US 41 EAST / 200 FT R/W FLORIDAN AVE. / 60 FT R/W 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 10.9' 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 .C03 FIRE PROTECTION SITE PLAN GENERAL DEVELOPMENT MASTER SITE PLAN & COMPLIANCE DATA CHART 17.05 .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 CONTINUED 17.05 .D03 COUNTY WATER DETAILS - SHEET ONE 17.05 .D04 17.05 .C01 INTENTIONALLY 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) US 41 E (TAMIAMI TRAIL EAST) C.R. 951 CARLTON STREET SHOLTZ STREET MARTIN STREET US 41 E (TAMIAMI TRAIL) FLORIDAN AVENUE PROJECT LOCATION Enlarged View: AERIAL / FLUCCS MAP PROJECT LOCATION NORTH Scale: 1:200 FT 17.05 .C06 SECTIONS SHEET 1 of 3 PROPOSED FIRE DEPARTMENT CONNECTION SECTIONS SHEET 3 of 3 17.05 .C06b DETAILS (PAVEMENT & MISCELLANEOUS STRUCTURES) 17.05 .D02 revisions: date: 01.22.18 sheet no: COLLIER COUNTY, FLORIDA client: project: drawing title: project location: designed project manager: checked approved drawing scale: by: by: for: LLS MRF MRF SDP PERMITTING DEVELOPMENT CONSULTANTS, ARCHITECTS, ENGINEERS AND PLANNERS MAILING ADDRESS: 145 CENTRAL AVENUE, NAPLES, FL. 34102 PLANNING DEVELOPMENT INC. 239/263-6934 phone 877/263-0535 fax [email protected]Architecture AA26002158 - ENGINEERING CA8450 OFFICE: 704 GOODLETTE ROAD, SUITE 240, NAPLES, FL 34102 CARL'S WHITE GLOVE PERSONAL STORAGE LLC Carl's - White Glove Personal Storage 13108 LIVINGSTON ROAD, SUITE 206 NAPLES, FLORIDA 34109 C/O JOSEPH L LINDSAY TITLE SHEET AS NOTED 2.44 ACRE SITE 200 FT x 531 FT 321 321 321 411 411 FPL #2 #1 #3 #6 DE #4 #5 #7 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.
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U
S
4
1
E
A
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T
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2
0
0
F
T
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/
W
F
L
O
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N
A
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6
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W
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
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.
AutoCAD SHX Text
A
AutoCAD SHX Text
1
AutoCAD SHX Text
T01
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
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
'2
0'
6'
20
'6
'2
0'
9'5'12'36'
27' 14.67'
10'
18
'
10
0'
18
'
17'
10
'1
5'
25
'
15
'
SIGN
15' SIGNAGE
SETBACK
R
5
0
'
R25'
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
60
' R
/W
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
15
0'
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'
17 F
T S
ET
BA
CK
25 FT SETBACK25 FT SETBACK
17 F
T S
ET
BA
CK
40 FT WIDE NON-EXCLUSIVE COUNTY DRAINAGE
EASEMENT (OR 4812 PAGES 1159-1161).
25 FT SETBACK
60
' 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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07.05.C02
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MA
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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
AutoCAD SHX Text
X
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5
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1" = 30'
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1
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C02
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DITCH
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DITCH
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N.T.S.
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4
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C02
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1" = 10'-0"
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3
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C02
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1" = 10'-0"
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4
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C02
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N.T.S.
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3
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C02
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PLAN
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SIGNAGE
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FINE
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$250 MAX
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PARKING BY
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DISABLED
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PERMIT
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ONLY
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24" X WIDTH OF SIDEWALK AT CURVE DETECTABLE WARNING MATT PER FBC ACCESSIBILITY CODE 406.8 SUBJECT TO 2016 FDOT REGULATION 49 CRF 37.21
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NORTH
CB 2
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
COLLIER COUNTY FIRE REVIEW.
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
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ON
S
TR
EE
T
60' R
IG
HT
O
F W
AY
SH
OLT
Z S
TR
EE
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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 ACENUE
RESTRICTED TO EMERGENCY USE
ONLY
PIPE BOLLARD FOR
GATED EMERGENCY
SERVICES ACCESS
SIDEWALK
OFFICE
EXISTING 6 FT WIDE CONCRETE SIDEWALK
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FIRE PROTECTION
TO BUILDING
6" FIRE MAIN
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
1" = 30'
AutoCAD SHX Text
1
AutoCAD SHX Text
C03
AutoCAD SHX Text
N.T.S. Schematic Only See Plan
AutoCAD SHX Text
2
AutoCAD SHX Text
C03
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
3
AutoCAD SHX Text
C03
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% MIN SLOPE
EXISTING 6" (AC) WATER MAIN
NEW 1 1/2" HOT TAP BY PUBLIC UTILITY
1" DOUBLE CHECK BACKFLOW
PREVENTOR;SEE NOTE 20
1"
POTABLE
WATER
ENTRANCE
PROVIDE
TEMPORARY
BACTERIAL
SAMPLE
POINT
PROPOSED 6"
COMPACT
DOUBLE
CHECK
BACKFLOW
PREVENTOR
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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sheet no:
CO
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clie
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pro
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pro
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designed
project
manager:
checked
approved
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scale:
by:
by:
for:
LL
S
MR
F
MR
F
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60
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sheet no:
CO
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clie
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pro
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dra
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designed
project
manager:
checked
approved
draw
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scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
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239/263-6934 phone 877/263-0535 fax m
fernandez@
planningdevelopm
entinc.com
Arch
ite
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A
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60
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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
NEW 2" HOT TAP BY PUBLIC UTILITY
FOR IRRIGATION; SEE SHEET IR-1
OT 1
U.S. 41 ( TAMIAMI TRAIL )
FLORIDAN AVENUE
60' PUBLIC RIGHT OF WAY
200' PUBLIC RIGHT OF WAY
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
1" = 30'
AutoCAD SHX Text
1
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C04
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1/8D,4"MIN.
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UNDER BARREL
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12"
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12"
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%%UBEDDING DETAILS
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SHAPED BOTTOM
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NOT RECOMMENDED
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CONCRETE
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BACKFILL
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LEGEND
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BACKFILL
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MATERIAL
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PLAIN OR REINFORCED
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COMPACTED GRANULAR
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LIGHTLY COMPACTED
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FINE GRANULAR FILL
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LOOSE BACKFILL
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CAREFULLY TAMPED
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0.5D
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CLASS D
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FLAT BOTTOM
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IMPERMISSIBLE
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BEDDING NOT
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RECOMMENDED
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1/6D MIN.
