1
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W MAP 125, PARCEL 19.06 LAZY J LIMITED INVESTMENT PARTNERSHIP DB 360, PG 11 ZONED CS MAP 125, PARCEL 19.0 JOHN GRIFFIN JR. DB 4149, PG 413 ZONED MU MAP 125C, GROUP "C", PAR FAIRWAY FARMS DEVELOPMEN DB 4018, PG 756 PB 29,PG 7 ZONED R-15 PRD WENDLING BLVD OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE N06°47'53"E 1626.41' Δ=0°51'05" R=3779.71' L=56.17' CHD=56.17' S86°16'17"E Δ=3°55'46" R=3774.71' L=258.87' CHD=258.82' S83°07'36"E Δ=2°56'10" R=3926.88' L=201.23' CHD=201.21' S89°28'47"E S79°59'24"E 50.17' S.R. 174 / LONG HOLLOW PIKE (PUBLIC) (RIGHT-OF-WAY VARIES) 24''W 24''W 24''W 24''W 24''W 24''W 24''W 24''W 24''W 24''W 24''W 24''W 4''G 4''G 4''G 4''G 4''G 4''G 4''G 4''G S44°40'04"E 192. Δ=38°32'03" R=468.00' L=314.75' CHD=308.85' N26°03'55"W Δ=29°29'07" R=532.00' L=273.78' CHD=270.76' N30°35'23"E S06°47'53"W 325.29' N45°19'56"E 50.55' S44°40'04"E 64.00' S45°19'56"W 50.55' MAP 125, PARCEL T1209-001 GALLATIN LAND, LLC DB 3512, PG 1 PB 30, PG 261 ZONED MU S74°09'11"E 30.43' Δ=29°29'07" R=150.00' L=77.19' CHD=76.34' S59°24'37"E 10''W 10''W 10''SA 10''SA 10''SA 10''SA 10''SA 8''SA 8''SA DO NOT ENTER STOP VAN F F F F T PAD W W Car Wash MAPCO 4,500 S.F. 20' REAR YARD 25' FRONT YARD PRIVATE DRIVE 20' P.U.D.E. 50' MBSL 50' MBSL 30' MBSL 20' REAR YARD 10''W 10''W UGE UGE W W SA SA 8''W G G 8''W 8''SA 8''SA 8''SA 8''SA 8''SA 530 530 536 534 532 UGE UGE 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 6''W FFE = 530.5 FFE = 531.8 FFE = 534.5 FFE = 532.2 FFE = 525.1 FFE = 523.8 FFE = 529.5 FFE = 527.7 FFE = 528.1 FFE = 525.6 FFE = 521.6 FFE = 522.4 FFE = 521.1 FFE = 516.8 FFE = 515.7 < < 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W BUILDING D (3 STORY, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) 28,821 SQ FT BUILDING E (3 STORY, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) 28,821 SQ FT BUILDING G (3 STORY,SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) 28,821 SQ FT BUILDING I (3 STORY, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) 28,821 SQ FT BUILDING F (3 STORY, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) 28,821 SQ FT BUILDING C (3 STORY, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) 28,821 SQ FT BUILDING H (3 STORY, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) 28,821 SQ FT BUILDING A (3 STORY, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) 28,821 SQ FT BUILDING B (3 STORY, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) 28,821 SQ FT AMENITY CTR / OFFICE (1 STORY, SEE ARCH PLAN FOR BLDG DIMENSION) 5,822 SQ FT 510 524 526 528 526 524 528 530 536 532 534 536 532 534 534 536 538 540 524 526 530 534 < < 526 520 516 518 516 522 524 522 508 506 506 508 508 506 504 512 514 518 524 532 534 534 532 532 530 530 528 6''W 10''W 10''W 10''W UGE UGE UGE UGE UGE UGE 13.0 13.0 20.2 20.96 20.4 19.8 522 520 518 516 514 512 510 508 506 504 502 500 490 480 490 480 478 C3.00 H T R O N PROJECT BENCHMARK: DESCRIPTION: COTTON SPINDLE IN POWER POLE ELEVATION: 532.12' MAP125 PARCELST1209-001,T1209-002,T1209-003 DATE COMMENTS REV. JOB NO.: 16-062-02 CHKD BY: DRWN BY: May 04, 2018 - 4:17pm T:\CADD\2016\16-062-01\CAD\Civil\CD's\16-062-01 CD - C300 - Utility.dwg THE TRAILS AT HUNTER POINTE CONSTRUCTION PLANS 1006 BEATY BOULEVARD GALLATIN, SUMNER COUNTY, TENNESSEE A M S T . I N J R J E H A R S O R . 02/13/18 JTH TWG ORIGINAL ISSUE FOR 03/15/18 JTH TWG CONSTRUCTION DRAWINGS 05/03/18 JTH TWG CONSTRUCTION DRAWINGS 90% SET - NOT FOR CONSTRUCTION SITE UTILITY PLAN GRAPHIC SCALE: 1" = 40' 0 20 40 80 120 PROPOSED 8" SANITARY (TYP) EXISTING 8" SANITARY (TYP) EXISTING 10" WATERLINE (TYP) EXISTING MANHOLE A7 MANHOLE B1 MANHOLE B2 MANHOLE C1 MANHOLE C2 MANHOLE B3 MANHOLE B4 PROPOSED 8" SANITARY (TYP) EXISTING 8" SANITARY (TYP) (SEE BEATY BLVD PH 2 PLANS) PROPOSED 10" WATERLINE (SEE BEATY BLVD PH2 PLANS) UNDERGROUND ELECTRIC FH FH FH FH FH PROPOSED 6" WATERLINE (TYP) PROPOSED 6" WATERLINE (TYP) TIE TO EXISTING WATERLINE STUB FH FH EXISTING 10" SANITARY (TYP) EXISTING UNDERGROUND ELECTRIC NOTE: 1. DETAILED PLANS AND SPECIFICATIONS FOR WATER AND SANITARY SEWER INSTALLATIONS SHALL BE SUBMITTED TO INDUSTRIAL PRE-TREATMENT DEPARTMENT FOR REVIEW AND APPROVAL BEFORE ISSUANCE OF GRADING PERMIT. 2. PROPOSED FACILITIES SHALL COMPLY WITH APPLICABLE CROSS-CONNECTION CONTROL REGULATIONS. 3. SEE PLUMBING PLANS FOR EXACT UTILITY CONNECTION LOCATIONS. WATER & SEWER SERVICE LINES (TYP.) WATER & SEWER SERVICE LINES (TYP.) SEWER SERVICE CLEANOUT (TYP.)

