--CS203 ROAD PROFILES - SHEET 3 OF 4 - --N NN

SITE DESIGN - SURVEY CS204 KU-472118-2--CS204 ROAD PROFILES - SHEET 4 OF 4 (l_ (9 (9 UJ

A.

UJ

~~ ~ VF101 KU-472118-2--VF101 OVERALL EXISTING CONDITIONS PLAN CS401 l KU-472118-2--CS401 7 RCC\/~IAW~T no11, / ENLARGED PUMP HOUSE AND TANK AREA "' 1:l '" '° - -VF111 KU-472118-2--VF111 EXISTING CONDITIONS PLAN - SHEET 1 OF 17 CS501 KU-472118-2--CS501 SITE DETAILS

VF112 KU-472118-2--VF112 EXISTING CONDITIONS PLAN - SHEET 2 OF 17 CS601 KU-472118-2--CS601 ROADWAY ALIGNMENT DATA AND TYPICAL SECTIONS F VF113 KU-472118-2--VF113 EXISTING CONDITIONS PLAN - SHEET 3 OF 17 CP151 KU-472118-2--CP151 c11I.~<=n

A/A=

T 0 PAVEMENT JOINT PLAN ,.._ " '° 0 00

VF114 KU-472118-2--VF114 EXISTING CONDITIONS PLAN - SHEET 4 OF 17 CP161 KU-472118-2--CP161 ~ ''" T 0 PCP/CCP MARKING PLAN - SHEET 1 OF 3 0 00 0 00 f- f- f-

VF115 KU-472118-2--VF115 EXISTING CONDITIONS PLAN - SHEET 5 OF 17 CP162 KU-472118-2--CP162 7 P<=IIISFD I O\A/ 0 "r"T non7 PCP/CCP MARKING PLAN - SHEET 2 OF 3 z zz

UJ UJ UJ

VF116 KU-472118-2--VF116 EXISTING CONDITIONS PLAN - SHEET 6 OF 17 FI\I CP163 KU-472118-2--CP163 RI=\ ISED i/\1111 /\~ '""T non7 PCP/CCP MARKING PLAN - SHEET 3 OF 3 2 2 2 0 00

VF117 KU-472118-2--VF117 EXISTING CONDITIONS PLAN - SHEET 7 OF 17 /Al CP401 KU-472118-2--CP401 RI=\ ISED i/\1111 /\~ '""T non7 ENLARGED PAVEMENT JOINT LAYOUT PLAN z zz

UJ UJ UJ

VF118 KU-472118-2--VF118 EXISTING CONDITIONS PLAN - SHEET 8 OF 17 CP501 KU-472118-2--CP501 Rl=\/lccn ,A,A, A• ICJ\IJ f"\Qn7 PAVEMENT DETAILS- SHEET 1 OF 2 2 2 2 z

VF119 KU-472118-2--VF119 EXISTING CONDITIONS PLAN - SHEET 9 OF 17 CP502 KU-472118-2--CP502 ~10\A/" ·'T non7 PAVEMENT DETAILS- SHEET 2 OF 2 0

- i=

VF120 KU-472118-2--VF120 EXISTING CONDITIONS PLAN - SHEET 10 OF 17 CP503 KU-472118-2--CP503 BLAST DEFLECTOR DETAILS 0 00 (l_

I UJ UJ UJ ii' VF121 KU-472118-2--VF121 EXISTING CONDITIONS PLAN -SHEET 11 OF 17 "' "' "' u

VF122 KU-472118-2--VF122 EXISTING CONDITIONS PLAN - SHEET 12 OF 17 CP551 KU-472118-2--CP551 MARKING DETAILS ~ ~~ 12 O'. O'. O'. 0

VF123 KU-472118-2--VF123 EXISTING CONDITIONS PLAN - SHEET 13 OF 17

VF124 KU-472118-2--VF124 EXISTING CONDITIONS PLAN - SHEET 14 OF 17 CU101 KU-472118-2--CU101 OVERALL SITE UTILITY PLAN "' ,.._

O'.

VF151 KU-472118-2--VF151 EXISTING CONDITIONS PLAN - SHEET 15 OF 17 CU111 KU-472118-2--CU111 SITE UTILITY PLAN - SHEET 1 OF 14 -<

E VF152 KU-472118-2--VF152 EXISTING CONDITIONS PLAN - SHEET 16 OF 17 CU112 KU-472118-2--CU112 SITE UTILITY PLAN - SHEET 2 OF 14

VF153 KU-472118-2--VF153 EXISTING CONDITIONS PLAN - SHEET 17 OF 17 CU113 KU-472118-2--CU113 SITE UTILITY PLAN - SHEET 3 OF 14

CU114 • KU-472118-2--CU114 SITE UTILITY PLAN - SHEET 4 OF 14

VF180 KU-472118-2--VF180 BENCHMARKS AND STATION CONTROL POINTS CU115 KU-472118-2--CU115 SITE UTILITY PLAN - SHEET 5 OF 14 s u

CU116 KU-472118-2--CU116 SITE UTILITY PLAN - SHEET 6 OF 14 0 2 z 9 0 4 z ~ SITE DESIGN - CIVIL cu111· KU-472118-2--CU117 SITE UTILITY PLAN - SHEET 7 OF 14 Q z N w ~ ~ ;:;; ~ ~ ~ u

A 4 - 00

GC001 l KU-4 IL11 e-?--< I Rl=\/I::'[ 7 /\Ill//\" ·I\IT non7 j CIVIL GENERAL NOTES AND ABBREVIATIONS - SHEET 1 OF 2 cu11s· KU-472118-2--CU118 SITE UTILITY PLAN - SHEET 8 OF 14 0 N ~ 4 4-

- I w z u ~ 08

N ~ ~~ ~ 4 ~ z ~

GC002 KU-472118-2--GC002 CIVIL GENERAL NOTES AND ABBREVIATIONS - SHEET 2 OF 2 CU119 KU-472118-2--CU119 SITE UTILITY PLAN - SHEET 9 OF 14 w 7 o~ ~ 0 0 ~a &t w ~ w u ~- ~

GC101 KU-472118-2--GC101 4 REVISED IAW AMENDMENT 0004 OVERALL CLIN DELINEATION PLAN CU120 KU-472118-2--CU120 SITE UTILITY PLAN - SHEET 10 OF 14

11. GC102 KU-472118-2--GC102 4 REVISED IAW AMENDMENT 0004 OVERALL CLIN DELINEATION PLAN - APRON AREA CU121 KU-472118-2--CU121 SITE UTILITY PLAN - SHEET 11 OF 14 w

GC103 KU-472118-2--GC103 STAGING AND HAUL ROUTE PLAN CU122 KU-472118-2--CU122 SITE UTILITY PLAN - SHEET 12 OF 14 2 z

GC105 KU-472118-2--GC105 CIVIL SHEETS KEY PLAN CU123 KU-472118-2--CU123 SITE UTILITY PLAN - SHEET 13 OF 14 w r ~ r r m ~

CU124 KU-472118-2--CU124 SITE UTILITY PLAN - SHEET 14 OF 14 m Woo 0 - 0 r Do w

D W4 W4 ~~ CD101 KU-472118-2--CD101 OVERALL DEMOLITION PLAN CU201 KU-472118-2--CU201 SANITARY SEWER PROFILES- SHEET 1 OF 2 ZN ZN Wz

~- ~u 0 0z sz u~ 2~ -4 & :3 w4 Wm CD111 KU-472118-2--CD111 DEMOLITION PLAN - SHEET 1 OF 9 CU202 KU-472118-2--CU202 SANITARY SEWER PROFILES- SHEET 2 OF 2 w~ I~ Wm Nz w ~ om om U7 WW '54

CD112 KU-472118-2--CD112 DEMOLITION PLAN - SHEET 2 OF 9 CU203 KU-472118-2--CU203 SANITARY SEWER PROFILE - FORCE MAIN 0

" 0

CD113 KU-472118-2--CD113 DEMOLITION PLAN - SHEET 3 OF 9 CU205 KU-472118-2--CU205 WATERLINE PROFILES - SHEET 1 OF 3 -: "St oo ..... E

CD114 KU-472118-2--CD114 DEMOLITION PLAN - SHEET 4 OF 9 CU206 KU-472118-2--CU206 WATERLINE PROFILES - SHEET 2 OF 3 .-~;:;;88 8 ,:; 001M..-....:

_NLOLO_gi ·c CD115 KU-472118-2--CD115 DEMOLITION PLAN - SHEET 5 OF 9 CU207 KU-472118-2--CU207 WATERLINE PROFILES - SHEET 3 OF 3 "Cc::(MC"lo

~ ~ gl>LO'°Cl CD116 KU-472118-2--CD116 DEMOLITION PLAN - SHEET 6 OF 9 CU210 KU-472118-2--CU210 FIRE PROTECTION WATERLINE PROFILES - SHEET 1 OF 9

0::: -C"l C") /J)

- Ill O O c:

0 I!! -:::isr--r--:52

CD117 KU-472118-2--CD117 DEMOLITION PLAN - SHEET 7 OF 9 CU211 KU-472118-2--CU211 FIRE PROTECTION WATERLINE PROFILES - SHEET 2 OF 9 :§:c..-..-iii u .. ., oof++I

CD118 KU-472118-2--CD118 DEMOLITION PLAN - SHEET 8 OF 9 CU212 KU-472118-2--CU212 FIRE PROTECTION WATERLINE PROFILES - SHEET 3 OF 9 ..... Q.) - >< ~ .5 w ~cl:~~ "' " c-fl, CD151 ( KU-472118-2--CD151 7 R 111.c::i=n ,..,11,A•• .... ·1nr-.11i=l\1Jnnn7 1 DEMOLITION PLAN - SHEET 9 OF 9 CU213 KU-472118-2--CU213 FIRE PROTECTION WATERLINE PROFILES - SHEET 4 OF 9 VI j in w :g Z i ;; en - ·-

CU214 KU-472118-2--CU214 FIRE PROTECTION WATERLINE PROFILES - SHEET 5 OF 9 s;n .,,_ ::, 0 :I!