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CLASS C
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GRANULAR BEDDING
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OR D+8"
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W = 36"
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CRADLE
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CONCRETE
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SHAPED BOTTOM
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WITH TAMPED BACKFILL
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D
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0.6D
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12"
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D
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1/4D
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D
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CLASS B
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CLASS A
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12"
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COMPACTED GRANULAR
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BEDDING
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D
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CONCRETE ARCH
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12"
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1/4D MIN.
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1/4D,4"MIN.
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12"
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D
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12"
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W = 36"
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OR D+8"
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%%UTHRUST BLOCKING DETAILS
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%%UREDUCERS%%U
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PLUG
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PRESSURE TREATED WOOD
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BEARING AREA
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PLUG
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#5 REBAR
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BEARING AREA
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%%UCROSS TEE WITH PLUG%%U
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%%UTAPPED TEE WITH PLUG%%U
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3/4" PLYWOOD
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BEARING AREA
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NOTES:
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%%UOFFSET%%U
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22 1/2
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5
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3
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1
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2
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1
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1
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BEND
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45
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90
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4
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2
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1
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7
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4
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1
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BEND
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BEND
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& PLUGS
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VALVES
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BEARING AREA
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16
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9
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12
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7
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3
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5
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34
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24
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13
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10
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12
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6
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9
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20
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12
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16
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24
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17
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34
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20
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TEES
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PIPE
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5
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1
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3
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6"
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4"
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8"
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SIZE
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%%uVERTICAL BEND%%U
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16
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12
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8
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16"
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10"
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12"
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34
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24
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20"
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24"
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MINIMUM BEARING AREAS IN SQUARE FEET FOR THRUST BLOCKS
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TYPICAL THRUST BLOCKS
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WIDTH
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TRENCH
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CROSS TEE
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TYPICAL SECTION
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BEARING AREA
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UNDISTURBED SOIL
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BEARING AREA
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TEE
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WYE
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BEARING AREA
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BEARING AREA
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PRESSURE
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PLUG
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TREATED BOARD
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%%133"-%%132" PLYWOOD
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BEARING AREA
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TEE WITH PLUG
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TO UNDISTURBED SOIL.
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HAS BEEN DISTURBED, EXCAVATE LOOSE SOIL AND EXTEND THRUST BLOCK
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3. POUR THRUST BLOCKS AGAINST UNDISTURBED SOIL WHERE TRENCH WALL
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2. PLACE BOARD IN FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCKS.
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4. IN BACK FILLING, ANY MUCK ENCOUNTERED SHALL BE REMOVED AND
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1. ON BENDS AND TEES, EXTEND THRUST BLOCKS FULL LENGTH.
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AND LINE PRESSURE OF 150 P.S.I..
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6. THRUST BLOCK AREAS BASED ON SOIL BEARING LOAD OF 2000 P.S.F.
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5. BACK FILL MATERIAL SHALL NOT INCLUDE ROCK OR BOULDERS.
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REPLACED WITH ACCEPTABLE MATERIAL.
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BEARING AREA
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BEND
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EDGE OF CROSS CUT
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%%133"-%%132" PLYWOOD
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(SEE W-3)
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6" GATE VALVE
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ANCHOR TEES
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STAINLESS STEEL TIE RODS
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WATER MAIN
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WITH ANCHORAGE
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STAINLESS STEEL TIE RODS
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CONC. THRUST BLOCK
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W/ #4 REBAR.(TYP.)
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24" X 24" CONCRETE
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HYDRANT BREAK SLAB
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6" GATE VALVE
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FIRE HYDRANT
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CONC. THRUST BLOCK
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WITH ANCHORAGE
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ANCHOR HYDRANT TEES
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%%uHYDRANT TEES
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WATER MAIN
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CONC. THRUST BLOCK
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W/ #4 REBAR.(TYP.)
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HYDRANT BREAK SLAB
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24" X 24" CONCRETE
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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SECTION
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CB 2
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SECTIONSECTION
SECTION
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40 FT WIDE NON-EXCLUSIVE COUNTY DRAINAGE
EASEMENT (OR 4812 PAGES 1159-1161).
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' (MINIMUM BERM ELEVATION)
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 6.25 18 C
SW 6.00 18
6 8.75 NW 6.75 18 C
7 7.50 SE 6.25 18 C
NE 6.00 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
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
OT 4
CB 5
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9.00
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7.30
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7.30
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4.00
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4.00
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7.00
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8.50
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8.98
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8.82
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8.30
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match
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match
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9.37
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3.6
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5.1
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4.0
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6.2
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8.28
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8.31
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8.30
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8.32
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8.33
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8.32
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7.00
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4.00
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7.30
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7.50
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flush
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2.2
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0.2
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flush
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flush
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7.10
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5
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06a
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6
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06a
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4
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06a
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7.50
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4.00
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7.50
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4.00
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7.00
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7.50
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8.50
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8.42
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8.70
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8.98
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8.75
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8.95
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7.00
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4.00
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7.00
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7.50
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7.72
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7.10
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7.50
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8.75
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8.75
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7.50
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7.50
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8.93
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8.93
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7.50
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7.75
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8.75
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MODIFY TO BE COMPLIANT WITH FDOT PUBLIC SIDEWALK INDEX# 304 INCLUDING
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DETECTABLE WARNING STRIP APPLICABLE TO BOTH SIDES OF DRIVEWAY
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XX.XX
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1" = 30'
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1
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C05
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2
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C05
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EDGE OF PAVEMENT
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U.S. 41 ( TAMIAMI TRAIL )
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FLORIDAN AVENUE
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60' PUBLIC RIGHT OF WAY
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200' PUBLIC RIGHT OF WAY
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90' 4' x 8' REINFORCED BOX CULVERT @ 0%
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DUMPSTER
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AREA
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NORTH
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TRANSITION SIDEWALK OVER 10 FT.
