B2604ADD3Attachment.pdf

PDF 8 MB Posted Jan 29, 2026

Attached to: Jackson-Lane Memorial Park Pavilion
Solicitation number: B-26-04
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Feb 23, 2026

This is an engineering drawing attachment prepared by the City of DeLand, Florida Engineering Department for the Jackson-Lane Memorial Park Pavilion construction project. The document, which constitutes Sheet 3 of 9 in the overall project drawing set, was prepared under the supervision of Raymond Bahrami, P.E., the City Engineer (Florida License No. 65552). The drawing includes pay items and specifications for the pavilion construction, which involves erecting a new wood-frame pavilion with concrete masonry unit restrooms totaling 327 gross square feet, including separate men's and women's restroom facilities and a vestibule. The project scope encompasses site preparation including removal of two existing trees, installation of water and sanitary sewer lines, a 4-inch concrete sidewalk, performance turf, and complete landscaping. Sealed bids for this project are due by 3:00 p.m. on Thursday, January 29, 2026, with a mandatory pre-bid meeting scheduled for 2:00 p.m. on Tuesday, January 13, 2026, at the Utilities Administration Building. The contract duration is 90 business days from the Notice to Proceed, with liquidated damages of $500 per day for failure to achieve substantial completion.

This federally assisted Community Development Block Grant (CDBG) project is subject to Davis-Bacon prevailing wage requirements and requires comprehensive insurance coverage including workers' compensation, commercial general liability ($5,000,000 combined single limit), pollution liability ($1,000,000), and builder's risk insurance. Bidders must provide a 5% bid bond, evidence of state contractor licensure, qualification statements demonstrating financial stability and relevant construction experience, and performance and payment bonds equal to 100% of the contract price. The project does not include specific set-aside designations for disadvantaged enterprises but is subject to Section 3 economic opportunity requirements. Contractors are responsible for quality control testing, temporary traffic control, site cleanup, maintenance of existing utilities, and one year of manual irrigation for replacement materials. The drawing set was prepared by JL2 Architecture with consultations from TLC Engineering Solutions and BBM Structural, indicating Type III B non-sprinklered construction designed to current building code specifications.

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Other files

File	Type	Posted
B2604Tabulation.pdf	PDF	Feb 13, 2026
B2604ADD3.pdf	PDF	Jan 29, 2026
B2604ADD2.pdf	PDF	Jan 23, 2026
B2604ADD1.pdf	PDF	Jan 21, 2026
B2604Plans.pdf	PDF	Dec 29, 2025
B2604Plans.pdf	PDF	Dec 29, 2025
B2604Specs.pdf	PDF	Dec 29, 2025
B2604Specs.pdf	PDF	Dec 29, 2025

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REVISIONSNO.

APPROVED BY:

ADIRLF

DATE:

SCALE:

DRAWN BY:

DATE

NDD

281 8

DOGBON

ALE

Sheet 3 of 9

FAX: 386/736-5004

DRAWING NO.

PROJECT NO.

NTS

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Amelia Avenue DeLand, Florida 32724

DRAWING

NOT VALID UNLESS

EMBOSSED WITH

ENGINEER'S SEAL AND

ORIGINAL SIGNATURE

DeLand, Florida, 32724

Raymond Bahrami, P. E., City Engineer FL. LIC. PROF. ENGINEER No. 65552 E.M.S.

PAY ITEMS

EN 25-08

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01-28-20261

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MODIFICATIONS TO ORIGINAL PLAN:

1. REVISE CLEANOUT, 1" PVC WATER PIPE, SOD

& 6" PVC SANITARY SEWER PIPE QUANTITIES.

2. REMOVE ASPHALT PAVING.

�� 1

MAX

ADIRLF

SCALE:

DRAWN BY:

NDD

281 8

DOGBONE

ALE

FAX: 386/736-5366

DRAWING NO.

PROJECT NO.

E.S.

1" = 10'

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

REVISIONSNO.

