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PROPOSED WEIR WITH RIP-RAP

PROPOSED STORM SEWER

PROPOSED INLET STRUCTURE

EXISTING INLET STRUCTURE

PROPOSED HEADWALL

PROPOSED MITERED END

EXISTING ELEVATIONS

DRAINAGE FLOW ARROW

ASSUMED/APPROXIMATE EXISTING GRADE

PROPOSED GRADE

1

0

.

9

'

10.90

10.9

X

07.05.T01

PL 2017 000 0753 SITE DEVELOPMENT PLAN (SDP) SET

COLLIER COUNTY, FLORIDA

Carl's - White Glove Personal Storage

PROPOSED FIRE LINE

PROPOSED WATER MAIN

EXISTING WATER MAIN

C900, DR 18

PROPOSED GATE VALVE

EXISTING GATE VALVE

PROPOSED FIRE HYDRANT

EXISTING FIRE HYDRANT

DOUBLE CHECK VALVE

WATER METER

BACTERIAL SAMPLE POINT

BLOWOFF VALVE &

REDUCER FITTING

BACTERIOLOGIC SAMPLE POINT

EXISTING AIR RELEASE VALVE

EXISTING SANITARY SEWER

PROPOSED MANHOLE

EXISTING MANHOLE

PROPOSED SANITARY SEWER

PUMP STATION

6" PVC SANITARY LATERAL

DRAINAGE FACILITIES

SANITARY SEWER FACILITIES

WATER DISTRIBUTION SYSTEM

LEGEND

MISCELLANEOUS DETAILS

EROSION & SEDIMENT CONTROL PLAN

SECTIONS SHEET 2 of 3

DRAINAGE PLAN & GRADING PLAN

UTILITY PLAN

TITLE SHEET, LEGEND, LOCATION MAP AND AERIAL

17.05 .T01

LIST OF DRAWINGS

SHEET NO.TITLE

W

17.05 .C04

17.05 .C05

17.05 .C06a

17.05 .D05

17.05 .C07

SITE LOCATION MAP

17.05 .C03FIRE PROTECTION SITE PLAN

GENERAL DEVELOPMENT

MASTER SITE PLAN & COMPLIANCE DATA CHART17.05 .C02

NOTES REQUIRED ON SDP PLANS

BY PRE-APPLICATION FORM AND LDC:

A. EXOTIC VEGETATION, AS DEFINED BY THE COLLIER COUNTY LAND DEVELOPMENT CODE, SHALL BE REMOVED

FROM THE SITE AND SUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF

THE PROPERTY OWNER.

B. THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE THE CONSTRUCTION OF REQUIRED

IMPROVEMENTS WHICH ARE INCONSISTENT WITH EXISTING EASEMENTS OF RECORD.

C. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL DEAD LANDSCAPE MATERIAL AND FOR THE

MAINTENANCE OF THE REQUIRED IRRIGATION SYSTEM.

D. THE PROPERTY OWNER IS RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF ALL FEATURES OF THE

SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE DESIGN ENGINEER ON THESE DRAWINGS.

E. THE PROPERTY OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF ALL SITE

INFRASTRUCTURE/IMPROVEMENTS INCLUDING BUT NOT LIMITED TO PAVEMENT, SIGNAGE, LANDSCAPING, OPEN

SPACE, DRAINAGE AND UTILITY IMPROVEMENTS.

FOLIO NUMBER:

62090040005:

11201 Tamiami Tr. E

SECTION: 29

TOWNSHIP: 50S

RANGE: 26E

17.05 .D01

EROSION & SEDIMENT CONTROL DETAILS

& ADDITIONAL PROJECT NOTES

DETAILS CONTINUED17.05 .D03

COUNTY WATER DETAILS - SHEET ONE17.05 .D04

17.05 .C01INTENTIONALLY DELETED

Location Map

Scale: 1 inch = 4000 feet

0 ft.4000 ft. 8000 ft. 12,000 ft. 16,000 ft.

RATTLESNAKE HAMMOCK ROAD

(C.R. 864)

U

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C.R

. 951

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PROJECT

LOCATION

Enlarged View: AERIAL / FLUCCS MAP

PROJECT

LOCATION

NO

RT

H

Scale: 1:200 FT

17.05 .C06SECTIONS SHEET 1 of 3

PROPOSED FIRE DEPARTMENT

CONNECTION

SECTIONS SHEET 3 of 317.05 .C06b

DETAILS (PAVEMENT & MISCELLANEOUS STRUCTURES)17.05 .D02

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manager:

checked

approved

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EN

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239/263-6934 phone 877/263-0535 fax m

fernandez@

planningdevelopm

entinc.com

Arch

ite

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Carl's - W

hite G

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2.44 ACRE SITE

200 FT x 531 FT

US 41 EAST

321

321

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411

411

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PE 54198

Larry L. Smith, P.E.

Larry L Smith, PE, State of Florida , Professional Engineer, License No. 54198

This plan set has been electronically signed and sealed by Larry L Smith PE on

the date shown, using a SHA-1 authentication code.

Printed copies of this document are not considered signed and sealed and the

SHA-1 authentication code must be verified on any electronic copies.

#1

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CURVILINEAR DESIGN MODULE FOR DRY WATER

MANAGEMENT AREAS OF 12 FT MIN. WIDTH

BUILDING

STORAGE AREA

(THREE FLOORS)

TRAFFIC FLOW ARROW

INTERIOR

LANDSCAPE

BUILDING FOUNDATION

LANDSCAPE 10 FT WIDTH MN.

> 15% MIN. OF BUILDING FIRST FL.

BUILDING

STORAGE AREA

(THREE FLOORS)

OTHER LANDSCAPED AREA

NON REQUIRED

200 SF MINIMUM

BENCH AREA ALONG WATER

MANAGEMENT AREA

5 FT X 200 FT

WATER MANAGEMENT

PERIMETER WALK

NUMBER OF PARKING SPACES

100 SF LANDSCAPE

AREA FOR SIGNAGE

INTERIOR

LANDSCAPE

BUILDING FOUNDATION

LANDSCAPE 10 FT WIDTH MN.

> 15% MIN. OF BUILDING FIRST FL.

BUILDING

STORAGE AREA

(THREE FLOORS)

BIKE RACK

2 BIKES TYPICAL / TOTAL

6 FT x 8 FT

BUILDING FOUNDATION

LANDSCAPE 10 FT WIDTH MN.

> 15% MIN. OF BUILDING FIRST FL.

BUILDING

STORAGE AREA

(THREE FLOORS)

INTERIOR

LANDSCAPE

12.5 FT. TREE SETBACK FROM

LIGHT POLE (DEPICTED)

25 FT MAX. HEIGHT & AND SHALL

BE SHIELDED FROM LIGHT SPILL-

OVER ACROSS PROPERTY LINE

EMERGENCY ACCESS

DRIVEWAY

STABILIZED + GROUND COVER

BUILDING

STORAGE AREA

(THREE FLOORS)

INTERIOR

LANDSCAPE

BUILDING FOUNDATION

LANDSCAPE 10 FT WIDTH MN.

> 15% MIN. OF BUILDING FIRST FL.

BOLLARDS

6 FT MIN. BENCH

LANDSCAPE

BUFFER

BUILDING FIRE EXIT TRAVEL PATHWAY

TO RIGHT-OF-WAY; ALSO SEE SHEET

C02 AND LANDSCAPE PLANS

NON-EXCLUSIVE LINEAR COUNTY FRONTAGE DRAINAGE

EASEMENT (OR 4812 PAGES 1154-1156); WIDTH VARIES

5 FT AND 11 FT FROM R/W; BUFFER REQUIRED TREES

AND SHRUBS ARE PROHIBITED FORM BEING LOCATED

WITHIN DRAINAGE EASEMENT. EXISTING GRADE MUST

BE MAINTAINED AT NORTHERN EDGE OF DRAINAGE

EASEMENT.

3

20'

20'

6'

20'

6'

20'

9'5'12'36'

27' 14.67'

10'

18'

100'

18'

17'

10'

15'

25'

15'

SIGN

15' SIGNAGE

SETBACK

R

5

0

'

R

2

5

'

R

3

0

'

10'10'220'

5'

20'

R

5

0

'

5'

7'

LO

AD

IN

GL

OA

DIN

GL

OA

DIN

GL

OA

DIN

G

LO

AD

IN

G

CB 2

6' RAISED

SIDEWALK

40' COUNTY

DRAINAGE EASEMENT

(OR 4812, PAGES 1159-1161)

24'

EDGE OF PAVEMENT

U.S. 41 EAST (TAMIAMI TRAIL)

FLORIDAN AVENUE

EDGE OF PAVEMENT

County Public RIGHT OF WAY

CA

RLT

ON

S

T

SH

OLT

Z S

T

200' PUBLIC RIGHT OF WAY

ACCESS AND SIDEWALK

IMPROVEMENT REQUIRE

COLLIER COUNTY

RIGHT-OF-WAY PERMIT

"EMERGENCY ACCESS ONLY"

SEE LANDSCAPE PLAN

DUMPSTER

AREA

150'

R

5

0

'

R35'

12'

10'

9'

9'

5

'

40'

10'

10'

60 FT Wide

RIGHT-IN; RIGHT-OUT DRIVEWAY,

SIDEWALK AND DRAINAGE OUTFALL REQUIRE

FDOT DRIVEWAY AND DRAINAGE CONNECTION

PERMITS; AND COLLIER COUNTY RIGHT-OF-WAY

PERMITS

10 F

T T

YP

E A

B

UF

FE

R

15 FT TYPE B BUFFER

15 FT TYPE D BUFFER

25 FT SETBACK

15 FT TYPE B BUFFER

10 F

T T

YP

E A

B

UF

FE

R

15 FT TYPE D BUFFER

132'

132'

48'

291'

15.4 F

T S

ET

BA

CK

25 FT SETBACK25 FT SETBACK

15.4 F

T S

ET

BA

CK

40 FT WIDE NON-EXCLUSIVE COUNTY DRAINAGE

EASEMENT (OR 4812 PAGES 1159-1161).