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TYPE "D" CURB
AutoCAD SHX Text
TYPE "D" CURB
AutoCAD SHX Text
TYPE "D" CURB
AutoCAD SHX Text
CULVERT TERMINATION SHALL BE IN ACCORDANCE WITH FDOT INDEX NO. 290
AutoCAD SHX Text
CULVERT TERMINATION SHALL BE IN ACCORDANCE WITH FDOT INDEX NO. 290
AutoCAD SHX Text
TYPE "D" CURB
AutoCAD SHX Text
EXISTING DRAINAGE DITCH
AutoCAD SHX Text
REMOVE EXISTING HEADWALL, CATCH BASINS AND STORM SEWERS AS REQUIRED
AutoCAD SHX Text
DRY DETENTION AREA
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
EXISTING 6 FT WIDE CONCRETE SIDEWALK
AutoCAD SHX Text
VEHICULAR TRAVEL LANE
AutoCAD SHX Text
EXISTING DRAINAGE DITCH
AutoCAD SHX Text
EXISTING 6 FT WIDE CONCRETE SIDEWALK
AutoCAD SHX Text
EXISTING 6 FT WIDE CONCRETE SIDEWALK
AutoCAD SHX Text
EXISTING 6 FT WIDE CONCRETE SIDEWALK
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
07.05.C06
re
visio
ns:
da
te
:
01
.2
2.1
8
sheet no:
CO
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project
manager:
checked
approved
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ing
scale:
by:
by:
for:
LL
S
MR
F
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:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
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Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
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MIT
TIN
G
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PM
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SU
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IN
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A
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L. 34102
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fernandez@
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entinc.com
Arch
ite
ctu
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A
A2
60
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15
8 - E
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IN
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AutoCAD SHX Text
1" = 4'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
C06
AutoCAD SHX Text
1" = 4'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
C06
AutoCAD SHX Text
7.0
AutoCAD SHX Text
7.5
AutoCAD SHX Text
match
AutoCAD SHX Text
3.7
AutoCAD SHX Text
2.1
AutoCAD SHX Text
6.3
AutoCAD SHX Text
7.0
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
1.7
AutoCAD SHX Text
2.0
AutoCAD SHX Text
7.0
AutoCAD SHX Text
6.5
AutoCAD SHX Text
8.32
AutoCAD SHX Text
7.9
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
7.5
AutoCAD SHX Text
9.0
AutoCAD SHX Text
4.5
AutoCAD SHX Text
match
AutoCAD SHX Text
1" = 4'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
C06
AutoCAD SHX Text
4.0
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
5.5
AutoCAD SHX Text
match
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
E 6
0 F
T. R
/W
ED
GE
O
F P
AV
EM
EN
T
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
re
visio
ns:
da
te
:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
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RC
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EC
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, E
NG
IN
EE
RS
A
ND
P
LA
NN
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S
MA
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DD
RE
SS
: 145 C
EN
TR
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S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
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LLC
Carl's - W
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love P
ersonal S
torage
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UIT
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L
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re
visio
ns:
da
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:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
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, E
NG
IN
EE
RS
A
ND
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LA
NN
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S
MA
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G A
DD
RE
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: 145 C
EN
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NU
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S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
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LLC
Carl's - W
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torage
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AutoCAD SHX Text
7.0
AutoCAD SHX Text
7.50
AutoCAD SHX Text
4.36
AutoCAD SHX Text
4.42
AutoCAD SHX Text
4.75
AutoCAD SHX Text
4.62
AutoCAD SHX Text
3.4
AutoCAD SHX Text
match
AutoCAD SHX Text
5.11
AutoCAD SHX Text
4.38
AutoCAD SHX Text
4.84
AutoCAD SHX Text
5.04
AutoCAD SHX Text
2.7
AutoCAD SHX Text
match
AutoCAD SHX Text
8.32
AutoCAD SHX Text
7.9
AutoCAD SHX Text
4.09
AutoCAD SHX Text
4.68
AutoCAD SHX Text
4.15
AutoCAD SHX Text
4.35
AutoCAD SHX Text
3.5
AutoCAD SHX Text
7.5
AutoCAD SHX Text
9.0
AutoCAD SHX Text
6.25
AutoCAD SHX Text
5.75
AutoCAD SHX Text
match
AutoCAD SHX Text
1" = 4'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
C06a
AutoCAD SHX Text
1" = 4'-0"
AutoCAD SHX Text
5
AutoCAD SHX Text
C06a
AutoCAD SHX Text
1" = 4'-0"
AutoCAD SHX Text
6
AutoCAD SHX Text
C06a
AutoCAD SHX Text
4,00
AutoCAD SHX Text
7.50
AutoCAD SHX Text
8.00
AutoCAD SHX Text
PROPOSED GRADE
AutoCAD SHX Text
EXISTING ELEVATIONS
AutoCAD SHX Text
SECTION LEGEND
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPOSED ELEVATIONS
AutoCAD SHX Text
11.4
AutoCAD SHX Text
12.8
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
10 FT WIDE
LDC TYPE A
BUFFER REQUIRED
17 FT WIDE
LDC TYPE A
BUFFER PROVIDED
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
O
F T
HR
EE
07.05.C06.b
re
visio
ns:
da
te
:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
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NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
DLE
TT
E R
OA
D, S
UIT
E 240, N
AP
LE
S, F
L 34102
CA
RL'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
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
N
AP
LE
S, F
LO
RID
A 3
41
09
C/O
JO
SE
PH
L
L
IN
DS
AY
re
visio
ns:
da
te
:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
DLE
TT
E R
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D, S
UIT
E 240, N
AP
LE
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Carl's - W
hite G
love P
ersonal S
torage
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AutoCAD SHX Text
7.0
AutoCAD SHX Text
4.0
AutoCAD SHX Text
7.0
AutoCAD SHX Text
7.30
AutoCAD SHX Text
7.72
AutoCAD SHX Text
match
AutoCAD SHX Text
1" = 4'-0"
AutoCAD SHX Text
7
AutoCAD SHX Text
C06b
AutoCAD SHX Text
7.5
AutoCAD SHX Text
5.50
AutoCAD SHX Text
1" = 4'-0"
AutoCAD SHX Text
8
AutoCAD SHX Text
C06b
AutoCAD SHX Text
match
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9.0
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4.0
AutoCAD SHX Text
7.5
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5.0
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12.8
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
60
' R
/W
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).
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).
07.05.C07
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sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
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ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
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TIN
G
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PM
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ON
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IN
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A
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: 145 C
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L. 34102
PLA
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IN
G D
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PM
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T IN
C.
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
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E 240, N
AP
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L 34102
CA
RL'S
W
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LO
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P
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L S
TO
RA
GE
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
N
AP
LE
S, F
LO
RID
A 3
41
09
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JO
SE
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L
L
IN
DS
AY
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visio
ns:
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te
:
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2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
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ELO
PM
EN
T IN
C.
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
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FIC
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DLE
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D, S
UIT
E 240, N
AP
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S, F
L 34102
CA
RL'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
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
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N
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LE
S, F
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ED
AutoCAD SHX Text
INSTALL ENVIRO FENCE OR SILT FENCE AS WARRANTED. BARRIER SHALL REMAIN IN PLACE UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE SEE DRAWING D01.
