18'

10'

10'

SETB

ACK

SETBACK

41'

101'

4'

4,049 SFBUILDING

22 PARKINGSPACES

FFE = 9.3

11

5' S

IDEW

ALK

ccccc

REBU

ILD

& R

AISE

ISL

AND

NO U TURNSIGNAGE'

ONE WAY SIGNAGE'

41.5'

WB-40MIN RADIUS = 40 FT

72ND AVE NORTH

12'

8'

9'

18'18'

5'

10

SS ''6 SS ''6

6'' S

S

45'

45'

89'

30'

R29'

10'

10'

10'

THISBUILDINGWILL BEFLOODPROOFED

5' 5'

c

9'

18'

12'

Trev

or D

. How

ard,

P.E

. FL.

#59

364

Not

val

id u

nles

s si

gned

& e

mbo

ssed

by

a re

gist

ered

Eng

inee

r.

How

ard

Civi

l Eng

inee

ring

Cert

ifica

te o

f Au

thor

izat

ion

No.

967

1

DATE:

PROJ. MAN.:

JOB NO.

CAD FILE

SHEET NO.

CHECKED BY:

DRAWN BY:

----

0SCALE

REVISIONS

7200

4TH

STR

EET

NO

RTH

St P

eter

sbur

g, F

L

COPY

RIG

HT

© 20

13 H

OW

ARD

CIV

IL E

NG

INEE

RIN

G. N

ORE

PRO

DU

CTIO

N S

HAL

L BE

MAD

E W

ITH

OU

T TH

E PR

IOR

WRI

TTEN

CO

NSE

NT

OF

HO

WAR

D C

IVIL

EN

GIN

EERI

NG

, LLC

.H

OW

ARD

CIV

IL E

NG

INEE

RIN

G, L

LCLa

nd D

evel

opm

ent

Civi

l Eng

inee

rs11

1 2n

d Av

e N

E. S

t. P

eter

sbur

g, F

L. 33

701

Phon

e: 8

13.9

62.6

565

C-3

SITE

PLA

N

01/21/18 per City

20

SCALE 1" = 20'

SECTION A - A

METAL POSTWT. OF BLANK POST SHALL BE 2-2 1/2"#/FT.

SIGN DETAILN.T.S

WHITE BACKGROUND BLACKMESSAGE LETTERING

INTERNATIONAL SYMBOL OF ACCESS(SEE NOTE 5 ON SHEET NO. 1)

WHITE ON BLUE BACKGROUND

3/8" HOLES WITH HOLES DRILLED ON 1"CENTERS FULL LENGTH IN FULL LENGTH INMETAL POST. (MOUNT WITH 5/16" x 2 1/4"BOLTS, TOP AND BOTTOM OF SIGN)

CONTRACTOR ADA NOTICE:CONTRACTOR AND OWNER WILL BE HELD ACCOUNTABLE DURING CONSTRUCTION FOR ALL SITE IMPROVEMENT. COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODEIS MANDATORY. IF INCORRECT AT THE FINAL INSPECTION, CONTRACTOR WILL BE REQUIRED TO MODIFY CONSTRUCTION TO COMPLY WITH FBC. THE FOLLOWINGITEMS TAKE PRECEDENCE AND SUPERSEDE OTHER DETAILS ON PLANS:1. PARKING SPACE(S) SHALL BE 12' WIDE WITH WHITE STRIPING OUTER LINE, BLUE STRIPING INNER LINES. SECTION 11-4.6, FBC-B2. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST SAFELY ACCESSIBLE ROUTE OF TRAVEL

FROM ADJACENT H/C PARKING TO AN ACCESSIBE ENTRANCE, 11-4.6.2, FCB-B3. ACCESS AISLE(S) SHALL BE 5' WIDE WITH REQUIRED DIAGONAL STRIPING IN APPROVED BLUE MARKING PAINT. SECTION 11-4.6.3, FBC-B4. PARKING SPACE(S) AND ACCESS AISLE(S) SHALL BE LEVEL (NOT TO EXCEED 1:50 (2%) SLOPE IN ANY DIRECTION). 11-4.6.3, FBC-B5. APPROVED H/C SIGN AT PROPER MOUNTING HEIGHT (7' FROM GRADE PAVEMENT TO BOTTOM OF SIGN). SIGN SHALL INDICATE THE $250 FINE. SECTION 11-4.6.4,

FBC-B6. CURB RAMP SLOPES SHALL NOT TO EXCEED 1:12 (8.33%) SLOPE. RAMP SIDE SLOPES SHALL NOT EXCEED 1:12 (8.33%) SLOPE. CURB RAMPS SHALL NOT ENCROACH