25 FT SETBACK

NFPA 1-7 BUILDING

FIRE EXIT DISCHARGE TRAVEL PATH

TO PUBLIC R/W

CONCRETE PAD WITH THREE

STEPS AND HANDRAILS

TO ELEVATION 6.25 FT

CONFIRM WITH ARCHITECT

CONCRETE FPL

TRANSFORMER PAD

(6

0' P

UB

LIC

R

/W

)

PE 54198

Larry L. Smith, P.E.

MASTER SITE PLAN

NOTES:

1. STOP BARS AND DIRECTIONAL ARROWS SHALL BE THERMOPLASTIC.

2. TEXT OF DIRECTIONALS TO BE CONFIRMED WITH OWNER.

3. SEE SHEET DO2 FOR ADDITIONAL PAVEMENT MARKING, PAVEMENT, AND CURB DETAILS.

4. TRAFFIC CIRCULATION MANAGEMENT SIGNS AND PARKING LOT RESTRICTION SIGNS SHALL

CONFORM TO THE LASTEST APPLICABLE EDITION OF M.U.T.C.D AND FDOT STANDARDS.

FTP

20-06R7-6

LEGEND LAND USE & COMPLIANCE TABLES

OFFICE

PARKING

GENERAL NOTES / NOTES APPLICABLE TO ALL SHEETS UNLESS OTHERWISE NOTED:

1. COUNTY PERMIT REQUIRED FOR ALL WORK WITHIN COUNTY RIGHT-OF-WAY.

2. FDOT PERMITS REQUIRED FOR ALL WORK WITHIN FDOT RIGHT-OF-WAY INCLUDING FOR DRIVEWAY AND DRAINAGE CONNECTIONS.

3. ALL DIMENSIONS ARE IN FEET.

4. CURB RADII IS 4.5 FT. UNLESS OTHERWISE INDICATED.

5. SIDEWALKS BETWEEN ADA ACCESS AISLES AND MAIN BUILDING ENTRIES SHALL HAVE A MAXIMUM SLOPE OF 1:20.

6. ALL SIDEWALKS, UNLESS OTHERWISE INDICATED, SHALL HAVE A CROSS SLOPE OF 1:100; SLOPE AWAY FROM BUILDING.

7. ALL IMPROVEMENTS SHALL MEET THE LATEST DEVELOPMENT STANDARDS OF THE STATE OF FLORIDA ACCESSIBILITY CODE.

8. THE SURFACE TEXTURE OF ALL WALKS BETWEEN ADA ACCESS AISLES AND THE MAIN ENTRY TO A BUILDING SHALL BE TEXTURED WITH A FINISH

MEETING ADA REQUIREMENTS. CONTRACTOR SHALL HAVE FINISH APPROVED BY THE DEVELOPER PRIOR TO APPLICATION.

9. TYPICAL ADA ACCESSIBLE PARKING SPACE DIMENSION IS 12' X 18' INCLUSIVE OF UP TO A 2' OVERHANG OVER FRONTING SIDEWALK WHICH IS

TRANSITIONING AND SERVES AS WHEEL STOP. A SPACE SHALL BE COMPLIMENTED BY A 5 FEET MINIMUM WIDTH ACCESSIBILITY AISLE.

MAXIMUM SLOPE AND CROSS SLOPE OF THE ADA PARKING SPACE SHALL BE 1:50 (2%).

10. THE REVIEW AND APPROVAL OF IMPROVEMENTS DOES NOT AUTHORIZE THE CONSTRUCTION OF IMPROVEMENTS WHICH ARE NOT CONSISTENT

WITH EXISTING EASEMENTS OF RECORD. DEVELOPER HAS OBLIGATION TO RESOLVE ANY CONFLICTS IMMEDIATELY UPON IDENTIFICATION.

11. SPECIFICATIONS, PATTERN AND COLOR OF PAVERS, WHEN TO BE PROVIDED, SHALL BE SELECTED BY THE OWNER. CONTRACTOR SHALL

PROVIDE SAMPLES FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. SEE LANDSCAPE PLANS FOR ADDITIONAL

DESIGN DETAILS.

12. AREAS OF CONCRETE AND OTHER PAVEMENT MAY BE SUBSTITUTED WITH PAVERS BY THE OWNER AND SUBSEQUENT APPROVAL OF

SPECIFICATION OF PAVER INSTALLATION SECTION. SURVEYOR AS-BUILTS PROVIDED BY CONTRACTOR SHALL INCLUDE SUCH CHANGES TO THE

PLANS.

13. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL AND STRUCTURAL AND MECHANICAL PLANS PRIOR TO

COMMENCING CONSTRUCTION AND SHALL NOTIFY THE CIVIL ENGINEER IN WRITING OF ANY INCONSISTENCIES OR CONFLICTS. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REQUIRED AMENDMENTS WHICH ARE NOT IDENTIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.

14. CONTRACTOR TO VERIFY LOCATION OR ALL MECHANICAL, AIR CONDITIONING, ELECTRICAL SERVICE, AND LIGHTING AND SHALL NOTIFY CIVIL

ENGINEER IN WRITING AND ANY INCONSISTENCIES OR CONFLICTS WITH SITE, LANDSCAPING AND HARDSCAPE IMPROVEMENTS.

15. SIGNAGE LOCATIONS ARE CONCEPTUAL AND SHALL BE PERMITTED AND APPROVED SEPARATELY WITH REQUIRED APPLICATION FOR SIGNAGE.

16. SEE LANDSCAPE MASTER PLAN SET AND LEGENDS FOR COMPLIANCE RELATIVE TO LANDSCAPING AND HARDSCAPE.

17. LIGHT POSTS IN PARKING LOT TO BE LOCATED ON PARKING STRIPE TO MINIMIZE POTENTIAL CONFLICT WITH VEHICLES.

ABUTTING ZONING DISTRICT: C-4

LAND USE: ROW

N

O

R

T

H

BOLLARDS TYPICAL (14)

SEE ARCH'S DRAWINGS

FOR BOLLARD DETAIL

BIKE RACK

REPLACE NEW SIDEWALK BETWEEN PROPOSED NEW

CURB. RECESSED CURB TO AND AT SIDEWALK;

REINFORCED SIDEWALK SEGMENT TO VEHICULAR

TRAFFIC; GREATER NAPLES APPROVED ACCESS

RESTRICTION TO BE INSTALLED BETWEEN DEPICTED

BOLLARDS

AB

UT

TIN

G Z

ON

IN

G D

IS

TR

IC

T: C

-4

LA

ND

U

SE

: V

AC

AN

T

AB

UT

TIN

G Z

ON

IN

G D

IS

TR

IC

T: C

-4

LA

ND

U

SE

: G

AS

S

TA

TIO

N-

CO

NV

EN

IE

NC

E S

TO

RE

- R

ES

TA

UR

AN

T

ABUTTING ZONING DISTRICT: RSF-4; LAND USE: SINGLE FAMILY HOMES

3 FT DEPTH - DRY WATER MANAGEMENT AREA

Typical Parking Layout

Crosswalk For Controlled Locations

6' M

IN

12"

12"

24"

10

WHITE HIGH VISIBILITY LINESTRIPING TO

MEET 2016 FDOT DESIGN STANDARDS,

INDEX 17346

CROSSWALK FOR UNCONTROLLED LOCATIONS

WHITE HIGH VISIBILITY LINESTRIPING TO

MEET 2016 FDOT DESIGN STANDARDS,

INDEX 17346

WIDTH OF CROSSWALK TO

MATCH ADJACENT SIDEWALK

TO A MINIMUM OF 6'

Typical Stop Bar Detail Typical Handicap Parking Detail

ADD SIGNAGE

DETAIL BELOW

2 FT. OVERHANG

ST

RIP

E

6" B

LU

E

6" S

EE

N

OT

E

2"

6" BLUE STRIPE

18.0'

12'5'

NOTE:

LINESTRIPING SHALL BE COLORED YELLOW

ON CONCRETE AND WHITE ON BITUMINOUS

PAVEMENT UNLESS NOTED ABOVE

LINE STRIPING AND DETAIL TO MEET 2016

FDOT DESIGN STANDARDS INDEXES 17436

AND 17355

12"

STOPBAR TO MEET 2016 FDOT

DESIGN STANDARDS INDEX

17346

R1-1

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manager:

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approved

draw

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scale:

by:

by:

for:

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S

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MR

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SD

P P

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PM

EN

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IN

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P

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EN

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PLA

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G D

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PM

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239/263-6934 phone 877/263-0535 fax m

fernandez@

planningdevelopm

entinc.com

Arch

ite

ctu

re

A

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60

02

15

8 - E

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IN

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P

ER

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TO

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LLC

Carl's - W

hite G

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torage

13

10

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IV

IN

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TO

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pro

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designed

project

manager:

checked

approved

draw

ing

scale:

by:

by:

for:

LL

S

MR

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MR

F

SD

P P

ER

MIT

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DE

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PM

EN

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IN

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A

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: 145 C

EN

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NU

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L. 34102

PLA

NN

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239/263-6934 phone 877/263-0535 fax m

fernandez@

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entinc.com

Arch

ite

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60

02

15

8 - E

NG

IN

EE

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OO

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L 34102

CA

RL'S

W

HIT

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P

ER

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NA

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LLC

Carl's - W

hite G

love P

ersonal S

torage

13

10

8 L

IV

IN

GS

TO

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OA

D, S

UIT

E 2

06

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AP

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09

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LA

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73.1'

AS

N

OT

ED

FTP-20-06

OR FTP-21-06

OVER FTP-22-06

R1-1 STOP

PARKING BY DISABLED PERMIT

ONLY / FINE / $250 MAX

DESCRIPTION

REFERENCE

FTP-53-06

RIGHT TURN ONLY

R7-6 LOADING ZONE

SIGNS SHALL CONFORM WITH THE LATEST M.U.T.C.D.

