CC-5836-24_Contract_Plans.pdf

Exit 92

LAKE

(PVT.)

Lake

Bear Lotus

Sand

L.

Sanlando Springs

City

ALTAMONTE

SPRINGS

Pop. 41,200

Sanlando

Springs

Brantley

Lake

FOREST

Forest

L. Spring

L.

AIRPORT

Exit

CONTRACT PLANS

NO.

SHEET

YEAR

FISCAL

11:50:06 AM F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\keysrd01.dgnMichael.Holt 3/26/2021

PUBLIC WORKS DIRECTOR:

ENGINEERING DIVISION

SEMINOLE COUNTY

PROJECT LOCATION

CASSELBERRY

SPRINGS

WINTER

LONGWOOD

ALTAMONTE

SPRINGS

4 92

LAKE MARY

46A

SANFORD

MONROE

LAKE

JESUP

LAKE

OVIEDO

HARNEY

LAKE

S T J

O H

N S

R I V

E R

N

DRAINAGE PLANS

HAVE CHANGED DUE TO REPRODUCTION

NOTE: THE SCALE OF THESE PLANS MAY

CONTRACT PLANS COMPONENTS

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, July 2019 Standard Specifications

GOVERNING STANDARD PLANS:

GOVERNING STANDARD SPECIFICATIONS: ENGINEER OF RECORD:

DRAINAGE PLANS

PROJECT MANAGER:

PUBLIC WORKS ENGINEERING

SEMINOLE COUNTY

BOARD OF COUNTY COMMISSIONERS

APPLICABLE IRs IR536-001-01, IR521-001-01 following website: https://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the and Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2019-20 Standard Plans for Road

DISTRICT 5 ANDRIA HERR

DISTRICT 4AMY LOCKHART

DISTRICT 3LEE CONSTANTINE

DISTRICT 2JAY ZEMBOWER

DISTRICT 1BOB DALLARI

NICOLE GUILLET COUNTY MANAGER

VENDOR NO.: F-59-1685550

FAX. (407) 644-2376

TEL. (407) 644-1898

LAKE MARY, FLORIDA 32746

525 TECHNOLOGY PARK, SUITE 153

METRIC ENGINEERING, INC.

MICHAEL A. HOLT, P.E. 76111

TUAN HUYNH, P.E

TO ORLANDO

T-21-S

T-20-S

LONGWOODTO

CASSELBERRY

TO

APOPKA

TO

BEGIN PROJECT

END PROJECT

STA. 130+09.95

STA. 167+38.19

SHEET DESCRIPTIONSHEET NO.

INDEX OF DRAINAGE PLANS

SEMINOLE COUNTY CIP No. 02007124

DRAINAGE IMPROVEMENTS

NORTH OF LAKE HARRIET

WILLOW AVE - ALHAMBRA AVE

CTL 1 - CTL 5*

SQ-1 TO SQ-4

26 TO 27A

23 TO 25

20 TO 22

15 TO 19

11 TO 14

5 TO 7

PROJECT SURVEY

SUMMARY OF QUANTITIES

UTIITY DETAILS

STRUCTURES DETAILS

CROSS SECTIONS - VIRGINIA AVENUE

ROADWAY SOIL SURVEY

DRAINAGE STRUCTURES

DRAINAGE PLANS

ROADWAY PLAN

PROJECT LAYOUT

SUMMARY OF DRAINAGE STRUCTURES

TYPICAL SECTION

GENERAL / TEMP TRAFFIC CONTROL NOTES

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

SHEETS ARE CONTAINED IN A SEPARATE SIGNED AND SEALED DOCUMENT.

ONLY TO SHOW THEY ARE A PART OF THE ROADWAY PLANS. THESE

* THESE SHEETS ARE INCLUDED IN THE INDEX OF ROADWAY PLANS

JEAN JREIJ, P.E.

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3/26/2021Michael.Holt F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\SIGNRD01.dgn8:09:31 AM

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DATE DESCRIPTION

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SHEET

SEMINOLE COUNTY ENGINEERING DIVISION

PROJECT NAME PROJECT ID

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ALHAMBRA AVENUE

WILLOW AVENUE-

CIP 02007124

SHEET DESCRIPTIONSHEET NO.

ROADWAY PLANS

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

DOCUMENTS.

VERIFIED ON THE ELECTRONIC

SEALED. THE SIGNATURE MUST BE

ARE NOT CONSIDERED SIGNED AND

PRINTED COPIES OF THIS DOCUMENT

CERTIFICATE OF AUTHORIZATION 2294

FAX. (407) 644-2376

TEL. (407) 644-1898

LAKE MARY, FLORIDA 32746

SUITE 153

525 TECHNOLOGY PARK

METRIC ENGINEERING, INC.

SIGNATURE SHEET

SHEET DESCRIPTIONSHEET NO.

ROADWAY PLANS

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

DOCUMENTS.

VERIFIED ON THE ELECTRONIC

SEALED. THE SIGNATURE MUST BE

ARE NOT CONSIDERED SIGNED AND

PRINTED COPIES OF THIS DOCUMENT

CERTIFICATE OF AUTHORIZATION 2294

FAX. (407) 644-2376

TEL. (407) 644-1898

LAKE MARY, FLORIDA 32746

SUITE 153

525 TECHNOLOGY PARK

METRIC ENGINEERING, INC.

SHEET DESCRIPTIONSHEET NO.

ROADWAY PLANS

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

DOCUMENTS.

VERIFIED ON THE ELECTRONIC

SEALED. THE SIGNATURE MUST BE

ARE NOT CONSIDERED SIGNED AND

PRINTED COPIES OF THIS DOCUMENT

CERTIFICATE OF AUTHORIZATION 2294

FAX. (407) 644-2376

TEL. (407) 644-1898

LAKE MARY, FLORIDA 32746

SUITE 153

525 TECHNOLOGY PARK

METRIC ENGINEERING, INC.

STRUCTURAL DETAILS

SIGNATURE SHEET

26-27A

STATE OF

No 76111

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NE LANOI

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ESNECI

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DIROL

F

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OH .A LEAHCI

M

STATE OF

No 42654

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DIROL

F

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SHEET DESCRIPTIONSHEET NO.

ROADWAY PLANS

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

DOCUMENTS.

VERIFIED ON THE ELECTRONIC

SEALED. THE SIGNATURE MUST BE

ARE NOT CONSIDERED SIGNED AND

PRINTED COPIES OF THIS DOCUMENT

SOIL BORING RESULTS

SIGNATURE SHEET

20-22

SUMMARY OF QUANTITIES

CROSS SECTIONS

ROADWAY PLAN

TYPICAL SECTION

GENERAL/ TRAFFIC CONTROL NOTES

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

SQ1-SQ?

23-25

5-7

STATE OF

No 42763

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CERTIFICATE OF AUTHORIZATION 5882

FAX. (407) 898-1837

TEL. (407) 898-1818

ORLANDO, FLORIDA 32814

919 LAKE BALDWIN LANE

GEOTHECHNICAL AND ENVIRONMENTAL CONSULTANTS INC.

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

METRIC ENGINEERING, INC.

STATE OF

No 49524

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UTILITY DETAILS

DRAINAGE STRUCTURES

DRAINAGE PLANS

SUMMARY OF DRAINAGE

PROJECT LAYOUT

SIGNATURE SHEET

15-19

11-14

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3/26/2021Michael.Holt F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\CESSRD01.dgn2:58:43 PM

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ALHAMBRA AVENUE

WILLOW AVENUE-

CIP 02007124

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

C. BRIAN FULLER, P.E.

P.E. LICENSE NUMBER 49524

SUMMARY OF PAY ITEMS

PAY ITEM NOTES

INCLUDES TEMPORARY PAINT PAVEMENT MARKINGS INSTALLATION DURING ASPHALT CURE PERIOD.

THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO RESIDENCES, BUSINESSES AND SCHOOLS AT ALL TIMES.

MAINTENANCE OF TRAFFIC PLAN, SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.

STANDARD PLANS 102 SERIES & MUTCD LATEST PUBLISHED EDITION. ALSO INCLUDES THE COST OF THE PAVEMENT AND TEMPORARY PAVEMENT MARKINGS, ETC. IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS, POLICE OFFICER AS NEEDED, ALL NECESSARY DETOUR FACILITIES, FURNISH AND INSTALL ALL TEMPORARY ARE INCIDENTAL TO THE COST OF THIS PAY ITEM, I.E. SIGNS, BARRICADES, FLAGMAN, OFF-DUTY ALL ITEMS NECESSARY FOR TRAFFIC CONTROL NOT SPECIFICALLY INCLUDED IN THE SUMMARY OF PAY ITEMS102-1

PAY ITEM NOTES

TO BE REMOVED WITHOUT APPROVAL FROM THE COUNTY.

OWNER AND THE COUNTY. MAILBOX RELOCATION IS ALSO INCIDENTAL TO THE COST OF THIS PAY ITEM. NO TREES ARE TO THE COST OF THIS PAY ITEM. CONTRACTOR TO COORDINATE LOCATION OF IRRIGATION SYSTEM WITH THE PROPERTY EXISTING IRRIGATION HEADS AND LINES THAT IN CONFLICT WITH THE CONSTRUCTION ARE ALSO INCIDENTAL VALVE BOXES AND SEWER TOPS NOT SPECIFICALLY INCLUDED IN THE SUMMARY OF PAY ITEMS, RELOCATION OF THE THE PROJECT ARE INCIDENTAL TO THE COST OF THIS PAY ITEM. THE ADJUSTMENT OF THE EXISTING TRIMING OF TREES AND SHRUBS AS NECESSARY AND ALL OTHER ITEMS IN ORDER TO CONSTRUCT THE REMOVAL AND DISPOSAL OF ALL OBSTRUCTIONS, VEGETATION, DEBRIS, FENCES, ASPHALT, TREE RELOCATION,110-1-1

WITH FEDERAL, STATE, AND LOCAL CODE REQUIREMENTS AND PERMITS.