~l .II

D CG101 KU-472118-2--CG101 OVERALL GRADING AND DRAINAGE PLAN CU215 KU-472118-2--CU215 FIRE PROTECTION WATERLINE PROFILES - SHEET 6 OF 9 !j CG111 KU-472118-2--CG111 GRADING AND DRAINAGE PLAN - SHEET 1 OF 8 CU216 KU-472118-2--CU216 FIRE PROTECTION WATERLINE PROFILES - SHEET 7 OF 9 !

C ~ :I!

CG112 KU-472118-2--CG112 GRADING AND DRAINAGE PLAN - SHEET 2 OF 8 CU217 KU-472118-2--CU217 FIRE PROTECTION WATERLINE PROFILES - SHEET 8 OF 9

"' CG113 KU-472118-2--CG113 GRADING AND DRAINAGE PLAN - SHEET 3 OF 8 CU218 KU-472118-2--CU218 FIRE PROTECTION WATERLINE PROFILES - SHEET 9 OF 9 ,e,, a -~ ~ u z

CG114 KU-472118-2--CG114 GRADING AND DRAINAGE PLAN - SHEET 4 OF 8 CU501 KU-472118-2--CU501 UTILITY DETAILS- SHEET 1 OF 13 • . .- A CG115 ( kil-47?11R-?--1:1<115 7 R i=v1 .c::i=n 1 ,.. 1/\1 ,.. t\JlEN .",T non7 } GRADING AND DRAINAGE PLAN - SHEET 5 OF 8 CU502 KU-472118-2--CU502 UTILITY DETAILS- SHEET 2 OF 13

CG116 KU-472118-2--CG116 GRADING AND DRAINAGE PLAN - SHEET 6 OF 8 CU503 KU-472118-2--CU503 UTILITY DETAILS- SHEET 3 OF 13 z CG117 KU-472118-2--CG117 GRADING AND DRAINAGE PLAN - SHEET 7 OF 8 CU504 KU-472118-2--CU504 UTILITY DETAILS- SHEET 4 OF 13

(9 □-in -< z UJ (l_ (9

- CG118 KU-472118-2--CG118 GRADING AND DRAINAGE PLAN - SHEET 8 OF 8 CU505 KU-472118-2--CU505 UTILITY DETAILS- SHEET 5 OF 13 0 "' in ' u UJ

/ CG151 KU-472118-2--CG151 c11I.~<=n '"' Nn,,c T 0 PCP/CCP GRADING AND DRAINAGE PLAN - SHEET 1 OF 3 CU506 KU-472118-2--CU506 UTILITY DETAILS- SHEET 6 OF 13 = UJ 0

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CG152 KU-472118-2--CG152 •Cllw ,IA/ ~T 0 PCP/CCP GRADING AND DRAINAGE PLAN - SHEET 2 OF 3 CU507 KU-472118-2--CU507 UTILITY DETAILS- SHEET 7 OF 13 "' u t:

-< O'. "' f- I UJ O ' CG153 KU-472118-2--CG153 7 Pi=\/1c::i::n ,..,11, ,... ,n"""T non7 PCP/CCP GRADING AND DRAINAGE PLAN - SHEET 3 OF 3 CU508 KU-472118-2--CU508 UTILITY DETAILS- SHEET 8 OF 13 - (l_ s-< u

CG201 KU-472118-2--CG201 STORM PROFILES AND SCHEDULE - SHEET 1 OF 2 CU509 KU-472118-2--CU509 UTILITY DETAILS- SHEET 9 OF 13 ~- 0 "- o :::, 2 (l_ z z

CG202 KU-472118-2--CG202 STORM PROFILES AND SCHEDULE - SHEET 2 OF 2 CU510 KU-472118-2--CU510 UTILITY DETAILS- SHEET 10 OF 13 "' ;:; uf Q c:C ui (9 N O'. f- -

"'0 "' :::, -< "' B CG351 KU-472118-2--CG351 PCP/CCP TYPICAL SECTIONS - SHEET 1 OF 3 CU511 KU-472118-2--CU511 UTILITY DETAILS - SHEET 11 OF 13 -< O'. - I- 0::: c:{ - u ~ (/)

"' (l_ N CG352 KU-472118-2--CG352 PCP/CCP TYPICAL SECTIONS - SHEET 2 OF 3 CU512 KU-472118-2--CU512 UTILITY DETAILS- SHEET 12 OF 13 ~ tu

,.._ :::, ~ UJ

" O'.-< - CG353 KU-472118-2--CG353 PCP/CCP TYPICAL SECTIONS - SHEET 3 OF 3 CU513 KU-472118-2--CU513 UTILITY DETAILS- SHEET 13 OF 13 -< z => f- u f-

(/) Cf,) ::::i O'. O'. "' c:( (I) u UJ 0 CG501 KU-472118-2--CG501 GRADING AND DRAINAGE DETAILS - SHEET 1 OF 3 CU531 KU-472118-2--CU531 SANITARY PUMP STATION - BREAK CHAMBERS DETAILS a, I O'. -< -< "- (l_ "-

CG502 KU-472118-2--CG502 GRADING AND DRAINAGE DETAILS - SHEET 2 OF 2 CU601 KU-472118-2--CU601 SANITARY SEWER STRUCTURE AND PIPE SCHEDULE "i O'. ~2, ~ UJ >- 0 -< fl, CG503 I KU-472118-2--CG503 7 RC\11ccn IA\A/ AI\Jll=l\lnf\111=1\IJ nnn7} GRADING AND DRAINAGE DETAILS - SHEET 3 OF 3 -< (l_ f- u-:::, ::J ;;

"' i= CX101 KU-472118-2--CX101 SECURITY FENCE PLAN 00

INDEX OF DRAWINGS - :::, u

- CS101 KU-472118-2--CS101 OVERALL SITE PLAN CX501 KU-472118-2--CX501 SECURITY FENCE DETAILS- SHEET 1 OF 2 "- ' ' -< ><

NUMBERING SYSTEM f- - UJ

CS111 KU-472118-2--CS111 SITE PLAN - SHEET 1 OF 6 CX502 KU-472118-2--CX502 SECURITY FENCE DETAILS- SHEET 2 OF 2 ~ ;; 0 DISCIPLINE z

C - CIVIL ~

L- LANDSCAPE CS112 KU-472118-2--CS112 SITE PLAN - SHEET 2 OF 6 :::, u A - ARCHITECTURE "' M - MECHANICAL CS113 KU-472118-2--CS113 SITE PLAN - SHEET 3 OF 6 E - ELECTRICAL • NO WORK ON THIS SHEET. SHEET INCLUDED FOR REFERENCE ONLY

P- PLUMBING

CS114 KU-472118-2--CS114 SITE PLAN - SHEET 4 OF 6 S - STRUCTURAL

K-FOODSERVICE

A A DISCIPLINE MODIFIER CS115 I KU-472118-2--CS115 7 R<=\/I,<.;H l lAW AMEN ·"•T 11001 J SITE PLAN - SHEET 5 OF 6 SHEET ID

SHEET NUMBER WITHIN SERIES

'7 ~ ~ REFER TO A/EiC CAD STANDARD CS116' KU-472118-2--CS116 SITE PLAN - SHEET 6 OF 6 -A ll. XX100 FOR SHEET NUMBERING STANDARDS CS151 I KU-472118-2--CS151 7 RE\/1 "'°n I AW • • '"'""'T noo1 J PCP/CCP GEOMETRY PLAN I

UNLESS OTHERWISE NOTED, LINEAR G-011

DIMENSIONS SHOWN ARE IN MILLIMETERS.