/ FDOT STANDARDS. MUTCD, Chapter 2B. Regulatory

Signs and ROW Constr. Handbook, III.B.3.C.

FTP-52-06

LEFT TURN ONLY

R1-5 DO NOT ENTER

SIGN LEGEND

FTP

20-06

FTP

20-06

FTP

20-06

FTP

20-06

R1-1 &

FTP-53-06

INCLUDING FDOT

INDEX 304

531.0'

200.0'

THREE (3) STORIES OF STORAGE

#1

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(6

0' P

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LIC

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/W

)

CB 2

NFPA 1-7 BUILDING

FIRE EXIT DISCHARGE TRAVEL PATH

TO PUBLIC R/W

CONCRETE PAD WITH THREE

STEPS AND HANDRAILS

TO ELEVATION 6.25 FT

CONFIRM WITH ARCHITECT

PE 54198

Larry L. Smith, P.E.

LEGEND

PROPERTY LINE

FIRE TRUCK TRAVEL LANE

25 FT MINIMUM INTERIOR RADIUS

50 FT MINIMUM EXTERIOR RADIUS

50 FT PROVIDED

TRAFFIC FLOW ARROW

Fire Protection Plan

FIRE HYDRANT FLOW TEST RESULTS

SITE LOCATION: 11201 US 41 EAST

TEST LOCATION: FLORIDAN AVE. / SHOLTZ ST. & FLORIDAN AVE. / HARDEE ST.

STATIC: 84

RESIDUAL: 60

TOTAL FLOW GPM: 1,987 @ 36 PSI

PORT SIZE 4.5

FIRE FLOW @ 20 PSI RESIDUAL: 3,374

JANUARY 11, 2018

CONDUCTED BY: GREATER NAPLES FIRE RESCUE DISTRICT

FIRE AND LIFE SAFETY

Fire Department Connection Detail

NEW

F.D.C.

6"x6"x6"

TEE

6" CHECK

VALVE

6" P.I.V.

LO

CA

TE

W

IT

HIN

1.5

' O

F C

UR

B

NEW

HYDRANT

GENERAL NOTES:

1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLAN / FIRE PROTECTION PLAN / MECHANICAL

ENGINEER'S PLAN TO VERIFY THE LOCATION OF CONNECTIONS TO BUILDING FOR WATER SERVICES,

SANITARY SEWER LATERALS AND DRAINAGE PIPES TO RWL'S FROM BUILDING. CONTRACTOR SHALL BE

RESPONSIBLE FOR ENSURING CORRECT SIZE & ALIGNMENT OF CONNECTION POINTS. CONTRACTOR SHALL

NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCY AND SHALL COORDINATE WITH ENGINEER TO

RESOLVE PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL INSTALL A GAP CONFIGURATION OR A TEMPORARY BACKFLOW AT THE OPTION OF

FCD.

3. FIRE HYDRANTS SHALL BE MARKED IN ACCORDANCE WITH NFPA 291. SAID MARKINGS SHALL BE

CONSISTANT WITH THE REQUIREMENTS OF NORTH NAPLES FIRE CONTROL AND RESCUE DISTRICT

DEPARTMENT GUIDELINES.

4. THE FIRE PROTECTION WATER SUPPLY AND ALL HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR

TO PLACING COMBUSTIBLE MATERIALS ON THE SITE.

5 FIRE HYDRANTS SHALL BE INSTALLED WITHIN THREE FEET OF THE CURB LINE OF A FIRE LANE, STREET, OR

PRIVATE STREET WHEN INSTALLED ALONG SUCH ACCESS WAYS. WHERE A STREET IS NOT CURBED, THE

CONTRACTOR SHALL INSTALL FDOT GUARDRAIL BARRIER CONSISTENT WITH FDOT GUIDELINES AND

SPECIFICATION WHILE PROVIDING REQUIRED NFPA SEPARATION AND CLEARANCE REQUIREMENTS.

NEW

SHUT OFF

VALVE

6"x6"x6"

TEE

6" F

IR

E M

AIN

GUIDE RAIL

DITCH

EDGE OF PAVEMENTEDGE OF PAVEMENT

EXISTING 6 FT WIDE CONCRETE SIDEWALK

DITCH

DRY DETENTION AREA

U.S. 41 ( TAMIAMI TRAIL )

FLORIDAN AVENUE

60' PUBLIC RIGHT OF WAY

CA

RLT

ON

S

TR

EE

T

60' R

IG

HT

O

F W

AY

SH

OLT

Z S

TR

EE

T

60' R

IG

HT

O

F W

AY

200' PUBLIC RIGHT OF WAY

6" DOUBLE CHECK

FIRE BACKFLOW

PROTECTOR

6" FIRE MAIN

FH-1

PROPOSED FIRE HYDRANT FH-2

FDC-1

FH-1

FDC-1

SEE FIRE

DEPARTMENT

CONNECTION DETAIL

EXISTING 6"

WATER MAIN

CLEARANCE AROUND FIRE HYDRANTS SHALL

BE 7.5' TO THE FRONT AND SIDES AND 4.0'

TO THE REAR PER NFPA 1;13.1.3

HYDRANT

7.5' RADIUS CIRCLE

4.0' RADIUS CIRCLE

Fire Hydrant Minimum Clearances Detail

N

O

R

T

H

THREE (3) STORIES OF STORAGE

ACESSS OFF FLORIDAN AVENUE

RESTRICTED TO EMERGENCY USE

ONLY; GROUND COVER INSTALLATION

PER LANDSCAPE PLAN; OVER 6"

COMPACTED LIMEROCK BETWEEN

RECESSED TYPE D CONCRETE CURB.

PIPE BOLLARDS FOR GATED

EMERGENCY SERVICES

ACCESS; WITH SS EYE BOLTS,

SS CHAIN WITH SNAP ENDS;

LOCK TO MEET FIRE

DEPARTMENT ACCESS

STANDARD

SIDEWALK

OFFICE

EXISTING 6 FT WIDE CONCRETE SIDEWALK

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#1

0

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SIDEWALK SECTION BETWEEN

RECESSED CONCRETE CURB SHALL BE

CONSISTENT WITH DETAIL 6; SHEET

D03.

RECESSED TYPE D CONCRETE CURB

DEFINES END OF EMERGENCY ACCESS

DRIVEWAY

SEE GENERAL NOTE 2 THIS SHEET;

USE GAP CONFIGURATION OR

TEMPORARY BACK FLOW AT

OPTION OF THE FCD

S S

MH

, R

IM

E

L. 4.56

IN

V. S

E (-)2.55

IN

V. N

W (-)2.48

CB 2

PE 54198

Larry L. Smith, P.E.

UT

IL

IT

Y P

LA

N

Utility Plan

EDGE OF PAVEMENT

(UNLESS NOTED)

CONCRETE PIPE

MIN. SLOPE = 0.50%

GENERAL NOTES:

1. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES BEFORE BEGINNING CONSTRUCTION AND SHALL HAVE ALL SERVICE LINES LOCATED AND FLAGGED PRIOR

TO EXCAVATION.

2. THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED,

THEREFORE THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES IN THE FIELD.

3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL UTILITY LINES AND SERVICES DAMAGED DURING CONSTRUCTION, INCLUDING IRRIGATION LINES, AND SERVICES. THE

APPROPRIATE UTILITY SHALL BE NOTIFIED OF ALL DAMAGED LINES PRIOR TO REPAIR. ALL NECESSARY REPAIRS SHALL BE PERFORMED IMMEDIATELY.

4. ALL DOMESTIC OR FIRE WATER LINES AND SERVICES SHALL BE INSTALLED WITH 30" OR 36" MINIMUM COVER, RESPECTIVELY FROM FINISHED GRADE, AND A MAXIMUM OF 4' COVER

EXCEPT FOR VERTICAL DEFLECTIONS AT CONFLICTS.

5. ALL PVC WATER LINES AND SERVICES 4" DIAMETER AND LARGER SHALL CONFORM WITH AWWA C-900 (DR 14). WATER SERVICES SMALLER THAN 4" DIAMETER SHALL CONFORM WITH

ASTM D-2241. ALL FITTINGS AND VALVES FOR WATER LINES AND SERVICES SHALL BE RESTRAINED. ALL PVC GRAVITY SEWER LINES SHALL BE SDR 26. SANITARY FORCE MAIN SHALL BE

ASTM D2241 SDR 21.

6. THE REVIEW AND APPROVAL OF IMPROVEMENT PLANS DOES NOT AUTHORIZE THE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EXISTING

EASEMENTS OF RECORD.

7. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLAN / FIRE PROTECTION PLAN / MECHANICAL ENGINEER'S PLAN TO VERIFY THE LOCATION OF CONNECTIONS TO BUILDING FOR

WATER SERVICES, SANITARY SEWER LATERALS AND DRAINAGE PIPES TO RWL'S FROM BUILDING. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING CORRECT SIZE & ALIGNMENT

OF CONNECTION POINTS. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCY AND SHALL COORDINATE WITH ENGINEER TO RESOLVE PRIOR TO

CONSTRUCTION.

8. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR WATER & SANITARY SEWER FACILITIES

9. CONTRACTOR SHALL CONSTRUCT WATER & SANITARY SEWER FACILITIES IN ACCORDANCE WITH THE STANDARDS & SPECIFICATIONS OF THE COLLIER COUNTY.