AND WATER POLLUTION. ALL WORK SHALL BE INCIDENTAL TO THE ITEM. ALL WORK TO BE IN ACCORDANCE AND ANY OTHER ITEMS REQUIRED FOR THE PREVENTATION, CONTROL, AND ABATEMENT OF EROSION

INCLUDES THE COST OF ARTIFICAL COVERINGS, SANDBAGGING, TURBIDITY BARRIERS, SILT FENCE104-14

SUMMARY OF ROADWAY

ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY TOTAL

101 1 MOBILIZATION LS 1.0

102 1 MAINTENANCE OF TRAFFIC LS 1.0

104 14 EROSION CONTROL LS 1.0

110 1 1 CLEARING AND GRUBBING LS 1.0

120 1 REGULAR EXCAVATION CY 376.0

120 6 EMBANKMENT CY 16.0

160 4 TYPE B STABILIZATION SY 1,735.0

173 77 1 SUBSURFACE PRESSURE GROUTING CY 107.0

285 709 OPTIONAL BASE GROUP 9 SY 1,444.0

334 1 12 TYPE SP STRUCTURAL COURSE, (TRAFFIC B) TN 177.6

337 7 80 FRICTION COURSE, FC - 9.5 (TRAFFIC C) (PG 76-22) (1") TN 16.2

400 0 11 CONCRETE CLASS NS, GRAVITY WALL CY 11.2

400 3 1 CONCRETE CLASS III, CULVERTS CY 945.8

415 1 6 REINFORCING STEEL LB 189,160.0

425 1 341 INLETS, CURB, TYPE P-4, <10' EA 2.0

425 1 345 INLETS, CURB, TYPE P-4, PARTIAL EA 4.0

425 1 541 INLETS, DT BOT, TYPE D, <10' EA 1.0

425 1 910 INLETS, CLOSED FLUME EA 1.0

425 2 63 MANHOLES, P-8, PARTIAL EA 4.0

430 174 115 PIPE CULVERT, OPT. MATERIAL, ROUND, 15" STORM LF 11.0

430 174 118 PIPE CULVERT, OPT. MATERIAL, ROUND, 18" STORM LF 77.0

515 1 2 PIPE HANDRAIL - GUIDERAIL, ALUMINUM LF 166.0

520 1 10 CONCRETE CURB AND GUTTER, TYPE F LF 368.0

522 1 SIDEWALK CONCRETE, 4" THICK SY 211.0

522 2 SIDEWALK CONCRETE, 6" THICK SY 409.0

524 1 22 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 1,367.5

550 1 22 FENCING, TYPE B LF 105.0

570 1 2 PERFORMANCE TURF, SOD SY 857.0

1050-16-002 UTILITY PIPE,REMOVE & DISPOSE, 2-4.9" LF 105.0

1050-16-003 UTILITY PIPE, REMOVE & DISPOSE, 5.0 - 7.9" LF 35.0

1050-11-422 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 2 - 4.9" LF 105.0

1050-11-423 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 5 - 7.9" LF 35.0

1080-27-110 UTILITY FIXTURE, F&I, LINE STOP ASSEMBLY, 8" EA 1.0

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3/26/2021Michael.Holt F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\GNNTRD01.dgn8:09:34 AM

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ALHAMBRA AVENUE

WILLOW AVENUE-

CIP 02007124

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

C. BRIAN FULLER, P.E.

P.E. LICENSE NUMBER 49524

GENERAL NOTES:

TEMPORARY TRAFFIC CONTROL NOTES

GENERAL / TEMP TRAFFIC

SPECIAL DETOUR NOTES

TO THE COUNTY FOR APPROVAL BEFORE IMPLEMENTATION.

AS REQUIRED FOR CONSTRUCTION ACTIVITIES AND IS REQUIRED TO SUBMIT A DETOUR PLAN

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPOSED DETOUR ROUTES 1.

CONTROL NOTES

UTILITY NOTES:

CONTRACTOR SHOULD NOTIFY THE SEMINOLE COUNTY SURVEYOR IMMEDIATELY BY TELEPHONE.

IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE

3. ANY PUBLIC LAND CORNER OR COUNTY MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED.

OTHERWISE NOTED.

2. EXISTING DRAINAGE STRUCTURES AND PIPE WITHIN CONSTRUCTION LIMITS SHALL BE REMOVED UNLESS

DURING THE CONSTRUCTION.

1. EXISTING DRAINAGE STRUCTURES AND FACILITIES SHALL BE MAINTAINED AND FULLY FUNCTIONAL

BRANTLEY DRIVE.

12. CONSTRUCTION PHASING SHALL BE ESTABLISHED TO MAINTAIN ONE LANE OPEN AT ALL TIMES ON WEST LAKE

CONSTRUCTION REPRESENTATIVE FOR APPROVAL. LANES SHALL ONLY BE CLOSED DURING ACTIVE WORK PERIODS.

ALL ACTlVITIES REQUIRING LANE CLOSURES SHALL BE BROUGHT TO THE ATTENTION OF THE COUNTY 11.

DEMONSTRATE THAT THE PROJECT IS CONSTRUCTIBLE AS DESIGNED.

COUNTY PRIOR TO BEGINNING THE PROJECT. THIS TRAFFIC CONTROL DATA SHEET IS INTENDED TO

SIGNED AND SEALED BY A PROFESSlONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, TO THE

CONSTRUCTION ON THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO SUBMIT A TRAFFIC CONTROL PLAN, IT IS THE COUNTY'S POLICY TO PLACE THE RESPONSIBILITY FOR MAINTENANCE OF TRAFFIC DURING10.

AT 35 MPH, WILLOW AVENUE, ALHAMBRA AVENUE, ALDER AVENUE AND VIRGINIA DRIVE AT 25MPH.

THE EXISTING POSTED SPEED WlLL BE MAINTAINED DURING CONSTRUCTION. W LAKE BRANTLEY RD IS POSTED9.

TO THE ATTENTION OF THE COUNTY ENGINEERING INSPECTOR.

TRAFFIC CONDITIONS, ACCIDENTS, AND OTHER UNFORESEEN EMERGENCY CONDITIONS SHALL BE BROUGHT8.

A MINIMUM OF 1' SHY DISTANCE SHALL BE MAINTAINED BETWEEN THE TRAVEL LANES AND BARRICADES.7.

MINIMUM LANE WIDTHS WILL BE TEN (10) FEET.6.

VEHICULAR ACCESS TO RESIDENCES WILL BE MAINTAINED AT ALL TIMES.5.

SHALL ADHERE TO THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

DETERMINE THE APPROPRIATE PLACEMENT AND ELEVATION OF CONSTRUCTION SIGNS. REFLECTIVITY

POSTS AS SHOWN IN FIGURE 6F-1 OF THE MUTCD. THE CONTRACTOR SHALL USE THE MUTCD TO

ALL SIGNS 48'' X 48'' OR LARGER SHALL BE MAINTAINED ON TWO (2) BREAKAWAY SUPPORTS OR YIELDING4.

TEMPORARILY RELOCATED AS NECESSARY.

ALL EXISTING SIGNS WHICH CONFLICT WITH THE TRAFFIC CONTROL PLAN SHALL BE REMOVED OR3.

MENTIONED.

TRAFFIC SHALL BE USED IN CONJUNCTION WITH ALL OTHER STANDARD PLAN INDICES SPECIFICALLY

STANDARD PLANS FOR ROAD CONSTRUCTION GENERAL CONSTRUCTION OPERATIONS - MAINTENANCE OF

OPERATIONS - MAINTENANCE OF TRAFFIC, IF TRAFFIC CONTROL CASE IS NOT COVERED IN MUTCD). FDOT

WITH THE MUTCD (DEFER TO FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, GENERAL CONSTRUCTION

INSPECTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION AND WILL BE MAINTAINED IN ACCORDANCE

REQUIRED DURING A CONSTRUCTION PHASE SHALL BE APPROVED BY THE COUNTY ENGINEERING

ALL TRAFFIC CONTROL DEVICES (TEMPORARY SIGNS, PAVEMENT MARKINGS, BARRIER WALL, ETC.)2.

DESIGN MANUAL (LATEST PUBLISHED EDITIONS) AT ALL TIMES.

TRAFFIC CONTROL DEVICES (MUTCD), FDOT STANDARD PLANS FOR ROAD CONSTRUCTION AND FLORIDA

THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM1.

AVOIDANCE/MINIMIZATION OF EXPOSURE AND/OR CONTAMINATION DURING REMOVAL OPERATIONS.

MAINS. CARE SHALL BE TAKEN TO FOLLOW ALL APPLICABLE ENVIRONMENTAL STANDARDS FOR

9. EXISTING WATER MAINS WITHIN THE WORK AREA ARE EXPECTED TO INCLUDE ASBESTOS CONCRETE WATER

CONTRACTOR SHALL COORDINATE WITH SCESD TO ISSUE A "BOIL WATER NOTICE" TO AFFECTED RESIDENTS.