File Path:

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~ CLIN 1A- FACILITY P - PUMP HOUSE

REVISIONS

SHT. REF. REV. US Army Corps of NO. FILE NO. NO. AIWCOPNO. TITLE Engineers®

G STRUCTURAL

S-001 KU-472118-2P-S-001 GENERAL NOTES

S-002 KU-472118-2P-S-002 CONT'D GENERAL NOTES

S-003 KU-472118-2P-S-003 WIND DIAGRAMS

S-101 KU-472118-2P-S-101 OVERALL FOUNDATION PLAN

S-102 KU-472118-2P-S-102 FOUNDATION LEVELS

S-103 KU-472118-2P-S-103 SLAB AND BEAM LEVELS

S-501 KU-472118-2P-S-501 TYPICAL FOUNDATION DETAILS

S-502 KU-472118-2P-S-502 TYPICAL CONCRETE DETAILS

S-503 KU-472118-2P-S-503 TYPICAL CONCRETE DETAILS NN -NW

S-504 KU-472118-2P-S-504 TYPICAL CONCRETE DETAILS

a. CJ CJ f-w :, :, -< <f) -< -< 0

S-505 KU-472118-2P-S-505 TYPICAL MASONRY DETAILS ro oo '" N- -

S-506 KU-472118-2P-S-506 TYPICAL MASONRY DETAILS

F S-507 KU-472118-2P-S-507 LARGE MECHANICAL SCREEN WALL DETAILS

S-601 KU-472118-2P-S-601 TYPICAL SCHEDULES lo 3 8

S-602 KU-472118-2P-S-602 TYPICAL SCHEDULES

00 0 00 0 f- f- f-zz z WW w

ARCHITEC -, , ..... A I " " " c ~ 00 0

Ir A-101 KU-472,118-2P-f\-1 OJ ' 7 REVISED I1;,W AMEN[)~ENT ,0007 PLANS AND SECTIONS zz z WW w

" " " A-201 KU-472118-2P-A-201 ELEVATIONS AND SECTIONS -< -< -< z

- A-501 KU-472118-2P-A-501 SECTION AND PLAN DETAILS ~~ ~Q

- Ii:

A-570 KU-472118-2P-A-570 EXTERIOR DETAILS 00 o-

WW w O'.

/0 A-601 KU-472118-2P-A-601 4 REVISED IAW AMENDMENT 0004 DOOR AND PARTITION SCHEDULE AND DETAILS <f) <f) <f) u

- <f) >w

A-602 KU-472118-2P-A-602 LOUVER DETAILS Wo O'. O'. O'.

INTERIOR DESIGN "' O'.

1-130 KU-472118-2P-l-130 ROOM FINISH SCHEDULE/LEGEND AND SIGNAGE PLAN/SCHEDULE " .., '" " E

FIRE PROTECTION

F-001 KU-472118-2P-F-001 LIFE SAFETY ANALYSIS

F-002 «U-47?118-?f'-F-Oro LI FE SAFETY PLAN ~

Ir F-003 I 0 ~

KU-472118-2P-F-003 7 REVISED IAW AMENDMENT 0007 FIRE PROTECTION WATER SUPPLY DESIGN CRITERIA z M z 0 ~ z M

F-004 KU-472118-2P-F-004 FIRE PROTECTION - SYMBOLS, LEGEND AND ABBREVIATIONS w_ 0 u_jY

~N u ~N

F-101 KU-472118-2P-F-101 FIRE PUMP HOUSE FLOOR PLAN Oz 4 4~

" ~ 08 - w -< u ~ ~~ F-201 KU-472118-2P-F-201 ELEVATIONS ~- ~ z 0~ w ro 0 0 ~o w ~- w u ~~

9 F-301 KU-472118-2P-F-301 SECTIONS 0

F-302 KU-472118-2P-F-302 SECTIONS ~ w d, F-401 KU-472118-2P-F-401 FIRE PROTECTION ENLARGED PLAN 22

4N

F-402 KU-472118-2P-F-402 FIRE ALARM ENLARGED PLAN

r w1 r ~~ r~ m ~~ F-501 KU-472118-2P-F-501 FIRE SUPPRESSION ONE-LINE DIAGRAM ~::i ~$ m~ 0 -

WW

D F-502 KU-472118-2P-F-502 FIRE PROTECTION DETAILS w O'. mw t: >-=o z O'. 0 ~ u. ~o uw ~~ F-503 KU-472118-2P-F-503 FIRE PROTECTION DETAILS w w <f) Wm w . ~ . Q O'. ~ . ~= 0" 0" w u. W4

F-504 KU-472118-2P-F-504 STORAGE TANK ENLARGE PLAN 0

Ir

F-601 1 KU-472118-2P-F-601 7 REVISED IAW AMENDMENT 0007 SCHEDULES AND DETAILS 0

";;:;"'Ot oo ..- E F-603 t\U-412·I18-Lr'-F-bU3 FIRE ALARM SYSTEM MATRIX AND RISER DIAGRAM .~.-:s8 8 -0~(").-"iii u

F-604 KU-472118-2P-F-604 FIRE ALARM STANDARD DETAILS _N LO LO ..c --cc::(MMo fl) <I)

F-901 KU-472118-2P-F-901 3D VIEWS - PUMP HOUSE

gl>LO'°Cl a. ·-0::: -C"l C") /J) ~ fl) 0 11100c: - - ·;:: r-- r-- ·- 0 ~ 1ii

F-902 KU-472118-2P-F-902 3D VIEWS- FIREWATER STORAGE TANKS ~~++~ u ., "" ro x I >- ~ w ..... Q.) - >< E ·-C"l- Q.l Ill ~ "'., PLUMBING

N c::( I- LL

<( C: i5 Ill I "' w,::, P-001 KU-472118-2P-P-001 PLUMBING LEGEND ~! ;; en '+- ·- ~ :::, o 2

P-101 KU-472118-2P-P-101 PLUMBING FLOOR PLAN ,-: ' =

~ i " D E

P-501 KU-472118-2P-P-501 MISC PLUMBING DETAILS-1 ~ .

C

C z ~ " MECHANICAL '

< ~ = a "' M-001 KU-472118-2P-M-001 HVAC SYMBOLS LEGEND AND GENERAL NOTES ~ \) a: z

M-101 KU-472118-2P-M-101 FACILITY P - FLOOR PLAN - MECHANICAL • ,~

M-501 KU-472118-2P-M-501 HVAC CONTROLS, DETAILS AND SCHEDULES z

CJ

in

ELECTRICAL

w

E-001 KU-472118-2P-E-001 ELECTRICAL SYMBOLS, LEGEND AND GENERAL NOTES

= w

E-101 KU-472118-2P-E-101 LIGHTING PLAN

w <f) <f) :, A/4\ -< 0

E-110 KU-472118-2P-E-110 4 REVISED IAW AMENDMENT 0004 POWER PLAN I I a.

E-121 KU-472118-2P-E-121 LIGHTINING PROTECTION AND EARTHING PLAN t: I w a.

~:i' <f)

E-601 KU-472118-2P-E-601 DB SCHEDULE 0 a.

~ ~ I , ·o N a. a.

w O'. "' " >- ~ a. - :, f-

B "' f- 1i a. ::J O'. w " w u .., O'. -z

=> cl:

INDEX OF DRAWINGS

-< O'. a:

O'. 0 "' , , WI -< -<

"' O'. - -"i w z z

NUMBERING SYSTEM DISCIPLINE: ~ a. ~ ::J -< :, u u

C - CIVIL <f) , L-LANDSCAPE u. >< w w A-ARCHITECTURE 0 ro z - M - MECHANICAL -

E - ELECTRICAL J..

f-

P- PLUMBING

~ S - STRUCTURAL

K- FOOD SERVICE :,

l J, DISCIPLINE MODIFIER

SHEET NUMBER WITHIN SERIES

A SHEET ID

XX100

REFER TO A/EiC CAD STANDARD

FOR SHEET NUMBERINGSTANDARDS

G-013

G

F

E

D

C

B

A

I

APPROX - APPROXIMATE

AFFF

ASPH

BP

BVCE

BVCS

CB

CBS

CCP

CI

CMU

CO

COMP

CONC

CONT

DC

DHW10-

DIA

DIM

DIP

DPW

E-

EL

ELEV

EOP

EP

EVCE

EVCS

EX

FDC

FED

FES

FFE-

F.I. -

F.I.P -

FPW

GALV

GPS

H.D.