10. ALL 0N-SITE WATER & SEWER AND POTABLE IRRIGATION FACILITIES SHALL OWNED AND BE MAINTAINED BY THE OWNER.

11. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO THE ENGINEER AND THE COUNTY PRIOR TO COMMENCEMENT OF FOLLOWING ACTIVITIES WHEN APPLICABLE. NOTICES SHALL

BE MADE CONSISTENT WITH UTILITY ORDINANCE 04-31, SECTION 9.4.2.2., AS MAY BE AMENDED AND INCLUDES AND IS NOT LIMITED TO:

A. HOT TAPS TO WATER AND SEWER FACILITIES **.

B. MASTER METER AND BYPASS PIPING.

C. PRESSURE TESTS **.

D. INFILTRATION AND EXFILTRATION TESTS.

E. LAMPING OF SEWER LINES.

F. FLUSHING OF SEWER LINES, FORCE MAINS, AND WATER MAINS**.

G. TELEVISION VIDEO TAPING OF SEWER LINES AT THE END OF CONSTRUCTION AND WARRANTY PERIOD ("IN OFFICE REVIEW").

H. FIRE HYDRANT THRUST BLOCKS.

I. CONNECTIONS TO EXISTING WATER AND SEWER FACILITIES **.

J. CASING INSTALLATION.

K. OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY AT THE TIME OF CONSTRUCTION DOCUMENT APPROVAL **.

** COUNTY MUST BE PRESENT AT THESE INSPECTIONS.

12. CONTRACTOR SHALL INSTALL A GAP CONFIGURATION OR A TEMPORARY BACKFLOW AT THE OPTION OF COLLIER COUNTY FIRE DEPARTMENT.

13. CONTRACTOR SHALL PERFORM A PRESSURE TEST AND LEAKAGE TEST IN ACCORDANCE WITH AWWA C600 ON ALL WATER MAINS. ALL WATER MAINS SHALL BE DISINFECTED IN

ACCORDANCE WITH AWWA C651 AND RULE 62-555.345 F.A.C.

14. FIRE HYDRANTS SHALL BE MARKED IN ACCORDANCE WITH NFPA 291. SAID MARKINGS SHALL BE CONSISTANT WITH THE REQUIREMENTS OF EAST NAPLES FIRE PREVENTION BUREAU

GUIDELINES.

15. THE FIRE PROTECTION WATER SUPPLY AND ALL HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO PLACING COMBUSTIBLE MATERIALS ON THE SITE.

16. FIRE HYDRANTS SHALL BE INSTALLED WITHIN THREE FEET OF THE CURB LINE OF A FIRE LANE, STREET, OR PRIVATE STREET WHEN INSTALLED ALONG SUCH ACCESS WAYS.

17. METER SHALL BE SIZED BY PUBLIC UTILITIES PER ORDINANCE 2004-31 SECTION 8.2.5.d. PUBLIC UTILITY SHALL INSTALL SERVICE LEAD, METER BOX AND METER FOR METERS 2" AND

SMALLER. FINAL METER SIZE SHALL APPEAR ON RECORD DRAWINGS.

18. INSTALL GAP CONFIGURATION OR A TBF AT THE OPTION OF THE F.C.D.

19. ALL COST AND EXPENSES OF ANY ALL REPAIRS, REPLACEMENTS, MAINTENANCE AND RESTORATIONS OF THE ABOVE GROUND IMPROVEMENTS PERMITTED WITHIN A CUE SHALL BE

THE SOLE RESPONSIBILITY OF THE GRANTOR, ITS SUCCESSOR AND ASSIGNS.

20. SEE SHEET C05 FOR REFERENCED STRUCTURES.

21. COUNTY PERMIT IS REQUIRED FOR ALL WORK WITHIN PUBLIC RIGHT-OF-WAY.

22. FDOT DRIVEWAY AND DRAINAGE CONNECTION PERMITS REQUIRED FOR ALL WORK WITHIN FDOT RIGHT-OF-WAY.

LEGEND

IRRIGATION MAIN - 1" DIAMETER

TOP OF BERM = 7.50' MIN.

NEW FIRE MAIN - 6" DIAMETER

NEW WATER MAIN - 1" DIAMETER

NEW STORM SEWER - REINFORCED

LEGEND

NEW GRAVITY SANITARY SEWER

EXISTING WATER MAIN

= BOLLARD LIGHT

= POWER POLE ANCHOR

= POWER POLE

= SIGN

= STREET LIGHT POLE

= TELEPHONE RISER

T

EXISTING CLEAN OUT TO REMAIN; INVERT

PER AS-BUILTS IS 2 FT NGVD

NEW CLEAN OUT

NEW 38 L.F. 6" PVC SDR 26 SANITARY

SEWER AT 1.04% MIN SLOPE

EXISTING 6" (AC) WATER MAIN

1"

POTABLE

WATER

ENTRANCE

PROVIDE

TEMPORARY

BACTERIAL

SAMPLE

POINT

CB 4

CS 1

CB 3

MH 1

OT 4

OT 5

OT 6

SEE FIRE DEPARTMENT

CONNECTION DETAIL 2 ON

DRAWING C03

CB 1

CB 2

NEW HYDRANT

OT 2

OT 3

N

O

R

T

H

DRY DETENTION AREA

THREE (3) STORIES OF STORAGE

EXISTING CONCRETE SIDEWALK

OFFICE

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EXISTING 6"

SANITARY

LATERAL

CB 5

SPECIAL NOTE:

COUNTY HAS ADVISED THAT THE EXISTING 6" WATER MAIN ALONG FLORIDAN AVENUE IS ASSUMED TO

BE (AC) ASBESTOS CONCRETE PIPE. CONTRACTOR TO CONFIRM AND PROCEED CONSISTENT WITH

COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS MANUAL SECTION 2 TECHNICAL

SPECIFICATIONS; 3.4 ASBESTOS-CONCRETE (AC) PIPE - SECTION 024100. REQUIRES REMOVAL OF A

LENGTH OF AC PIPE AND ITS REPLACEMENT WITH C900 PVC FOR A DISTANCE OF 10 FT EACH WAY

FROM CENTERLINE OF PIPE UNDER CONSTRUCTION OR 5 FT BEYOND TRENCH WIDTH; WHICH EVER IS

GREATER. SEE SUBSECTION FOR ADDITIONAL SPECIFICATIONS AND PROCEDURES PRIOR TO START

OF CONSTRUCTION OF ANY SITE IMPROVEMENTS.

AS

N

OT

ED

NEW 6" HOT TAP,

SADDLE AND

VALVE

2" DOUBLE CHECK BACKFLOW

PREVENTOR; SEE NOTE 20

OT 1

U.S. 41 ( TAMIAMI TRAIL )

FLORIDAN AVENUE

60' PUBLIC RIGHT OF WAY

200' PUBLIC RIGHT OF WAY

NEW 1 1/2" HOT TAP BY PUBLIC UTILITY

1" DOUBLE CHECK

BACKFLOW

PREVENTOR;SEE

NOTE 20

PROPOSED 6"

COMPACT DOUBLE

CHECK BACKFLOW

PREVENTOR

NEW 6" HOT TAP,

SADDLE AND

VALVE

NEW 2" HOT TAP BY PUBLIC UTILITY

FOR IRRIGATION; SEE SHEET IR-1

REMOVE 84 LF EXISTING AC

WATERMAIN AND REPLACE WITH PVC

DR14 WATERMAIN SEGMENT; EXTENDS

10 FT WEST OF DRIVEWAY AND 10 FT

EAST OF EASTERNMOST HOT TAP

1" DOUBLE CHECK

BACKFLOW

PREVENTOR;SEE

NOTE 20

05.01.18 R

EV

#1 P

ER

S

TA

FF

NON-EXCLUSIVE LINEAR COUNTY FRONTAGE DRAINAGE

EASEMENT (OR 4812 PAGES 1154-1156); WIDTH VARIES

5 FT AND 11 FT FROM R/W; BUFFER REQUIRED TREES

AND SHRUBS ARE PROHIBITED FORM BEING LOCATED

WITHIN DRAINAGE EASEMENT. EXISTING GRADE MUST

BE MAINTAINED AT NORTHERN EDGE OF DRAINAGE

EASEMENT.

FINISHED FLOOR

2' R

CP

IN

V=

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3

.

3

4

.

1

4

.

4

4

.

3

4

.

5

0

.

8

2

.

1

6

.

1

7

6

.

2

5

2

.

1

0

.

2

6

.

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4

6

.

4

7

2

.

0

0

.

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0

.

8

2

.

1

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.

3

0

6

.

8

8

3

.

9

0

.

7

2

.

0

6

.

2

0

6

.

9

8

1

.

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1

.

5

1

06

2

C06

3

C06

7

C06b

SECTION

SECTION

SE

CT

IO

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CB 1

CB 2

SECTION

SE

CT

IO

N

8

C06b

SECTIONSECTION

SECTION

6

.

9

0

6

.

5

0

40 FT WIDE NON-EXCLUSIVE COUNTY DRAINAGE

EASEMENT (OR 4812 PAGES 1159-1161).

NFPA 1-7 BUILDING

FIRE EXIT DISCHARGE TRAVEL PATH

TO PUBLIC R/W

CONCRETE PAD WITH THREE

STEPS AND HANDRAILS

TO ELEVATION 6.25 FT

CONFIRM WITH ARCHITECT

PE 54198

Larry L. Smith, P.E.

DR

AIN

AG

E P

LA

N &

LEGEND

PROPERTY LINE

STORM SEWER - SEE UTILITY PLAN

PROPOSED GRADE

FLOW ARROW

TOP OF BERM = 7.5' (MIN. BERM ELEV.)