APPROVED BY:

BY DATE

DRAWING

ORIGINAL SIGNATURE

EMBOSSED WITH

ENGINEER'S SEAL AND

NOT VALID UNLESS

Raymond Bahrami, P. E., City Engineer FL. LIC. PROF. ENGINEER No. 65552

SITE, LANDSCAPE & UTILITY PLAN

Sheet 6 of 9

SITE, LANDSCAPE & UTILITY PLAN

EN 25-08DATE: 01-28-2026

0 5 1010 7.5 5 2.5

SCALE IN FEET 1"= 10

Jackson Lane Memorial Park Pavilion

NOTES:

1. EXACT LOCATION OF ALL UTILITY SERVICE CONNECTIONS

TO BE DETERMINED IN THE FIELD BY CONTRACTOR WITH

ENGINEERS APPROVAL.

2. 36" MINIMUM DEPTH OF PIPE.

3. TYP. SIDEWALK ADDED IN AREA 1 IS TO BE MIN. 5' WIDE BY

MIN. 4" THICK, 3000 PSI MIN.

4. ALL CONSTRUCTION MUST MEET OR EXCEED FDOT AND ADA

REQUIREMENTS.

5. ALL AREAS ABUTTING EXISTING CONCRETE STRUCTURES,

SIDEWALKS AND CURBS - MUST HAVE A SMOOTH

TRANSITION

6. ALL DISRUPTED AREAS MUST BE COVERED WITH SOD.

7. CONCRETE SIDEWALK TO BE CONSTRUCTED PER FDOT

STANDARD PLANS INDEX 522-001.

LANDSCAPING NOTES:

1. NO HISTORIC TREES ARE BEING REMOVED.

2. FOR THE 2 TREES BEING REMOVED, A TOTAL OF 4

- 3" CALIPER OR GREATER MUST BE PLANTED AS

REPLACEMENT. SEE SHEET 6 FOR TYPE AND

LOCATION.

3. CONTRACTOR SHALL PROVIDE MANUAL

IRRIGATION FOR REPLACEMENT TREES AND SOD

FOR A PERIOD OF 1 YEAR (365 DAYS).

TREE LEGEND:

SLP - SLASH PINE

LAO - LAUREL OAK

PM - PALM

MODIFICATIONS TO ORIGINAL PLAN:

1. 22SLP SLASH PINE HAS BEEN REMOVED. REVISED SOD LIMITS.

2. SANITARY SEWER CONNECTION HAS BEEN RELOCATED TO

SEWER STUB OUT, ELIMINATING ASPHALT REPAIR AND CORING

THE MANHOLE.

3. RELOCATED TIE IN TO EXISTING WATER SERVICE FURTHER

SOUTH TO MAINTAIN A 6' MIN. PIPE SEPARATION BETWEEN

PROPOSED WATER & SANITARY SEWER FIPES.