HOR

HORIZ-

INV

LO-

LT

LVC-

m-

MAX

ME-

File Path:

AQUEOUS FILM FORMING FOAM

ASPHALT

ALIGNMENT BEGINNING

BEGINNING OF VERTICAL CURVE ELEVATION

BEGINNING OF VERTICAL CURVE STATION

CATCH BASIN

CONCRETE BLOCK STRUCTURE

COMPASS CALIBRATION PAD

CAST IRON

CONCRETE MASONRY UNIT

CLEANOUT

COMPACTED

CONCRETE

CONTINUATION

DEPTH OF CHAMBER

DEPTH OF HEADWATER DURING 10 YEAR STORM

DIAMETER

DIMENSION

DUCTILE IRON PIPE

DIRECTORATE OF PUBLIC WORKS

EASTING

ELEVATION

ELEVATION

EDGE OF PAVEMENT

ALIGNMENT END

END OF VERTICAL CURVE ELEVATION

END OF VERTICAL CURVE STATION

EXISTING

FIRE DEPARTMENT CONNECTION

FEDERAL

FLARED END SECTION

FINISHED FLOOR ELEVATION

FLOW INDICATOR

FEMALE IRON PIPE

FIRE PROTECTION WATERLINE

GALVANIZED

GLOBAL POSITIONING SYSTEM

HEAVY DUTY

HORIZONTAL

INVERT

LOW POINT

LEFT

LENGTH OF VERTICAL CURVE

METER

MAXIMUM

MATCH EXISTING

I

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MES - MITERED END SECTION

MH- MANHOLE

MIN - MINIMUM

MUTCD - MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

MW

N

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PCC

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PROP

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PT

PVC

PVI

PVMT

PVT

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RGS

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RT

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SPEC

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PROPOSED

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POINT OF TANGENT

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POINT OF VERTICAL INTERSECTION

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VITRIFIED CLAY PIPE

VERTICAL

WATERLINE

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WEIGHT

WELDED WIRE FABRIC

I I

I

I

UTILITY NOTES

1. TRUCKS ARE TO BE CLEARED OF LOOSE SOIL AND DEBRIS PRIOR TO LEAVING THE

EXCAVATION AREA.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EXISTING UTILITIES ARE

DISCONNECTED, PRIOR TO CLEARING THE SITE OF TREES, BUILDINGS, FOUNDATIONS, ETC.

WITHIN THE LIMITS OF CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS INDICATED

ON THE CONSTRUCTION PLANS.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE UNDERGROUND UTILITIES

MARKED BEFORE EXCAVATION BEGINS. CONTRACTOR MUST HIRE THEIR OWN LOCATION

SERVICE TO LOCATE THE UNDERGROUND UTILITIES. THE CONTRACTOR WILL RELOCATE AND

REROUTE UTILITIES FOR CONSTRUCTION. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY

TO MAKE TEMPORARY REPAIRS IMMEDIATELY, AND PERMANENT REPAIRS WITHIN 24 HOURS

AT NO EXPENSE TO THE GOVERNMENT FOR DAMAGED UTILITIES. REPAIRS MADE TO THE

UNDERGROUND UTILITIES BY THE CONTRACTOR SHALL BE INSPECTED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE BEFORE BACKFILLING.

4. THE APPROXIMATE LOCATION, SIZE AND TYPE OF EXISTING UNDERGROUND UTILITIES,

SERVICES AND FACILITIES ARE SHOWN FOR CONVENIENCE ONLY. NEITHER THE

GOVERNMENT NOR THE CONTRACTING OFFICER ASSURES OR GUARANTEES THE ACCURACY

OF THE INFORMATION SHOWN. EXISTING UTILITY INFORMATION PROVIDED BY SURVEY AND

ASBUILT DATA. THE CONTRACTOR MUST VERIFY SUCH INFORMATION TO THEIR OWN

SATISFACTION BEFORE STARTING WORK, BY MEANS OF TEST PITS, GROUND PENETRATING

RADAR, OR FIELD MEASUREMENTS. NO ADDITIONAL COST OR TIME EXTENSIONS SHALL BE

GRANTED FOR UNCHARTED UTILITIES, SERVICES, OR FACILITIES WHICH DO NOT CAUSE A

CHANGE IN THE SCOPE OF WORK.

5. CONTRACTOR SHALL DIG TEST PITS AT UTILITY INTERSECTIONS TO LOCATE UTILITIES

HORIZONTALLY AND VERTICALLY AND DETERMINE THE SIZE AND TYPE OF MATERIAL.

6. REPAIRS TO UTILITIES OR PROPERTY DAMAGED AS A RESULT OF CONTRACTOR'S

NEGLIGENCE OR METHOD OF OPERATION SHALL BE MADE AT CONTRACTOR OWN EXPENSE.

7. CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL FROM GOVERNMENT PRIOR TO

CONNECTING TO EXISTING SERVICE LINES.

8. THE CONTRACTOR SHALL SUPPLY THE GOVERNMENT WITH A SEQUENCE OF CONSTRUCTION

FOR APPROVAL FOURTEEN (14) DAYS PRIOR TO WORK.

9. A 50mm DETECTABLE MARKING TAPE MUST BE PLACED ABOVE NEW UTILITIES.

10. HAND DIG OR USE OTHER NONDESTRUCTIVE MEANS WHEN EXCAVATING TO LOCATE

UNDERGROUND APPURTENANCES.

11. WORK ON EXISTING SYSTEMS THAT ARE TO REMAIN ACTIVE DURING CONSTRUCTION SHALL

BE ACCOMPLISHED DURING OFF HOURS OR ON WEEKENDS AS COORDINATED WITH

GOVERNMENT FIELD REPRESENTATIVE.

12. SYSTEMS SERVING OTHER AREAS OF GOVERNMENT FACILITIES SHALL REMAIN ACTIVE AT ALL

TIMES. SYSTEM SHUTDOWNS SHALL BE COORDINATED WITH GOVERNMENT FIELD

REPRESENTATIVE TO ACCOMPLISH SYSTEM TIE IN, SYSTEM EXTENSION AND/OR SYSTEM

REMOVAL WORK.

GENERAL NOTES

1. EXCAVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND

HEALTH ACT (OSHA) OF 1970, OSHA 29 CFR 1926 SUBPART P, UNITED STATES ARMY CORPS OF

ENGINEER'S EM 385-1, AND LOCAL REQUIREMENTS.

2. CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACTOR'S

APPROVED HEALTH AND SAFETY PLAN.

3. THE FOLLOWING PROVISIONS SHALL APPLY TO THE USE OF SHEETING AND SHORING:

(A) SHEETING AND SHORING OR OTHER APPROVED METHODS FOR TRENCH

BRACING WILL BE REQUIRED ON THIS CONTRACT TO MEET SAFETY

REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND APPROVAL.

(BJ UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER, SHEETING AND

SHORING WILL BE REMOVED FROM TRENCHES PRIOR TO BACKFILLING

OPERATIONS.

(CJ UNLESS SPECIFICALLY IDENTIFIED IN THE CONTRACT DOCUMENTS, NO

ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SHEETING AND SHORING.

4. CONFLICTS: CONFLICTS BETWEEN THE APPLICABLE CODES, STANDARDS, AND THE PLANS AND

SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER

PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

5. CONFLICTING STANDARDS: IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND

A GOVERNING CODE OR ORDINANCE, THE MORE STRINGENT STANDARD SHALL APPLY.

6. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF DIMENSIONS.

I

I

7. THE GOVERNMENT WILL DIRECT THE CONTRACTOR WHERE CONSTRUCTION MATERIALS AND

EQUIPMENT TO BE INSTALLED SHALL BE STAGED AND STOCKPILED DURING CONSTRUCTION.

CLEAN FILL AND ROCKS SHALL BE STOCK PILED SE PARA TEL Y ON SITE PER GOVERNMENrS

INSTRUCTIONS.

8. PROVIDE TEMPORARY CONSTRUCTION LIGHTING. TEMPORARY LIGHTING IS REQUIRED AT

LOCATIONS THAT WORK IS BEING PERFORMED AND LIGHTING IS NOT AVAILABLE.

9. THE WORK SPECIFIED HEREIN AND INDICATED ON DRAWINGS SHALL BE COMPLETED, TESTED

AND MADE READY FOR OPERATION PRIOR TO TURN OVER TO THE GOVERNMENT. UNLESS

SPECIFICALLY INDICATED, MATERIALS AND EQUIPMENT SHALL BE NEW AND FIRST CLASS

QUALITY. EQUIPMENT MAY BE RE-USED ONLY AS SPECIFIED HEREIN OR SHOWN ON THE

DRAWINGS.

10. DAMAGE RESPONSIBILITY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOSS OR DAMAGE

CAUSED BY THEIR WORKERS TO THIS FACILITY OR ADJACENT FACILITIES, BUILDING

SURFACES OR EQUIPMENT DURING THE COURSE OF CONSTRUCTION, AND SHALL BE FULLY

RESPONSIBLE FOR REPAIRING OR REPLACING TO INSURE RESTORATION TO ORIGINAL

CONDITION.

11. DAMAGED ITEMS: WHERE ITEMS SCHEDULED FOR REUSE ARE FOUND TO BE IN DAMAGED

CONDITION, THE CONTRACTOR SHALL CALL THE ATTENTION OF THE GOVERNMENT TO SUCH

ITEMS AND RECEIVE FURTHER INSTRUCTIONS PRIOR TO REMOVAL. ITEMS DAMAGED DURING

REMOVAL SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE GOVERNMENT.

12. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING OF EXISTING WORK TO

FACILITATE AND TO CONCEAL THE WORK DESCRIBED WITHIN THESE DOCUMENTS. SURFACES

TO BE PATCHED SHALL BE FINISHED TO MATCH THE EXISTING SURFACE. THE GOVERNMENT

HAS FINAL SAY AS TO THE ACCEPTABILITY OF THE FINISHED PATCHED WORK.