LINESTOP. LINE PRESSURE SHALL BE MONITORED, AND IF PRESSURE FALLS BELOW 20 PSI AT ANY TIME, SHALL BE MAINTAINED AT ALL TIMES DURING THE INSTALLATION/ACTIVATION OF THE PROPOSED

8. THE 6" WATER MAIN ALONG ALHAMBRA AVENUE IS VITAL FOR FIRE SERVICE IN THE AREA. SERVICE

POTENTIALLY AFFECTING WATER MAINS AND/OR FIRE SERVICE IN THE PROJECT AREA.

7. THE FIRE DEPARTMENT MUST BE NOTIFIED 48 HOURS IN ADVANCE OF ANY WORK AFFECTING OR

DAVID MACBROOM (407-416-1575) FOR COORDINATION OF ONSITE MONITORING PERSONNEL.

HOURS IN ADVANCE OF WORK ADJACENT TO COUNTY FACILITIES. CONTACT CONSTRUCTION MANAGER

6. THE SEMINOLE COUNTY ENVIRONMENTAL SERVICES DEPARTMENT (SCESD) SHALL BE NOTIFIED 72

STAKING FOR THE PROJECT.

THE ITEMS REQUESTED. THIS STAKING SHALL BE SEPARATE AND IN ADDITION TO THE NORMAL

THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH THE IMPACTED UTILITIES AND STAKE

UTILITY FACILITIES, AS INDICATED ON THE UTILITY WORK SCHEDULE, SHALL BE PERFORMED BY

5. ALL STAKING OF PROPOSED CONSTRUCTION TO ALLOW FOR PROPER INSTALLATION/RELOCATION OF

4. UTILITIES SHALL REMAIN UNLESS OTHERWISE NOTED.

BY THE CONTRACTOR.

3. UNLESS SPECIFIED IN THESE PLANS, UTILITIES ARE TO BE ADJUSTED BY OTHERS AND COORDINATED

SEMINOLE COUNTY WATER DAVID MCBROOM 407-416-1575

407-497-3179PAUL ZIMMERMANSEMINOLE COUNTY UTILITIES

407-420-6663SHAWN WINSORTECO PEOPLES GAS ORLANDO

407-506-8635TIM COLE VERIZON BUSINESS/MCI

407-571-8342 FRANKLIN CABRERACITY OF ALTAMONTE SPRINGS

407-467-6187

407-215-5716; LAZLO WAGNER CHARTER/SPECTRUM

352-459-4671ROBB BROWNDUKE ENERGY DISTRIBUTION

407-830-3359MARLON BROWNCENTURY LINK FKA SPRINT FLORIDA

913-458-2516 JOHN WALKERBLACK & VEATCH ORLANDO

TELEPHONE NUMBERSCONTACTCOMPANY2. UTILITY/AGENCY OWNERS:

POINTS HAVE NOT BEEN VERIFIED.

VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE

ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE

1. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh.)

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ALHAMBRA AVENUE

WILLOW AVENUE-

CIP 02007124

MILLING

RESURFACING

MILLING

RESURFACING

MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)

TYPICAL SECTION

R/W VARIES (25' TO 33')R/W VARIES (25' TO 33')

(TO REMAIN)

EXISTING SIDEWALK

NATURAL GROUNDNATURAL GROUND

(TO REMAIN)

EXISTING SIDEWALK

EXISTING

MATCH

EXISTING

MATCH

10' LANE4'

(8' TO 15.3')

VARIES

2' 10' LANE 2'

(8' TO 16.5')

VARIES

4'

1' TO 11.5'

VARIES FROM

MILLING AND RESURFACING

(TO REMAIN)

EXISTING SIDEWALK

NATURAL GROUND

NATURAL GROUND

(TO REMAIN)

EXISTING SIDEWALK

EXISTING

MATCH

EXISTING

MATCH

12' LANE 12' LANE 2'

MILLING AND RESURFACING

(TO REMAIN)

CURB & GUTTER

EXISTING

(6' TO 8')

VARIES

SIDEWALK

R/W VARIES (30' TO 37.5')R/W VARIES (23.35' TO 37.5')

2'-3'5'

SIDEWALK

VARIES

VARIES

DESIGN SPEED = 25 MPH

WILLOW AVE. , ALHAMBRA AVE. , OLIVER AVE.

DESIGN SPEED = 35 MPH

W LAKE BRANTLEY RD

£ SURVEY AND ¡ CONST.

£ SURVEY AND ¡ CONST.

STA. 51+21.37 TO STA. 51+59.62

STA. 50+59.62 TO STA. 50+97.87

ALDER AVE.

STA. 41+22.11 TO STA. 41+41.11

STA. 40+41.11 TO STA. 40+61.11

ALHAMBRA AVE.

STA. 31+17.18 TO STA. 31+37.38

STA. 30+37.38 TO STA. 30+57.58

WILLOW AVE.

TYPICAL SECTION

STA. 12+86.03 TO STA. 13+12.23

STA. 12+12.23 TO STA. 12+38.43

WEST LAKE BRANTLEY RD

TYPICAL SECTION

R/W LINE

R/W LINE

R/W LINE

R/W LINE

(TO REMAIN)

DROP CURB

EXISTING

(TO REMAIN)

DROP CURB

EXISTING

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1")

FRICTION COURSE FC-9.5 (TRAFFIC B) (1") (PG 76-22)

MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

C. BRIAN FULLER, P.E.

P.E. LICENSE NUMBER 49524

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ALHAMBRA AVENUE

WILLOW AVENUE-

CIP 02007124

TYPICAL SECTION

R/W VARIES (25' TO 33')

10' LANE4'

(8' TO 15.3')

VARIES

2' 10' LANE 2'

(8' TO 16.5')

VARIES

4'

1' TO 11.5'

VARIES FROM

12' LANE 12' LANE 2' (6' TO 8')

VARIES

SIDEWALK

R/W VARIES (30' TO 37.5')

5'

SIDEWALK

VARIES

VARIES

PROPOSED SIDEWALK PROPOSED SIDEWALK

(MAX)

0.02

(MAX)

0.02

PROPOSED SOD PROPOSED SOD

RECONSTRUCTION

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (2")

OPTIONAL BASE GROUP 9 WITH

TYPE B STABILIZATION (12") LBR 40

RECONSTRUCTION

PROPOSED SOD

2'-3'

SOD

PROPOSED SIDEWALK

PROPOSED SOD

PROPOSED SIDEWALK

R/W VARIES (25' TO 33') R/W VARIES (23.46' TO 37.5')

STA. 50+85.37 TO STA. 51+33.87

ALDER AVE.

STA. 40+61.11 TO STA. 41+22.11

ALHAMBRA AVE.

STA. 30+57.58 TO STA. 31+17.18

WILLOW AVE.

TYPICAL SECTION

STA. 130+17.67 TO STA. 130+65.27

WEST LAKE BRANTLEY RD

TYPICAL SECTION

DESIGN SPEED = 25 MPH

WILLOW AVE. , ALHAMBRA AVE., ALDER AVE,

DESIGN SPEED = 35 MPH

W LAKE BRANTLEY RD

AND GRUBBING

STANDARD CLEARING

AND GRUBBING

STANDARD CLEARING

AND GRUBBING

STANDARD CLEARING

AND GRUBBING

STANDARD CLEARING

R/W LINE

R/W LINE

R/W LINE

R/W LINE

TYPE F

CURB & GUTTER

PROPOSED

LBR 40 (12")

TYPE B STABILIZATION

LBR 40 (12")

TYPE B STABILIZATION

DROP CURB

PROPOSED

DROP CURB

PROPOSED

(MAX)

0.02

(MAX)

0.02

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH EXISTING

MATCH

¡ CONST.¡ CONST.

12"12"

FRICTION COURSE FC-9.5 (TRAFFIC B) (1") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (2")

OPTIONAL BASE GROUP 9 WITH

TYPE B STABILIZATION (12") LBR 40

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ALHAMBRA AVENUE

WILLOW AVENUE-

CIP 02007124

TYPICAL SECTION

EXISTING R/W LINE EXISTING R/W LINE

NATURAL GROUND

10' LANE 10' LANE

£ SURVEY AND ¡ CONST.

R/W (30 FT.) R/W (30 FT.)

D R

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BOX CULVERT

PROPOSED 4'X7'

DESIGN SPEED = 25 MPH

VIRGINIA AVE.

15 FT.

PGL

LBR 40 (12")

TYPE B STABILIZATION

EXISTING

MATCH

EXISTING

MATCH

RECONSTRUCTION

STA. 22+30.00 TO STA. 26+40.00

VIRGINA AVE.

TYPICAL SECTION

SOD SOD

STANDARD CLEARING AND GRUBBING

2' 2'

1:

4 1:4

0.06 0.06

12"

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (2")

OPTIONAL BASE GROUP 9 WITH

TYPE B STABILIZATION (12") LBR 40

525 TECHNOLOGY PARK, SUITE 153

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SUMMARY OF DRAINAGE

PROJECT NAME

ALHAMBRA AVENUE

WILLOW AVENUE -

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525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

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STR. NO. STATION SIDE DESCRIPTION

B A

R R

E L S

MATERIAL

STORM DRAIN OPTIONAL

CURB INLETS

INLETS

BOTTOM

DITCH

MANHOLES

FLUME

CLOSED

ENDWALL

CONCRETE

PAVT.