1 1

AutoCAD SHX Text 80.9

AutoCAD SHX Text

4WOOD/AM

AutoCAD SHX Text 83.80

AutoCAD SHX Text 83.90

AutoCAD SHX Text

AutoCAD SHX Text 83.64

AutoCAD SHX Text

AutoCAD SHX Text 83.43

AutoCAD SHX Text

SWK

AutoCAD SHX Text 83.41

AutoCAD SHX Text

SWK

AutoCAD SHX Text 81.5

AutoCAD SHX Text

AutoCAD SHX Text 82.2

AutoCAD SHX Text

AutoCAD SHX Text 82.6

AutoCAD SHX Text

AutoCAD SHX Text 82.8

AutoCAD SHX Text

AutoCAD SHX Text 83.1

AutoCAD SHX Text

AutoCAD SHX Text 83.2

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4WOOD/AM

AutoCAD SHX Text 83.66

AutoCAD SHX Text

SWK

AutoCAD SHX Text 83.64

AutoCAD SHX Text

SWK

AutoCAD SHX Text 83.69

AutoCAD SHX Text

AutoCAD SHX Text 83.94

AutoCAD SHX Text

AutoCAD SHX Text 83.77

AutoCAD SHX Text 83.69

AutoCAD SHX Text 84.18

AutoCAD SHX Text

AutoCAD SHX Text 83.87

AutoCAD SHX Text

CDR

AutoCAD SHX Text 83.93

AutoCAD SHX Text

SWK

AutoCAD SHX Text 83.8

AutoCAD SHX Text

AutoCAD SHX Text 84.22

AutoCAD SHX Text

SWK

AutoCAD SHX Text 84.28

AutoCAD SHX Text

CDR

AutoCAD SHX Text 84.15

AutoCAD SHX Text

CDR

AutoCAD SHX Text 84.3

AutoCAD SHX Text

4WOOD/AM

AutoCAD SHX Text 84.23

AutoCAD SHX Text

CDR

AutoCAD SHX Text 84.10

AutoCAD SHX Text

CDR

AutoCAD SHX Text 84.15

AutoCAD SHX Text

CDR

AutoCAD SHX Text 83.67

AutoCAD SHX Text

AutoCAD SHX Text 82.52

AutoCAD SHX Text

AutoCAD SHX Text 82.21

AutoCAD SHX Text

AutoCAD SHX Text 82.2

AutoCAD SHX Text

4WOOD/AM

AutoCAD SHX Text 82.0

AutoCAD SHX Text

SWK/AM

AutoCAD SHX Text 82.0

AutoCAD SHX Text

SWK/AM

AutoCAD SHX Text 82.02

AutoCAD SHX Text

SWK

AutoCAD SHX Text 82.04

AutoCAD SHX Text

SWK

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AutoCAD SHX Text

AutoCAD SHX Text 82.66

AutoCAD SHX Text

AutoCAD SHX Text 83.38

AutoCAD SHX Text

AutoCAD SHX Text 83.07

AutoCAD SHX Text

AutoCAD SHX Text 82.46

AutoCAD SHX Text

AutoCAD SHX Text 82.50

AutoCAD SHX Text

AutoCAD SHX Text 82.63

AutoCAD SHX Text

AutoCAD SHX Text 82.83

AutoCAD SHX Text

AutoCAD SHX Text 82.89

AutoCAD SHX Text

AutoCAD SHX Text 82.99

AutoCAD SHX Text

AutoCAD SHX Text 83.44

AutoCAD SHX Text

AutoCAD SHX Text 83.52

AutoCAD SHX Text

AutoCAD SHX Text 83.64

AutoCAD SHX Text

AutoCAD SHX Text 83.64

AutoCAD SHX Text

AutoCAD SHX Text 84.54

AutoCAD SHX Text

SWK

AutoCAD SHX Text 83.90

AutoCAD SHX Text

AutoCAD SHX Text 84.05

AutoCAD SHX Text

AutoCAD SHX Text 84.16

AutoCAD SHX Text 83.99

AutoCAD SHX Text 84.19

AutoCAD SHX Text

AutoCAD SHX Text 83.93

AutoCAD SHX Text

AutoCAD SHX Text 84.42

AutoCAD SHX Text

SWK

AutoCAD SHX Text 82.11

AutoCAD SHX Text

AutoCAD SHX Text 82.25

AutoCAD SHX Text

AutoCAD SHX Text 81.81

AutoCAD SHX Text

AutoCAD SHX Text 83.85

AutoCAD SHX Text

AutoCAD SHX Text 84.21

AutoCAD SHX Text

AutoCAD SHX Text 84.16

AutoCAD SHX Text

AutoCAD SHX Text 83.99

AutoCAD SHX Text

AutoCAD SHX Text 84.17

AutoCAD SHX Text

AutoCAD SHX Text 84.07

AutoCAD SHX Text

AutoCAD SHX Text 84.0

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AutoCAD SHX Text 83.5

AutoCAD SHX Text

AutoCAD SHX Text 83.0

AutoCAD SHX Text

AutoCAD SHX Text 82.4

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AutoCAD SHX Text 81.8

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AutoCAD SHX Text 83.16

AutoCAD SHX Text

AutoCAD SHX Text 83.05

AutoCAD SHX Text

SWK

AutoCAD SHX Text 83.09

AutoCAD SHX Text

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AutoCAD SHX Text 83.11

AutoCAD SHX Text

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AutoCAD SHX Text 83.33

AutoCAD SHX Text

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AutoCAD SHX Text 83.89