13. PROFESSIONALISM AND APPEARANCE OF WORK: WORKMANSHIP OF INSTALLATIONS SHALL

BE IN ACCORDANCE WITH ACCEPTED PRACTICES OF THE TRADE. INSTALLATION METHODS

SHALL CONFORM TO MANUFACTURERS' SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE

THE JOB WITH QUALIFIED JOURNEYMEN AND HELPERS IN THIS TRADE FOR THE DURATION OF

THE JOB. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMMUNICATE WITH AND KEEP THE

CONTRACTING OFFICER'S REPRESENTATIVE APPRAISED OF CHANGES OR CLARIFICATIONS.

14. METHODS OF CONSTRUCTION: UNLESS OTHERWISE NOTED OR SHOWN, THESE DRAWINGS

AND SPECIFICATIONS DO NOT INDICATE METHODS OF CONSTRUCTION. THE CONTRACTOR

SHALL SUPERVISE AND DIRECT THE WORK, AND BE SOLELY RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND SAFE

WORK PRACTICES.

15. DIAGRAMMATIC PLANS: DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CANNOT SHOW

EVERY CONNECTION, JUNCTION BOX, WIRE, CONDUIT, ETC. THE EXACT LOCATIONS AND

ARRANGEMENT OF PARTS SHALL BE DETERMINED AS THE WORK PROGRESSES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE AND FUNCTIONAL

SYSTEM.

16. THE CONTRACTOR SHALL PROVIDE REQUIRED OFFSET, TRANSITIONS, FITTINGS, AND

COMPONENTS, ETC. TO COMPLETE THE INSTALLATION OF THE SYSTEMS IN ORDER TO

CONFORM TO THE BUILDING STRUCTURE AND EXISTING BUILDING SYSTEMS. THIS SHALL

INCLUDE BUT NOT BE LIMITED TO PIPING SYSTEMS, DUCT SYSTEMS, CONDUIT SYSTEMS,

SPRINKLER SYSTEMS, ETC. THE LAYOUT OF PIPING, DUCTWORK, CONDUIT, BOXES,

RECEPTACLES, EQUIPMENT, ETC. IS DIAGRAMMATIC IN NATURE. PROVIDE REQUIRED OFFSETS

TO ACCOMMODATE OBSTRUCTIONS AND FINAL SYSTEM PLACEMENT. THE ACTUAL RELATIVE

LOCATIONS OF PIPING, DUCTWORK, CONDUIT, RECEPTACLES, EQUIPMENT, ETC. SHALL BE

ADJUSTED DURING CONSTRUCTION ACCORDING TO FINAL PLACEMENT OF EQUIPMENT.

AS-BUILT LOCATIONS SHALL BE DOCUMENTED AND DELIVERED PER SPECIFICATION SECTION

01 78 39-PROJECT RECORD DOCUMENTS.

17. WHERE EXISTING NATURAL DRAINAGE DITCHES OR STREAM BANKS ARE DISTURBED DURING

CONSTRUCTION THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL ALIGNMENT,

GRADE AND INVERT.

18. IF PRESENT, EXISTING MONITORING WELLS SHALL BE PROTECTED FROM NATURAL OR HUMAN

CAUSED DAMAGE IN CONFORMANCE WITH ASTM D5787 "STANDARD PRACTICE FOR

MONITORING WELL PROTECTION". A BUFFER ZONE WITH A MINIMUM RADIUS OF 10 METERS

SHALL BE ESTABLISHED AROUND EACH WELL HEAD. THE BUFFER ZONE SHALL BE FENCED OR

OTHERWISE PROTECTED FROM ACCESS BY MOTOR VEHICLES. WITHIN THE BUFFER ZONE

THERE SHALL BE NO STORAGE, HANDLING, MIXING, OR APPLICATION OF FERTILIZERS,

PESTICIDES OR OTHER AGRICULTURAL CHEMICALS, OR CLEANING OF EQUIPMENT USED IN

THE HANDLING OR APPLICATION OF SUCH ITEMS.

19. EXCAVATED SOIL MATERIAL MAY BE REUSED AS FILL IN ACCORDANCE WITH THE

SPECIFICATIONS OR AS APPROVED BY THE ENGINEER. SURPLUS EXCAVATED MATERIAL,

MATERIAL NOT SUITABLE FOR REUSE ON-SITE, AND EXCAVATED ROCK SHALL BE REMOVED

FROM GOVERNMENT PROPERTY AND DISPOSED IN ACCORDANCE WITH APPLICABLE LAWS

AND REGULATIONS.

20. PRIOR TO PERFORMING EXCAVATIONS IN ROADWAYS, COORDINATE LOCATION AND EXTENT

OF EXCAVATION WITH KUWAIT AIR FORCE DPW STAFF AND ALL UTILITIES REQUIRED FOR THE

SITE. EXTENTS OF EXCAVATIONS IN ROADWAYS SHALL BE MINIMIZED TO LIMIT ROAD

CLOSURES.

@>--=9s~IV_IL_G_EN_E_R_A_L_N_O_T_E_S_ UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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SHEET GENERAL NOTES

1. ELEMENTS TO BE DEMOLISHED OR REMOVED SHOWN

DARKENED

G)

G)

SHEET KEYNOTES

PROTECT IN PLACE

REMOVE EXISTING FENCE

REMOVE 18.000m OF EXISTING STORM WATER PIPE

REMOVE CONCRETE BLOCKS

EXISTING UNPAVED ROAD

BEGIN FENCE 1 REMOVAL

END FENCE 1 REMOVAL

BEGIN FENCE 2 REMOVAL

END FENCE 2 REMOVAL

@ REMOVE CONCRETE-LINED DITCH AS NECESSARY TO COMPLETE

GRADING OF TOWWAY AND RELATED SHOULDERS AND DITCH

NOTE: --

CONTRACTOR SHALL CHECK THE COMPASS CALIBRATION PAD SITE FOR

MAGNETIC INFLUENCE IN CONFORMANCE WITH UFC 3-260-01, APPENDIX B,

BEFORE CONSTRUCTION COMMENCES AND AFTER CONSTRUCTION, TO ENSURE

THE AREA IS MAGNETICALLY QUIET WHEN CONSTRUCTION IS COMPLETE.

CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING UTILITIES AND OTHER

MAGNETIC INTERFERENCES IN ORDER TO COMPLY V\/lTH THE "MINIMUM

RECOMMENDED SEPARATION DISTANCES" LISTED IN PARAGRAPH B10-10.2 OF

UFC 3-260-01; AND, PROVIDE A MAGNETICALLY QUIET SITE.

SHEET LEGEND

Xx XX X FENCE REMOVAL

~ EXISTING ASPHALT PAVEMENT TO BE REMOVED

KEY PLAN

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Om 11111 1:1000

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SHEET GENERAL NOTES

1. MASS GRADING FOR TAXIWAY AREA IS SHOWN

APPROXIMATELY 440mm BELOW FINAL SURFACE ELEVATION.

2. MASS GRADING FOR PARKING AREAS IS SHOWN 305mm

BELOW FINAL SURFACE ELEVATION.

SHEET KEYNOTES

SHEET LEGEND

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PROP CATCH BASIN

PROP STORM MANHOLE

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(ex SDXX)

PROP STORM FLARED END SECTION

STORM STRUCTURE LABEL (CUN

NUMBER_STRUCTURE NUMBER]

DIRECTION SURFACE FLOW ARROW

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SHEET KEYNOTES

CONCRETE ENCASE EXISTING CONDUIT UNDER AND TO A POINT 4.000m

OUTSIDE OF NEW PAVEMENT PER DETAIL@

A9 G50

NEW 18.000M RCP STORM DRAIN PIPE PER DETAIL,~~ TYPE VI

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EXISTING PIPE AND CONNECT WITH CONCRETE COLLAR

PERDETAIL@

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STORM STRUCTURE LABEL (CLIN

NUMBER_STRUCTURE NUMBER)

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EXISTING MAJOR CONTOURS

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SHEET KEYNOTES

CONCRETE ENCASE EXISTING CONDUIT UNDER AND TO A POINT 4.000m

OUTSIDE OF NEW PAVEMENT PER DETAIL@

A9 G50

NEW 18.000M RCP STORM DRAIN PIPE PER DETAIL, ~~ TYPE VI

CONCRETE ENCASEMENT BEDDING. MATCH INSIDE DIAMETER OF

EXISTING PIPE AND CONNECT WITH CONCRETE COLLAR

PERDETAIL@

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® NEW INFILTRATION POND

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SHEET LEGEND

rr:(]

(ex SDXX)

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NEW STORM PIPE

NEW STORM FLARED END SECTION

STORM STRUCTURE LABEL (CLIN

NUMBER_STRUCTURE NUMBER)

DITCH FLOWLINE

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

FG MAJOR CONTOURS

FG MINOR CONTOURS

RUNWAY LATERAL CLEAR ZONE

KEY PLAN

GRAPHIC SCALE

Om 11111 1:500

10m 20m 30m 40m

DIM. NOTE & NORTH

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

50m

PLAN NORTH

US Army Corps of z

SHEET ID

f-z w :e z w :e -< s z -< Q 0 ~ w - "' O'.