4" NR DT. STRUCTURES

REMARKS

ROUND P-4 P-4 D P-8

TYPE 1

CONC. REINF. STEEL

15" 18" PARTIAL <10' <10' PARTIAL (CY) (SY) (CY) (LBS)

P S-1 12+51.20 LT ENDWALL, BOX 112.6 22,520

F CL W LAKE BRANTLEY RD.

P S-1A 12+18.00 RT INLET 1 8.0 D = 8.4'

F CL W LAKE BRANTLEY RD.

P S-1B 12+18.00 RT INLET, PIPE 48 1

F CL W LAKE BRANTLEY RD.

P S-2 12+74.44 RT ENDWALL

F CL W LAKE BRANTLEY RD.

P S-3 22+79.69 RT ENDWALL, BOX 413.8 233.6 46,720

F CL VIRGINIA AVE.

P S-4 23+10.30 RT MH TOP 1 ALT B RISER

F CL VIRGINIA AVE.

P S-5 24+95.79 RT ENDWALL 360.4

F CL VIRGINIA AVE.

P S-6 30+98.29 LT ENDWALL, BOX 599.6 119,920

F CL WILLOW AVE.

P S-7 30+94.88 LT CURB INLET TOP 1 ALT B RISER

F CL WILLOW AVE.

P S-8 30+79.85 RT CURB INLET TOP 1 ALT B RISER - GROUT AND ABANDON

F CL WILLOW AVE. 230 LF OF EXISTING 48" PIPE (107 CY)

P S-9 162+52.43 LT MH TOP 1 ALT B RISER

F CL BOX CULVERT

P S-10 40+91.55 LT CURB INLET TOP 1 ALT B RISER

F CL ALHAMBRA AVE.

P S-11 40+91.67 RT CURB INLET TOP 1 ALT B RISER

F CL ALHAMBRA AVE.

P S-12 165+45.07 LT MH TOP 1 ALT B RISER

F CL BOX CULVERT

P S-13 165+47.78 LT ENDWALL, PIPE 1 11 0.59 15" U-TYPE WING ENDWALL

F CL BOX CULVERT

P S-14 50+94.15 LT MH TOP 1 ALT B RISER

F CL ALDER AVE.

P S-15 50+88.78 LT CURB INLET, PIPE 1 4 1

F CL ALDER AVE.

P S-16 50+88.78 RT CURB INLET, PIPE 1 25 1

F CL ALDER AVE.

P S-17 51+26.38 RT ENDWALL 585.3

F CL ALDER AVE.

Total: 11 77 4 2 1 4 1 0.59 1367.5 945.8 189,160

ALHAMBRA AVENUE

WILLOW AVENUE -

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

PROJECT LAYOUT

PROJECT IDPROJECT NAME

END PROJECT

VIRGINIA DR

HOMEWARD LN

SR-436

DOGWOOD ST

DAHLIA DR

BIRCH ST

SAGE

ST

WILLOW CT

WILLOW AVE

W I L L

W

V

E

S R -4

ALDER ST

ALHAMBRA AVE

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\PLAYRD01.dgnMichael.Holt 3/26/2021 8:10:02 AM Default

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BEGIN PROJECT

W LAKE BRANTLEY RD

MAGNOLIA DR

Feet

0 100

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

CIP 02007124

STA. 130+09.95

STA. 167+38.19

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PROJECT NAME

ALHAMBRA AVENUE

WILLOW AVENUE -

PROJECT ID

CIP 02007124

� VIRGINIA DRIVE

S-3

S-4

S-5

SEE STRUCTURAL DETAILS

CONST. 221 LF OF 4'x7' CBC

EASEMENT

PERMANENT DRAINAGE

EASEMENT

PERMANENT DRAINAGE

1:1.5

1:1.5

1:

1:2

.0

.0

EXISTING R/W

R/W LINE

R/W LINE

R/W LINE

R/W LINE

B-3

B-4

CONST. 44 LF OF FENCE

CONST. 62 LF OF FENCE

R/W LINE

PI

STA.

+0

0.

P

A

.6

A

.1

P C

S

T A

.7

PT STA. 26+57.83

T

C

T

T

WATER

WATER

" ABS

" ABS

36" ABS36" ABS

36" ABS

36" ABS

INVERT=47.40

INVERT=51.32

INVERT=47.39

INVERT=47.42

SITE BENCHMARK

SET 5/8"

IRON ROD

"SSMC TRAV. PT."

ELEVATION=51.48

O

T

CA

SITE BENCHMARK

SET 5/8"

IRON ROD

"SSMC TRAV. PT."

ELEVATION=50.45

CA

O

CA

CA

CA

O

O

HEADWALL

TOP=51.26

M

HEADWALL

TOP=51.35

S

M

CA

CA

CA

CA

CA

S

CA

CA

CA

PI

CA

CA

O

CA

O

CA

PI

CA

O

T

CA

O

O

O

O

CA

O

CA

CA

O

CA

CA

S-3

EASEMENT

PERMANENT DRAINAGE

1:

1:2

28.83' LT

+21.46 28.54' LT

+37.72

10.00' LT

+12.21 R

TYP

10.00' LT

+49.25

11.32' RT

+48.07

22.39' RT

+58.00

22.39' RT

+72.88

11.58' RT

+83.36

28.80' LT

+45.00

10.00' LT

+35.95

28.96' LT

+56.93

10.00' LT

+74.12

10.00' RT

+94.86

10.03' RT

+22.80

44.25' RT

+18.28

52.31' RT

+12.49

10'10'

STA. 22+30.00

VIRGINIA DR

BEGIN CONSTRUCTION

STA. 26+45.00

VIRGINIA DR.

END CONSTRUCTION

18.55' RT

+93.92

46.76' RT

+09.20

.2

.4

.2

.4

.2

.4

31.28' LT

+84.40

31.06' LT

+96.50

55.52' RT

+04.20

53.47' RT

+22.18

P I

.0

E L

.5

(-) 0.829% (+) 0.000%

.9

P I

.0

E L

.5

(+) 0.000% (+) 0.863

.9

VERT 1"=4'

HORIZ 1"=40'

SCALE:

22+00

10 40

Feet

N

EXIST. GROUND PROFILE (¡ VIRGINIA DR.)

PROP. GROUND PROFILE (¡ VIRGINIA DR.)

ROADWAY PLAN

23+00 24+00 25+00

PROPOSED 4'x7' CBC

REMOVE EXIST. DOUBLE BARREL 36" ABS

44.40' 44.38' 44.30'

S-5 S-3 S-4

26+00

STA. 26+45.00

END CONSTRUCTION

STA. 22+30.00

BEGIN CONSTRUCTION

RECONSTRUCTION

DENOTES LIMITS OF

6" CONC. DRWY.

DENOTES LIMITS OF

4" DT. PAVT.

SOIL BORING

525 TECHNOLOGY PARK, SUITE 153

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C. BRIAN FULLER, P.E.

DATE DESCRIPTION

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PROJECT NAME

ALHAMBRA AVENUE

WILLOW AVENUE -

PROJECT ID

CIP 02007124

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

L A

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R

D

STA. 130+77.11

END CONSTRUCTION

STA. 130+09.95

BEGIN CONSTRUCTION

BEGIN PROJECT

S-1

S-2

1:

EXIST. PIPE TO REMAIN

EASEMENT

PERMANENT DRAINAGE

.0

EXIST. PROPERTY LINE

R/W LINE

CONSTRUCTION

PROTECTED DURING

RETAINING WALL TO BE

R/W LINE

R/W LINE

R/W LINE

PC-2

AB-2

B-1

B-2

AB-1 PC-1

SEE STRUCTURAL DETAILS

CONST. 64 LF OF 4'x7' CBC

S-1A S-1B

1:2

X

X

54.1'

54.54' (MATCH EXIST.)

CONST. 48LF 18" PIPE

GRADE TO DRAIN TO INLET

REMOVE EXIST. CONC. FLUME &

SEE UTILITY DETAIL SHEET

REPLACE 4" PVC WM

SEE UTILITY DETAIL SHEET

REPLACE 4" PVC WM

PI STA. 13+18.97

C

54.19

BCP

WATER

54.49

GUY

SITE BENCHMARK

SET NAIL & DISK

"SSMC TRAV. PT."

ELEVATION=55.06

P

INVERT=51.16

INVERT=51.69

INVERT=54.64

INVERT=49.86

HEADWALL

TOP=53.22

HEADWALL

TOP=53.90

HEADWALL

TOP=54.16

C

INVERT=50.56

TOP 53.54

HEADWALL

RCP

O

MA

CA

O

CA

CA

CA

LIG

CA

O

O

O

M

CA

O

O

O

O

CA

CA

CA

O

O

O

CA

O

O

O

M

CA

CA

O

L A

K E

B

R A

N T L E

Y

R

D

S-1

S-2

1:

13' 12'

16' 12'

22.71' LT

+38.43

21.12' LT

+86.03

19.99' RT

+86.02

STA. 12+12.23

W LAKE BRANTLEY RD

BEGIN CONSTRUCTION

STA. 13+12.73

W LAKE BRANTLEY RD

END CONSTRUCTION

STA. 12+38.43

END MILL. & RESURF.

BEGIN RECONST.

STA. 12+86.03

END RECONST.

BEGIN MILL. & RESURF.