ACCESS AISLE(S). CROSS SLOPES SHALL NOT EXCEED 1:50 (2%) SECTION 11-4.7, FBC-B7. ALL RAMPS OTHER THAN CURB RAMPS AS REFERENCED ABOVE SHALL COMPLY WITH THE DESIGN REQUIREMENTS OF SECTION 11-4.8, FBC-B8. ACCESSIBLE ROUTE TO “MAIN ENTRY” SHALL NOT EXCEED 1:20 (5%) SLOPE (UNLESS RAMPS PROVIDED) WITH CROSS SLOPE NOT IN EXCESS OF 1:50 (2%)9. ACCESSIBLE ROUTE “CONNECTING ALL BUILDINGS” ON THE SAME SITE SHALL NOT EXCEED 1:20 (5%) SLOPE (UNLESS RAMPS PROVIDED) WITH CROSS SLOPE NOT IN

EXCESS OF 1:50 (2%)10. ACCESSIBLE ROUTE TO “PUBLIC WAY” SHALL NOT EXCEED 1:20 (5%) SLOPE (UNLESS RAMPS PROVIDED) WITH CROSS SLOPE NOT IN EXCESS OF 1:50 (2%)11.CODE COMPLIANT DETECTABLE WARNINGS AT ALL VEHICULAR CROSSWALKS, AND AT LOCATIONS WHERE THE ACCESSIBLE ROUTE IS ADJACENT TO AND FLUSH WITH

THE VEHICULAR WAY. SECTION 11-4.29, FBC-B

NOTES:1. PROPOSED CONSTRUCTION START DATE: AUGUST 20192. ALL DISTURBED AREAS ON SITE AND WITHIN ROW SHALL BE SODDED IF NOT OTHERWISE MULCHED3. ANY DAMAGED SIDEWALK, CURB, OR PAVEMENT DURING CONSTRUCTION OR EXIST SIDEWALK IN DISREPAIRWITHIN RHE ROW AHALL BE REMOVED AND REPLACED,

COORDINATE WITH CITY STAFF.4. SOLID WASTE DISPOSAL PROVIDED BY COMPACTOR AND DUMPSTER.5. A RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK WITHIN THE ROW INCLUDING THE SIDEWALKS, CURB RAMPS, NEW DRIVEWAY AND ALLEY CONNECTIONS.

SUBMIT PERMIT PRIOR TO BEGINNING CONSTRUCTION ON THE SITE.6. ALL INSTALLED LIGHTING SHALL COMPLY WITH SECTION 16.40.070 OF THE ST. PETERSBURG CODE OF ORDINANCES.7. ALL SIDEWALKS, RAMPS, HANDRAILS AND OTHER PEDESTRIAN FACILITIES SHALL COMPLY WITH THE 2010 FLORIDA BUILDING CODE: ACCESSIBILITY, SIDEWALK

RUNNING SLOPE MAX: 5% (UNLESS HANDRAILS PROVIDED FOR MAX RUN OF 30 FEET WITHOUT LANDINGS, CROSS SLOPE NOT TO EXCEED 2%. CURB RAMP SLOPESNOT TO EXCEED 8.33% (1 IN 12)

8. INSTALL MAINTENANCE OF TRAFFIC CONTROLS DURING CONSTRUCTION WITHIN THE ROW. .9. ALL IMPROVEMENTS WITHIN SITE TRIANGLE AREAS SHALL COMPLY WITH ST. PETERSBURG LAND DEVELOPMENT CODE SECTION 16.40.160.1, NO OBJECTS,

STRUCTURES, OR LANDSCAPING ALLOWED THAT ARE GREATER THAN 36 INCHES IN HEIGHT.10.NO BUILDING OR OTHER OBSTRUCTIONS (INCLUDING EVES) SHALL BE ERECTED AND NO TREES OR SHRUBBERY SHALL BE PLANTED ON ANY EASEMENT OTHER THAN

FENCES, TREES, SHRUBBERY AND HEDGES OF A TYPE APPROVED BY THE CITY.11. CURB RAMP NOTE: ALL DETECTABLE WARNINGS FOR CURB RAMPS SHALL BE CAST IN PLACE, NOT GLUE OR SCREW DOWN, BRICK RED IN COLOR.

HANDICAP PARKING SIGN DETAILS

UTILITY NOTES:1. ALL METERS AND BACK FLOW PREVENTER DEVICES SHALL BE INSTALLED BY CITY PERSONNEL WITHIN BELOW GROUND VAULTS. COORDINATE WITH CITY WATER

RESOURCES DEPARTMENT, KELLY DONNELLY AT 727-892-5614.2. CONTRACTOR SHALL APPLY FOR SEPARATE CITY ENGINEERING PERMITS FOR THE SANITARY SEWER CONNECTION.