~ ffi O'. □

CG152

E

D

C

B

A

1 2 3 4 5 6 7 8

I \

I I I I

/I I 1~- I

I I -- I ~ r / \ I I I I I I I I I I

I\ I \ ti r I \ , 1' r r , / '-.., ,1 I

1 \ r ' r 1 1 '- \ I ', I I r 'I I \ I 1I

\ I \ ,,.., \ I / / I I --~ / '- 1 I / / r I I / '- ii\ ,,.,/1 ;I r / ', I r / I r1 / '- ~ / / / I J / r \ / ', I ii\ 1 I I , -- r \ / \ I :!j Iii I

I I !il ,,.,.._ I I

RLCZ

, I / .6 r \ / ii I f1 I / \ / RLyZ -------~ "'------ RLCZ -+---,...--.N,;----+---+--r-- -,...----+---+-------1 fl!LCZ ____ ;.._.....:;;·---1---- RLCZ ----------- RLCZ ----------- RLCZ

I \ I/ jY r \ - / 11 ,,.. / I / 11 / I / I" \ I I I r \ r \ I / \ / I / I I r I /

I \ I I r - r \ I \ \ / I / L/ \/ /\ r \ / I I/ ,,., \ r \ I I 1 1 I / / \ /

,, I I ; I r \ I I ' I / / '-/ \ / I f 11 1 I <-- ii\ , 11 r :!j Ir 1

!il 1 1 g , r - Ir / ~ I 1----- - I r /;~, r I ,,.,-/ I STA:3+086.50 - / STA:3+086.50 '·<1\T ,,..r \ - ,,.- / / '- / I / ,,.- "', / ,,.-

\ OFF:45.00m LT OFF:24.54m LT '! \ I , \ / \ .1 /

\ ELEV.= 124.766 5 ELEV.= 124.801 ( \ / / I;' \. ,,.- ,,.,

'- 1 \ I I

',,., - 125.25 125.50 \ / /

I

I

/ STA:3+045.96

/ OFF:25.02m LT

ELEV.= 125.509 _,,,I \ - -,

w ~ -

0 ., '---1125.00

N -z ~ ~ --UC---l-->.----__,_.

...J (!) STA:2+260.00

(.) OFF:17.07m LT

J: I- INV.=125.433

~ W STA:3+046.29

<( W OFF:45.00m LT

2: '1'; - ___ ELEV.= 125.~ 3,,., ~ _

126.0

L----1 125,25

126.50

.._,t,· 0 ., le' .._ I 11.125m r

, \ I I r -1., \ I /

'-.. \,t I --1 ,,.1

,,., rl <§>'

I ..,_'1,'>· '~/ __ ./ ALIGNMENT 3 ~ ~=tr-

40 2+400 \

- I

127.00

AY

,_ 2+440 2+448

126.00-

I STA:2+260.00 I

x:-- x:---x-- x:---x----x---x:---x:---x:---x-

"' OFF:16.47m RT

126,75 INV.=125.619

-0.30% VARIES 12a.25- -3_ao%

- 125,75

~ 1F6 \

126.~o

-;:i C1_SD50 - - g ◄- -◄- / "'

I/ ' % ES B6

1 ~ STA:2+280.00 CG352

\ \. OFF:20.36m RT _,..,. - ...._ ...._

\ ' ELEV.= 125.628 STA:2+335.00 '<> <,, - ,,.,

CG351 I

\ / i C OFF:20.36m RT / ~?J,'J)

\ I I ELEV.= 125.991 /~ \ /

\ I I r \ /

'- / I \ _ BEGIN FLAT BOTTOM DITCH I \

___ I

I \ _,, / '- '- STA:2+340.00 '\

'- OFF:20.36m R r \ / I '<> '\ / I I r 1, I I _,,, I \,< -~ -~-~s H

I I

I\ -- EL~V.=126.180 _,,,,, __ / \ '-I

\ ------ t"'c--- ' r , __ _ \ ',.1 \ ', \ I I 1~, !' ) ,,..- \ - I r \ '-, r -r, / I \ - \ ,,,.,---._/ -- I -r~ I ;\ I ---..__, ' H H 'o----c+----s--~--s--~--:s-----s--~--s--~--:s--~--s

I if le'

I

I r r r l __ _,.--...)

\ I \ I '-' I

'- / -- ;,_, ........ ......_ -----✓-\ -I - - ,_........_ I \

I \

I ' - ' ,- ' ~-- -- \ -"" '\ -f:1:- - - - 0-.._' r / I I

- 0" C--- UGC--- UGC-- UGC--- UjlQ / UGC "' UGC--- UGC--- UGC-- UGC--- UGC--- UGC-~~

UGC-- "&Jc--- UGC--- UGC--

UGC--- UGC,--'UGC--

UGC--- UGC~j!!;ca-_

/ ' / \/ / I \ __ _,,, /

I ~ / ---UGC--~ UGC UGC-- UGC-- --- UGC+---- UGC--- UGC--- UGC--UGC--

0" I,-'\ /'

'- I

UGC UGC"' UGC UGC UGC

<- I ' I

0" \r

UGC _ _::,:'£"' UGC--- UGC ----'-- UGC--- UGC--- UGC-- UGC-

I \ / \ I

\ ,\ I I \ I ··"

File Path:

Plot Date:

0" "' 0

9 10

SHEET KEYNOTES

CONCRETE ENCASE EXISTING CONDUIT UNDER AND TO A POINT 4.000m

OUTSIDE OF NEW PAVEMENT PER DETAIL@

A9 G50

NEW 18.000M RCP STORM DRAIN PIPE PER DETAIL, ~ ~ TYPE VI

CONCRETE ENCASEMENT BEDDING. MATCH INSIDE DIAMETER OF

EXISTING PIPE AND CONNECT WITH CONCRETE COLLAR

PERDETAIL @

D9

G50

@ NEW RCP STORM FLARED END SECTION ~

@ NEW 356x584 ELLIPTICAL RCP PIPE, 37.134m, 0.50% SLOPE @

® NEW INFILTRATION POND

® MATCH EXISTING

SHEET LEGEND

rr:(]

(ex SDXX)

-16.00- -

- - - -16.25 - - - -

1--- 10.00---

1---- 16.25 ---

1----RLCZ ---

NEW STORM PIPE

NEW STORM FLARED END SECTION

STORM STRUCTURE LABEL (CLIN

NUMBER_STRUCTURE NUMBER)

DITCH FLOWLINE

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

FG MAJOR CONTOURS

FG MINOR CONTOURS

RUNWAY LATERAL CLEAR ZONE

KEY PLAN

GRAPHIC SCALE

Om 1 Om 20m 30m 40m 50m li■□■i:::l■J■l:l■::.•c=••=::::i•••-====i 1:500

DIM. NOTE & NORTH

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

PLAN NORTH

US Army Corps of d ~ z ii ~ z " ~- Q

~ ~ ~ !c QN

" o B !!! ~ ~ f--

~I z ~ :! 0 8 "' z iii w ' = w f-- ~

- a, i· 2!

:1: ui8 i il: -

~ O'. f--< w

O'. z 2 w O'.

, O'.

-' w < a, rn ., -' u, i

SHEET ID

f-z w :e z w :e < s z < Q 0 ~ w - "' O'.

~ ffi O'. □

I i

CG153

1 2 3

F

E

D

C

B

A

File Path:

Plot Date:

RUNWAY 15R • 33L

EXISTING ASPHALT ~

t--_---___ _

DO NOT UNDERMINE

EXISTING PAVEMENT

RECOMPACT EXISTING SUBGRADE TO

95% MODIFIED PROCTORASTM D1557

TOWWAY

6 7

130 ASPHALT TIE-IN 32 12 15

(SHALL BE PLACED IN TWO 65 LIFTS)

180 ASPHALT BASE COURSE 32 12 15

(SHALL BE PLACED IN TWO 90 LIFTS)

160 GRADED-CRUSHED

AGGREGATE BASE

300 SUBGRADE COMPACTED

TO 95% OF ASTM 01557

8 9

100 SHOULDER ASPHALT

SHOULDER SURFACE COURSE

(TO BE PLACED IN TWO 50 LIFTS.

TACK COAT BETWEEN LIFTS)

_k,''T"" 160 GRADED-CRUSHED

LLLLLLL.LL.LL.LL.L.L.L:::...LL.L AGGREGATE BASE

······················································································· .,_ -+••···· 300 SUBGRADE COMPACTED TO 95% OF ASTM D1557

ASPHALT SHOULDER PAVEMENT SECTION

NTS

PAVEMENT TIE-IN DETAIL

NTS

I

CONCRETE COLLAR

3414 @ 300 (TYP)

CL EXIST. PIPE ), CL NEW PIPE

NOTE:

CONTRACTOR SHALL MANDREL CONDUITS

AFTER BASE COMPACTION TO ENSURE

CONDUIT IS INTACT AND REPLACE ANY

DAMAGED CONDUIT.