STA. 130+41.47

STA 12+62.23=

¡ W LAKE BRANTLEY RD

+92.96 (32.73' RT)

END PED. HANDRAIL

+68.65 (32.76' RT)

BEG. PED. HANDRAIL

+33.01 (29.11' LT)

BEG. PED. HANDRAIL

+70.01 (28.69' LT)

END PED. HANDRAIL

CENTURY LINK

200pr BT (TO BE ADJUSTED)

+38.42

19.81' RT

BFOC

BFOC

BFOC

BFOC

WM

200pr BT

(To be Adjusted)

200pr BT

DRAINAGE PLANS (1)

10 40

Feet

130+00 131+00

VERT 1"=4'

HORIZ 1"=40'

SCALE:

48.9049.00

STA. 130+77.11

END CONSTRUCTION

STA. 130+09.95

BEGIN CONSTRUCTION

BEGIN PROJECT

S-2S-1

MILLING & RESURFACING

DENOTES LIMITS OF

RECONSTRUCTION

DENOTES LIMITS OF

SOIL BORING

REMOVE EXIST. 42" RCP PROPOSED 4'x7' CBC

EXIST. GROUND PROFILE (� BOX CULVERT)

DATE DESCRIPTION

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\PLPRRD03.dgnMichael.Holt 3/26/2021 8:14:50 AM Default

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PROJECT NAME

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WILLOW AVENUE -

PROJECT ID

CIP 02007124

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

STA. 151+64.10

BEGIN CONSTRUCTION

STA. 153+86.71

END CONSTRUCTION

� VIRGINIA DRIVE

S-3

S-4

S-5

SEE STRUCTURAL DETAILS

CONST. 221 LF OF 4'x7' CBC

EASEMENT

PERMANENT DRAINAGE

1:1.5

1:1.5

1:

1:2

.0

.0

EXISTING R/W

R/W LINE

R/W LINE

R/W LINE

B-3

B-4

CONST. 44 LF OF FENCE

CONST. 62 LF OF FENCE

R/W LINE

PI

STA.

+0

0.

A

.2

A

.6

A

.1

P C

S

T A

.7

PT STA. 26+57.83

T

C

T

T

WATER

WATER

" ABS

" ABS

36" ABS36" ABS

36" ABS

36" ABS

INVERT=47.40

INVERT=51.32

INVERT=47.39

INVERT=47.42

SITE BENCHMARK

SET 5/8"

IRON ROD

"SSMC TRAV. PT."

ELEVATION=51.48

O

T

CA

CA

SITE BENCHMARK

SET 5/8"

IRON ROD

"SSMC TRAV. PT."

ELEVATION=50.45

CA

O

CA

CA

CA

O

O

O

HEADWALL

TOP=51.26

M

HEADWALL

TOP=51.35

S

M

CA

CA

CA

CA

CA

S

CA

CA

CA

PI

CA

CA

O

CA

O

CA

PI

CA

T

CA

O

O

O

O

CA

CA

O

CA

CA

O

CA

CA

CA

S-3

EASEMENT

PERMANENT DRAINAGE

1:

1:2

28.83' LT

+21.46 28.54' LT

+37.72

10.00' LT

+12.21 R

TYP

10.00' LT

+49.25

11.32' RT

+48.07

22.39' RT

+58.00

22.39' RT

+72.88

11.58' RT

+83.36

28.80' LT

+45.00

10.00' LT

+35.95

28.96' LT

+56.93

10.00' LT

+74.12

10.00' RT

+94.86

10.03' RT

+22.80

44.25' RT

+18.28

52.31' RT

+12.49

10'10'

STA. 22+30.00

VIRGINIA DR

BEGIN CONSTRUCTION

STA. 26+45.00

VIRGINIA DR.

END CONSTRUCTION

18.55' RT

+93.92

46.76' RT

+09.20

.2

.4

.2

.4

.2

.4

31.28' LT

+84.40

31.06' LT

+96.50

55.52' RT

+04.20

53.47' RT

+22.18

DRAINAGE PLANS (2)

VERT 1"=4'

HORIZ 1"=40'

SCALE:

44.40' 44.30'

151+00 152+00 153+00 154+00

10 40

Feet

N

M A

T C

H L I

A I N

A G

E

P

L A

N S

(3

STA. 151+64.10

BEGIN CONSTRUCTION

STA. 153+86.71

END CONSTRUCTION

S-5 S-3

S-4

44.38'

RECONSTRUCTION

DENOTES LIMITS OF

6" CONC. DRWY.

DENOTES LIMITS OF

4" DT. PAVT.

REMOVE EXIST. DBL. 36" ABS

PROPOSED 4'x7' CBC

EXIST. GRD. PROFILE (¡ BOX CULVERT)

DURING CONSTRUCTION

POLE TO BE SUPPORTED

RESET/RELOCATED.

AFFECTED METERS SHALL BE

PROTECTED DURING CONST.

SERVICE DROP TO BE

EXISTING WATER METER/

DATE DESCRIPTION

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\PLPRRD04.dgnMichael.Holt 3/26/2021 8:15:07 AM Default

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PROJECT NAME

ALHAMBRA AVENUE

WILLOW AVENUE -

PROJECT ID

CIP 02007124

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

BT (To be Removed)

1.25" GM

WM

1.25" GM

STA. 160+50.19

BEGIN CONSTRUCTION

IL

L O

W

A

V E

S-6

S-7

S-8

S-9

SEE STRUCTURAL DETAILS

CONST. 685 LF OF 4'x7' CBC

1:

1:3 TO BE GROUNTED/ABANDONED.

TO BE REMOVED. REMAINDER

WITH PROPOSED IMPROVEMENTS

EXIST 48" CMP IN CONFLICT

EASEMENT

PERMANENT DRAINAGE

EASEMENT

PERMANENT DRAINAGE

EASEMENT

PERMANENT DRAINAGE

EASEMENT

PERMANENT DRAINAGE

EASEMENT

DRAINAGE

PERMANENT

.0

14.00

.0

'1 .0

.0

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

PC-4 AB-4

AB-3

PC-3

B-6

B-7

B-5

3" WATER MAIN

CUT AND CAP

SEE UTILITY DETAIL SHEET

REPLACE 3" WM

PI STA. 161+02.52

PI STA. 162+52.43

W

GAS

WATER

WATER

HEADWALL

HEADWALL

TOP=50.9

INVERT=47.5

36"X48" CMPE

O

48" CMP

48" CMP

E

DRAINAGE MANHOLE

TOP=51.8

E IN

V=

46.6

W IN

V=

46.8

WATER LI

NE=

48.7

D

O

O

W

O

O

G

GAS L

INE=

48.1

AC

S-7

1:3

10.03' R T

+22.80

44.25' R T

+18.28

52.31' R T

+12.49

STA. 30+37.28

WILLOW AVE

BEGIN CONSTRUCTION

STA. 30+57.58

END MILL. & RESURF.

BEGIN RECONST

STA. 31+37.38

WILLOW AVE

END CONSTRUCTION

23.98' LT

+57.57

25.24' RT

+17.20

24.44' RT

+57.60

10' 10'

10' 10'

STA. 31+17.18

END RECONST.

BEGIN MILL. & RESURF.

+29.18 (23.75' LT)

END PED. HANDRAIL

STA. 160+77.06

STA. 30+87.38=

¡ WILLOW AVE

+67.40 (23.52' LT)

BEG. PED. HANDRAIL

CENTURY LINK

50pr BT (TO BE RELOCATED)

TECO GAS

2" STEEL GM/ PROPOSED

N 10 40

Feet

DRAINAGE PLANS (3)

44.00'

43.90'

VERT 1"=4'

HORIZ 1"=40'

SCALE:

M A

T C

H L I N

E

D

R A I N

A G

E

P

L A

N S

(4

160+00 161+00 162+00 163+00

M A

T C

H L I

A I N

A G

E

P

L A

N S

(2

STA. 160+50.19

BEGIN CONSTRUCTION

S-6

S-7 S-8

43.98'

MILLING & RESURFACING

DENOTES LIMITS OF

RECONSTRUCTION

DENOTES LIMITS OF

S-9

REMOVE EXIST. 36"X48" CMPE

EXIST. GROUND PROFILE (¡ BOX CULVERT)

REMOVE EXIST. 48" CMP

PROPOSED 4'x7' CBC

50pr BT (Proposed 12' Depth)

DURING CONSTRUCTION

POLE TO BE SUPPORTED

RESET/RELOCATED.

AFFECTED METERS SHALL BE

PROTECTED DURING CONST.

DATE DESCRIPTION

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\PLPRRD05.dgnMichael.Holt 3/26/2021 8:15:37 AM Default

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SEMINOLE COUNTY ENGINEERING DIVISION

PROJECT NAME

ALHAMBRA AVENUE

WILLOW AVENUE -

PROJECT ID

CIP 02007124

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

A L

H A

M B

R A

A

V E

STA. 167+38.19

END CONSTRUCTION

END PROJECT

A L

D E

R

A

V E

S-10 S-11

S-13

S-14

S-17

S-12

S-15 S-16

SEE STRUCTURAL DETAILS

CONST. 4'x7' CBC

TO BE GROUNTED/ABANDONED.