AutoCAD SHX Text

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AutoCAD SHX Text 83.90

AutoCAD SHX Text

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AutoCAD SHX Text 84.13

AutoCAD SHX Text

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AutoCAD SHX Text 84.06

AutoCAD SHX Text

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AutoCAD SHX Text 83.70

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AutoCAD SHX Text 83.82

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AutoCAD SHX Text 83.76

AutoCAD SHX Text

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AutoCAD SHX Text 83.85

AutoCAD SHX Text

SWK

AutoCAD SHX Text 84.32

AutoCAD SHX Text

AutoCAD SHX Text 82.0

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

SET 1/2" IRC LB2791

AutoCAD SHX Text

MILLED ASPHALT

AutoCAD SHX Text

TBM SET N&C LB2791 IN PAVEMENT EL. 83.21

AutoCAD SHX Text

WUP WITH LIGHT

AutoCAD SHX Text

FND 1/2" IRC 3736 0.4'E.,3.6'S.

AutoCAD SHX Text

WUP WITH LIGHT

AutoCAD SHX Text

(GUY ANCHOR)

AutoCAD SHX Text

TBM SET N&C LB2791 IN PAVEMENT EL. 83.55

AutoCAD SHX Text

4' METAL FENCE

AutoCAD SHX Text

19.01'(FM)

AutoCAD SHX Text

FND 1/2" IRC ILLEGIBLE 0.1'N.

AutoCAD SHX Text

S 88°54'06" W(CALC)

AutoCAD SHX Text

312.36'(CALC)

AutoCAD SHX Text

S 01°12'00" E(FM)

AutoCAD SHX Text

655.71'(FM)

AutoCAD SHX Text

4' WOOD FENCE

AutoCAD SHX Text

4' WOOD FENCE

AutoCAD SHX Text

CB SIGN ON CONC PAD

AutoCAD SHX Text SANITARY MH TOP OF LID=83.59 8" CLAY PIPE EAST INV=71.69 8" CLAY PIPE WEST INV=71.59

AutoCAD SHX Text

FNC CORNER 15.5'N.

AutoCAD SHX Text

FNC CORNER 21.1'N.

AutoCAD SHX Text

UNDERGROUND WATER LINE

AutoCAD SHX Text

UNDERGROUND TEL LINE

AutoCAD SHX Text

UNDERGROUND SEWER LINE

AutoCAD SHX Text

E. PENNSYLVANIA AVENUE

AutoCAD SHX Text

20'± ASPHALT PAVEMENT

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CONC WALK

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CONC WALK

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CONC WALK

AutoCAD SHX Text

CONC APRON

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KENTUCKY AVENUE(VACATED)

AutoCAD SHX Text

19'± ASPHALT PAVEMENT

AutoCAD SHX Text

20' HALF RIGHT OF WAY(PER PLAT)

AutoCAD SHX Text

CONC DRIVE

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BLOCK 72

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

WEST 1/2 OF

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15/14/13/11PM

AutoCAD SHX Text

25SLP

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26SLP

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14SLP

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18SLP

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18SLP

AutoCAD SHX Text

22SLP

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26LAO

AutoCAD SHX Text

24LAO

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1" POLY WATER LINE

AutoCAD SHX Text

1" POLY WATER LINE

AutoCAD SHX Text PROPOSED: SAN-SEWER 74FT 6in PVC 1.0% SLOPE

AutoCAD SHX Text EXISTING: SANITARY MH; TOP OF LID=83.59 8" CLAY PIPE; EAST INV=71.69 8" CLAY PIPE; WEST INV=71.59 PROPOSED 6" CORE @ 78.59' (SEE DETAIL SHEET 7-S304)

AutoCAD SHX Text

PROPERTY: SOUTH WEST CORNER

AutoCAD SHX Text 2.00

AutoCAD SHX Text 5.00

AutoCAD SHX Text

PROPOSED: 1" WATER LINE TO CONNECT TO EXISTING WATER LINE

AutoCAD SHX Text

PROPOSED: 1" WATER LINE TO CONNECT TO EXISTING WATER LINE

AutoCAD SHX Text PROPOSED: APROX. 125' - 1" PVC WATER LINE TO LOOP AROUND FINISH FLOOR AND RECONNECT THE EXISTING WATER LINE

AutoCAD SHX Text

EXISTING: 1" WATER LINE

AutoCAD SHX Text PROPOSED: SAN-SEWER 26FT 6in PVC 1.0% SLOPE.