AutoCAD SHX Text
INSTALL ENVIRO FENCE OR SILT FENCE AS WARRANTED. BARRIER SHALL REMAIN IN PLACE UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE SEE DRAWING D01.
AutoCAD SHX Text
1" = 30'
AutoCAD SHX Text
1
AutoCAD SHX Text
C07
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
PROVIDE EROSION CONTROL AT ALL CATCH BASINS SEE DETAIL DWG. D01
AutoCAD SHX Text
DRY DETENTION AREA
AutoCAD SHX Text
THREE (3) STORIES OF STORAGE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PROVIDE EROSION CONTROL AT ALL CATCH BASINS SEE DETAIL DWG. D01
DE
TA
IL
S
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
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
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DLE
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D, S
UIT
E 240, N
AP
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S, F
L 34102
CA
RL'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
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
N
AP
LE
S, F
LO
RID
A 3
41
09
C/O
JO
SE
PH
L
L
IN
DS
AY
re
visio
ns:
da
te
:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
DLE
TT
E R
OA
D, S
UIT
E 240, N
AP
LE
S, F
L 34102
CA
RL'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
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
N
AP
LE
S, F
LO
RID
A 3
41
09
C/O
JO
SE
PH
L
L
IN
DS
AY
AS
N
OT
ED
AutoCAD SHX Text
T / CB ELV. 6.75'
AutoCAD SHX Text
ELV. 3.00
AutoCAD SHX Text
3" PVC ORIFICEINVERT 2.00'
AutoCAD SHX Text
SUMP - LINED WITH RIPRAP OVER FABRIC
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
ORIFICE
AutoCAD SHX Text
8- 5/8" EXPANSION BOLTS EACH SIDE
AutoCAD SHX Text
3x3x1/4"x5'-0" ANGLE
AutoCAD SHX Text
18" X 5'-0"CORRIGATED METAL PIPE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
9
AutoCAD SHX Text
D02
AutoCAD SHX Text
12" STABILIZED SUBGRADE
AutoCAD SHX Text
PROOF COMPACT
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
6" LIMEROCK
AutoCAD SHX Text
6" LIMEROCK
AutoCAD SHX Text
C.M.P. BAFFLE
AutoCAD SHX Text
ELV. 2,75'
AutoCAD SHX Text
18" R.C.P.
AutoCAD SHX Text
TYPE "C"
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
SEE DETAIL
AutoCAD SHX Text
ABOVE
AutoCAD SHX Text
18" R.C.P.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
(2) PVC ORIFICE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
%%U CONTROL STRUCTURE "CS-1"%%U (ALSO SEE DETAIL 8 SHEET D02)
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
1
AutoCAD SHX Text
D02
AutoCAD SHX Text
1" = 2'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
D02
AutoCAD SHX Text
CONCRETE (3000 PSI)
AutoCAD SHX Text
STABILIZED SUBGRADE LBR 100
AutoCAD SHX Text
NOTES 1. EXPANSION JOINTS AT 60' C/C. 2. TOOLED CONTRACTION JOINTS TO MATCH SIDEWALK WIDTH (10' MAX).
AutoCAD SHX Text
PROOF TAMP SUBBASE
AutoCAD SHX Text
STIFF BROOM FINISH
AutoCAD SHX Text
TOOLED EDGE
AutoCAD SHX Text
6" CONCRETE PAVEMENT
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
6x6 - 6x6 WWF
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
4
AutoCAD SHX Text
D02
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
PROOF COMPACT
AutoCAD SHX Text
1 1/2" ASPHALT TYPE S-1
AutoCAD SHX Text
12" STABILIZED SUBGRADE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
5
AutoCAD SHX Text
D02
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%%u SECTION B-B
AutoCAD SHX Text
%%u SECTION A-A
AutoCAD SHX Text
%%u PLAN
AutoCAD SHX Text
D02
AutoCAD SHX Text
D02
AutoCAD SHX Text
D02
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D02
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
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B
AutoCAD SHX Text
5'-10"
AutoCAD SHX Text
4'-3"
AutoCAD SHX Text
CATCH BASIN DATA
AutoCAD SHX Text
2"
AutoCAD SHX Text
CLR.
AutoCAD SHX Text
GRATE
AutoCAD SHX Text
8"
AutoCAD SHX Text
#5 BARS @ 12" CTRS.
AutoCAD SHX Text
(BOTH WAYS)
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
2"
AutoCAD SHX Text
8"
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5 3/4"
AutoCAD SHX Text
C
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D
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C
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L
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8"
AutoCAD SHX Text
A
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B
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C
AutoCAD SHX Text
8"
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2 1/4 "
AutoCAD SHX Text
L
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5 3/4"
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4'-4"
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E
AutoCAD SHX Text
3'-0"
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3'-4"
AutoCAD SHX Text
A
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TYPE
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C
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C
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B
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2'-0"
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SURVEY CONTROL PT.
AutoCAD SHX Text
(GOOD FOR C & D & E)
AutoCAD SHX Text
2 1/4"
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8"
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GRATE ELEV. **
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
SIZE **
AutoCAD SHX Text
INVERT **
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
GRATE
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4'-6"
AutoCAD SHX Text
6300
AutoCAD SHX Text
USF GRATE
AutoCAD SHX Text
NO. OR A.E.
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D
AutoCAD SHX Text
3'-1"
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6210
AutoCAD SHX Text
12" MIN
AutoCAD SHX Text
** SEE DRAINAGE
AutoCAD SHX Text
STRUCTURE
AutoCAD SHX Text
SCHEDULE
AutoCAD SHX Text
12" MIN
AutoCAD SHX Text
8"
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VARIES
AutoCAD SHX Text
2"
AutoCAD SHX Text
ELV. 1.0
AutoCAD SHX Text
TYPE D
AutoCAD SHX Text
*
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TAPER CURB
AutoCAD SHX Text
JOINT SEAL
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
2"R
AutoCAD SHX Text
5"
AutoCAD SHX Text
1/2"
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6"
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8"
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1"R
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JOINT FILLER
AutoCAD SHX Text
PREFORMED
AutoCAD SHX Text
JOINT AND
AutoCAD SHX Text
1/2" EXP.
AutoCAD SHX Text
1'-5 1/2"
AutoCAD SHX Text
TAPERED END CURB DETAIL
AutoCAD SHX Text
3-0"
AutoCAD SHX Text
6"
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
1" = 1'-0" U.N.