TO BE REMOVED. REMAINDER

WITH PROPOSED IMPROVEMENTS

EXIST 48" CMP IN CONFLICT

EASEMENT

PERMANENT DRAINAGE

EASEMENT

PERMANENT DRAINAGE

EASEMENT

PERMANENT DRAINAGE

CONST. 11 L.F. of 15" PIPE

CONST. 4 L.F. 18" PIPE

CONST. 25 L.F. 18" PIPE

1:

.0

.0

.0

.0

14.00'

SAGE STREET

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

AB-6

PC-6B-8

B-9

AB-5

PC-5

B-10

AB-7

PC-7 B-12

B-11

PC-8 AB-8

EASEMENT

DRAINAGE

PERMANENT

SEE UTILITY DETAIL SHEET

ON 6" WATER MAIN

INSTALL LINESTOP

DETAIL SHEET

SEE UTILITY

REPLACE WM

PI STA. 40+45.93

PC STA. 40+

55.06

PT STA. 41+87.67

P R

C

S

T A

.3

PCC STA. 50+99.2

PCC STA. 51+47.89

PT STA. 51+97.25

A

.2

164P

A

.2

A

.8

A

.8

PI STA. 167+36.61

C2766 50.32

BCP

C2728 49.73

BCP

GAS

GAS

WATER

WATER

WATER

GAS GAS

INVERT=46.80

4" ABS

INVERT=47.77

HEADWALL

36"X58" CMPE

SITE BENCHMARK

SET NAIL & DISK

"SSMC TRAV. PT."

ELEVATION=50.37

INVERT=43.97

"X

CMPE

P

HEADWALLTOP=50.10

T

DRAINAGE MANHOLETOP=50.22E INV= 44.92W INV= 44.72

D

DEAD

48" C

MP

G

DRAINAGE MANHOLE

TOP=50.70E INV= 45.22S INV= 46.27W INV= 45.28

D

CA

CA

STUMP

HIGH

48" CMPDRAINAGE MANHOLETOP=51.09E INV= 46.29W INV= 45.84

D

E

13 O

DRAINAGE MANHOLE

TOP=51.45E INV= 45.80W INV= 45.87WATER LINE= 49.75

GAS LINE= 49.40

D

O

A

CO

G

O

O

CA

W

W

1:

STA. 40+41.11

ALHAMBRA AVE

BEGIN CONSTRUCTION

STA. 40+61.11

END MILL. & RESURF.

BEGIN RECONST.

29.74' LT

+61.09

21.80' LT

+22.11

STA. 41+22.11

END RECONST.

BEGIN MILL. & RESURF.

STA. 41+41.11

ALHAMBRA AVE

END CONSTRUCTION

33.03' RT

+22.11

32.65' RT

+61.11

10'

10'

8'

10'

STA. 50+59.62

ALDER AVE

BEGIN CONSTRUCTION

STA. 50+85.37

END MILL. & RESURF.

BEGIN RECONST.

STA. 51+33.87

END RECONST.

BEGIN MILL. & RESURF.

STA. 51+59.62

ALDER AVE

END CONSTRUCTION

10' 10'

10' 9'

24.91' LT

+85.37

24.49' RT

+85.37

24.15' LT

+21.61

+48.99 (23.43' RT)

END PED. HANDRAIL

+04.53 (23.86' RT)

BEG. PED. HANDRAIL

STA. 167+08.38

STA. 51+33.87=

¡ ALDER AVE

STA. 163+85.50

STA 40+91.61=

¡ ALHAM,BRA AVE

CENTURY LINK

100pr BT (TO BE RELOCATED)

50pr BT (OUT OF SERVICE)

TECO GAS

(TO BE ABANDON)

0.25" STEEL GM

TECO GAS

(PROPOSED)

2" STEEL GM

1.25" GM

BT (To be Removed)

BT (Out of Service)

WM

WM

N 10 40

Feet

VERT 1"=4'

HORIZ 1"=40'

SCALE:

M A

T C

H L I N

E

D

R A I N

A G

E

P

L A

N S

(3

43.70' 43.60'

43.40'

45.50'

43.20' 43.30'

DRAINAGE PLANS (4)

164+00 165+00 166+00 167+00

MILLING & RESURFACING

DENOTES LIMITS OF

168+00

STA. 167+38.19

END PROJECT

44.00'

S-14

S-17

S-12

S-11

S-10

RECONSTRUCTION

DENOTES LIMITS OF

4" DT. PAVT.

PROPOSED 4'x7' CBC

REMOVE EXIST. 48" CMP

REMOVE EXIST. 35"X60" CMPE

EXIST. GROUND PROFILE (� BOX CULVERT)

PROPOSED 15" PIPE PROPOSED 18" PIPE

PROPOSED 4'x7' CBC

REMOVE EXIST. 48" CMP

44.00'

PROPOSED 18" PIPE

REMOVE EXIST. 35"X60" CMPE

REMOVE EXIST. 48" CMP

50pr BT (10' Depth)

100pr BT (Proposed 11' Depth)

DURING CONSTRUCTION

POLE TO BE SUPPORTED

RESET/RELOCATED.

AFFECTED METERS SHALL BE

PROTECTED DURING CONST.

S-1

4'x7' CBC

:2

1:4 .4

S-2

TO

FL 49.00

INDEX NO. 400-289, 400-291, 400-292

SEE STRUCTURAL DRAWINGS FOR DETAILS

CONST. 4X7 CONC. ENDWALL

STA. 12+51.50 (27.82' LT)

R

W

L I N

E

R

W

L I N

E

BT 200pr

BFOC

BFOC

BFOC

S-2

:2

4'x7' CBC

1:7.3 1:

3.

S-1

FROM

FL 48.90

INDEX 400-289, 400-291, 400-292

SEE STRUCTURAL DRAWINGS FOR DETAILS

CONST. 4X7 CONC. ENDWALL

STA. 12+74.44 (31.67' RT)

R

W

L I N

E

R

W

L I N

E

BFOC WM

S1-B 18" PIPE

FL 50.2 (BK)

12+68.10 (25' RT)

FROM

S-1B

18" PIPE

TO

CULVERT

BOX

S-1A

1:

EXIST. R/W

INLET EL. 54.9

D = 8.4'

INDEX NO. 425-061

CONST. CLOSED FLUME INLET TYPE I

STA. 12+18.00 (11.7' RT)

FL 50.60 AH

ELEV. 54.10 (GRATE)

INDEX NO. 425-010 AND 425-052

CONST. DBI TYPE D

STA. 12+18.00 (26.35' RT)

HANDRAIL

REMOVE EXIST.

4" DT. PAVT.

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\drainage\DRXSRD01.dgnMichael.Holt 3/26/2021 8:16:15 AM Rdxsrd_shg

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

WEST LAKE BRANTLEY RD.

DRAINAGE STRUCTURES

S-1

120 100 80 60 40 20 0 20 40 60 80 100 120 140

12+51.50

12+74.44

S-2

ALHAMBRA AVENUE

WILLOW AVENUE -

PROJECT ID

¡ WEST LAKE BRANTLEY RD.

CIP 02007124

1" = 10' Vertical

1" = 20' Horizontal

IN STABILZATION OPERATIONS AT THESE LOCATIONS.

ROADBED AND EXTREME CAUTION WILL BE NECESSARY

EXTEND INTO THE STABILIZED PORTION OF THE

THAT PORTIONS OF SOME DRAINAGE STRUCTURES

SPECIAL ATTENTION IS DIRECTED TO THE FACT

NOTE:

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

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S-1A S-1B

12+18.00

S-3

:2

1:4

4'x7' CBC

S-4

TO

FL 44.40

INDEX NO. 400-289, 400-291, 400-292

SEE STRUCTURAL DRWINGS FOR DETAILS

CONST. 4X7 CONC. ENDWALL

STA. 22+79.69 (47.23' RT)

D R

A I N

A G

E

E

A S

E M

E N

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R

W

L I N

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1:

4 1:4

R

W

L I N

E

4" DT. PAVT.

BFOC

WM

S-4

4'x7' CBC

S-3

S-5

TO

FROMFL 44.38 EAST

FL 44.38 WEST

ELEV. 51.28 (TOP)

INDEX NO. 425-001, 400-291

ON TOP OF 4X7 CBC

CONST. MANHOLE TOP TYPE 8

STA. 23+10.30 (30.22' RT)

¡ BOX CULVERT

D R

A I N

A G

E

E

A S

E M

E N

T

R

W

L I N

E

1:41:

R

W

L I N

E

BFOC WM

S-5

S-4

FROM

FL 44.30

INDEX NO. 400-289, 400-291, 400-292

SEE STRUCTURAL DRAWINGS FOR DETAILS

CONST. 4X7 CONC. ENDWALL

STA. 24+95.79 (32.76' RT)

¡ BOX CULVERT

:1 .5

D R

A I N

A G

E

E

A S

E M

E N

T

:1 .5

R

W

L I N

E

1:41:

R

W

L I N

E

4" DT. PAVT.

4" DT. PAVT.

BFOC

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\drainage\DRXSRD02.dgnMichael.Holt 3/26/2021 8:16:19 AM Rdxsrd_shg

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

VIRGINIA DR.

S-3

22+79.69

23+10.30

S-4

24+95.79

S-5

¡ VIRGINIA DR.