3. DAMAGE TO THE EXISTING CITY SANITARY SEWER MANHOLE INTERIOR OR PROTECTIVE COATINGS, DUE TO REMOVED PIPING AND/OR PIPING INSTALLATION, SHALL BE REPAIRED TO MEET CURRENT CITY STANDARDS (SINGLE 9 MILS COAT OF COAL TAR EPOXY "CARBOLINE 300M" REQUIRED ON ALL EXTERIOR SURFACES AND A 12" INSIDECOATING OF 100% PURE-FUSED CALCIUM ALUMINATE CEMENTITIOUS LINER "SEWPERCOAT"). AT THE DEVELOPER'S EXPENSE STRUCTURE LINING MAY BE REQUIRED IFTHE INTERIOR CONDITION OF THE EXISTING MANHOLE IS FOUND TO BE IN POOR CONDITION

4. THE CONTRACTOR MUST PULL ADDITIONAL AND SEPARATE CITY ENGINEERING RIGHT-OF-WAY (ROW) PERMITS FOR THE PROPOSED SITE SANITARY SEWER AND STORMSEWER CONNECTIONS TO PUBLIC MAINS; AS WELL AS FOR DRIVEWAY, CURB AND SIDEWALK WORK WITHIN THE CITY PUBLIC RIGHT-OF-WAY (ROW) OR EASEMENTS. THECONTRACTOR MUST SUBMIT 3 COPIES OF THE CITY APPROVED (ORIGINALS FROM CONSTRUCTION SERVICES AND PERMITIING WITH ALL CITY DEPARTMENT STAMPS) CIVILPLANS DIRECTLY TO THE CITY ENGINEERING DEPARTMENT. ALLOW A MINIMUM OF 15 BUSINESS DAYS FOR PERMIT PROCESSING AND ISSUANCE. THE CONTRACTOR WILL BEREQUIRED TO PROVIDE A CERTIFICATE OF INSURANCE (PER CURRENT CITY REQUIREMENTS) AND A PERFORMANCE BOND (IN THE AMOUNT OF THE WORK {DETAILED UNITCOST ESTIMATE REQUIRED} OR $15,000 -WHICHEVER IS GREATER) PRIOR TO ROW PERMIT ISSUANCE. FOR "DEVELOPMENT' PERMITS THE FEE IS $150 PLUS THE COST OFREQUIRED CITY TESTING AND INSPECTION OF ALL WORK WITHIN THE PUBLIC ROW WHICH WILL BE BILLED TO THE PERMIT APPLICANT MONTHLY. THE ROW PERMIT(S) MUSTBE OBTAINED PRIOR TO INITIATING ANY WORK WITHIN THE PUBLIC ROW OR A DOUBLE PERMIT FEE WILL APPLY. PLEASE DIRECT ALL QUESTIONS TO THE ENGINEERING ANDCAPITAL IMPROVEMENTS DEPARTMENT (PHONE 727-893- 7238 OR martha.hegenbarth@stpete.org).

UPON COMPLETION OF THE PERMIT WORK, AND PRIOR TO REQUESTING A FINAL CERTIFICATE OF OCCUPANCY OR COMPLETION, THE ENGINEER OF RECORD WILL NEED TO SUBMIT ASIGNED AND SEALED SITE CERTIFICATION LETTER (REFERENCING THE BUILDING PERMIT APPLICATION NUMBER AS WELL AS THE SITE ADDRESS) & TWO COMPLETE SETS OF SIGNEDAND SEALED CIVIL SITE AS BUILT RECORD DRAWINGS WHICH SHOW THE LOCATIONS AND INVERT ELEVATION OF ALL NEW AND MODIFIED SITE UTILITIES; FINAL PAVEMENT GRADES;BUILDING FLOOR ELEVATIONS; SIDEWALK ELEVATIONS; FINAL RETENTION POND CONFIGURATION, CONTROL STRUCTURE ELEVATIONS, POND TOP OF BANK AND POND BOTTOMELEVATIONS, ETC. TO ACCURATELY DOCUMENT THAT ALL CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE CITY APPROVED PLANS,SPECIFICALLY NOTING ANY DEVIATIONS. A SAMPLE SITE CERTIFICATION LETTER IS AVAILABLE UPON REQUEST FROM THE ENGINEERING AND CAPITAL IMPROVEMENTSDEPARTMENT (PHONE 727-893-7238 OR martha.hegenbarth@stpete.org).