AutoCAD SHX Text
10
AutoCAD SHX Text
D02
AutoCAD SHX Text
WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6 INCHES, UNLESS OTHERWISE SHOWN ON PLANS.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
%%U TYPE "S" INLET
AutoCAD SHX Text
CONTROL STRUCTURE
AutoCAD SHX Text
SUMP - LINED WITH RIPRAP OVER FABRIC - MAINTAIN ONE FOOT CLEARANCE FROM BAFFLE
AutoCAD SHX Text
ORIFICE INVERT
AutoCAD SHX Text
18" X TOP GRATE ELEV.CORRUGATED METAL PIPE
AutoCAD SHX Text
ORIFICE
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
ELV. 3.0'
AutoCAD SHX Text
ELV. 4.0'
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
3
AutoCAD SHX Text
D02
AutoCAD SHX Text
1% CROSS SLOPE
AutoCAD SHX Text
TOOLED EDGE
AutoCAD SHX Text
6" CONC. SIDEWALK REFINF. W/ 6X6 W1.4 X W1.4 WWM OVER COMPACTED FILL
AutoCAD SHX Text
THICKENED EDGE REINFORCED W/ (1) #5 BAR CONT.
AutoCAD SHX Text
TOP OF PAVEMENT VARIES - SEE GRADING PLAN
AutoCAD SHX Text
INVERT SEE PLAN
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
R.C.P. STORM SEWER SEE PLAN FOR DIAMETER
AutoCAD SHX Text
FIBER REINFORCED CONCRETE EXTEND 12" EACH SIDE OF PIPE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
10
AutoCAD SHX Text
D02
AutoCAD SHX Text
SLOPE OF MITERED END SHALL MATCH GRADE TRANSITION
AutoCAD SHX Text
2:1 MAX
AutoCAD SHX Text
1/4" = 1' - 0"
AutoCAD SHX Text
6
AutoCAD SHX Text
C01
AutoCAD SHX Text
6" DIAMETER SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE. PIPE TO BE PRIMED TO SEAL SURFACE AND PAINTED WITH HIGH VISIBILITY PAINT ("TRAFFIC YELLOW", OR COUNTY APPROVED EQUAL)
AutoCAD SHX Text
ROUNDED CAP
AutoCAD SHX Text
SLOPE CONCRETE FROM 1" ABOVE FINISHED GRADE
AutoCAD SHX Text
GROUND LEVEL
AutoCAD SHX Text
CONCRETE, 2500 PSI PER STANDARDS SPECIFICATION 033100
AutoCAD SHX Text
UNDISTURBED SOIL
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:
da
te
:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
DLE
TT
E R
OA
D, S
UIT
E 240, N
AP
LE
S, F
L 34102
CA
RL'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
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
N
AP
LE
S, F
LO
RID
A 3
41
09
C/O
JO
SE
PH
L
L
IN
DS
AY
re
visio
ns:
da
te
:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
DLE
TT
E R
OA
D, S
UIT
E 240, N
AP
LE
S, F
L 34102
CA
RL'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
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
N
AP
LE
S, F
LO
RID
A 3
41
09
C/O
JO
SE
PH
L
L
IN
DS
AY
AS
N
OT
ED
AutoCAD SHX Text
N.T.S.
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3
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D03
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9"
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DIMENSIONS
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OPENING
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WALL
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FOOTING
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D
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AREA
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SQ. FT.
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15"
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1.2
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3'-11"
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G
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H
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2'-3"
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K
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1'-5"
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F
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1'-3"
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J
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2'-7"
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INLET
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CONC. PIPE
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OUTLET
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C.M. PIPE
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OUTLET
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INLET
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.68
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TOTAL CU. YDS.
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CONC. 3000 P.S.I.
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0.8
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0.7
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0.82
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1.03
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0.89
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1.0
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.86
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2'-11"
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1'-3"
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1'-9"
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2'-6"
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4'-7"
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1.8
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18"
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1.63
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1.45
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1.58
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1.39
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3'-8"
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1'-6"
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2'-6"
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3'-0"
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5'-10"
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3.1
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24"
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2.28
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2.05
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2.2
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1.98
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4'-5"
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1'-6"
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3'-3"
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3'-6"
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7'-1"
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4.9
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30"
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3.11
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2.85
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3.01
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2.74
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5'-2"
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1'-9"
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4'-0"
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4'-0"
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8'-4"
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7.1
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36"
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48"
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12.6
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10'-10"
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5'-0"
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5'-6"
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2'-0"
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6'-8"
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4.75
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5.1
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4.93
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5.28
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42"
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9.6
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9'-7"
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4'-6"
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4'-9"
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2'-0"
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5'-11"
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3.63
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3.94
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3.77
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4.08
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QUANTITIES IN ONE ENDWALL
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TABLE OF DIMENSIONS & ESTIMATED QUANTITIES
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PIPE CULVERT ENDWALLS WITH L-TYPE WINGS
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6"
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6"
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10"
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10"
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STEEL TIE BAR
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%%USECTION RR
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TRANSITION SLOPE
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LOC. REF
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FRONT SLOPE
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4"
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FOR OUTLET
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END ONLY
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4"
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9"
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STEEL TIE BAR
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R
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R
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%%UFRONT ELEVATION
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%%UPLAN VIEW
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N.T.S.
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1
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D03
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CONC.
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TYPE D CURB
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SIDEWALK
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3 FT TRANSITION
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TRANSITON
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SLOPE
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RAMP
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N.T.S.
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%%uPLAN VIEW
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DETECTABLE WARNING
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N.T.S.
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2
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D03
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SEE DETAIL "D"
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SEE DETAIL "D"
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DEPTH OF FILL (DO NOT USE UPPER OR LOWER POINTS IN NORMAL OR SUPERELEVATED ROADWAY SECTIONS UNLESS SO DIRECTED BY THE BUREAU OF STRUCTURES.)
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X
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I
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SIDE SLOPE X:I
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CENTER OF TRAFFIC LANES
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50 MIN.
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150 MAX.
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%%USECTION NORMAL TO CULVERT
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CONSTRUCTION JOINT
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CONSTRUCTION JOINT (SEE ART. 400-7.16)
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N
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N
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%%UFRONT ELEVATION
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%%USECTION N-N
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%%UPLAN VIEW
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GENERAL NOTES:
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AREA
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SQ.FT.