ALHAMBRA AVENUE

WILLOW AVENUE -

PROJECT ID

CIP 02007124

1" = 10' Vertical

1" = 20' Horizontal

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

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S-8

S-7

FROM

S-9

TO

FL 43.92 EAST

FL 43.92 WEST

ELEV. 51.28 (EOP)

INDEX NO. 425-020, 400-291

ON TOP OF 4X7 CBC

CONST. TYPE 4 CURB INLET TOP

STA. 30+79.85 (15.63' RT)

R

W

L I N

E

R

W

L I N

E

(To be Removed)

BT 50pr

BT 50pr (Proposed)

S-7

4'x7' CBC

S-6 S-8

TOFROM

FL 43.98 EAST

FL 43.98 WEST

ELEV. 51.45 (EOP)

INDEX NO. 425-020, 400-291

ON TOP OF 4X7 CBC

CONST. TYPE 4 CURB INLET TOP

STA. 30+94.88 (15.54' LT)

R

W

L I N

E

R

W

L I N

E

WM

1.25" GM

S-61 :2

4'x7' CBC

S-7

TO

FL 44.00

INDEX NO. 400-289, 400-291, 400-292

SEE STRUCTURAL DRAWINGS FOR DETAILS

CONST. 4X7 CONC. ENDWALL

STA. 30+98.29 (22.62' LT)

R

W

L I N

E

R

W

L I N

E

1.25" GM

WM

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\drainage\DRXSRD03.dgnMichael.Holt 3/26/2021 8:16:21 AM Rdxsrd_shg

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

WILLOW AVE.

S-8

30+79.85

30+94.88

S-7

30+98.29

S-6

¡ WILLOW AVE.

ALHAMBRA AVENUE

WILLOW AVENUE -

PROJECT ID

CIP 02007124

1" = 10' Vertical

1" = 20' Horizontal

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

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S-10 S-11

S-9

FROM

S-12

TO

FL 43.70 EAST

FL 43.70 WEST

ELEV. 50.34 (TOP)

INDEX NO. 425-020, 400-291

ON TOP OF 4X7 CBC

CONST. TYPE 4 CURB INLET TOP

STA. 40+91.55 (15.27' LT)

FL 43.60 EAST

FL 43.60 WEST

ELEV. 50.35 (TOP)

INDEX NO. 425-020, 400-291

ON TOP OF 4X7 CBC

CONST. TYPE 4 CURB INLET TOP

STA. 40+91.67 (15.64' RT)

R

W

L I N

E

R

W

L I N

E

1:61:6

BT 100pr (Proposed)

BT 100pr (To be Removed)

WM

4'x7' CBC

S-9

S-8

FROM

S-10

TO

FL 43.79 EAST

FL 43.79 WEST

ELEV. 51.20 (TOP)

INDEX NO. 425-001, 400-291

ON TOP OF 4X7 CBC

CONST. MANHOLE TOP TYPE 8

STA. 162+52.43 (0' LT/RT)

D R

A I N

A G

E

E

A S

E M

E N

T

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\drainage\DRXSRD04.dgnMichael.Holt 3/26/2021 8:16:22 AM Rdxsrd_shg

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

ALHAMBRA AVE.

S-11

120 100 80 60 40 20 0 20 40 60 80 100 120

40+91.67

S-9

ALHAMBRA AVENUE

WILLOW AVENUE -

PROJECT ID

S-10

40+91.55

CIP 02007124

162+52.43

¡ ALHAMBRA AVE.

¡ BOX CULVERT (BETWEEN WILLOW AVE. AND ALHAMBRA AVE.)

1" = 10' Vertical

1" = 20' Horizontal

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

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INDEX 425-010 AND 425-020

STA. 50+88.78 (15.55' RT)

18" PIPE

TO

S-16

S-17

FL 44.10 NORTH

ELEV. 49.44 (EOP)

18" PIPE

TO S-14

INDEX 425-010 AND 425-020

STA. 50+88.78 (15.55' RT)

S-15

FL 44.10 NORTH

ELEV. 49.44 (EOP)

:2

CONST. TYPE 4 CURB INLET

CONST. TYPE 4 CURB INLET

R

W

L I N

E

R

W

L I N

E

WM

(Out of Service)

BT 50pr

BT 50pr

1.25" GM

S-14

STA. 50+94.15 (23.60' LT)

INDEX 425-001

S-15FROM

18" PIPE

INDEX 400-291

PROP. BOX CULVERT

CONST. 18" PIPE TO

CONST. MANHOLE TOP TYPE 8

FL 44.00 SOUTH (STA. 50+93.08, 18.87' LT)

FL 43.30 WEST

FL 43.30 EAST

ELEV. 50.45 (TOP)

R

W

L I N

E

R

W

L I N

E

1.25" GM

(Out of Service)

BT 50pr

BT 50pr

:2

S-17

18" PIPE

S-16FROM

INDEX 400-291

PROP. BOX CULVERT

CONST. 18" PIPE TO

FL 44.00 SOUTH (STA. 51+16.26, 15.28' RT)

FL 43.20 WEST

INDEX NO. 400-289, 400-291, 400-292

SEE STRUCTURAL DRAWINGS FOR DETAILS

CONST. 4'X7' CONC. ENDWALL

STA. 51+26.38 (22.90' RT)

R

W

L I N

E

R

W

L I N

E

WM

S-12

4'x7' CBC

S-13

:2

1:4

15" PIPE

FL 43.40 WEST

FL 43.40 EAST

FL 45.50 SOUTH (STA, 165+47.35)

ELEV. 50.70 (TOP)

INDEX NO. 425-001

CONST. MANHOLE TOP TYPE 8

STA. 165+45.07 (0.38' RIGHT)

FL 46.00

INDEX NO. 430-040, 400-291

CONNECT 15" PIPE TO PROP. BOX CULVERT

CONST. 15" U-TYPE WING ENDWALL

STA. 165+47.78 (13.86' RT)

40 20 0 20 40

S-16

S-15

S-14S-13

S-12

FROM S-14

4'X7' CBC

4'X7' CBC

S-17

4'X7' CBC

S-12FROM

TO

S-17

1" = 10' Vertical

1" = 20' Horizontal

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\drainage\DRXSRD05.dgnMichael.Holt 3/26/2021 8:16:29 AM Rdxsrd_shg

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

ALHAMBRA AVENUE

WILLOW AVENUE -

PROJECT ID

19 CIP 02007124

ALDER AVENUE

DRAINAGE STRUCTURES

0 20 402040

¡ BOX CULVERT (BETWEEN ALHAMBRA AVE. AND ALDER AVE.)

¡ ALDER AVE.

¡ ALDER AVE.

¡ ALDER AVE.

165+47.78

165+45.07

50+94.15

51+26.38

50+88.78

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

MICHAEL A. HOLT, P.E.

P.E. LICENSE NUMBER 76111

METRIC ENGINEERING, INC.

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Kaitlin.Startzel Text Box

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51.96

.9

1:

4 1:4

51.34

.8

R

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1:

4 1:4

51.00

.5

0 2020 4040 6060 8080 100100120

22+30.00

22+50.00

23+00.00

1" = 10' Vertical

1" = 20' Horizontal

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\RDXSRD01.dgnMichael.Holt 3/26/2021 8:16:38 AM Rdxsrd_shg

A

Regular Exc. Embankment

AV V

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

VIRGINIA AVENUE

CROSS SECTIONS

¡ CONST. VIRGINIA AVE.

Michael.Holt

SEMINOLE COUNTY ENGINEERING DIVISION

PROJECT NAME PROJECT ID

ALHAMBRA AVENUE

WILLOW AVENUE-

CIP 02007124

EARTHWORK

BEGIN PROPOSED

CONSTRUCTION

BEGIN PROPOSED

20.9 0.1

13.0 0.9

12.1 1.4

13 0

23 2

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C. BRIAN FULLER, P.E.

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51.00

.5

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51.00

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0 2020 4040 6060 8080 100100120

23+50.00

24+00.00

24+50.00

1" = 10' Vertical

1" = 20' Horizontal

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\RDXSRD01.dgnMichael.Holt 3/26/2021 8:16:38 AM Rdxsrd_shg

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AV V

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

CULVERT

4'X7' BOX

¡ CONST. VIRGINIA AVE.

¡ CONST. VIRGINIA AVE. ¡ CONST. BOX CULVERT

¡ CONST. BOX CULVERT

Michael.Holt

SEMINOLE COUNTY ENGINEERING DIVISION

PROJECT NAME PROJECT ID

ALHAMBRA AVENUE

WILLOW AVENUE-

CULVERT

4'X7' BOX

CIP 02007124

1.4

1.4

22 3

21 3

11.3

11.3

1.4

21 3

11.3

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525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

C. BRIAN FULLER, P.E.

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4 1:6

:1 .5

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.3

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0 2020 4040 6060 8080 100100120

25+00.00

25+50.00

26+00.00

1" = 10' Vertical

1" = 20' Horizontal

F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\roadway\RDXSRD01.dgnMichael.Holt 3/26/2021 8:16:38 AM Rdxsrd_shg

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

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¡ CONST. VIRGINIA AVE. ¡ CONST. BOX CULVERT

¡ CONST. BOX CULVERT

SEMINOLE COUNTY ENGINEERING DIVISION

PROJECT NAME PROJECT ID

ALHAMBRA AVENUE

WILLOW AVENUE-

CIP 02007124

1.6

0.3

13.7

0.7

27 1

15.0

115.8

0.0

13 1

0.0

EMBANKMENT= 16 CY

EXCAVATION = 376 CY

SUMMARY OF EARTHWORK

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525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

C. BRIAN FULLER, P.E.

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3/26/2021Michael.Holt F:\PROJECT\SEMINOLE COUNTY\Willow Ave\PS-0009-15 (Seminole County MA No.)\struct\MiscStrDataTable01.dgn2:24:18 PM

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ALHAMBRA AVENUE

WILLOW AVENUE-

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

PETER J. MEDICO, P.E.

P.E. LICENSE NUMBER 42654

METRIC ENGINEERING, INC.