INVERT PIPE

OUTLET ELEVATION SIZE

TOP OF PIPE PIPE PIPE STRUCTURE

CB GRATE DIRECTION INVERT SIZE TYPE

1 7.10 NW 4.50 18 C

2 7.10 NW 4.50 18 C

3 5.75 NE 0.93 30 E

SW 0.90 48

SE 1.10 18

NW 1.10 18

4 8.75 NW 6.75 18 C

5 7.50 SE 5.15 18 C

SW 4.80 18

6 8.75 NW 6.75 18 C

7 7.50 SE 5.15 18 C

NE 4.80 18

CS 1 6.75 SE 2.75 18 C

SEE DETAIL DWG DO2

MH 1 7.75 NE 0.87 48 PRECAST MH

W 0.80 48

NW 2.21 18

HW 1 E 0.75 48 45° WINGED

CONCRETE HEADWALL

PER FDOT INDEX 266

DRAINAGE STRUCTURE TABLE

1 3.75 18

2 3.75 18

3 3.75 18

4 3.75 18

5 3.50 18

6 3.50 18

7 1.00 4'x8'BOX CULVERT

8 1.00 4'x8'BOX CULVERT

Drainage Plan

Drainage Structure Table

SPECIAL NOTES:

1. STRUCTURE GRATES MAY REQUIRE SPECIAL DESIGN DUE TO PLACEMENT IN PEDESTRIAN PATHWAYS AND LANDSCAPED AREAS.

CONTRACTOR TO COORDINATE OPTIONS WITH ENGINEER AND OWNER.

2. MITERED END SECTIONS SHALL BE DESIGNED TO FDOT INDEX 272. CONTRACTOR SHALL VERIFY AND LOCATE PIPE LENGTH AND

MITERED END TO MATCH THE DESIGNED GRADE TRANSITION.

3. CONTRACTOR SHALL SUBMIT ALTERNATIVE COST UTILIZING HDPE PIPE SYSTEM.

1. THRESHOLDS AT ENTRIES ASSUMED TO PROVIDE 1/4 INCH DROP IN ELEVATION FROM FINISH FLOOR.

2. THE DISTANCE EXTENDING FIVE FEET FROM THE ENTRY DOORS SHALL SLOPE AWAY FROM THE BUILDING AND SUCH SLOPE SHALL NOT EXCEED 2

PERCENT.

3. UNLESS OTHERWISE INDICATED, ALL SIDEWALKS SHALL HAVE A CROSS SLOPE OF 1 PERCENT AND THE SLOPE SHALL SHED WATER AWAY FROM THE

BUILDING.

4. ALL CURBS ARE TYPE "D". UNLESS OTHERWISE INDICATED. ALL CURB TRANSITIONS SHALL BE A MINIMUM OF 3 FT. IN LENGTH UNLESS OTHERWISE

STATED.

5. ALL HANDICAP PARKING, RAMPS, CONCRETE WALKS, PAVEMENT AREAS, SIGNING AND STRIPING SHALL COMPLY WITH THE MOST RECENT

ACCESSIBILITY REQUIREMENTS OF THE FLORIDA BUILDING CODE; ACCESSIBILITY CODE 5TH EDITION, AS MAY BE AMENDED.

6. ALL ELEVATIONS REFER TO NAVD 1988.

7. ALL PROPOSED RCP SHALL BE CLASS III, WALL B.

8. ALL PROPOSED DRAINAGE PIPE MATERIAL NOT SPECIFICALLY DESIGNATED OTHERWISE, SHALL BE CLASS III, WALL B RCP.

9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR STORM SEWER FACILITIES.

10. UNLESS OTHERWISE DEPICTED, SLOPE GRADE 2% AWAY FROM BUILDING SITE STRUCTURES AND FINISHED SOD OR MULCH GRADE SHALL BE A 3

INCHES BELOW FINISHED FLOOR ELEVATION UNLESS OTHERWISE NOTED.

11. COORDINATE GRADING AND FILL REQUIREMENTS WITH LANDSCAPE PLANS. PROJECT ENGINEER TO BE NOTIFIED OF ANY CONFLICTS PRIOR TO

COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR GREATER QUANTITY OF FILL REQUIRED.

12. PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF ALL FEATURES OF THE SURFACE WATER MANAGEMENT SYSTEM

AS OUTLINED BY THE DESIGN ENGINEER ON THESE DRAWINGS.

13. CONTRACTOR SHALL PROVIDE A MINIMUM OF 25 SF OF RIP-RAP AT ALL DRAINAGE OUTLETS AND INLETS WITHIN PARCEL BOUNDARIES ONLY. DEPTH

OF RIP-RAP SHALL BE A MINIMUM OF 18 INCHES BELOW GRADE AND PLACED OVER FABRIC.

14. THE UPPERMOST 18" OF CREATED DRY WATER MANAGEMENT AREAS SHALL BE COMPOSED OF WELL DRAINING SOIL AND SAND MIXTURE.

CONTRACTOR SHALL SUBMIT SOIL ANALYSIS PREFORMED BY PROJECT GEOTECHNICAL ENGINEER TO PROJECT CIVIL ENGINEER FOR ACCEPTANCE.

15. ALL CLEARED AND IMPACTED AREAS ARE TO RECEIVE SOD. GRADE TRANSITIONS FROM EDGE OF PAVEMENT WHICH ARE TO RECEIVE SOD SHALL BE

RECESSED 1.5+/- INCHES TO ACCOMMODATE SOD AND PROVIDE FOR SMOOTH TRANSITION OF ELEVATION.

16. CONTRACTOR SHALL REVIEW ALL PLAN SHEETS FOR ADDITIONAL DRAINAGE DESIGN REQUIREMENTS.

17. ALL GRADE TRANSITION SLOPES (X:X) SHOWN ARE MAXIMUM DESIGN SLOPES UNLESS OTHERWISE NOTED. GRADE CHANGE SHALL BE UNIFORM IN

SLOPE UNLESS OTHERWISE NOTED.

18. CONTRACTOR SHALL PROVIDE EVIDENCE OF GRADING COMPLIANCE WITH DESIGN DRAWINGS AND OTHER APPLICABLE LDC STANDARDS PRIOR TO

INSTALLATION OF SOD / LANDSCAPING, BY SUBMITTAL OF REQUIRED SURVEYOR AS-BUILTS OF THE GRADING.

19. CERTIFICATION: PROJECT ENGINEER HAS MADE A SITE VISIT ON 03.24.17 AND FOUND THE THE DRAINAGE OUTFALL RECEIVING FACILITY/SYSTEM TO

BE FUNCTIONING AS CONSIDERED IN THE DESIGN OF THIS PROJECT.

20. WHERE SIDEWALK MEETS PAVEMENT, CONTRACTOR SHALL PROVIDE A THICKENED TRANSITION / EDGE WITH A MIN. WIDTH OF 12 INCHES AND A

MINIMUM DEPTH OF 12 INCHES BELOW GRADE OR IN THE ALTERNATIVE, CONTRACTOR MAY COMPLETE SIDEWALK EDGE WITH A TYPE D CURB

(RECESSED IF APPROPRIATE).

CROSS SECTION LINE

GR

AD

IN

G P

LA

N

CS 1

CB 3

MH 1

OT 5

OT 6

OT 7

OT 8

HW 1

CB 1

CB 2

OT 1

X

C0X

SE

CT

IO

N

AS-BUILT REQUIREMENTS & ADDITIONAL PROJECT NOTES:

1. WITHIN FIVE (5) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE PROPOSED ACTIVITY, THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT

OF COMPLETION AND CERTIFICATION. THE STATEMENT OF COMPLETION AND CERTIFICATION SHALL BE BASED ON ONSITE OBSERVATION OF

CONSTRUCTION OR REVIEW OF ASBUILT DRAWINGS FOR THE PURPOSE OF DETERMINING IF THE WORK WAS COMPLETED IN COMPLIANCE WITH PLANS

AND SPECIFICATIONS. THIS SUBMITTAL SHALL SERVE TO NOTIFY PDI THAT THE IMPROVEMENTS ARE READY FOR INSPECTION. ADDITIONALLY, IF

DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED

BY A COPY OF THE AMENDED DRAWINGS WITH DEVIATIONS NOTED. BOTH THE ORIGINAL AND REVISED SPECIFICATIONS MUST BE CLEARLY SHOWN.

THE PLANS MUST BE CLEARLY LABELED AS "ASBUILT" OR "RECORD" DRAWING. ALL SURVEYED DIMENSIONS AND ELEVATIONS SHALL BE CERTIFIED BY A

REGISTERED SURVEYOR. ALL PLAN DIMENSIONS AND ELEVATIONS SHALL BE MEASURED AND REPORTED WHETHER ON PLAN, DETAIL OR SECTION AND

SHALL BE MADE ON THE RESPECTED PLAN SHEET BACKGROUND. SURVEYOR SHALL UTILIZE APPROVED SDP PLANS TO OVERLAY SURVEYED

DIMENSIONS AND ELEVATIONS.

CONTRACTOR SHALL IDENTIFY THE COST OF AS-BUILTS AND ASSOCIATED EXPENSES IN THEIR BASE BID PRICE.

CONTRACTOR SHALL UTILIZE AS-BUILTS TO CONFIRM COMPLIANCE AND CONSISTENCY WITH ALL PLANS, INCLUDING BUT NOT LIMITED TO UTILITIES,

DRAINAGE, LANDSCAPING, IRRIGATION, DETAIL SHEETS, AND MASTER PLAN AND GOVERNING CODES AND SPECIFICATIONS AND SHALL MAKE

CORRECTIONS TO IMPROVEMENTS WHICH ARE INCONSISTENT PRIOR TO SUBMITTAL TO CIVIL ENGINEER. REQUIRED AMENDMENTS TO AS-BUILTS SHALL

BE MADE AT CONTRACTORS EXPENSE. COSTS OF CORRECTIONS TO D.O. AND OTHER JURISDICTIONAL AGENCIES PLAN SETS AND RELATED EXHIBITS

SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

2. THE CONTRACTOR SHALL HOLD AND SAVE THE OWNER, THE ENGINEER OF RECORD, THE LANDSCAPE ARCHITECT OF RECORD, AND PDI HARMLESS

FROM ANY AND ALL DAMAGES, CLAIMS, OR LIABILITIES WHICH MAY ARISE BY REASON OF THE CONSTRUCTION METHODOLOGY OF ANY IMPROVEMENT

AUTHORIZED BY THESE PLANS.