6" 4,000 PSI CONCRETE WITHREINFORCED FIBRE MESH

24" STABILIZED SUBGRADECOMPACTED TO 95%

MODIFIED PROCTOR DENSITYASTM D 1557

DUMPSTER PAD DETAILS

W E

N

S

0 20

SCALE 1" = 20'

FDOT NOTES:

1. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL BE PERFORMED SUNDAY THROUGH THURSDAY 8:00 PM TO 5:30 AM2. USE STANDARD INDEX # 300, # 304 AND # 310 FOR THE CONSTRUCTION OF SIDEWALK, CURB AND MEET CURRENT ADA STANDARDS. ALL CONCRETE PLACED IN THE RIGHT-OF-WAYSHALL BE FROM AN FDOT CERTIFIED PLANT MEETING ALL THE MINIMUM REQUIREMENTS AS REFERENCED IN THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.CONCRETE MUST BE A MINIMUM OF 6" THICK, 2,500 LB CLASS 1 NON STRUCTURAL WITH FIBER MESH MATERIAL.3. ALL UTILITY CONNECTIONS SHALL BE HANDLED UNDER A SEPARATE UTILITY PERMIT OR GENERAL USE PERMIT.4. PROPOSED CONNECTION TO BE DESIGNED AND CONSTRUCTED PER FDOT STANDARD # 515 RURAL RADIAL TURNOUT WITH CROSS SLOPE THAT MEETS THE REQUIREMENTS FORGENERAL APPLICATION DESIGN FOR THE MAXIMUM SIZE VEHICLE, MINIMUM INGRESS RADII OF 35' AND MINIMUM EGRESS RADII OF 25'.5. ANY DAMAGED SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED.6. PRIOR TO THE REMOVAL OF ANY MATERIALS THE AREA MUST BE SAWCUT TO PREVENT ANY DAMAGE TO THE ROADWAY.7. DETECTIBLE WARNING SURFACE MATERIALS MUST BE ON THE STATES QUALIFIED PRODUCTS LIST. (NON PROPRIETY). THE DETECTIBLE WARNING SURFACE SHALL BE GLUED ANDSCREWED IN PLACE.8. USE FDOT INDEX # 280 FOR THE INSTALLATION OF THE OUTFALL DRAINAGE PIPE

MAINTENANCE OF TRAFFIC:MOT SHALL CONFORM TO FDOT INDEX 613 MULTILANE, WORK WITHIN THE TRAVELWAY, MEDIAN OR OUTSIDE LANE.PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALSK INDEX 660 MIDBLOCK SIDEWALK CLOSURE.

DRIVEWAY NOTE:PROPOSED CONNECTION TO BE DESIGNED AND CONSTRUCTED PER FDOT STANDARD INDEX #515 RURAL URBAN RADIAL TURNOUT WITH CROSS SLOPE THAT MEETS THE REQUIREMENTSFOR "GENERAL APPLICATION", DESIGN OF THE MAXIMUM SIZE VEHICLE, MINIMUM INGRESS RADII OF 35' AND MINIMUM EGRESS RADII OF 25'.

FOR ASPHALT DRIVEWAY IN ROW USE BLACK BASE FOR CONSTRUCTION OF ACCESS. ASPHALT PLACED WITHIN THE STATE RIGHT OF WAY SHALL BE PLACED "FULL DEPTH", (2) 2" LIFTS OFSP 9.5. FOR CONCRETE MUST BE MIN 6" THICK CLASS 1 NON STRUCTURAL, 3000 PSI CONCRETE WITH FIBER MESH AS NOTE 11 INDICATES. ALL MATERIAL USED IN STATE ROW MUST BEFROM A STATE APPROVED PLANT.

CITY NOTES:

Trevor D. Howard, P.EState of Florida PE 59364Professional EngineerThis document has beenelectronically signed andsealed byTrevor Howard,P.E using a digitalsignature.

CONCRETE DUMPSTER PAD WITH 6' HIGHOPAQUE WALLS AND WOODEN GATES PER

CITY DETAIL.( DUMPSTER TO BE 3 YD CONTAINER ON

WHEELS

NEW 6" SAN CLEANOUT OVER EXISTINGLINE PER S30-30

Property Highlights:

• SEC of 4th St N & 72nd Ave N – Lighted intersection

• 0.36acres

• Adjacent to new Extra Space Storage Facility

• Permitted plans provide 4,049sf available for lease with 22 parking spaces. Owner will also build to suit.