AutoCAD SHX Text

PROPOSED: 5 FT. SIDEWALK 4 IN. THICK

AutoCAD SHX Text 46.20

AutoCAD SHX Text 32.00

AutoCAD SHX Text 46.20

AutoCAD SHX Text 11.00

AutoCAD SHX Text 4.00

AutoCAD SHX Text 5.00

AutoCAD SHX Text 2.00

AutoCAD SHX Text 27.09

AutoCAD SHX Text 22.57

AutoCAD SHX Text 44.67

AutoCAD SHX Text 5.00

AutoCAD SHX Text 13.00

AutoCAD SHX Text

PROPOSED: SOD AREA

AutoCAD SHX Text

PROPOSED: SOD AREA

AutoCAD SHX Text PROPOSED: SIDEWALK PANELS TO BE REMOVED AND REPLACED FOR SANITARY SEWER INSTALLATION..

AutoCAD SHX Text PROPOSED: ASPHALT, SAW CUT 6 FT ON EACH SIDE OF PROPOSED 6in PIPE. REMOVED AND REPLACED FOR SANITARY SEWER INSTALLATION. (SEE DETAIL SHEET 7)

AutoCAD SHX Text 12.00

AutoCAD SHX Text

TREE BARRICADE (SEE DETAIL SHEET 7-M112)

AutoCAD SHX Text

TREE BARRICADE (SEE DETAIL SHEET 7-M112)

AutoCAD SHX Text

REPLACEMENT TREE 1 3" CALIPER LIVE OAK

AutoCAD SHX Text

REPLACEMENT TREE 2 3" CALIPER LIVE OAK

AutoCAD SHX Text

REPLACEMENT TREE 3 3" CALIPER LIVE OAK

AutoCAD SHX Text

REPLACEMENT TREE 4 3" CALIPER LIVE OAK

AutoCAD SHX Text

EXISTING: 1" WATER LINE

AutoCAD SHX Text

EXISTING POWER POLE

AutoCAD SHX Text PROPOSED: 2" ELECTRICAL CONDUIT TO RUN FROM THE EXISTING POWER POLE - 90 FT. TO 5 FT FROM THE CENTER-WEST SIDE OF THE PROPOSED SLAB.

AutoCAD SHX Text

65.37 FT. FROM ROW LINE

AutoCAD SHX Text

25.67 FT. FROM PROPERTY LINE

AutoCAD SHX Text

PROPOSED: CLEAN OUT RIM: 84.00 INV: 78.86 (SEE DETAIL SHEET 7-S308)

AutoCAD SHX Text

SLOPE 8.25%

AutoCAD SHX Text 69.41

AutoCAD SHX Text 24.21

AutoCAD SHX Text

EX. SANITARY STUB OUT; TOP OF GROUND = 83.3 6" CLAY PIPE INVERT = 76.8

AutoCAD SHX Text

TREE HAS BEEN REMOVED.

AutoCAD SHX Text

CLEAN OUT RIM: FINISHED GRADE INV: 79.85

AutoCAD SHX Text 164.00

AutoCAD SHX Text 23.12

AutoCAD SHX Text

CLEAN OUT RIM: FINISHED GRADE INV: 78.85

AutoCAD SHX Text

CLEAN OUT RIM: FINISHED GRADE INV: 76.84

AutoCAD SHX Text

50 LF 6" PVC SAN. @ 2.0%

AutoCAD SHX Text

5 LF 6" PVC SAN. @ 2.0%

AutoCAD SHX Text

2 LF 6" PVC SAN. @ 2.0%

AutoCAD SHX Text

MATCH EX. SIDEWALK FOR LINE & GRADE

AutoCAD SHX Text

MATCH EX. PARKING LOT FOR LINE & GRADE

AutoCAD SHX Text

1" PVC WATER

AutoCAD SHX Text

1" PVC WATER

AutoCAD SHX Text

1" PVC WATER

AutoCAD SHX Text

6.00 MIN. CLR.

AutoCAD SHX Text

2" ELEC. COND.