3. IF HISTORICAL OR ARCHAEOLOGICAL ARTIFACTS ARE DISCOVERED AT ANY TIME ON THE PROJECT SITE, THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE APPROPRIATE COUNTY REPRESENTATIVE, OWNER AND PDI.

GENERAL AND SPECIAL CONDITIONS

BOX CULVERT

EXISTING 40' DRAINAGE EASEMENT (D.E)

THREE (3) STORIES OF STORAGE

OT 3

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AS

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OT

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OT 2

CB 7

CB 6

#1

0

4.1

0.1

8 p

er sta

ff re

vie

w

NFPA 1-7 BUILDING

FIRE EXIT DISCHARGE TRAVEL PATH

TO PUBLIC R/W

BUILDING FIRE EXIT TRAVEL PATHWAY

TO RIGHT-OF-WAY; ALSO SEE SHEET

C02 AND LANDSCAPE PLANS

SECTION 1

SECTION 2

3:1

4:1

10:1

CONTROL ELEV. = 3.0' NAVD

DRY WATER MANAGEMENT AREA

INSTALLED WITH NATIVE WETLAND

GROUND COVER, SHRUBS AND

TREES TO AID IN STABALIZATION

DRAINAGE DITCH

PARALLEL TO US 41 NORTH

GUIDERAIL

SO

UT

H P

RO

PE

RT

Y L

IN

E

US

4

1 E

AS

T

LANDSCAPE BUFFER (LDC TYPE D)

15' MIN.; WIDTH VARIES

DRY WATER MANAGEMENT

AREA; SLOPED TRANSITION

AREA

DRY WATER MANAGEMENT

AREA; BOTTOM ELEVATION IS A

MINIMUM OF ONE FOOT ABOVE

WET SEASON WATER TABLE /

WATER MANAGEMENT

CONTROL ELEVATION;

INSTALLED WITH GROUND

COVER, SHRUBS AND TREES

TO AID IN STABALIZATION

RIGHT-OF-WAY / DRAINAGE DITCH

EXISTING GRADE; SITE GENERAL

FLAT; AVERAGE GRADE IS 4.5

FT.±

4.5:1

CONTROL ELEV. = 3.0' NAVD

DRAINAGE DITCH

PARALLEL TO US 41 NORTH

GUIDERAIL

SO

UT

H P

RO

PE

RT

Y L

IN

E

US

4

1 E

AS

T

PAVED PARKING LOT

EXISTING GRADE; SITE GENERAL

FLAT; AVERAGE GRADE IS 5.0

FT.±

PAVEMENT SECTION

10:1

3:1

CONTROL ELEV. = 3.0' NAVD

DRAINAGE DITCH

PARALLEL TO US 41 NORTH

SO

UT

H P

RO

PE

RT

Y L

IN

E

US

4

1 E

AS

T R

/W

LANDSCAPE BUFFER (15 FT LDC TYPE D) AND 10 FT BUILDING FOUNDATION PLANTING AREA

EXISTING GRADE; SITE GENERAL

FLAT; AVERAGE GRADE IS 4.0

FT.±

PROPOSED

BUILDING

25' BUILDING SETBACK

PL

PL

PL

SECTION 3

TYPE D CONCRETE

CURB - TYPICAL

SOD ALL DISTURBED

AREAS

SEDIMENT

CONTROL FENCE

SEE DETAIL DWG

D01

INTERIOR LANDSCAPE AREA

COUNTY DRAINAGE EASEMENT

RETAIN EXISTING GRADING

SEDIMENT

CONTROL FENCE

SEE DETAIL DWG

D01

10:1

SOD ALL DISTURBED

AREAS

COUNTY DRAINAGE EASEMENT

RETAIN EXISTING GRADING

SEDIMENT

CONTROL FENCE

SEE DETAIL DWG

D01

LANDSCAPE BUFFER (15 FT LDC TYPE D)

COUNTY DRAINAGE

EASEMENT RETAIN

EXISTING GRADING

5' FLAT PLANTING

WIDTH WITHIN

BUFFER

PE 54198

Larry L. Smith, P.E.

SE

CT

IO

NS

-

SH

EE

T 1

O

F T

HR

EE

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3:1

SEDIMENT

CONTROL FENCE

SEE DETAIL DWG

D01

NO

RT

H P

RO

PE

RT

Y L

IN

E

FL

OR

ID

AN

A

VE

NU

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0 F

T. R

/W

ED

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O

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AV

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6' CONCRETE SIDEWALKEXISTING ROAD

R/W DRAINAGE

SWALE

10:1

4:1

DRY WATER MANAGEMENT AREA; BOTTOM

ELEVATION IS A MINIMUM OF ONE FOOT

ABOVE WET SEASON WATER TABLE /

WATER MANAGEMENT CONTROL

ELEVATION; INSTALLED WITH GROUND

COVER, SHRUBS AND TREES TO AID IN

STABALIZATION; AND FOR TRANSITION TO

RETAINED VEGETATION AREA.

DRY WATER MANAGEMENT

AREA; SLOPED TRANSITION

AREA

5' FLAT PLANTING

WIDTH WITHIN BUFFER

LANDSCAPE BUFFER

15' MIN.; WIDTH VARIES

DRY WATER MANAGEMENT AREA; INSTALLED

WITH NATIVE WETLAND GROUND COVER,

SHRUBS AND TREES TO AID IN

STABALIZATION; AND FOR TRANSITION TO

RETAINED VEGETATION AREA.

EXISTING GRADE; SITE GENERAL

FLAT; AVERAGE GRADE IS 4.7

FT.±

SEDIMENT

CONTROL FENCE

SEE DETAIL DWG

D01

NO

RT

H P

RO

PE

RT

Y L

IN

E

FL

OR

ID

AN

A

VE

NU

E 6

0 F

T. R

/W

ED

GE

O

F P

AV

EM

EN

T

EXISTING ROAD

R/W DRAINAGE

SWALE

PAVED PARKING LOT LANDSCAPED AREA 15' LANDSCAPE BUFFER

EXISTING GRADE; SITE GENERAL

FLAT; AVERAGE GRADE IS 4.7

FT.±

CONTROL ELEV. = 3.0' NAVD

CONTROL ELEV. = 3.0' NAVD

PAVEMENT SECTION

NO

RT

H P

RO

PE

RT

Y L

IN

E

ED

GE

O

F P

AV

EM

EN

T

6' CONCRETE SIDEWALK

EXISTING ROAD

R/W DRAINAGE

SWALE

10:1

8:1

SEDIMENT

CONTROL FENCE

SEE DETAIL DWG

D01

CONTROL ELEV. = 3.0' NAVD

LANDSCAPE BUFFERLANDSCAPED AREA

EXISTING GRADE; SITE GENERAL

FLAT; AVERAGE GRADE IS 3.9

FT.±

PROPOSED

BUILDING

8:1

25' BUILDING SETBACK FROM PROPERTY LINE

PL

PL

PL

SECTION 4

SECTION 5

SECTION 6

FL

OR

ID

AN

A

VE

NU

E 6

0 F

T. R

/W

TYPE D CONCRETE

CURB - TYPICAL

10:1

4:1

PE 54198

Larry L. Smith, P.E.

SE

CT

IO

NS

-

SH

EE

T 2

O

F T

HR

EE

07.05.C06.a

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.2

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#1

0

4.1

0.1

8 p

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w

DRY WATER MANAGEMENT AREA; INSTALLED WITH NATIVE WETLAND

GROUND COVER, SHRUBS AND TREES TO AID IN STABALIZATION; AND FOR

TRANSITION TO RETAINED VEGETATION AREA.

DRY WATER MANAGEMENT

AREA; SLOPED TRANSITION

AREA

DRY WATER MANAGEMENT AREA; BOTTOM ELEVATION IS A

MINIMUM OF ONE FOOT ABOVE WET SEASON WATER TABLE /

WATER MANAGEMENT CONTROL ELEVATION; INSTALLED

WITH GROUND COVER, SHRUBS AND TREES TO AID IN

STABALIZATION; AND FOR TRANSITION TO RETAINED

VEGETATION AREA.

DRY WATER MANAGEMENT

AREA; SLOPED TRANSITION

AREA

SODDED UPLAND TRANSITION

TRANSITION TO CURB;

REQUIRED PEDESTRIAN

PATH ALONG DRY

WATER MANAGEMENT

AREA

PAVED PARKING LOT

10:1

3:1

CONTROL ELEV. = 3.0' NAVD

PAVEMENT SECTION

SECTION 7

5:1

EX

IS

TIN

G E

AS

T P

RO

PE

RT

Y L

IN

E

10:1

PL

CONTROL ELEV. = 3.0' NAVD

EXISTING GRADE; SITE GENERAL

FLAT; AVERAGE GRADE IS 4.4

FT.±

PL

SECTION 8

10 FT WIDE LDC TYPE A

LANDSCAPE BUFFER

BUILDING FOUNDATION LANDSCAPING

SEE LANDSCAPE PLAN

10' BUILDING SETBACK FROM PROPERTY LINE REQUIRED BY

LDC; 20 FT SETBACK DEPICTED BY CONDITIONAL USE (CU)

APPROVAL / 20 FT PROVIDED

ADJACENT C-4 ZONING DISTRICT

(CONVENIENCE FOOD MART PARKING LOT)

SELF

STORAGE

BUILDING

TYPE D CONCRETE

CURB - TYPICAL

ADJACENT C-4 ZONING DISTRICT

(UNDEVELOPED AND VEGETATED)

7:1

3:1

SEDIMENT

CONTROL FENCE

SEE DETAIL DWG

D01

4:1

LANDSCAPE

BUFFER

5 FT LEVEL

SEGMENT

8:1

SEDIMENT

CONTROL FENCE

SEE DETAIL DWG

D01

LANDSCAPE

BUFFER

5 FT LEVEL

SEGMENT

PE 54198

Larry L. Smith, P.E.