I \ \ L ______ _

CUT EXISTING PIPE

600 600

75 CLR.

3414 CIRCULAR

TIES (TYP)

@)e-----=9s-=O_._.N-=C_._R=E._._T=E_._P_._.I P_.E=--=C-=O-=L=LA-'-'R----=D-=E_._T A'----'=I L'------

EXISTING CONDUIT TO BE

PROTECTED IN PLACE

EXISTING GRADE

CONCRETE SLAB WITH

1OOx100-MW19xMW19

WELDED WIRE FABRIC

AC

~ T· "\·~7'°T"l~f7~7\""~\ll'~ll\\\711~-- BASE ASPHALT

1.000m

PAVEMENT

AGGREGATE BASE

SUBGRADE

COMPACTED TO 95%

PERASTM D1557

EXISTING CONDUIT PROTECTION DETAIL

NTS

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

US Army Corps of d ~ z ii ~ z " ~~ Q

~ ~ ~ !c QN .. c B

~I z

~ :! 8 z i (!)

iii w '° □ "' LL

' u 0 = w :,: '° w u f-f- ~ w ~ o w - a. < VJ i· ~ a. '

2! z "' u.,jO ::::!

ui8 N 0:::i= c:C m :::J ~ [i:j i il: ~ f- 0 ~ um

O'. f- ~ :::J;i! W < w 'Y ~u ~ O'. z ~ ~ en ~ w O'.

~ ~ LL ~ ;:;

z o. o , O'. - ::; o -' w ~O z < a. - 0 < ::, rn -' "' ., ;:: z

0 ' ' LL < <

!:: O'.

"' i z

2 u

SHEET ID

fz w :e z w :e < s z < Q 0 ~ w - "' O'.

~ ffi O'. □ l3

CG503

F

E

D

C

B

A

TANK

#2

"iii

TANK

#1

I

DETENTION BASIN #2

I X

X

X

I I X

X w '<I" ... z ...

...J II) X

J:

(.) I- I- w c( w 2; J:

II) X

I !

J j

I

I

File Path.

I

I

I

0+090.069

12.820 RT

I

I I

I

MATCH LINE -------- --------

- .. oO~ ~ ~OOorn 0+117_483 SHEET CS112

~/. -· 11 .658 RT

0+110.168 0+110.168 0+117.483

12_501 RT 13.001 RT 13.001 RT

I

I

I

I w ~ z ...

...J II)

J: (.)

~ tu c( w 2; J:

II)

I

I

I s I 10

SHEET GENERAL NOTES

1. REFER TO SHEET CP401 FOR CONCRETE JOINT LAYOUT PLAN.

2. REFER TO SHEET CS601 ROAD ALIGNMENT SCHEDULE.

3. REFER TO SHEET CS401 FOR ENLARGED PUMP HOUSE AND

TANKS AREA.

4. DISTURBED AREAS WHERE NO PAVEMENT HAS BEEN NOTED

SHALL BE SAND.

SHEET KEYNOTES

(D ASPHALT PAVEMENT FIRE LANE

® HEAVY DUTY CONCRETE PAVEMENT

® SIGN POST

© DETENTION BASIN

( CB '

~ w

® TIE TO EXISTING PAVEMENT

® FUTURE WASH RACK, NOT IN CONTRACT

(J) STOP LINE MARKING 701, WHITE, 500mm

SHEET LEGEND

ASPHALT PAVEMENT

''LL

LLLLLLLLL

L ~ ~ ~-+-~ ~ ~--f-- FUTURE WORK, NOT IN CONTRACT

HEAVY DUTY CONCRETE PAVEMENT

I ' ,: ·• . "',. . J CONCRETE SIDEWALK

~ GRAVEL

~] BUILDING

KEY PLAN

X

GRAPHIC SCALE

Om Sm 16m 24m 32m 40m l■::ll□l[IU■[II-C::j111c::=:Jiilii••c:::=c:::JI 1:400

DIM. NOTE & NORTH

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

US Army Corps of w w ~ w w z z "' in

UJ

0 2 z z 0 ~

Q z

~ w N

4 u ~

~ 4 4 ;;

u ~ 0 0

~ ~ N ~ z 0 ~ 0 0 ~ 0 w u ~

-N

a. UJ

UJ ~

"' 0 1:l fz

UJ

:e m :e -< s z -< Q

- f-- 0 a.

UJ -

"' 13 ~ 12 O'. 0 s

N

D "' u

UJ

I u O'.

UJ 0

s-< <D 0 a. u.

a. z o

. 0 "'

UJ -

N 0::: I- I d::, ::J c:( UJ

.,....1-0::: UJ

.,.... U OJ I

~ ::J ::J (/) ,;t a:::c:( I

' 1-- u z

::J (/) CJ) <(

:::s::: c:( (/) _J

O'. -< a.

u. a. UJ ~ 2 !:::

>- 0 "' f- u ::J

CS115

E

D

C

B

A

1 2 3

ALIGNMENT 1 ~

I"

--.- UGC-- UGC--UGC--

,;;J,-- UGC-- UGC-- UGC

/ '--T ~C -e--1 ~ UGC---------

.# /II -

/ 8c

/ ::::, G)

/ .sJ' { 8I OOOm

• /,;;& ; \ 8 , ~ / I )(

N: 3204917.761

STA. 1+940.000 \_

OFF. 0.000

E: 771198.359 -l)

Cl C ::, 8

I g C I 8 0 \ 1011 r106

\s ~0118-.-----+----I--_-H-/ 119 108 105, GEOMETRY POINT LAYOUT SCHEDULE

11.000m

85.500m

~ STA. 1+000.000

OFF. 0.000

N: 3204740.528 E: 771271.251

0.

C)

185.000m

½

GEOMETRY POINT LAYOUT SCHEDULE

ct, s

POINT NUMBER NORTHING (m) EASTING(m) POINT DESCRIPTION POINT NUMBER NORTHING (m) EASTING (m) POINT DESCRIPTION

100 3,204,869.692 771,485.260 EOP 115 3,204,800.696 771,245.079 EOP

101 3,204,860.155 771,490.740 EOP 116 3,204,796.695 771,238.108 EOP

102 3,204,775.413 771,320.986 EOP 117 3,204,841.427 771,212.435 EOP

103 3,204,786.499 771,280.034 EOP 118 3,204,867.100 771,257.168 EOP

104 3,204,808.149 771,267.609 EOP 119 3,204,822.367 771,282.840 EOP

105 3,204,819.636 771,267.233 EOP 120 3,204,818.366 771,275.869 EOP

106 3,204,823.318 771,273.648 EOP 121 3,204,811.882 771,274.114 EOP

107 3,204,825.139 771,272.602 EOP 122 3,204,765.872 771,326.462 EOP

108 3,204,856.862 771,254.396 EOP 123 3,204,724.920 771,315.375 EOP

109 3,204,838.656 771,222.673 EOP 124 3,204,618.123 771,376.667 EOP

110 3,204,806.933 771,240.879 EOP 125 3,204,612.491 771,397.471 EOP

111 3,204,805.111 771,241.925 EOP 126 3,204,628.051 771,424.583 EOP

112 3,204,808.793 771,248.340 EOP 127 3,204,608.754 771,435.658 EOP

113 3,204,802.674 771,258.068 EOP 128 3,204,593.984 771,409.922 EOP

114 3,204,798.940 771,251.563 EOP 129 3,204,573.179 771,404.290 EOP

File Path:

Plot Date:

SW

N: 3204629.851 E: 771450.069

STA.3+100.000 ~

OFF. 0.000

,1;

124 . f +300

' I

STA. 3+000.000

OFF. 0.000

N: 3204580.075 E: 771363.337 s s

7 8 r lffifu lffifu lffifu

;}? g,<51' J;~ S;;- ,i;p i'' 1' i 4 .

sw·

SW SW SW

' ;;-~ ,?~ ,!tf

- Y,,j; - ¼ •

/ . . . . . . . . . . . . V Y V V V

) GEOMETRY POINT LAYOUT SCHEDULE

.§ > POINT NUMBER NORTHING (m) EASTING (m) POINT DESCRIPTION ' iil I ~ >t---------,,------+------+--------, _ 771,484.194 EOP I 144 3,204,869.079

145 3,204,871.681 771,482.699 EOP

t---------,,------+------+---------t<

771,475.233 EOP

< t---------,,------+------+---------t

3,204,867.396

147 3,204,864.795 771,476. 727 EOP '

>t---------,,------+------+---------t

148 3,204,859.542 771,489.674 EOP '

,__------------J--\------+------+-------__,'

, 771,491.169 149 3,204,856.941 EOP

1------------,--\------+--------+----------l

> 150 3,204,852.656 771,483. 703 EOP

> 151 3,204,855.261 771,482.208 EOP

. . . . . . A A A A - -

;®/ ;;130 , 128 138

140 ___ --+---~-'--'r 141

13~1 s

129 13 I • • , ' . . .