• Strong permanent and daytime demographics

• Zoning: CCS-1

• AADT: 35,000 AADT

FOR LEASE, BUILD TO SUIT, OR SALE

7200 4th Street NorthSt. Petersburg, FL 33702

1 Mile 3 Mile 5 Mile

Total Population 15,121 94,110 199,402

Avg HH Income $65,315 $69,191 $67,686

Daytime Population 11,221 84,544 232,719

Justin BoudreauD 813 413 6704 M 727 656 7914justin@hybridgecre.com

119 North 11th Street, Suite 300BTampa, FL 33602O 813 413 6700 hybridgecre.com

72nd Ave N

4th

St N

35,0

00 A

AD

T

SURROUNDING RETAIL

7200 4th Street North St. Petersburg, FL 33702

Justin BoudreauD 813 413 6704 M 727 656 7914justin@hybridgecre.com

119 North 11th Street, Suite 300BTampa, FL 33602O 813 413 6700 hybridgecre.com

SiteSiteSITE

18'

10'

10'

SETB

ACK

SETBACK

41'

101'

4'

4,049 SFBUILDING

22 PARKINGSPACES

FFE = 9.3

115'

SID

EWAL

K

ccccc

REBU

ILD

& R

AISE

ISL

AND

NO U TURNSIGNAGE'

ONE WAY SIGNAGE'

41.5'

WB-40MIN RADIUS = 40 FT

72ND AVE NORTH

12'

8'

9'

18'18'

5'

10

SS ''6 SS ''6

6'' S

S

45'

45'

89'

30'

R29'

10'

10'

10'

THISBUILDINGWILL BEFLOODPROOFED

5' 5'

c

9'

18'

12'

Trev

or D

. How

ard,

P.E

. FL.

#59

364

Not

val

id u

nles

s si

gned

& e

mbo

ssed

by

a re

gist

ered

Eng

inee

r.

How

ard

Civi

l Eng

inee

ring

Cert

ifica

te o

f Au

thor

izat

ion

No.

967

1

DATE:

PROJ. MAN.:

JOB NO.

CAD FILE

SHEET NO.

CHECKED BY:

DRAWN BY:

----

0SCALE

REVISIONS

7200

4TH

STR

EET

NO

RTH

St P

eter

sbur

g, F

L

COPY

RIG

HT

© 20

13 H

OW

ARD

CIV

IL E

NG

INEE

RIN

G. N

ORE

PRO

DU

CTIO

N S

HAL

L BE

MAD

E W

ITH

OU

T TH

E PR

IOR

WRI

TTEN

CO

NSE

NT

OF

HO

WAR

D C

IVIL

EN

GIN

EERI

NG

, LLC

.H

OW

ARD

CIV

IL E

NG

INEE

RIN

G, L

LCLa

nd D

evel

opm

ent

Civi

l Eng

inee

rs11

1 2n

d Av

e N

E. S

t. P

eter

sbur

g, F

L. 33

701

Phon

e: 8

13.9

62.6

565

C-3

SITE

PLA

N

01/21/18 per City

20

SCALE 1" = 20'

SECTION A - A

METAL POSTWT. OF BLANK POST SHALL BE 2-2 1/2"#/FT.

SIGN DETAILN.T.S

WHITE BACKGROUND BLACKMESSAGE LETTERING

INTERNATIONAL SYMBOL OF ACCESS(SEE NOTE 5 ON SHEET NO. 1)

WHITE ON BLUE BACKGROUND

3/8" HOLES WITH HOLES DRILLED ON 1"CENTERS FULL LENGTH IN FULL LENGTH INMETAL POST. (MOUNT WITH 5/16" x 2 1/4"BOLTS, TOP AND BOTTOM OF SIGN)

CONTRACTOR ADA NOTICE:CONTRACTOR AND OWNER WILL BE HELD ACCOUNTABLE DURING CONSTRUCTION FOR ALL SITE IMPROVEMENT. COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODEIS MANDATORY. IF INCORRECT AT THE FINAL INSPECTION, CONTRACTOR WILL BE REQUIRED TO MODIFY CONSTRUCTION TO COMPLY WITH FBC. THE FOLLOWINGITEMS TAKE PRECEDENCE AND SUPERSEDE OTHER DETAILS ON PLANS:1. PARKING SPACE(S) SHALL BE 12' WIDE WITH WHITE STRIPING OUTER LINE, BLUE STRIPING INNER LINES. SECTION 11-4.6, FBC-B2. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST SAFELY ACCESSIBLE ROUTE OF TRAVEL

FROM ADJACENT H/C PARKING TO AN ACCESSIBE ENTRANCE, 11-4.6.2, FCB-B3. ACCESS AISLE(S) SHALL BE 5' WIDE WITH REQUIRED DIAGONAL STRIPING IN APPROVED BLUE MARKING PAINT. SECTION 11-4.6.3, FBC-B4. PARKING SPACE(S) AND ACCESS AISLE(S) SHALL BE LEVEL (NOT TO EXCEED 1:50 (2%) SLOPE IN ANY DIRECTION). 11-4.6.3, FBC-B5. APPROVED H/C SIGN AT PROPER MOUNTING HEIGHT (7' FROM GRADE PAVEMENT TO BOTTOM OF SIGN). SIGN SHALL INDICATE THE $250 FINE. SECTION 11-4.6.4,