CIP 02007124

CONCRETE BOX CULVERT

DATA TABLE

Wc(ft) Hc(ft) Tt Tw Tb Ti #cells Lc(ft) Cover Blhw Hlhw Brhw Hrhw Blcw Hlcw Brcw Hrcw SL(deg)SR(deg)

Lw(ft)Hs(ft)He(ft)SW(deg)β (deg)RdRhRwRtLw(ft)Hs(ft)He(ft)β (deg)SW(deg)RdRhRwRt

Rt Rw Rh Rd SW(deg) He(ft) Hs(ft) Lw(ft) Rt Rw Rh Rd SW(deg) He(ft) Hs(ft) Lw(ft)β (deg)β (deg)

BOX CULVERT DATA TABLES

BOX, HEADWALL AND CUTOFF WALL DATA TABLE (inches unless shown otherwise)

BOX HEADWALL AND CUTOFF WALL

NUMBER

/BRIDGE

STRUCTURE

NUMBER

/BRIDGE

STRUCTURE LEFT END WINGWALL

LEFT SIDE WINGWALLS DATA TABLE (inches unless shown otherwise)

RIGHT SIDE WINGWALLS DATA TABLE (inches unless shown otherwise)

RIGHT END WINGWALL RIGHT BEGIN WINGWALL

NUMBER

/BRIDGE

STRUCTURE

ESTIMATED CONCRETE QUANTITIES (CY)

NUMBER

/BRIDGE

STRUCTURE

Wall

Cutoff

Left

Wall

Cutoff

Right

Slab

Bottom Walls

BOX

Slab

Top

Wall

Head

Left

Wall

Head

Right

Total

Sub

Footing

WINGWALL

LEFT END

Wall Total

Sub Footing Wall

WINGWALL

LEFT BEGIN

Total

Sub

WINGWALL

RIGHT END

Footing Wall Total

Sub Footing

WINGWALL

RIGHT BEGIN

Wall Total

Sub

CUTOFF WALLSHEADWALLS

812809806803 116...

115, 114113112111110109

MAIN STEEL REINFORCEMENT SPACING (inches)

108107106105

BOX

104103102101NUMBER

/BRIDGE

STRUCTURE

NUMBER

/BRIDGE

STRUCTURE

407(8)

(403)

(405)

LEFT END WINGWALL

409 410 411 507(8)

(503)

(505)

LEFT BEGIN WINGWALL

WINGWALL STEEL REINFORCEMENT SPACING (inches)

509 510 511 607(8)

(603)

(605)

RIGHT END WINGWALL

606 609 610 611 707(8)

(703)

(705)

RIGHT BEGIN WINGWALL

706 709 710 711

LEFT BEGIN WINGWALL

1. Environmental Class 2

3. Concrete Class III f'c = 5 ksi

2. Reinforcing Steel, Grade 60

BOX CULVERT 1 BOX CULVERT 2 BOX CULVERT 3

NOTES:

Settlement criteria for Precast Box Culvert:

Soil Properties:

Nominal Bearing Resistance

Modulus of Subgrade Reaction

Friction Angle

1.0 1.0 1.0

69122167

Long Term Differential Settlement (�Y)

Effective Length for Settlement (L) in ft

100 100 100 pci degrees psf

30 30 28

3000 3000 2000

WINGWALL NOTE: Bar designations in "( )" are only required for variable height wingwalls.

STA 160+50.19 TO 167+38.19

LOCATION

CBC-1

0.400 0.400 0.400 0.400

STA 151+64.10 TO 153+86.31

STA 130+09.95 TO 130+77.11

CBC-2

CBC-3

7 10104 10 10 1

7 4 10 10 10 10 1

7 4 10 10 10 10 1

67.2 2 12 24 12 24 12 24 12 24

2 12 24 12 24 12 24 12 24

2 12 24 12 24 12 24 12 24

CBC-2

CBC-1

CBC-3

CBC-2

CBC-1

CBC-3

CBC-2

CBC-1

CBC-3

CBC-2

CBC-1

CBC-3

CBC-2

CBC-1

CBC-3

34 10 60 11 90 8 8 17 34 10 60 11 90 8 8 17

34 10 60 11 90 8 8 17 34 10 60 11 90 8 8 17

34 10 60 11 90 8 8 17 34 10 60 11 90 8 8 17

34 10 60 11 90 8 8 17 34 10 60 11 90 8 8 17

34 10 60 11 90 8 8 17 34 10 60 11 90 8 8 17

34 10 60 11 90 8 8 17 34 10 60 11 90 8 8 17

5.00 4.20 9.88 5.00 4.20 9.88 5.00 4.20 9.88 5.00 4.20 9.88

5.00 4.20 9.88 5.00 4.20 9.88 5.00 4.20 9.88 5.00 4.20 9.88

5.00 4.20 9.88 5.00 4.20 9.88 5.00 4.20 9.88 4.69 4.20 9.57

0.374 0.374 0.374 0.374

0.420 0.460

60.2 54.9

185 170

59.4

8 8 8 8 8 8 12 12 12 12 12 12 12 12 12 12 12 12 12

8 8 8 8 8 8 12 12 12 12 12 12 12 12 12 12 12 15 15

8 8 8 8 8 8 12 12 12 12 12 12 12 12 12 12 12 12 12

8 12 12 12 8 8 12 8 12 12 12 8 8 12 8 12 12 12 8 8 12 8 12 12 12 8 8 12

8 12 12 12 8 8 12 8 12 12 12 8 8 12 8 12 12 12 8 8 12 8 12 12 12 8 8 12

8 12 12 12 8 8 12 8 12 12 12 8 8 12 8 12 12 12 8 8 12 8 12 12 12 8 8 12

Florida, to the engineer of record of approval.

calculations, signed by a professional engineer registered in

Cast-In-Place Box Culverts. Submit shop drawings and

Concrete Box Culverts may be substituted for Index 400-289

5. At the contractors' option, Index 400-292 Standard Precast

-22.03 -21.31

-2.59 -0.083

27.17 -35.94

17.88

26.57

26.60

19.61

-0.40

18.83

24.20

25.31

26.60

26.60

18.75

26.57

Table Date 10-27-20

Table Date 10-27-20

Table Date 10-27-20

Table Date 10-27-20

Table Date 10-27-20

18.77 16.58 17.96

184 0.42 0.46

55.06

542.00

176.00

110 110 100 pcfSoil Density install well-point or other dewatering systems as necessary.

adequate dewatering, but the contractor must be prepared to ditches and sumps may be sufficient in some instances to achieve surfaces, including the bottom of all excavations. A system of maintains groundwater levels at least 2 feet below compaction

6. The contractor is required to provide a dewatering system which to accumulate on compacted surfaces.

preperation and fill placement. Surface water shall not be allowed

8. The contractor must provide positive drainage during site

Table Date 10-27-20 achieve required compaction is not allowed.

7. Use of gravel in excavation bottom when soils are too wet to

4. Work this Drawing with Standard Plans Index 400-289 & 425-010.

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ALHAMBRA AVENUE

WILLOW AVENUE-

525 TECHNOLOGY PARK, SUITE 153

LAKE MARY, FLORIDA 32746

PETER J. MEDICO, P.E.

P.E. LICENSE NUMBER 42654

METRIC ENGINEERING, INC.

CIP 02007124

CONCRETE BOX CULVERT

STANDARD DETAILS (1 OF 2)

Bars 411 each face

@ equal spacing

Bars 407 or Bars 408 Bars 410

1'-0"

R d

Bars 409

RhRt

B a r s

(4 a r ie s

Bars 406 Bars 401

Dowel Bars 412

@ 8" spacing shown as ( )

(Typ.)

B a r s

(4 r ie s

V a r ie s

(3

M in

Rw

V a r ie s

(3

M in

2"x2"

Chamfer

(Typ.)

ß (Typ.)

2"31

2"

WINGWALL NOTES:

1. Align construction joint perpendicular to wingwall.

2. In the vicinity of the construction joint, field bend reinforcement as necessary to maintain minimum reinforcement cover.

3. For constant height wingwalls, variable length Bars

403, 405 & 408 are not required, and as such the limits of Bars 401 & 407 extend the full length of the wingwall, and the limits of Bars 402 & 404 extend to the full height of the wingwall.

Bars 109 top mat

Bars 112 bottom mat (see Note 1)

Bars 104

T b

Construction

Joint (Typ.)

Half Bar

Space ±

(Typ.)

(T y p

Bars 103

Bars 106

B a r s e a c h m t

(s e o t e

Bars 108

H c

Wc

C o v e r

(T y p

Tw

Bars 105

Bars 108

2" x 2"

Chamfer (Typ.)

Bars 102

Cover

(Typ.)

B a r s e a c h m t

(s o t e

Tw

Half Bar

Space ±

(Typ.)

Bars 110 top mat (see Note 1)

Bars 111 bottom mat

T t

Bars 101

CULVERT BARREL NOTES:

1. Space Bars 110 and 112 with a bar in each corner, and at the � of interior walls (for multiple barrel culverts only), and the remaining bars placed at equal spacing shown in the Contract Plans. Adjust last bar spacing when required.

2. Place Bars 113 and 114 at spacing shown in the Contract Plans evenly between

Bars 109 and 111.

3. Locate the first transverse bar from the ends of the culvert at one half the bar spacing, but provide the minimum reinforcement cover and not greater than 4" clear.

WINGWALL TYPICAL SECTION

TYPICAL SECTION THRU SINGLE BARREL CULVERT

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DATE…