IEi . . .

133_}

2+400

\_137

J

STA. 2+447.709

OFF. 0.000

N: 3204477.418

___ _ E:771451.078

GEOMETRY POINT LAYOUT SCHEDULE

POINT NUMBER NORTHING (m) EASTING (m) POINT DESCRIPTION

130 3,204,541.156 771,426.871 EOP

131 3,204,539.342 771,423.710 EOP

132 3,204,532.287 771,411.417 EOP

133 3,204,530.473 771,408.256 EOP

134 3,204,566.125 771,391.998 EOP

135 3,204,566.914 771,393.374 EOP

136 3,204,567.945 771,395.170 EOP

137 3,204,525.703 771,410.994 EOP

138 3,204,536.386 771,429.608 EOP

139 3,204,571.359 771,401.118 EOP

140 3,204,576.913 771,410.795 EOP

141 3,204,531.800 771,436.685 EOP

142 3,204,517.279 771,411.383 EOP

143 3,204,562.391 771,385.493 EOP

I

I

9 10

SHEET KEYNOTES

G) NEW POWER CHECK PAD

® NEW BLAST DEFLECTOR FENCE

@ NEW COMPASS CALIBRATION PAD

G) NEW AC TOWWAY

® STANDARD 445 kN THRUST BLOCK

® NEW FLOOD LIGHTS, SEE ELECTRICAL DRAWING SHEET XE452

SHEET LEGEND

EJ

D

NEW PCCP PAVEMENT SEE TYPICAL SECTION SHEETS

NEW AC PAVEMENT SEE TYPICAL SECTIONS SHEETS

SECURITY FENCE

- NEW SHOULDER ASPHALT PAVEMENT W

SHEET NOTES

1. FOR SECURITY FENCE GEOMETRY INFORMATION SEE DRAWING CX101.

KEY PLAN

GRAPHIC SCALE

Om 11111 1:1000

20m 40m 60m 80m

DIM. NOTE & NORTH

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

100m

PLAN NORTH

US Army Corps of w I- 4 ;; 0 z w ~ ~ w z (9 in w w

I- I - a. ~-::::, 2 uI (9 (/) 0 -< O'.

"' a.

O'. I--w -< z O'. O'.

wo a, I "i O'.

~w -< a.

"' -J_ I-z

0 z Q z I-I- u 4 4 I-u ~ I-

~ z 0 0 w u

N d, -1i

- -NN

I- (9 w "' -< 0 00 '" N-

I- 1-z z

WW

2 2 zz

WW

2 2 -< -< s s z c:( c:( Q

- - l o O 0.

UJ UJ a:::

~ ~ u w w w O'. O'. 0 s

2 m ~ w w ~ C, I- 00 4 ;;

0 0 ;;

I- N

00 ~ 0 ~ ~ N

~ i3l ~ cl:

"" u w I u O'.

~ 5!z 0 a. :5

a. z a.

uf Q >- O'. I- O'. ::::, -< I- I- O'. w u "'2 ::J ::::i 0 O'. -< w In u (9 -< (/) a.

O'. (/) u

u. <u a.-z 2 a.

~OU u a.

i=

' -< -z ::J u

CS151

E

ALIG~MENT 1

STA. 1+025.000 =

ALIGN"IENT2

STA. 2+100.000

------- ) 1

I

I

I

I

I iil

1!ii -,~ I !§

1;

co N -

"' ' ~I - I !

D <X) D N

D D -+ N

D

D N

N

11§

J

~ ' ~ " "'b

1-'> \

....l co -N ..--> c::- 0 /' ,-.:

I "' -

-------ALIGNMENT2

I I

-ill " "' J r-

I i

I

I

.....J

I

I

124.25 124.50------

~LIGNMENT 1

124.25

124.25

I

C: (_ G) c::\ G) r~ I.__~

124 50 124.75

1 ------,,. 124.so

I

I I

I

I

I

1+200

124.25 g i ~"l b C 0 C: G)

) G) 0 c,Gco l l

I

I

...J C") C") ll'.

It)

I

I

STA:1+249.91

OFF:O.OOm

I

9 10

SHEET KEYNOTES

G) NEW 356x584 ELLIPTICAL RCP PIPE

SHEET LEGEND

NEW STORM PIPE

D1-------------------------------------------------------------------------------------------------------------, [(] NEW STORM FLARED END SECTION

0+990 1+000 1+100

C

0 "' 0 C0 - ~ C) C! 0 "l "l f 0 ,-.; C) ~ - N - N

0 - 0 -+ + ~

_j _j -- - _j w w

~ w en en en u

D..

./ ™~"-· EL. 127.51

>\II STA. 1+007.72 _ / PROPOSED GRADE

EL. 126.59

3.00%

.50%

-2.50%

-- - ----- -- ----20.00% --- ------ B 125

A

0:, ~ "' ~ ~ ... ra i:8 i'b - ~ " "' " C0 N co co ,-.; ~ ~ ~ ~

Id .,;

N N N N N ... ... - ... - ... - ... -

0+990 1+000 1+100

File Path:

Plot Date:

1+200

L 110.000m

G1 -2.50% G21.00% -i e 0.481m C)

~ K 31.422 ~ --

_j w en D..

_:ISTING GROUND~

STA. 1+149.910 /

EL. 124.390

~ t:; g - ~ ~ "' Cl lo "' - ... Cl0

~I~ ~ ~ Id ..; ~ ~ N N ,__ ... - ... - ... - 1+200

ALIGNMENT 1

1+260

1.00% __r-1 - -

--- j < ~ PVI STA. 1+249.91

EL. 125.39

STl~G PAVEME~T

IA

~ - N i'il ... !Ii ... -~ ~ Id Id

N N ... - 1+260

-16.00 - EXISTING MAJOR CONTOURS

- - - -16.25 - - - - EXISTING MINOR CONTOURS

1---16.00 --- FGMAJORCONTOURS

1 ---16.25 --- FG MINOR CONTOURS

PROFILE ELEV LEGEND

~!<,,ELEV

_llrROPELEV

KEY PLAN

GRAPHIC SCALE

Om 10m 11111 1:500

20m 30m 40m

DIM. NOTE & NORTH

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

50m

PLAN NORTH

US Army Corps of d ~ z ii m z ~

~p

Q

~ ~~ !c QN

" oB !!! ~ ~ >- ~I z ~ :! 0 8 "' z i (!)

iii w

□ "' ' u = w w :,:

f- ~ u w O'. ~ ~□-- a. <"-i· ~ a. :i1 2! Zo.

wQo ui8 N 0::: I- Z ob ::, a!< i il: - f- z - um

O'. f- ~ ::, ;ii! :5 < w "'i' 0:: UCL

::, f- -O'. z ~ ~cn1-w O'.

~ ~ u. ~m , O'. z ::; :e ~w ~oz < a. u52 ::, - ~ rn a! < ., f-- ::, ' ' "- < !:: -i z

2 u

SHEET ID

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CS161

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E

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C

B

A

File Path:

2 3 4

0+031.189 /

3.658 LT

ROAD04 E

6 7 8

0+054.985 / .

3.658 LT

. •r,.: . 0+040 · · d

~k

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11.000m

0+025.670

3.658 RT

N: 3205042.6888 E: 772196.2327

6.300m

0+031.190

3.655 RT \

N: 3205039.9110 E: 772188.0215

N: 3205040.3345

· E: 772199.5550 . ·

N: 3205036.8704 E: 772201.5550

N: 3205036.0204 · E: 772200.0827

23.116m

N: 3205028.2429 E: 772194.4117

ENLARGED PUMP HOUSE AND TANK AREA

1,100

0+048.785

8.352 RT

N: 3205025.9486 E: 772198.7379

1.966m

N: 3205023. 7835 E: 772199.9879

N: 3205018.8923 E: 772197.8472

N: 3205025.2984 E: 772196.1117 N: 3205021.4446

E: 772198.3367

9 10

SHEET GENERAL NOTES

1. REFER TO SHEET CS601 ROAD ALIGNMENT SCHEDULE.

2. DISTURBED AREAS WHERE NO PAVEMENT HAS BEEN NOTED

SHALL BE SAND.

SHEET KEYNOTES

(J)

ASPHALT PAVEMENT FIRE LANE

CONCRETE SIDEWALK

EQUIPMENT CONCRETE PAD

GRAVEL

MECHANICAL YARD SCREEN WALL

MECHANICAL PAD FOR TEST

HEADER SUPPORTS

SHEET LEGEND

~'.)::\~~;'.:(j::~:~~'.;if::: ASPHALT PAVEMENT

I ' ,: . ", . . J CONCRETE SIDEWALK

~~ GRAVEL

~] BUILDING

KEY PLAN

GRAPHIC SCALE

Om 2m 4m 6m Bm 11111 1:100

DIM. NOTE & NORTH

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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