SE

CT

IO

NS

-

PROPOSED GRADE

EXISTING ELEVATIONS

SECTION LEGEND

PROPERTY LINE

PROPOSED ELEVATIONS

11.4

SH

EE

T 3

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NON-EXCLUSIVE LINEAR COUNTY FRONTAGE DRAINAGE

EASEMENT (OR 4812 PAGES 1154-1156); WIDTH VARIES

5 FT AND 11 FT FROM R/W; BUFFER REQUIRED TREES

AND SHRUBS ARE PROHIBITED FORM BEING LOCATED

WITHIN DRAINAGE EASEMENT. EXISTING GRADE MUST

BE MAINTAINED AT NORTHERN EDGE OF DRAINAGE

EASEMENT.

40' COUNTY

DRAINAGE EASEMENT

(OR 4812, PAGES 1159-1161)

EDGE OF PAVEMENT

U.S. 41 EAST (TAMIAMI TRAIL)

FLORIDAN AVENUE

EDGE OF PAVEMENT

County Public RIGHT OF WAY

CA

RLT

ON

S

T

SH

OLT

Z S

T

200' PUBLIC RIGHT OF WAY

ACCESS AND SIDEWALK

IMPROVEMENT REQUIRE

COLLIER COUNTY

RIGHT-OF-WAY PERMIT

"EMERGENCY ACCESS ONLY"

SEE LANDSCAPE PLAN

60 FT Wide

RIGHT-IN; RIGHT-OUT DRIVEWAY,

SIDEWALK AND DRAINAGE OUTFALL REQUIRE

FDOT DRIVEWAY AND DRAINAGE CONNECTION

PERMITS; AND COLLIER COUNTY RIGHT-OF-WAY

PERMITS

40 FT WIDE NON-EXCLUSIVE COUNTY DRAINAGE

EASEMENT (OR 4812 PAGES 1159-1161).

SEE SHEET D01 FOR CONSTRUCTION ENTRANCE

ASPHALT WITHIN R/W AND 50 FT GRAVEL DEPTH

X 25 FT WIDTH EXTENDED INTO SITE

CONCRETE FPL

TRANSFORMER PAD

PE 54198

Larry L. Smith, P.E.

ER

OS

IO

N &

Erosion Control Plan

SE

DIM

EN

T C

ON

TR

OL

P

LA

N

CLEARING AND CONSTRUCTION NOTES:

1. THE APPROPRIATE SILT FENCE SYSTEM SHALL BE INSTALLED

ALONG ALL PROJECT BOUNDARIES PRIOR TO THE COMMENCEMENT

OF ANY SITE CLEARING. SEE EROSION CONTROL DETAILS DRAWING

D01. THE INSTALLATION SHALL BE REVIEWED AND APPROVED FOR

COMPLIANCE AND CONSISTENCY WITH EROSION CONTROL DETAILS

BY THE PROJECT ENGINEER PRIOR TO COMMENCEMENT OF ANY SITE

CLEARING.

2. PROTECTIVE BARRICADING WILL REMAIN IN PLACE UNTIL

COMPLETION OF CONSTRUCTION.

3. ALL VEGETATION AND SITE IMPROVEMENTS SHALL BE REMOVED

OF AND DISPOSED OF CONSISTENT WITH APPLICABLE AGENCY

REGULATIONS AND STANDARDS.

4. EXOTIC VEGETATION, AS DEFINED BY THE COLLIER COUNTY LAND

DEVELOPMENT CODE (LDC), SHALL BE REMOVED FROM THE ENTIRE

SITE AND SUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY)

SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.

5. GRADE EAST OF LINEAR FRONTAGE EASEMENT ALONG US 41 EAST

RIGHT-OF-WAY (5 FT AND 11 FT WIDTH FROM SOUTH PROPERTY LINE)

SHALL NOT BE MODIFIED. CLEARED AREA WITHIN THE EASEMENT

SHALL BE COMPLETED WITH SOD IMMEDIATELY UPON CLEARING TO

MINIMIZE OPPORTUNITY FOR EROSION.

6. CONTRACTOR SHALL OBTAIN FDEP PERMIT FOR SITE CONSTRUCTION

PRIOR TO COMMENCEMENT OF ANY ONSITE ACTIVITIES AND PROVIDE

PROJECT ENGINEER WITH A COPY PRIOR TO NOTICE OF COMMENCEMENT.

(NOI - GENERIC PERMIT FOR STORM WATER DISCHARGE FROM

CONSTRUCTION ACTIVITIES).

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fernandez@

planningdevelopm

entinc.com

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manager:

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fernandez@

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entinc.com

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05.01.18 R

EV

#1 P

ER

S

TA

FF

PE 54198

Larry L. Smith, P.E.

CO

NT

RO

L D

ET

AILS

&

ER

OS

IO

N &

S

ED

IM

EN

T

GENERAL AND SPECIAL CONDITIONS

1. A COPY OF THE CONSTRUCTION PLANS, COMPLETE WITH ALL CONDITIONS,

ATTACHMENTS, EXHIBITS AND MODIFICATIONS SHALL BE KEPT AT THE WORK SITE OF THE

PERMITTED ACTIVITY AND SHALL BE AVAILABLE FOR REVIEW AT THE WORK SITE UPON

REQUEST BY THE OWNER, OWNER'S REPRESENTATIVE, OR REPRESENTATIVE OF A

JURISDICTIONAL AGENCY.

2. ACTIVITIES APPROVED BY THESE PLANS SHALL BE CONDUCTED IN A MANNER WHICH

DOES NOT CAUSE VIOLATIONS OF STATE WATER QUALITY STANDARDS. THE

CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES FOR EROSION AND

POLLUTION CONTROL TO PREVENT VIOLATION OF STATE WATER QUALITY STANDARDS.

TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED PRIOR TO AND DURING

CONSTRUCTION AND PERMANENT CONTROL MEASURES SHALL BE COMPLETED WITHIN 7

DAYS OF ANY CONSTRUCTION ACTIVITY. TURBIDITY BARRIERS SHALL BE INSTALLED AND

MAINTAINED AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED

SOLIDS INTO THE RECEIVING WATERBODY EXISTS DUE TO THE PERMITTED WORK.

TURBIDITY BARRIERS SHALL REMAIN IN PLACE AT ALL LOCATIONS UNTIL CONSTRUCTION

IS COMPLETED AND SOILS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED.

ALL PRACTICES SHALL BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS

DESCRIBED IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL; A GUIDE TO

SOUND LAND AND WATER MANAGEMENT (DEPARTMENT OF ENVIRONMENTAL

REGULATION, 1988), INCORPORATED BY REFERENCE IN RULE 40E-4.091 FAC, UNLESS

MORE STRINGENT PROJECT-SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES

ARE REQUIRED BY THESE PLANS. THEREAFTER THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REMOVAL OF BARRIERS. THE CONTRACTOR SHALL CORRECT

ANY EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE WATER

RESOURCES.

3. THE CONTRACTOR SHALL NOTIFY THE PROJECT'S CIVIL ENGINEER OF THE

ANTICIPATED CONSTRUCTION START DATE AT LEAST 48 HOURS PRIOR TO

COMMENCEMENT OF ACTIVITY AUTHORIZED BY THESE PLANS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION,

SHOALING OR WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR

IMPLEMENTATION OF PLAN IMPROVEMENTS.

5. MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT

SEDIMENTATION AND / OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING

WATER.

6. FACILITIES OTHER THAN THOSE STATED HEREIN SHALL NOT BE CONSTRUCTED

WITHOUT AN APPROVED MODIFICATION FROM THE OWNER OR OWNER'S AUTHORIZED

REPRESENTATIVE AND JURISDICTIONAL AGENCY AS MAY BE APPROPRIATE.

7. SILT SCREENS, HAY BALES OR OTHER SUCH SEDIMENT CONTROL MEASURES SHALL BE

UTILIZED DURING CONSTRUCTION. ALL AREAS SHALL BE STABILIZED AND VEGETATED

IMMEDIATELY AFTER CONSTRUCTION TO PREVENT EROSION INTO THE WETLANDS AND

UPLAND BUFFER ZONES.

8. THE OWNER AND JURISDICTIONAL AGENCIES RESERVE THE RIGHT TO REQUIRE

REMEDIAL MEASURES TO BE TAKEN BY THE CONTRACTOR EROSION OCCURS.

Straw Bale Barrier in Drainage Way Type IV Silt Fence

Straw Bale Drop Inlet Sediment Filter Bales Backed by Fence

Sod Drop Inlet ProtectionSilt Fence ApplicationsGravel Curb Inlet Sediment Filter

Gravel & Wire Mesh Drop Inlet Filter

Type III Silt FenceSediment FenceCross-Section of an Installed Straw Bale

10' MAXFDOT SPEC.)