AutoCAD SHX Text

2" ELEC. COND.

AutoCAD SHX Text

88 LF 6" PVC SAN. @ 2.3%

AutoCAD SHX Text

PROPOSED: SOD AREA

AutoCAD SHX Text N

ADIRLF

SCALE:

DRAWN BY:

NDD

281 8

DOGBONE

ALE

FAX: 386/736-5366

DRAWING NO.

PROJECT NO.

E.S.

1" = 10'

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

REVISIONSNO.

APPROVED BY:

BY DATE

DRAWING

ORIGINAL SIGNATURE

EMBOSSED WITH

ENGINEER'S SEAL AND

NOT VALID UNLESS

Raymond Bahrami, P. E., City Engineer FL. LIC. PROF. ENGINEER No. 65552

DETAILS

Sheet 7 of 9

DETAILS

EN 25-08DATE:

Jackson Lane Memorial Park Pavilion

SWALE DETAIL

N. T. S.

SOD

30°

SPREAD

O V

G H T

(O A

A R T

R U N K

(C T)

"-3

HOSE CHAFING GUARDS

GALVANIZED CABLE CLAMPS (2 PER CABLE)

GALVANIZED AIRCRAFT GRADE GUYING

CABLE - SIZED AS NOTED BELOW - 3

REQUIRED - SEPARATE 120°

3/8" X 3" ZINC PLATED TURNBUCKLE

1/4" PVC WIRE SHEATH

TOP OF ROOTBALL SHALL BE PLANTED 3"

ABOVE ADJACENT FINISH GRADE. REMOVE

ALL TWINE & STRAPS & CUT BURLAP FROM

TOP 1/3 OF ROOT BALL. NO SYNTHETIC

BURLAP WILL BE ACCEPTED.

3" MULCH COVER (TYP.), AVOID CONTACT

WITH TRUNK

DIAMETER OF TREE PIT TO BE TWICE THE

DIAMETER OF ROOT BALL

3" HIGH SOIL SAUCER

WELL-DRAINED NATIVE SOIL BACKFILL

EXISTING UNDISTURBED SUBGRADE

DUCKBILL ANCHOR

UP TO 6" CALIPER TREES:

MODEL #68 (W/ 1/8" CABLES & CLAMPS)

6"+ TO 10" CALIPER TREES:

MODEL #88 (W/ 3/16" CABLES & CLAMPS)LARGE TREE PLANTING DETAIL

N.T.S. P-LA-TRE1-01

DATE: 12/30/2024 WATER PIPE SEPERATION REQUIREMENTS

City of DeLand - Standard Details W420

CLEAN - OUT

City of DeLand - Standard Details S308

HAND HOLE COVER

CONCRETE PAD

1'-6"x1'-6"x4"

8" - 45° BEND

SEWER MAIN

PLUG

CLEAN - OUT DETAIL

- 1

9 - 5/8"

10 - 5/8"

9 - 7/8"

13 - 1/2"

HAND HOLE COVER

NOTE: HAND HOLE COVER TO BE U.S. FOUNDRY

7621 OR EQUAL

DATE: 12/30/2024

01-28-20261

MODIFICATIONS TO ORIGINAL PLAN:

1. REMOVE MANHOLE INSIDE DROP & ASPHALT

PAVING DETAILS..

2. ADD FDOT STANDARD PLAN INDEX 522-001.

AutoCAD SHX Text 2.00

AutoCAD SHX Text 0.50

AutoCAD SHX Text 3.00

AutoCAD SHX Text

4 TO 1 SLOPE TO MATCH EXISTING GRADE

AutoCAD SHX Text

CONCRETE SLAB

AutoCAD SHX Text

LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314

AutoCAD SHX Text Reclaimed Water (4)

AutoCAD SHX Text Sanitary Sewer Force Main, AutoCAD SHX Text Gravity Sewer

AutoCAD SHX Text Sanitary Sewer, AutoCAD SHX Text Vacuum Sanitary Sewer

AutoCAD SHX Text & Disposal System(4)

AutoCAD SHX Text On-Site Sewage Treatment

AutoCAD SHX Text Reclaimed Water (2)