FBC-B6. CURB RAMP SLOPES SHALL NOT TO EXCEED 1:12 (8.33%) SLOPE. RAMP SIDE SLOPES SHALL NOT EXCEED 1:12 (8.33%) SLOPE. CURB RAMPS SHALL NOT ENCROACH

ACCESS AISLE(S). CROSS SLOPES SHALL NOT EXCEED 1:50 (2%) SECTION 11-4.7, FBC-B7. ALL RAMPS OTHER THAN CURB RAMPS AS REFERENCED ABOVE SHALL COMPLY WITH THE DESIGN REQUIREMENTS OF SECTION 11-4.8, FBC-B8. ACCESSIBLE ROUTE TO “MAIN ENTRY” SHALL NOT EXCEED 1:20 (5%) SLOPE (UNLESS RAMPS PROVIDED) WITH CROSS SLOPE NOT IN EXCESS OF 1:50 (2%)9. ACCESSIBLE ROUTE “CONNECTING ALL BUILDINGS” ON THE SAME SITE SHALL NOT EXCEED 1:20 (5%) SLOPE (UNLESS RAMPS PROVIDED) WITH CROSS SLOPE NOT IN

EXCESS OF 1:50 (2%)10. ACCESSIBLE ROUTE TO “PUBLIC WAY” SHALL NOT EXCEED 1:20 (5%) SLOPE (UNLESS RAMPS PROVIDED) WITH CROSS SLOPE NOT IN EXCESS OF 1:50 (2%)11.CODE COMPLIANT DETECTABLE WARNINGS AT ALL VEHICULAR CROSSWALKS, AND AT LOCATIONS WHERE THE ACCESSIBLE ROUTE IS ADJACENT TO AND FLUSH WITH

THE VEHICULAR WAY. SECTION 11-4.29, FBC-B

NOTES:1. PROPOSED CONSTRUCTION START DATE: AUGUST 20192. ALL DISTURBED AREAS ON SITE AND WITHIN ROW SHALL BE SODDED IF NOT OTHERWISE MULCHED3. ANY DAMAGED SIDEWALK, CURB, OR PAVEMENT DURING CONSTRUCTION OR EXIST SIDEWALK IN DISREPAIRWITHIN RHE ROW AHALL BE REMOVED AND REPLACED,

COORDINATE WITH CITY STAFF.4. SOLID WASTE DISPOSAL PROVIDED BY COMPACTOR AND DUMPSTER.5. A RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK WITHIN THE ROW INCLUDING THE SIDEWALKS, CURB RAMPS, NEW DRIVEWAY AND ALLEY CONNECTIONS.

SUBMIT PERMIT PRIOR TO BEGINNING CONSTRUCTION ON THE SITE.6. ALL INSTALLED LIGHTING SHALL COMPLY WITH SECTION 16.40.070 OF THE ST. PETERSBURG CODE OF ORDINANCES.7. ALL SIDEWALKS, RAMPS, HANDRAILS AND OTHER PEDESTRIAN FACILITIES SHALL COMPLY WITH THE 2010 FLORIDA BUILDING CODE: ACCESSIBILITY, SIDEWALK

RUNNING SLOPE MAX: 5% (UNLESS HANDRAILS PROVIDED FOR MAX RUN OF 30 FEET WITHOUT LANDINGS, CROSS SLOPE NOT TO EXCEED 2%. CURB RAMP SLOPESNOT TO EXCEED 8.33% (1 IN 12)

8. INSTALL MAINTENANCE OF TRAFFIC CONTROLS DURING CONSTRUCTION WITHIN THE ROW. .9. ALL IMPROVEMENTS WITHIN SITE TRIANGLE AREAS SHALL COMPLY WITH ST. PETERSBURG LAND DEVELOPMENT CODE SECTION 16.40.160.1, NO OBJECTS,

STRUCTURES, OR LANDSCAPING ALLOWED THAT ARE GREATER THAN 36 INCHES IN HEIGHT.10.NO BUILDING OR OTHER OBSTRUCTIONS (INCLUDING EVES) SHALL BE ERECTED AND NO TREES OR SHRUBBERY SHALL BE PLANTED ON ANY EASEMENT OTHER THAN

FENCES, TREES, SHRUBBERY AND HEDGES OF A TYPE APPROVED BY THE CITY.11. CURB RAMP NOTE: ALL DETECTABLE WARNINGS FOR CURB RAMPS SHALL BE CAST IN PLACE, NOT GLUE OR SCREW DOWN, BRICK RED IN COLOR.