(INDEX NO. 452 & SEC. 966

OR TYPE A FENCE FABRIC

POULTRY MESH(20 GA. MIN)

3" MIN DIA. WOOD; STEEL

POST (OPTIONS: 4"X4" OR

1.33 LBS/FT. MIN.)

ELEVATION

±

°

20

VE

RT

IC

AL

POULTRY MESH OR

SILT FLOW

FILTER FABRIC

TYPE A FENCE FABRIC

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

SEC. 985 FDOT SPEC.)

FILTER FABRIC (IN

IN CONFORMANCE WITH

SECTION

18" MIN

8"

NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT

UNIT PRICE FOR STAKED SILT FENCE (LF)

OPTIONAL POST POSITIONS

5' O

R M

OR

E

2' - 1

0"

8.0'

S

L

O

P

E

COMPACTED FILL OVER TOE OF

FABRIC BURIED 8.0" DEEP.

1.5'

COMPACTED SOIL TO

PREVENT PIPING

SEDIMENT LADEN

WITH SEDIMENT

RUNOFF WATER

NOTE: BALES TO BE STAKED AT THE

±

°

02

OPTIONAL POST POSITIONS

(CANTED 20° TOWARD FLOW)

PRINCIPLE POST POSITION

SILT FLOW

FILTER FABRIC

SEC. 985 FDOT SPEC.)

IN CONFORMANCE WITH

SECTION

FILTER FABRIC (IN

VE

RT

IC

AL

POST (OPTIONS: 2"X4" OR

8"

12" MIN

15" TO 18"

3' O

R M

OR

E

1.33 LBS/FT. MIN.)

21/2" MIN DIA. WOOD; STEEL

ELEVATION

6' MAX

2. PLACE AND STAKE STRAW BALES.

EXCAVATED EARTH.

3. BACKFILL AND COMPACT THE

WIDTH

BALE

4"

A

B

CONSTRUCTION OF A STRAW BALE BARRIER

POINTS A SHOULD BE HIGHER THAN POINT B

FILTERED

BE REMOVED AND PERMANENT SOD LAID AROUND THE DROP INLET.

NENTLY STABILIZED, THE BLOCK AND GRAVEL STRUCTURE WILL

AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMA-

FACE OF BALES

LIGHTLY COMPACTED ALONG UPSTREAM

LOOSE SOIL PLACE BY SHOVEL AND

TYPE A OR B FENCE

TYPE III OR TYPE IV SILT FENCE PROTECTION

AROUND DITCH BOTTOM INLETS

LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND

DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS

TO BE IN ACCORDANCE WITH CHART �, SHEET 1

OF 3 AND DITCH INSTALLATIONS AT DRAINAGE

4'

4'

FOUR 1' WIDE STRIPS OF TALL FESCUE SOD

ON EACH SIDE OF THE DROP INLET.

SILT FENCE

TYPE III OR TYPE IV

S

I

L

T

F

L

O

W

SILT FLOW

TYPE III SILT FENCE

NOTE: SPACING FOR TYPE � AND TYPE � FENCES

STRUCTURES SHEET 2 OF 3.

WITH GRATE

DROP INLET

STAKED

WATER

STRAW BALE

STRAW BALES

STAKED WITH 2

STAKES PER BALE

RUNOFF WATER

WITH SEDIMENT

COMPACTED SOIL

TO PREVENT PIPING

WATER

FILTERED

GRAVEL (12" MIN. DEPTH)

MIN.

18"

SEDIMENT

DIRECTION OF THE ENGINEER.

SILT FLOW

TYPE IV SILT FENCE

WIRE MESH

FILTERED WATER

12'

GRAVEL FILTER

CONCRETE GUTTER

WIRE MESH

CURB INLET

Barriers for Fill Slopes

Construction of a Filter Barrier

Protection Around Inlets

Construction Entrance

STRAW BALE

OR TWINE

FILTERED RUNOFF

BINDING WIRE

RUNOFF

1. EXCAVATE THE TRENCH.

FLOW

3. WEDGE LOOSE STRAW BETWEEN BALES

A

WEDGE

LOOSE SOIL PLACED BY SHOVEL

WITH 2-2"X2"X4"

ANCHOR BALES WITH 2-2"X2"X4'

STAKES PER BALE.

DITCH BOTTOM INLET

DITCH

SIDEWALK

COMPLETE INLET

OPEN

RISER

APRON

CURB &

GUTTER

DITCH

PARTIAL INLET

TO BUTT

50' ON

STAKES PER BALE

FILL SLOPE

6' MIN

PLAN

ELEVATION

FILL SLOPE

TO BE USED AT SELECTED SITES

FL

OW

SW

AL

E

REQUIRED

PLAN

ELEVATION

WITH 2-2"X2"X4"

STAKES PER BALE

TO BE USED AT SELECTED SITES

OVERLAP ENDS

RUNOFF WATER

SEDIMENT

STAKES.

UPSLOPE ALONG THE LINE OF

2. EXCAVTE A 4"X4" TRENCH

4. BACKFILL AND COMPACT

THE EXCAVATED SOIL.

4"

FLOW

1. SET THE STAKES.

3. STAPLE FILTER MATERIAL TO

STAKES AND EXTEND IT INTO

THE TRENCH

AROUND X-SECTION

Sedimentation Control

TYPICAL CROSS SECTION

TO ALLOW FOR STONE

THICKNESS

PERMIABLE FILTER FABRIC

TEMPORARY SEDIMENT TRAP

1.5'

2

1

"

M

I

N

.

AT GROUND EL. ______

RIPRAP CHANNEL

4.0'

CLEANOUT STAKE

EL. ______

SET SEDIMENT

2:1 SIDE SLOPE

1:1 SIDE SLOPE

SECTION AA

PERMIABLE SYNTHETIC FILTER FABRIC

2" to 6" Rip-Rap Stone

1.5'

8.0'

STONE SECTION

3.0'

OVER-EXCAVATE 30"

NATURAL GROUND

PERMIABLE FILTER FABRIC

NATURAL GROUND

ELEVATION _______

CROSS SECTION

6.0'

AA

SEDIMENT POOL EL. ____

#57 WASHED STONE

AA

3:1

5.0'

EL. ______

ROAD DITCH

FDOT Size #467 EROSION

1.5'

3:1

4.0'

CONTROL STONE

CENTERS

BALES

AS(TYP)

ANCHOR BALES

TOWARD THE TOE OF SLOPE

WHERE THE NATURAL GROUND SLOPES

ANCHOR BALES

THE UPSTREAM EDGE OF BALES

AND LIGHTLY COMPACTED ALONG

AWAY FROM THE TOE OF SLOPE

WHERE THE NATURAL GROUND SLOPES

AD

DIT

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A2

60

02

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IN

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45

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OF

FIC

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CA

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Carl's - W

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Baffle DetailCatch Basin Type S, C and E

Control Structures and

Sidewalk Detail - Non Vehicular Crossing

Typ. Concrete Pavement Detail

Typ. Asphalt Pavement Detail

Concrete Curb and Gutter Details

Sidewalk @ Pavement Detail

Mitered Pipe End Detail

PE 54198

Larry L. Smith, P.E.

Vehicular Guard Post Detail

07.05.D02

re

visio

ns:

da

te

:

01

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2.1

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sheet no:

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scale:

by:

by:

for:

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entinc.com

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ite

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Carl's - W

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scale:

by:

by:

for:

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entinc.com

Arch

ite

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re

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60

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IN

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OF

FIC

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L 34102

CA

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Carl's - W

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#1

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8 p

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DE

TA

IL

S

Public Sidewalk Curb Ramps

PE 54198

Larry L. Smith, P.E.

Single Round Pipe

Winged Concrete Endwalls

Single Barrel

Concrete Box Culvert

07.05.D03

re

visio

ns:

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scale:

by:

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Arch

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IN

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Carl's - W

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by:

by:

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LL

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entinc.com

Arch

ite

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re

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02

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IN

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OF

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Carl's - W

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#1

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8 p

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vie

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PE 54198

Larry L. Smith, P.E.

DE

TA

IL

S - S

HE

ET

1

CO

UN

TY

W

AT

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07.05.D04

re

visio

ns:

da

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scale:

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239/263-6934 phone 877/263-0535 fax m

fernandez@

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entinc.com

Arch

ite

ctu

re

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A2

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IN

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L 34102

CA

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Carl's - W

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designed

project

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scale:

by:

by:

for:

LL

S

MR

F

MR

F

SD

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PM

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239/263-6934 phone 877/263-0535 fax m

fernandez@

planningdevelopm

entinc.com

Arch

ite

ctu

re

A

A2

60

02

15

8 - E

NG

IN

EE

RIN

G C

A8

45

0

OF

FIC

E: 704 G

OO

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TT

E R

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D, S

UIT

E 240, N

AP

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S, F

L 34102

CA

RL'S

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HIT

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LO

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P

ER

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TO

RA

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LLC

Carl's - W

hite G

love P

ersonal S

torage

13

10

8 L

IV

IN

GS

TO

N R

OA

D, S

UIT

E 2

06

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S, F

LO

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A 3

41

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C/O

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#1

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0.1

8 p

er sta

ff re

vie

w

MIS

CE

LLA

NE

OU

S D

ET

AILS

PE 54198

Larry L. Smith, P.E.

07.05.D05

revisions:

date:

01.22.18

sheet no:

CO

LLIE

R C

OU

NT

Y, F

LO

RID

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clie

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je

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pro

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ca

tio

n:

designed

project

manager:

checked

approved

draw

ing

scale:

by:

by:

for:

LLS

MR

F

MR

F

SD

P P

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MIT

TIN

G

DE

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L. 34102

PLA

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G D

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PM

EN

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C.

239/263-6934 phone 877/263-0535 fax m

fernandez@

planningdevelopm

entinc.com

Architecture A

A26002158 - E

NG

IN

EE

RIN

G C

A8450

OF

FIC

E: 704 G

OO

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TT

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CA

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#1 04.10.18 per staff review