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D
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H
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G
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L
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M
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F
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15"
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18"
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24"
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30"
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36"
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42"
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48"
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1.2
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1.8
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3.1
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4.9
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7.1
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9.6
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12.6
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2'-3"
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2'-6"
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3'-0"
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3'-6"
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4'-0"
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4'-6"
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5'-0"
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3'-7"
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3'-10"
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4'-4"
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4'-10"
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5'-4"
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5'-10"
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6'-4"
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1'-0"
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1'-2"
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1'-5"
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1'-9"
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2'-0"
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2'-3"
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2'-6"
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1'-3"
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1'-7"
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2'-1"
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2'-5"
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2'-11"
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3'-6"
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4'-0"
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1'-3"
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1'-3"
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1'-4"
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1'-6"
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1'-8"
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2'-0"
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2'-0"
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OPENING
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WALL
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FOOTING
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DIMENSIONS
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CONCRETE ENDWALL WITH 45%%D WINGS FOR PIPE CULVERTS
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TRANSITION SLOPE
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LOC. REF
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FRONT SLOPE
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1. WINGED CONRETE ENDWALLS ARE INTENDED WINGED CONRETE ENDWALLS ARE INTENDED FOR USE OUTSIDE THE CLEAR ZONE. 2. CHAMFER ALL EXPOSED EDGES 3/4". CHAMFER ALL EXPOSED EDGES 3/4". 3. CONCRETE MEETING THE REQUIREMENTS OF CONCRETE MEETING THE REQUIREMENTS OF ASTM C-478 (4000 PSI) MAY BE USED IN LIEU OF CLASS I CONCRETE IN PRECAST UNITS MANUFACTURED IN PLANTS WHICH ARE UNDER THE STANDARD OPERATING PROCEDURES FOR THE INSPECTION OF PRECAST DRAINAGE PRODUCTS.
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10"
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4"
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4"
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10"
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SEE DETAIL "E"
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SEE DETAIL "F"
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WINGWALL FOOTING WIDTH
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%%UPART PLAN BOTTOM SLAB
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L
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C
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CULVERT
AutoCAD SHX Text
L
AutoCAD SHX Text
C
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%%UPART PLAN TOP SLAB
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SEE DETAIL "B"
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1.5
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1.0
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%%UEND ELEVATION
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SLOPE OF BACKFILL
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6"
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C
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C
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6"
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1/2" V-GROOVE AT CONSTRUCTION JOINT IN VERTICAL FACE OF WINGWALL ONLY.
AutoCAD SHX Text
L
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C
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%%UDETAIL "B"
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%%UDETAIL C-C
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%%UDETAIL "D"
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(TYP.)
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%%UDETAIL "E"
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6"
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6"
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%%UDETAIL "F"
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6"
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6"
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%%UPART PLAN AT END OF CULVERT
PE 54198
Larry L. Smith, P.E.
DE
TA
IL
S - S
HE
ET
1
CO
UN
TY
W
AT
ER
07.05.D04
re
visio
ns:
da
te
:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
DLE
TT
E R
OA
D, S
UIT
E 240, N
AP
LE
S, F
L 34102
CA
RL'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
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
N
AP
LE
S, F
LO
RID
A 3
41
09
C/O
JO
SE
PH
L
L
IN
DS
AY
re
visio
ns:
da
te
:
01
.2
2.1
8
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LL
S
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
C.
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
DLE
TT
E R
OA
D, S
UIT
E 240, N
AP
LE
S, F
L 34102
CA
RL'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
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
N
AP
LE
S, F
LO
RID
A 3
41
09
C/O
JO
SE
PH
L
L
IN
DS
AY
AS
N
OT
ED
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
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LLS
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
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
DLE
TT
E R
OA
D, S
UIT
E 240, N
AP
LE
S, F
L 34102
CA
RL
'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
LL
C
Carl's - W
hite G
love P
ersonal S
torage
13108 LIV
IN
GS
TO
N R
OA
D, S
UIT
E 206 N
AP
LE
S, F
LO
RID
A 34109
C/O
JO
SE
PH
L LIN
DS
AY
revisions:
date:
01.22.18
sheet no:
CO
LLIE
R C
OU
NT
Y, F
LO
RID
A
clie
nt:
pro
je
ct:
dra
win
g title
:
pro
je
ct lo
ca
tio
n:
designed
project
manager:
checked
approved
draw
ing
scale:
by:
by:
for:
LLS
MR
F
MR
F
SD
P P
ER
MIT
TIN
G
DE
VE
LO
PM
EN
T C
ON
SU
LT
AN
TS
, A
RC
HIT
EC
TS
, E
NG
IN
EE
RS
A
ND
P
LA
NN
ER
S
MA
ILIN
G A
DD
RE
SS
: 145 C
EN
TR
AL A
VE
NU
E, N
AP
LE
S, F
L. 34102
PLA
NN
IN
G D
EV
ELO
PM
EN
T IN
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
DLE
TT
E R
OA
D, S
UIT
E 240, N
AP
LE
S, F
L 34102
CA
RL
'S
W
HIT
E G
LO
VE
P
ER
SO
NA
L S
TO
RA
GE
LL
C
Carl's - W
hite G
love P
ersonal S
torage
13108 LIV
IN
GS
TO
N R
OA
D, S
UIT
E 206 N
AP
LE
S, F
LO
RID
A 34109
C/O
JO
SE
PH
L LIN
DS
AY
AS
N
OT
ED
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
%%UTYPICAL VALVE SETTING DETAIL
AutoCAD SHX Text
G-7
AutoCAD SHX Text
%%UPIPE CONFLICT DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
%%UPIPE SEPARATION DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
%%UBACKFILL DETAIL
AutoCAD SHX Text
%%UUNPAVED AREA TRENCH
AutoCAD SHX Text
%%UPAVED AREA TRENCH RESTORATION DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
UNDISTURBED AREA
AutoCAD SHX Text
UNDISTURBED AREA
AutoCAD SHX Text
PIPE BEDDING
AutoCAD SHX Text
(SEE NOTE 2)
AutoCAD SHX Text
FIRST STAGE
AutoCAD SHX Text
SECOND STAGE
AutoCAD SHX Text
THIRD STAGE
AutoCAD SHX Text
TRENCH BACKFILL TO LEVEL OF ONE FOOT ABOVE TOP OF PIPE IN 6" COMPACTION LIFTS
AutoCAD SHX Text
TRENCH BACKFILL IN COMPACTED MAXIMUM 12" LIFTS TO A 98% REQUIRED DENSITY
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
TRENCH
AutoCAD SHX Text
LIMITS
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1'-0"
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MINIMUM
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OUTSIDE
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DIAMETER
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
MINIMUM
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6" PIPE BEDDING SHALL BE USED.