WENDLINGBLVD. · 2018-06-26 · car wash mapco 4,500 s.f. 20' rear yard 25 ... amenity ctr / office(1 story, see arch plan for bldg dimension) 5,822 sq ft 510 524 526 528 526 524

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Page 1: WENDLINGBLVD. · 2018-06-26 · car wash mapco 4,500 s.f. 20' rear yard 25 ... amenity ctr / office(1 story, see arch plan for bldg dimension) 5,822 sq ft 510 524 526 528 526 524

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MAP 125, PARCEL 19.06

LAZY J LIMITED INVESTMENT

PARTNERSHIP

DB 360, PG 11

ZONED CS

MAP 125, PARCEL 19.0

JOHN GRIFFIN JR.

DB 4149, PG 413

ZONED MU

MAP 125C, GROUP "C", PARCEL 40.01

FAIRWAY FARMS DEVELOPMENT GROUP

DB 4018, PG 756

PB 29,PG 7

ZONED R-15 PRD

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R=3774.71'

L=258.87'

CHD=258.82'

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L=201.23'

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MAP 125, PARCEL T1209-001

GALLATIN LAND, LLC

DB 3512, PG 1

PB 30, PG 261

ZONED MU

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PROJECT BENCHMARK:

DESCRIPTION: COTTON SPINDLE IN

POWER POLE

ELEVATION: 532.12'

MAP 125 PARCELS T1209-001, T1209-002, T1209-003

DATE

CO

MM

EN

TS

REV.

JOB NO.: 16-062-02

CH

KD

BY:

DRW

N

BY:

M

ay 04, 2018 - 4:17pm

T

:\C

AD

D\2016\16-062-01\C

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\C

ivil\C

D's\16-062-01 C

D - C

300 - U

tility.dw

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TH

E TRAILS AT H

UN

TER PO

IN

TE

CO

NSTRU

CTIO

N PLAN

S

1006 BEATY BO

ULEVARD

GALLATIN

, SU

MN

ER CO

UN

TY, TEN

NESSEE

A

M

S

T

.

I

N

J

R

J

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H

AR

S

O

R

.

02/13/18

JTH

TW

GO

RIG

IN

AL ISSU

E

FO

R

03/15/18

JTH

TW

GCO

NSTRU

CTIO

N D

RAW

IN

GS

05/03/18

JTH

TW

GCO

NSTRU

CTIO

N D

RAW

IN

GS

90% SET - NOT

FOR CONSTRUCTION

SITE U

TILITY PLAN

GRAPHIC SCALE: 1" = 40'

0 20 40 80 120

PROPOSED 8"

SANITARY (TYP)

EXISTING 8"

SANITARY (TYP)

EXISTING 10"

WATERLINE (TYP)

EXISTING

MANHOLE A7

MANHOLE B1

MANHOLE B2

MANHOLE C1

MANHOLE C2

MANHOLE B3

MANHOLE B4

PROPOSED 8"

SANITARY (TYP)

EXISTING 8"

SANITARY (TYP)

(SEE BEATY BLVD

PH 2 PLANS)

PROPOSED 10"

WATERLINE (SEE

BEATY BLVD PH2

PLANS)

UNDERGROUND

ELECTRIC

FH

FH

FH

FH

FH

PROPOSED 6"

WATERLINE (TYP)

PROPOSED 6"

WATERLINE (TYP)

TIE TO EXISTING

WATERLINE STUB

FH

FH

EXISTING 10"

SANITARY (TYP)

EXISTING

UNDERGROUND

ELECTRIC

NOTE:

1. DETAILED PLANS AND SPECIFICATIONS FOR WATER AND

SANITARY SEWER INSTALLATIONS SHALL BE SUBMITTED TO

INDUSTRIAL PRE-TREATMENT DEPARTMENT FOR REVIEW AND

APPROVAL BEFORE ISSUANCE OF GRADING PERMIT.

2. PROPOSED FACILITIES SHALL COMPLY WITH APPLICABLE

CROSS-CONNECTION CONTROL REGULATIONS.

3. SEE PLUMBING PLANS FOR EXACT UTILITY CONNECTION

LOCATIONS.

WATER & SEWER

SERVICE LINES (TYP.)

WATER & SEWER

SERVICE LINES (TYP.)

SEWER SERVICE

CLEANOUT (TYP.)