HANDICAP PARKING SIGN DETAILS

UTILITY NOTES:1. ALL METERS AND BACK FLOW PREVENTER DEVICES SHALL BE INSTALLED BY CITY PERSONNEL WITHIN BELOW GROUND VAULTS. COORDINATE WITH CITY WATER

RESOURCES DEPARTMENT, KELLY DONNELLY AT 727-892-5614.2. CONTRACTOR SHALL APPLY FOR SEPARATE CITY ENGINEERING PERMITS FOR THE SANITARY SEWER CONNECTION.

3. DAMAGE TO THE EXISTING CITY SANITARY SEWER MANHOLE INTERIOR OR PROTECTIVE COATINGS, DUE TO REMOVED PIPING AND/OR PIPING INSTALLATION, SHALL BE REPAIRED TO MEET CURRENT CITY STANDARDS (SINGLE 9 MILS COAT OF COAL TAR EPOXY "CARBOLINE 300M" REQUIRED ON ALL EXTERIOR SURFACES AND A 12" INSIDECOATING OF 100% PURE-FUSED CALCIUM ALUMINATE CEMENTITIOUS LINER "SEWPERCOAT"). AT THE DEVELOPER'S EXPENSE STRUCTURE LINING MAY BE REQUIRED IFTHE INTERIOR CONDITION OF THE EXISTING MANHOLE IS FOUND TO BE IN POOR CONDITION

4. THE CONTRACTOR MUST PULL ADDITIONAL AND SEPARATE CITY ENGINEERING RIGHT-OF-WAY (ROW) PERMITS FOR THE PROPOSED SITE SANITARY SEWER AND STORMSEWER CONNECTIONS TO PUBLIC MAINS; AS WELL AS FOR DRIVEWAY, CURB AND SIDEWALK WORK WITHIN THE CITY PUBLIC RIGHT-OF-WAY (ROW) OR EASEMENTS. THECONTRACTOR MUST SUBMIT 3 COPIES OF THE CITY APPROVED (ORIGINALS FROM CONSTRUCTION SERVICES AND PERMITIING WITH ALL CITY DEPARTMENT STAMPS) CIVILPLANS DIRECTLY TO THE CITY ENGINEERING DEPARTMENT. ALLOW A MINIMUM OF 15 BUSINESS DAYS FOR PERMIT PROCESSING AND ISSUANCE. THE CONTRACTOR WILL BEREQUIRED TO PROVIDE A CERTIFICATE OF INSURANCE (PER CURRENT CITY REQUIREMENTS) AND A PERFORMANCE BOND (IN THE AMOUNT OF THE WORK {DETAILED UNITCOST ESTIMATE REQUIRED} OR $15,000 -WHICHEVER IS GREATER) PRIOR TO ROW PERMIT ISSUANCE. FOR "DEVELOPMENT' PERMITS THE FEE IS $150 PLUS THE COST OFREQUIRED CITY TESTING AND INSPECTION OF ALL WORK WITHIN THE PUBLIC ROW WHICH WILL BE BILLED TO THE PERMIT APPLICANT MONTHLY. THE ROW PERMIT(S) MUSTBE OBTAINED PRIOR TO INITIATING ANY WORK WITHIN THE PUBLIC ROW OR A DOUBLE PERMIT FEE WILL APPLY. PLEASE DIRECT ALL QUESTIONS TO THE ENGINEERING ANDCAPITAL IMPROVEMENTS DEPARTMENT (PHONE 727-893- 7238 OR martha.hegenbarth@stpete.org).

UPON COMPLETION OF THE PERMIT WORK, AND PRIOR TO REQUESTING A FINAL CERTIFICATE OF OCCUPANCY OR COMPLETION, THE ENGINEER OF RECORD WILL NEED TO SUBMIT ASIGNED AND SEALED SITE CERTIFICATION LETTER (REFERENCING THE BUILDING PERMIT APPLICATION NUMBER AS WELL AS THE SITE ADDRESS) & TWO COMPLETE SETS OF SIGNEDAND SEALED CIVIL SITE AS BUILT RECORD DRAWINGS WHICH SHOW THE LOCATIONS AND INVERT ELEVATION OF ALL NEW AND MODIFIED SITE UTILITIES; FINAL PAVEMENT GRADES;BUILDING FLOOR ELEVATIONS; SIDEWALK ELEVATIONS; FINAL RETENTION POND CONFIGURATION, CONTROL STRUCTURE ELEVATIONS, POND TOP OF BANK AND POND BOTTOMELEVATIONS, ETC. TO ACCURATELY DOCUMENT THAT ALL CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE CITY APPROVED PLANS,SPECIFICALLY NOTING ANY DEVIATIONS. A SAMPLE SITE CERTIFICATION LETTER IS AVAILABLE UPON REQUEST FROM THE ENGINEERING AND CAPITAL IMPROVEMENTSDEPARTMENT (PHONE 727-893-7238 OR martha.hegenbarth@stpete.org).