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WHERE ANY TRENCH OCCURS IN AN UNSURFACED AREA, THE THIRD STAGE OF BACKFILLING SHALL EXTEND TO THE FINISHED GRADE.
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G-1
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REVISED: APRIL 2006 / ISSUED: SEPT 2007
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THIRD STAGE
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PIPE BEDDING
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(SEE NOTE 2)
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FIRST STAGE
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SECOND STAGE
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TRENCH BACKFILL TO LEVEL OF ONE FOOT ABOVE TOP OF PIPE IN 6" COMPACTION LIFTS
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TRENCH BACKFILL IN COMPACTED MAXIMUM 12" LIFTS TO A 98% REQUIRED DENSITY
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LIMEROCK BASE COMPACTED IN 6" MAXIMUM LIFTS, 98% DENSITY IS REQUIRED. MINIMUM ON ONE TEST PER LIFT PER LANE REQUIRED
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STABILIZED SUBGRADE COMPACTED IN 6" MAXIMUM LIFTS TO A 98% REQUIRED DENSITY (LBR 40 MIN)
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EXISTING BASE (DEPTH VARIES)
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ASPHALTIC CONCRETE THICKNESS TO BE THE SAME AS ADJACENT ROADWAY. (MINIMUM THICKNESS 1")
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ASPHALTIC CONCRETE 1 1/2" TYPE S OVERLAY
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SAWCUT EXISTING PAVEMENT
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PIPE
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4' MINIMUM TAPER
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TRENCH WIDTH PLUS 3 FEET
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4' MINIMUM TAPER
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1'-0"
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MINIMUM
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OUTSIDE
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DIAMETER
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1'-0"
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MINIMUM
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1'-0"
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1'-6"
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1'-6"
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NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6" PIPE BEDDING SHALL BE USED. 3. R.O.W. PERMIT STIPULATIONS OVERRIDE THIS DETAIL R.O.W. PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE TRENCH IS LOCATED WITHIN A COUNTY R.O.W.
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G-2
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REVISED: APRIL 2006 / ISSUED: SEPT 2007
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WATER MAIN
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WATER MAIN
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SANITARY SEWER, STORM SEWER, IRRIGATION MAIN AND FORCE MAIN
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18" MINIMUM SEPARATION
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30" MINIMUM COVER
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10' MINIMUM SEPARATION FOR SANITARY SEWER, STORM SEWER OR FORCE MAIN
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5' MINIMUM SEPARATION FOR IRRIGATION MAIN
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NOTES: 1. WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON-POTABLE WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON-POTABLE IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL DISTANCE OF 18 INCHES MEASURED BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE. THE 18 INCHES MINIMUM VERTICAL SEPARATION DISTANCE DOES NOT APPLY TO SEPARATIONS OF SEWER LATERALS AND POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER MAINS SHALL BE POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER AND FORCE MAINS BY 10 FEET AND FROM IRRIGATION MAINS BY 5 FEET MEASURED HORIZONTALLY BETWEEN OUTSIDE OF PIPES. 2. ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 18 INCHES SHALL REQUIRE SUBMISSION AND ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 18 INCHES SHALL REQUIRE SUBMISSION AND APPROVAL OF A DEVIATION. IF A DEVIATION IS SUBMITTED, THE FOLLOWING MINIMUM STIPULATIONS APPLY: THE CROSSING SHALL BE MADE USING THICKNESS CLASS 200 AWWA C-900 DR14, PVC (CLASS (CLASS 235 AWWA C-905, DR 18, PVC FOR PIPES GREATER THAN 12" IN DIAMETER) OR DUCTILE IRON, IRON, PRESSURE CLASS 250 PIPE FOR A HORIZONTAL DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING. WATER MAIN CONCRETE ENCASEMENT SHALL ONLY BE MADE AFTER WRITTEN APPROVAL OF THE WATER DIRECTOR OR HIS DESIGNEE. 3. 18 INCHES CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER 18 INCHES CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER SEWER LINE. 4. WATER MAINS, SANITARY SEWER, STORM SEWER, AND NON-POTABLE IRRIGATION MAINS SHALL BE WATER MAINS, SANITARY SEWER, STORM SEWER, AND NON-POTABLE IRRIGATION MAINS SHALL BE IN SEPARATE TRENCHES. 5. WATER MAINS CROSSING ANY TYPE OF SANITARY SEWER, INCLUDING FORCE MAIN, OR STORM SEWER WATER MAINS CROSSING ANY TYPE OF SANITARY SEWER, INCLUDING FORCE MAIN, OR STORM SEWER SHALL HAVE THE ONE FULL LENGTH OF WATER MAIN CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THAT THE WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III PART III OF CHAPTER 62-610, FAC, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610. 6. 57 STONE SHALL BE UTILIZED FOR SEPARATION BETWEEN GRAVITY SANITARY SEWER LINES AND STORMWATER LINES. 7. SEE SECTION 1- DESIGN CRITERIA, SUBSECTIONS 1.2.3 AND 1.3 FOR ADDITIONAL REQUIREMENTS. SEE SECTION 1- DESIGN CRITERIA, SUBSECTIONS 1.2.3 AND 1.3 FOR ADDITIONAL REQUIREMENTS.
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G-3
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REVISED: APRIL 2006 / ISSUED: SEPT 2007
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LENGTH AS REQUIRED TO ACHIEVE CLEARANCE
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ITEM IN CONFLICT
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MEGALUG FITTINGS 45° (TYP)
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EXISTING A/C PIPE
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UNDISTURBED SOIL
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SEE THRUST BLOCK DETAIL
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FOR EXISTING A/C PIPE
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CONCRETE QUANTITY TO
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ACHIEVE WEIGHT TO WITHSTAND
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FORCE OF PIPE
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18" MINIMUM
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LENGTH AS REQUIRED TO ACHIEVE CLEARANCE
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ITEM IN CONFLICT
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RESTRAIN LENGTH (SEE FIGURE G-10) (BOTH SIDES OF ALL FITTINGS)
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RESTRAINED JOINT
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NOTES 1. SEE SECTION 1 - DESIGN CRITERIA FOR AIR RELEASE VALVE SEE SECTION 1 - DESIGN CRITERIA FOR AIR RELEASE VALVE REQUIREMENTS.