AutoCAD SHX Text Storm Sewer

AutoCAD SHX Text Stormwater Force Main, AutoCAD SHX Text (Full Joint Centered)

AutoCAD SHX Text Joint Spacing @ Crossing

AutoCAD SHX Text Crossings (1)

AutoCAD SHX Text Horizontal Separation

AutoCAD SHX Text Other pipe

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text 3 ft. minimum

AutoCAD SHX Text 10 ft. preferred

AutoCAD SHX Text 3 ft. minimum

AutoCAD SHX Text 6 ft. minimum (3)

AutoCAD SHX Text 10 ft. preferred

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text 12 inches is the minimum

AutoCAD SHX Text except for storm sewer,then

AutoCAD SHX Text 12 inches is preferred

AutoCAD SHX Text 6 inches is the minimum and

AutoCAD SHX Text

(1) Water Main Should Cross Above other pipe. When Water Main Must Be Below Other Pipe,the Minimum Separation is 12" Inches.

AutoCAD SHX Text

(2) Reclaimed Water Regulated Under Part III of chapter 62-610, F.A.C.

AutoCAD SHX Text

(3) 3 ft. for Gravity Sanitary sewer where the Bottom of the Water Main is laid at least 6 inches above the top of gravity sanitary sewer.

AutoCAD SHX Text

(4) Reclaimed water not regulated under Part III of Chapter 62-160, F.A.C.

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text 10 ft minimum

AutoCAD SHX Text

AutoCAD SHX Text Alternate 3' ft. minimum

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text Alternate 3' ft. minimum

AutoCAD SHX Text 6 inches minimum

AutoCAD SHX Text 12 inches preferred

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text Alternate 6' ft. minimum

AutoCAD SHX Text 6 inches is the minimum and

AutoCAD SHX Text 12 inches is preferred

AutoCAD SHX Text except for gravity sewer,then

AutoCAD SHX Text 12 inches is the minimum

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

AutoCAD SHX Text 0.50

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.25

ADIRLF

DATE:

SCALE:

DRAWN BY:

NDD

281 8

DOGBON

ALE

FAX: 386/736-5366

DRAWING NO.

PROJECT NO.

E.S.

NTS

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

REVISIONSNO.

APPROVED BY:

BY DATE

DRAWING

ORIGINAL SIGNATURE

EMBOSSED WITH

ENGINEER'S SEAL AND

NOT VALID UNLESS

Raymond Bahrami, P. E., City Engineer FL. LIC. PROF. ENGINEER No. 65552

MOT / TTC PLAN

Sheet 9 of 9

MOT / TTC

DeLAND, FLORIDA

EN 25-08

Jackson Lane Memorial Park Pavilion

MODIFICATIONS TO ORIGINAL PLAN:

1. REMOVE FDOT STANDARD PLAN INDICES 102-602

& 102-603.

2. ADD FDOT STANDARD PLAN INDEX 102-601.

01-28-20261

EN-25-08 Jackson Lane Memorial Park Pavilion - 8-PAY ITEMS

Sheets and Views

PAY ITEMS

EN-25-08 Jackson Lane Memorial Park Pavilion - 8-SITE & UTILITY PLAN

Sheets and Views

SITE & UTILITY PLAN

EN-25-08 Jackson Lane Memorial Park Pavilion - 8-Detail A

Sheets and Views

Detail A

EN-25-08 Jackson Lane Memorial Park Pavilion - 8-MOT

Sheets and Views

MOT

Insert from: "EN-25-08 Jackson Lane Memorial Park Pavilion - 8-SITE & UTILITY PLAN.pdf"

Sheets and Views

SITE & UTILITY PLAN

Insert from: "EN-25-08 Jackson Lane Memorial Park Pavilion - 8-PAY ITEMS.pdf"

Sheets and Views

PAY ITEMS

Insert from: "EN-25-08 Jackson Lane Memorial Park Pavilion - 8-SITE & UTILITY PLAN.pdf"

Sheets and Views

SITE & UTILITY PLAN

Insert from: "EN-25-08 Jackson Lane Memorial Park Pavilion - 8-PAY ITEMS.pdf"

Sheets and Views

PAY ITEMS

File details come from the government source that posted it. Updated Feb 23, 2026.