6" 4,000 PSI CONCRETE WITHREINFORCED FIBRE MESH

24" STABILIZED SUBGRADECOMPACTED TO 95%

MODIFIED PROCTOR DENSITYASTM D 1557

DUMPSTER PAD DETAILS

W E

N

S

0 20

SCALE 1" = 20'

FDOT NOTES:

1. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL BE PERFORMED SUNDAY THROUGH THURSDAY 8:00 PM TO 5:30 AM2. USE STANDARD INDEX # 300, # 304 AND # 310 FOR THE CONSTRUCTION OF SIDEWALK, CURB AND MEET CURRENT ADA STANDARDS. ALL CONCRETE PLACED IN THE RIGHT-OF-WAYSHALL BE FROM AN FDOT CERTIFIED PLANT MEETING ALL THE MINIMUM REQUIREMENTS AS REFERENCED IN THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.CONCRETE MUST BE A MINIMUM OF 6" THICK, 2,500 LB CLASS 1 NON STRUCTURAL WITH FIBER MESH MATERIAL.3. ALL UTILITY CONNECTIONS SHALL BE HANDLED UNDER A SEPARATE UTILITY PERMIT OR GENERAL USE PERMIT.4. PROPOSED CONNECTION TO BE DESIGNED AND CONSTRUCTED PER FDOT STANDARD # 515 RURAL RADIAL TURNOUT WITH CROSS SLOPE THAT MEETS THE REQUIREMENTS FORGENERAL APPLICATION DESIGN FOR THE MAXIMUM SIZE VEHICLE, MINIMUM INGRESS RADII OF 35' AND MINIMUM EGRESS RADII OF 25'.5. ANY DAMAGED SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED.6. PRIOR TO THE REMOVAL OF ANY MATERIALS THE AREA MUST BE SAWCUT TO PREVENT ANY DAMAGE TO THE ROADWAY.7. DETECTIBLE WARNING SURFACE MATERIALS MUST BE ON THE STATES QUALIFIED PRODUCTS LIST. (NON PROPRIETY). THE DETECTIBLE WARNING SURFACE SHALL BE GLUED ANDSCREWED IN PLACE.8. USE FDOT INDEX # 280 FOR THE INSTALLATION OF THE OUTFALL DRAINAGE PIPE

MAINTENANCE OF TRAFFIC:MOT SHALL CONFORM TO FDOT INDEX 613 MULTILANE, WORK WITHIN THE TRAVELWAY, MEDIAN OR OUTSIDE LANE.PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALSK INDEX 660 MIDBLOCK SIDEWALK CLOSURE.

DRIVEWAY NOTE:PROPOSED CONNECTION TO BE DESIGNED AND CONSTRUCTED PER FDOT STANDARD INDEX #515 RURAL URBAN RADIAL TURNOUT WITH CROSS SLOPE THAT MEETS THE REQUIREMENTSFOR "GENERAL APPLICATION", DESIGN OF THE MAXIMUM SIZE VEHICLE, MINIMUM INGRESS RADII OF 35' AND MINIMUM EGRESS RADII OF 25'.

FOR ASPHALT DRIVEWAY IN ROW USE BLACK BASE FOR CONSTRUCTION OF ACCESS. ASPHALT PLACED WITHIN THE STATE RIGHT OF WAY SHALL BE PLACED "FULL DEPTH", (2) 2" LIFTS OFSP 9.5. FOR CONCRETE MUST BE MIN 6" THICK CLASS 1 NON STRUCTURAL, 3000 PSI CONCRETE WITH FIBER MESH AS NOTE 11 INDICATES. ALL MATERIAL USED IN STATE ROW MUST BEFROM A STATE APPROVED PLANT.

CITY NOTES:

Trevor D. Howard, P.EState of Florida PE 59364Professional EngineerThis document has beenelectronically signed andsealed byTrevor Howard,P.E using a digitalsignature.

CONCRETE DUMPSTER PAD WITH 6' HIGHOPAQUE WALLS AND WOODEN GATES PER

CITY DETAIL.( DUMPSTER TO BE 3 YD CONTAINER ON

WHEELS

NEW 6" SAN CLEANOUT OVER EXISTINGLINE PER S30-30

PERMITTED BUILDING PLAN

7200 4th Street North St. Petersburg, FL 33702

Justin BoudreauD 813 413 6704 M 727 656 7914justin@hybridgecre.com

119 North 11th Street, Suite 300BTampa, FL 33602O 813 413 6700 hybridgecre.com