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EXISTING A/C PIPE - HEADWALL
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NEW & EXISTING PIPE - RESTRAINED JOINT
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G-4
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REVISED: APRIL 2006 / ISSUED: SEPT 2007
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PIPE SIZE IN INCHES
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RESTRAINED PIPE LENGTH IN FEET (1)
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8
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HORIZONTAL BENDS
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45°VERTICAL BENDS
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DEAD ENDS (2)
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90°
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45°
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22-1/2°
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11-1/4°
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UPPER
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LOWER
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NOTES: 1. RESTRAIN ALL PIPE JOINTS WITHIN THE DISTANCE RESTRAIN ALL PIPE JOINTS WITHIN THE DISTANCE SHOWN ON THE TABLES MEASURED FROM THE POINT OF CONNECTION. 2. ISOLATION VALVES SHALL BE TREATED AS DEAD ISOLATION VALVES SHALL BE TREATED AS DEAD ENDS. WITH RESTRAINT ON BOTH SIDES OF THE WITH RESTRAINT ON BOTH SIDES OF THE VALVE. 3. RESTRAINT IS FOR BRANCH OF TEE. IF BRANCH RESTRAINT IS FOR BRANCH OF TEE. IF BRANCH SIZE IS NOT ON TABLE, USE NEXT LARGEST BRANCH. IS NOT ON TABLE, USE NEXT LARGEST BRANCH. 4. RESTRAINT IS FOR LARGE DIAMETER SIDE OF RESTRAINT IS FOR LARGE DIAMETER SIDE OF REDUCER. IF REDUCER SIZE IS NOT ON TABLE, USE NEXT SMALLER REDUCER (SMALL END). 5. THIS SCHEDULE IS TO BE USED FOR DUCTILE IRON THIS SCHEDULE IS TO BE USED FOR DUCTILE IRON AND PVC PIPE ..
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4 6 8 10 12 16 18 20 24 30 36
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23 32 40 48 56 71 77 84 96 112 127
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9 13 17 20 23 29 32 35 40 47 53
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5 6 8 10 11 14 15 17 19 22 25
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2 3 4 5 6 7 8 8 10 11 13
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55 77 100 120 141 181 200 218 253 303 350
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23 32 41 50 58 75 83 90 105 125 145
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11 14 17 20 25 28 30 35 41 47
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RESTRAINED PIPE LENGTH IN FEET (1)
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TEE (3)
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REDUCER (4)
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6 x 4 6 x 6 8 x 4 8 x 8 10 x 6 10 x 10 12 x 4 12 x 8 12 x 12
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0 34 0 55 3 75 0 31 95
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40 72 74 122 75
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16 x 6 16 x 10 16 x 16 18 x 8 18 x 12 18 x 18 20 x 10 20 x 16 20 x 20
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0 44 134 0 68 152 20 120 170
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153 107 157 108 161 77
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24 x 12 24 x 18 24 x 24 30 x 16 30 x 20 30 x 30 36 x 18 36 x 24 36 x 36
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37 132 204 78 138 252 84 170 298
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187 109 213 165 259 191
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PIPE SIZE IN INCHES
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N.T.S.
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%%UPIPE RESTRAINT SCHEDULE
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G-10
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REVISED: APRIL 2006 / ISSUED: SEPT 2007
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%%UPLAN VIEW
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PRESSURE MAIN
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PAVED AREAS
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NON PAVED AREAS
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16" MAIN
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51 TURNS TO
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1994
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OPEN - C CW
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DARLING CO
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NUMBER OF TURNS TO OPEN
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DIRECTION TO TURN TO OPEN
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VALVE MANUFACTURER
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YEAR VALVE INSTALLED
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FINISHED GRADE
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VARIES
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TWO PIECE CAST IRON VALVE BOX WITH DR 18 PVC PIPE EXTENSION IF NEEDED (C-900 DR 14 PVC PIPE IN PAVED AREAS). VALVE BOX OR PIPE SHALL NOT BEAR ON VALVE OR PRESSURE MAIN
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PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR
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18" x 18" x 6" CONCRETE COLLAR (2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL
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FINISHED PAVEMENT
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PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR
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SPECIFY LETTERING AS "IRR", "SEWER", OR "WATER", DEPENDING ON USE
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18" x 18" x 6" CONCRETE COLLAR
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(2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL (2" MINIMUM COVER FOR REINFORCING STEEL)
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SIZE OF MAIN OR BYPASS
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ALL VALVES USED IN WATER DISTRIBUTION SYSTEMS SHALL BE OF THE RESILIENT SEAT TYPE IN ACCORDANCE WITH AWWA C-509
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REVISED: APRIL 2006 / ISSUED: SEPT 2007
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( )
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27
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x 2
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(CY)=
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%%uPLAN VIEW
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12
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B x E
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1.41
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1.33
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1.07
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1.04
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1.00
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.85
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3'-10"
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4'-6"
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4'-8"
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4'-10"
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6'-0"
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6'-4"
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2
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2
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2
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2
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2
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4
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CY.
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E
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D
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REQUIRED
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TIE RODS
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NUMBER OF
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DIAMETER
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PIPE
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A
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B
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C
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4"
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12"
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13"
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14"
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15"
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16"
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32"
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24"
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23"
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22"
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21"
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20"
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36"
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36"
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36"
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36"
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36"
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36"
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9"
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12"
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12"
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12"
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18"
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18"
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16"
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12"
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10"
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8"
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6"
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4"
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DESIGN ENGINEER SHALL VERIFY ABOVE DIMENSIONS AND THE NUMBER OF TIE RODS.
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%%UCROSS SECTION
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EXISTING A/C PIPE
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3/4" SS TIE RODS
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UNDISTURBED EARTH
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CONCRETE THRUST BLOCK
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NEW PIPE
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NTS
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OUTSIDE DIAMETER
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1'-0"
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MINIMUM
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1'-0"
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MINIMUM
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TRENCH
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WIDTH
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A
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A
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30" MINIMUM
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TRENCH WIDTH
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AT TOP OF PIPE
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A MINIMUM
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2'-0"
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1'-6"
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1'-0"
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A MINIMUM
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C
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D
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B
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E
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THRUST BLOCK DETAIL FOR EXISTING A/C PIPE
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CUBIC YARDS OF CONCRETE
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G-6
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REVISED: APRIL 2006
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NON-PAVED AREAS
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ELECTRONIC MARKER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F)
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EASEMENT, PROPERTY OR RIGHT-OF-WAY LINE
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AT PRELIMINARY UTILITY INSPECTION
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SEWER BRANCH WYE
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FLOW
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MINIMUM SLOPE
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6" SANITARY LATERAL
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45%%D BEND
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PROVIDE CLEAN-OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS
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18" x 18" x 6" CONCRETE COLLAR
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24"
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±2'
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12" MAXIMUM WITHIN RIGHT-OF-WAY LINE
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ELEVATION
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TO BE LOWERED TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN