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Item w Beach jvave Complex; 8801 Astr)naut Blvd
Date: July 27, 2012; 16 sheets
SEE ATTACHED
UPON RETURN OF PAPER ORIGINALS FROM MCCi, add to file name:
LF/CapeCanaveral/Bidg Dept /Address/Folder?
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OWNER
ENTRIENIE FUN LLCII
185 COCOA BEA CH CAUSEWAY
COCOA BEACH, FLORIDA 32931
GENERAL STATEMENT.
EXISTING SITE IS COMPOSED OF GO—KART TRACK MINIATURE GOLF
COURSE WITH SUPPORTING BUILDINGS, PARKING, LANDSCAPING AND
STORMWATER RETENTION.
A NEW SINGLE STORY 16,800 SF BUILDING IS PROPOSED IN THE
CURRENT LOCATION OF THE GO—KART TRACK. THE EXISTING MINIATURE
GOLF COURSE IS TO REMAIN.
A NEW DRY STORMWATER POND IS PROPOSED AROUND THE EXISTING
POND.
IN ADDITION TO THE PROPOSED 16,800 SF RETAIL BUILDING,
PARKING, SIDEWALKS, LANDSCAPING AND DRAINAGE ARE ALSO
PROPOSED.
FIRST FLOOR AREA 16,800 SF
M14,1111141AW
ZONING: C-1
TAX ACCOUNT 2441264
MAXIMUM BUILDING HEIGHT: 45 FT.
CONSTRUCTION TYPE: III—B SPRINKLED
OCCUPANCY GROUP, "M" MERCANTILE
MAXIMUM AREA 12,500 X 3 37,500 SF > 16,800 SSF
BUILDING SETBACKS
FRONT:
REAR:
NORTH SIDE:
SOUTH SIDE:
REQUIRED
25 FT
10 FT
0 FT
25 FT
AREA TABULATION
NEW IMPERVIOUS AREA
PROPOSED
81 FT
294 FT
35 FT
263 FT
PROPOSED BUILDING
16,800 SF =
.38 ACRES
07.6 %
NEW PAVEMENT & SIDEWALKS
28,084 SF =
.65 ACRES
13.0 %
TOTAL NEW IMPERVIOUS AREA
44,884 SF =
1.03 ACRES
20.6 %
FLOOD ZONE &
FEMA INFORMATION
FLOOD ZONE ZONE
X ( OUTSIDE 500 YR. FLOOD PLAIN)
TOTAL SITE AREA
217,800 SF
5 ACRES
100 %
KLUIJINLIJ I`AKKINU:
16,800 SF. X 1 SPACE 300 SF =56 SPACES REQUIRED
PROVIDED. PARKING:
96 REGULAR SPACES
4 HANDICAP SPACES
100 TOTAL SPACES.PROVIDED
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DIRECTIONS TO SITE
PROCEED ON U.S. HWY. 528 HEADING EAST
PROCEED SOUTH ON ASTRONAUT BLVD.
TURN RIGHT ON CENTRAL BLVD.
TURN RIGHT ONTO PROPERTY
SR 401
Geo J King Blvd
0
SITE Central Blvd
C)
0
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Mer�tt Is Cswy COCOLlih Cs cu
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LOCATION MAP
N.T.S.
SURVEYOR
[EROC HOIELSOH
UH0 SURWEEVORS9 OHC.
12 STONE ST.
COCOA, FLORIDA 32922
TEL (321) 631-5654
1) SIDEWALKS AND SANITARY SEWERS TO BE CONSTRUCTED TO THE
CITY OF CAPE CANAVERAL STANDARDS.
2) WATER LINES TO CONFORM TO CITY OF COCOA STANDARDS.
3) FIRE ALARM SYSTEM TO BE INSTALLED AND CONNECTED TO THE
CITY OF CAPE CANAVERAL FIRE DEPARTMENT STANDARDS.
M./ING
-ENGINEER
NA DIRSOM BUOL09 NCO
liSHEET TITLE
2200 FRONT STREET, SUITE 300
MICOVER
MELBOURNE, FLORIDA 3290.1
TEL (321) 757-3034
CONDITIONS-& DEMO PLAN
FAX (321) 757-3088
FLOOD ZONE &
FEMA INFORMATION
FLOOD ZONE ZONE
X ( OUTSIDE 500 YR. FLOOD PLAIN)
FEMA FIRM MAP # 12009CO313 E
PANEL NUMBERS PANEL 313
COMMUNITY CITY OF CAPE CANAVERAL, FLA.
DATE OF MAP APRIL
3, 1989
UTILITY COMPANIES
ELECTRIC POWER:
TV CABLE:
FLORIDA POWER AND LIGHT
CO. BRIGHTHOUSE NETWORKS
270 PIONEER ROAD
720 MAGNOLIA AVE.
MERRITT ISLAND, FLORIDA
MELBOURNE, FLORIDA
(321) 455-6136
(321) 254-3326
TELEPHONE SERVICE:
SANITARY SEWER:
BELL SOUTH
CITY OF CAPE CANAVERAL PUBLIC WORKS
P.O. BOX 1270
601 THURM BLVD.
COCOA, FLORIDA
CAPE CANAVERAL, FLA 32920
(321) 455-7121
321-868-1240
POTABLE WATER:
LIGHTING PLAN
CITY OF COCOA UTILITIES
MAR
603 BREVARD AVE.
COCOA, FLA.
321 —433-8400
DIRECTIONS TO SITE
PROCEED ON U.S. HWY. 528 HEADING EAST
PROCEED SOUTH ON ASTRONAUT BLVD.
TURN RIGHT ON CENTRAL BLVD.
TURN RIGHT ONTO PROPERTY
SR 401
Geo J King Blvd
0
SITE Central Blvd
C)
0
CD
CD
it ':3
Mer�tt Is Cswy COCOLlih Cs cu
CD
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LOCATION MAP
N.T.S.
SURVEYOR
[EROC HOIELSOH
UH0 SURWEEVORS9 OHC.
12 STONE ST.
COCOA, FLORIDA 32922
TEL (321) 631-5654
1) SIDEWALKS AND SANITARY SEWERS TO BE CONSTRUCTED TO THE
CITY OF CAPE CANAVERAL STANDARDS.
2) WATER LINES TO CONFORM TO CITY OF COCOA STANDARDS.
3) FIRE ALARM SYSTEM TO BE INSTALLED AND CONNECTED TO THE
CITY OF CAPE CANAVERAL FIRE DEPARTMENT STANDARDS.
M./ING
INDEX
liSHEET TITLE
MICOVER
SHEET
MIEXISTING
CONDITIONS-& DEMO PLAN
,SITE LAYOUT PLAN
M�SITE
UTILITIES PLAN
M,SITE
DIRAINAGE PLAN
M,SITE
LANDSCAPE P[_AN
M
i
�SITE DETAILS
:POTABLE WATER DETAILS
MICITY
OF COCOA TECHNICAL SPECS
,SITE SECTION/ FDo'r DETAIL
MFDOT
DRIVEWAY LOCATION PLAN/ MOT
M,FDOT
INDEXES
MISITE
LIGHTING PLAN
MAR
C, H -17E -C--T,-URAL--F�LOOR--PLAN'S--"---'-'-,,,---,---�,,�,
I STORMWATER POLLUTION PREVENTIO N_ PLM 15
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DESIGN BUILD
I web: maidesignbuild,com
email: info@maidesignbuild.com
Date: 09-13-2011
Sheet
Scale: AS SHWN
Drawn: SBC
Checked: DTM'; C—S
!Approved: DTM I
of
Prai #: 2011-005 k
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ENTRANCE
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Past qations, Wood 2fiff". of 1�4
wood r r -e Optional Post Positions position
Oak I Irm I f 1perf_tzle.1�0_1110ward Flow) STOP SIGN
Alln
rvbrk fin
Steel 1.33 LbSIFt. 6' Max - ----- With
See. 985 FDor spec.) FND 1/2- 1 R C
P1 Filter Fabric
iil 1 1111, r I Slit Flow NO 'ID. 7.50 WEST
46 WITNESS POINT SDI
0 ON LOT LINE
in Q Sit, Flow PHONE BOOTH i
SECTION z
ELEVA TION 0 z
Note, Siff Fence to be paid for under the contract unit price for Stoked Slit Fence (LF). ON Ln LU
TYPE 1ZT SILT FENCE
Note, �Dwlnq for Type ZT Fence to be In 0
accordance with Ctart 1, Sheet I of 3 ASPHALT U
and Witch Installations at drollWe
DRIVEWAY LLJ
IM
strictures Sheet E of J.
GIRAFFE N. FIRE ENTRANCE
Typo N Slit Fen"
HYDRANT i LU
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TAX PARCEL 826 %P
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1\ V21 YV
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fio" S111 Fence Protection STOP IGN PQ
Type X
sill Oltch Bottom In4efs. 0
Type Ar Slit Fenoo Do not depicy in a manner that siff fences will ad as a dam across permanent flowing ------------ &
watercourses. Silt faria" are to be used of tpland locations and turbidity barriers \ \ \ \ \ \ 411
used of permanent bodies of water. r. N..
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EROSION CONTROL DETAILS
&I Ir dr,
/o v I-
12' ro.510 x�
EROSION AND SEDIMENTATION CONTROL NOTES:
ASPHALT
"I r DRIVEWAY
1. THE LAND -DISTURBING ACTIVITY SHALL CONFORM TO EXISTING TOPOGRAPHY AND SOIL 1 0 ENTRANCE
TYPE SO AS TO CREATE THE LOWEST PRACTICAL EROSION POTENTIAL. WLP
2. LAND -DISTURBING ACTIVITIES SHALL BE CONDUCTED IN A MANNER MINIMIZING EROSION.
3. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS SHALL BE CU
KEPT TO A PRACTICABLE MINIMUM. 1'%"
4. EROSION CONTROL MUST BE STRICTLY MAINTAINED DURING CUT AND FILL OPERATIONS. TRAXX SIG
5. DISTURBED SOIL SHALL BE STABILIZED AS QUICKLY AS PRACTICABLE.
TOP OF 8ANK----4"
, , , \ % %
6. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND 'Tr
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lit,
SUPPLEMENTED. o 1,1W.-5.34'
7. TEMPORARY VEGETAT10N OR MULCHING SHALL BE EMPLOYED TO PROTECT EXPOSED ...h WLP 0 0 491 1 14*
WOOD POST (TYP) -- 0 16.� __ ___
------- ---
CRITICAL AREAS DURING DEVELOPMENT.
TAX PARCEL 25
S. PERMANENT VEGETAT10N AND STRUC11JRAL EROSION CONTROL MEASURES SHALL BE
IW. -5.33'
I \ 4. IF
INSTALLED AS SOON AS PRACTICABLE.
9. TO THE EXTENT NECESSARY, SEDIMENT IN RUNOFF WATER MUST BE TRAPPED BY THE USE 0 0 0 0 14*
OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS OR SIMILAR MEASURES UNTIL THE DISTURBED 0 0- b'\ `0
% % 0 L
0 11 $
AREA IS STABILIZED.
CONCRETE
SSM* bill
10. CUTS AND FILLS MUST BE CONSTRUCTED IN SUCH A MANNER THAT EROSION AND RUNOFF
To �<l 4.79'
I % �4� \ , F. \ , N \ ly�
P A 7.47' Y ------- I)l
e I b
FROM THE SITE DOES NOT ENDANGER ADJOINING PROPERTY. W INV.S 3.50' r�!6
WLP 0 k
J�. ------------ - - ----------------- --
11. FILLS MAY NOT ENCROACH UPON NATURAL WATERCOURSES OR CONSTRUCTED CHANNELS IN I I _1` -
CIO
A MANNER SO AS TO ADVERSELY AFFECT OTHER PROPERTY OWNERS WITHOUT ADEQUATE WOOD CANOPY-,, ti e
10 \ I 'PC-
,, �t_ - �p ",No � P 6 i
PROVISIONS FOR THE EQUIVALENT ALTERNATE SYSTEM WITH A POSITIVE OUTFALL. 11�',
CONCRETE IW.= 4.81' 1, < % 1� - Uj
1� CONCRETE _j
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WUP e 12' T<�,
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BRIDGE 611
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RETIENTION POND ...... . SDI,* U) 9
% TOP WATERee 5.00' 8-7-2D111 hN dw 1, % C- L- ca F..: C:)
TOP WATER- 4.18' 12-12-2011 75 a) W U) Ef
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SURVEYORS NOTES: .1 JLOOD LIGH'i
'INV. -
1 . This property is located in Flood Zone(s) X. The Residence is lying1h LL Z
\ 03 0
Flood Zone(s) X, Map No. 12009CO313E, Panel No. 313, Suffix E. 00, -1 -------- 2.�
<,4, Till
--------- 12' 9
IW.=4.7Y- C:
Community No. 125094, Effective Date %
% 0 TAX PARCEL 817 Cj Uj
2. The bearings shown ore based on an , April 3, 1989. FND. 5/8" I.R,C.- 1 'K \\\\ . "y , " %, %" bil . ... . 1` (2) 1 -4 M n
BUSSEN ENG. b CONCRETE
C ILL
4.98 ACRE
Assumed North Meridian, 1A ------
Being S 62* 37' 48" W along the North R/W fine of Central Blvd. W� WOOD 4 56
CANOPY- le.
ilt
.1
( V I \ e - -d
3. The Surveyor has not abstracted the property. Only platted or furnished % v\ MINIX WLP
N\ U NCRETE
easements or encumbrances that may restrict the property are shown. CO
ONE STORY C.B.S.
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4. Underground improvements ore not located unless requested.
6 11 �,/ I NO. 8801
�Xe / 1',, 1. CONCRETE
5. Elevc6ons hown hereon based on NAVD 88. "1 F.F.E. - 6.86' 11
Oriqinoting F BAN
0014C BLOC JOP 0
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Benchmark s B.0 . S.M. B.M. P.I.D. E7A09 ><
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5.71' ON a
j N 0 ism* S
\ "0 41 FND. 5/8" LU
0 Set 5/8* iron rod with plastic cap '10. CONCRETE 9j_N TOP OF SANK
0�, NO ID.
LEGEND & ABBREVIATIONS: �oe _j 2
A zz Set nail with metal disc 0 Set concrete monument with disc 10. U_
Center Line IF, " 'i 12- N-
I- #7��M > 0 V
rA STORY\
4' C.L.F.
en 6' W.F. TWO
XXX Existing Elevations
CB.S.
as OHPL N
�XXX) es Proposed Elevations
(B.M.)=Benchmork,(CONC.)=Concrete,(C\L)=Centerline,(C.B.)=Concrate Block RA IUS 25.00'v"
1 7 \ "I.I 1k, 1 0
C N" WELO' 1W.
100 FALLS Uj
9 NGTH
rj E/M\\'
B.S.)=Concrete Block Structure,(C.&.S)=Covered and Screened,
-Chain Link Fence 7;1 W LT 100' 001
(C.M.)-Concrete Monument,(C.M.P.)=Corri cited Metal Pipe,(C.LF.) tq 8- 10'
inished Floor Elevollion,(Frid.) emFound, 1�60 S� - POND
(D)=Deed,(�.M.)=Electric Meter,(F.F.E.)=F " A '1" ?5 Q;i I >
(F.P.R.)-Fixed Point of Reference, (IRC)=Iron Rod with Cap,(I.P.)=Iron Pipe WOOD rLANIhK5(___ V_ "1 1 - "1 1. --- 1'0� I \,I 17 LU
#ness,(LS.)=Uc;ensed Surveyor, (M)= Measured A/C � o1I I I c r__ I I - El ' ('IN _< z
(G.M.)zrGos Meter,(LB.)=Ucensed Bus' MI. /:dLvp 2- ',N Po > Z 0
coNsniiucr sIL r lk V
(M.E.S.)=Mitered End Section,(N&D)=Nail & Disc,(O.R.B.)=Official Records Book, 1%
(OHPL)=Over Head Power Une,(P.C. P.) -Permanent Control Point (P)=Piat fENCE AS SHOWN. N -e# x- E
b:'
P.O.B.)-Point of Beginning,(P.O.C.) =Point of Commencement llvsnu slu rE?vcr Z 5
�v * P
ument,(P.U.& D.E.)=Pubric Utility & Drainage Easement, PER fZ)Or INDEX 102 o;, TWIN 12,* PUMP HOUSE
P.R.M.)=Permanant Reference Mon
40�00
(RNG.)- Range,(R.C.P.) =Reinforced Conc. Pipe,(R\W)= Right of Way,(SEC.) -Section I L I> I /, _ X% i�, ,-, -1 .- Ic "I
ure,(W.M.)=Wot9r Meter WOOD or , - -,9N # IV UJI Z
(TWP.)z:Township,(WUP)=Wood Utility Pole,(W.F.S.)=Wood Frame Struct 4K.1 1 .1 N%p 14 TS BOX CL C)
4.f6i,- I.-
'). o5
SHED �> 8 FLOOD 1601
FRAME FND. '-rR.C.
N
�\
V LIGH
% U
CONC HEADWALL b, # 24"
L111 n)
),V, mi W
V, 0 1
1,41
10 z
'49 ", # ;-r- - - i
Ak
Ina
28" WUP
DEMOLITION NOTES # Ul
P, \N 3 57<
W.F. GAZEB�'\
0
CONTRACTOR TO WALK THE SITE W/, ARCHITECT, AND OWNER PRIOR TO ANY DEMOLITION X FALL
BEING STARTED.
GUY
WLP
CONTRACTOR TO REMOVE THE FOLLOWING:
OX
PUERTO DEL RIO PHAZIL OA WUP IS BOX
1 ALL BUILDINGS O.R.B. 5619. PG. 6509 0"
PON TOE OF SLOPE
CONCRETE A
2. ALL UTILITIES TO BUILDING AND CONNECTED TO BUILDING. 5K E .1.0 SSMH
d>
3. ALL PAVEMENT AND CONCRETE WITHIN DEMOLITION AREA. IV inprE zo ZACHARYS
101.
4- ALL FENCES, SIGNS, LIGHT POLES & CONDUIT, DRAINAGE PIPES, (UNLESS NOTED OTHERW 1P
IN r
12�
SIDEWALKS, TREES, BOLLARDS, TIRES.
;&X \1� \X1 RATE
V
5. CAP ALL EXISTING UNDERGROUND UTILITIES. , IN 14"
N n
6. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS, MATERIALS AND SIZES OF ALL ELECTRICAL BOX
EXISTING UTILITIES AND DRAINAGE STRUCTURES PRIOR TO CONSTRUCTION. N b..
7 CONTRACTOR SHALL COORDINATE ALL UTILI INV -
TY RELOCATION WITH CORRESPONDING FND. N D SPHA
V
b. NO ID. 1.50' EAST ORIvEwAY
AUTHORITY. x WITNESS POINT
N\. ENTRANCE
0�)
RADIL% 51si.
V.
8. EXISTING UTILITIES SHALL REMAIN UNDISTURBED UNLESS NOTED OTHERWISE. DAMAGE TO il,
EXISTING UTILITIES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ;N\ DELTA 14- 57' 0
LENGTH =%I 46.42'
Plb
\N
9. EXISTING UTILITY SERVICES (FPL, BELL SOUTH, ETC.) TO EXISTING STRUCTURES BEING WUP
\bO'G R A E o.
0C'KAnVC'n 4ZWAI I Q17 APAHnnNi7n nP REMOVED By RESPECTIVE HTII ITY COMPANY AT THE V"o r�� \�,
EXPENSE OF THE OWNER. ILI
EXISTING BUILDINGS TO BE
00 REUSE W
10. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM SITE AND DUMPED IN V.. \�KN REMOVED 11,580 SF.
SDI
ACCORDANCE WITH LOCAL AND STATE REGULATIONS.
0,
SDI TOP 7.26' \ . ),
'ob e EXISTING IMPERVIOUS TO BE
EXISTING ASPHALT, CONCRETE PAVEMENT, CURBING, SIGNS, AND DRAINAGE STRUCTURES 0.5'X2' WEIR EL.=6.20*
4" PVC INV. EL.=4.86' REMOVED 49,489 SF.
V
SHALL BE DEMOLISH ED/R EMOVED AS INDICATED. 15" R.C.P. EL.=3 DESIGN BUILD
12. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY EXISTING PAVEMENT, FND. 5/8" I.R.C,
PRIVATE PROPERTY, -SIDEWALKS, CURBING, UTILITIES AND DRAINAGE SYSTEMS DAMAGED DIETHORN
I<, - .,!t- PEED LIMIT b.
CUP 5
�SIGN
DURING CONSTRUCTION. ALL DAMAGED AREAS TO BE RESTORED TO ORIGINAL CONDITION web: maidesignbuild.com I
- ----- Com
QR 8 �-CATV BOX email: info@maidesignbuild,
�, �E
Date: 09-13-2011
13. P_�TECTION OF AND RE MPLY WITH
11_� ,
R MOVAL OF ANY TREES SHALL CO
Sheet i
EXISTING CON D ITI ONS- DEMOLITION PLAN
CITY OF CAPE CANAVERAL CODE OF ORDINANCES Scale: AS SHWN 1
1"zz 39 Drawn: WAA]
C-1
SMH 0 75 15' 301 69 1 Checked: DTM
TM
B.M. NO.1 Approved: D
N RIM_ELEV. 2 of 15
I 1"zz 39
Proi ff: 2011-005
FND. 5/8" I.RX.
BUSSEN ENG.
LEGEND & ABBREVIATIONS: 0 - Set 5/B' iron rod with plastic cap
le)"XIO" MONOLITH16 A = Set nail with metal disc 0 = Set concrete monument with disc
REINFORCED CONC, 4' C. L. F. - = Center Une
FOOTINO W2#5 CON 6' W.F. XXX = Existing Elevations
------------- OHPIL (X -XX) = Proposed Elevations
25'CLEAR ZONE (B. M.)= Benchmark, (CONC.) =Concrete, (C\L) =Csnterline,(C. B.)=Concrete Block 4� tA
MEASURED FROM (C.B.S.)=Concrete Block Structure,(C.&.S)=Covered and Screened,
REAR OF THE PAD (C.M.)-Concrete Monument, (C. M.P) -Corrigated Metal Pipe,(C.LF.) =Chain U
ink Fence 0
(D)= Deed, (E. M.) =Electric Meter, (F.F.E.)= Finished Floor Elevation, (Fnd.) =Found,
(F.P.R.)-Fixed Point of Reference, (IRC)=Iron Rod with Cap,(I.P.)=Iron Pipe
DUMPSTER.ENCLOSURE (G.M.)=Gos Meter, (LB.) =Licensed Business, (L.S.) =Licensed Surveyor, (M) =Measured
N.T.S. (M E,S.)=Mitered End Section,(N&D)=Nail & Disc,(O.R.B.)=Official Records Book,
(OHPL)=Over Head Power Une,(P.C.P.) =Permanent Control Point, (P)=Plot
P.D.B.)=Point of Beginning, (P. D.C.)= Point of Commencement
P.R.M.)=Permanant Reference Monument,(P.U.& D.E.)=Public Utility & Drainage Easement,
(RNG.)=Range,(R.C.P.)-ReinfDrced Conc. Pipe,(R\W) -Right of Way,(SEC.) -Section
(TWP.)=Township,(WUP)=Wood Utility Pole, (W.F.S,)=Wood Frame Structure,(W.M.)=Water Meter
GENEOAL NOTES:
1. PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.
2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADE DURING CONSTRUCTION. THE DESIGN
FIRM SHALL NOT BE HELD RESPONSIBLE FOR WORK, NOT IN ACCORDANCE NTH THESE DOCUMENTS OR UNSATISFACTORY
WORK BY THE CONTRACTOR. IN THE EVENT THAT A PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE
DESIGN FIRM SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED, PRIOR TO COMMENCEMENT OF
WORK.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED DOCUMENTS FROM THE
DESIGN FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN GROUPS ATTENTION PRIOR TO THE
COMMENCEMENT OF WORK.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITED CONDITIONS AND REPORT ANY
DISCREPANCIES TO THE DESIGN FIRM PRIOR TO COMMENCEMENT OR CONTINUATION OF ONGOING CONSTRUCTION.
5. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN CODE OF ORDINANCES FOR THE
CITY OF CAPE CANAVERAL.
6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING CONSTRUCTION.
7. THE CONTRACTOR WILL BE RESPONSIBLE TO PROTECT AND/OR REPLACE ANY DAMAGED SURVEY MONUMENTATION WITHIN
PROJECT LIMITS USING A STATE OF FLORIDA LICENSED SURVEYOR.
z r*% OrLjr%%Ir rV1Cr1K10_ 0 Atirn CZWnI 11 nrP INCI I IDING MITE EDGE LINE. DO NOT DISTURB MAINLINE BASE UNULK
F-
A ALT
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4" MIN. R 2" IVEWAY
5 MAX. CAST OR RUBBED ENTRANCE
STOP IGN 6' 10 SKIP
< 2) # 5 X 24"
CONC. REBAR PINS
PA
FND. 2
z
3/4" DIAMETER Nfi ID. 0' WEST
Wl�TNESS DINT C;i ?3
HOLES SDI
0 ON\ I,,9T 1_11
T.. 9
V 11-\
PHONE 1300T 0
(2)# 3 REBAR 5' WIDE N RETE
'17 SID F
11110� IQ
1/4" PITCH OPTIONAL EWALK OT
X INDEX 1310
8 MIN.'9" MAX. z
ror L ASPHALT LU
5' WIDE 00 R
SIDEWALK P ru DRIVEWAY
DEX #310 FIRE ENTRANCE
HYDRANT
TAX PARCEL 826
SECTION 'B'
Y
TIR STOP,
SDI 0 `7YP.
0
R2'
X:5A
7
CONSTRUCT D
WARNING PER F
i*FIC IND
DIRECTIO TX�0304
ARR (TYP) 1\
ASPHALT
I . KIP
DRIVEWAY
�S HAL 0 Irw MITE TH Me ENTRANCE
12'X45' UNLOADING VhirrE ONCRE ROSSWALK ER
PAVEMEN FADOT NO 346
AREA E (1YP.) I
4*W BLLfE I*,
2
GUY HI THERMOPLASTIC
TYP.
N UCT DETECTABLE
W N1 PER FOOT INDEX
P__-\4.`lPCP LOGO J3
(TYIP.)
CON UC HDCP. CURB
0
CONCRETE RAMP INDEX
PAVEMENT 4'* BLUE
SIR PE fa04 kU
CURB RAMP & 4'w. ITE
DETECTABUE '(TY \X
STRIPE P.)
Ri 5' WARNING
HDCP SIGN
0
RETAIL BUILDING
FIN. FLR. EL - 9.00
O�\
0
'URB R
AMP & L
0' 0 5' WIDE CRErE _j
Lill UJI
R15' FOOT 1'4
INDEX 03) CIO
lb
0, LU
X\
0
k
27 DOUBLE
)BLE
OW STRIPE
In =3
12"
0, �4 30 0' STOP
ELEC.
LL
BOX p, - -�t 00
C=) �g ce) 00
C-4
OR (5) NO LEFT TURN" SIG C-4
ASPH
CONCRETE 2:4 1� r10 W LLi
-,-PAVEMENT 25 1--
12' V\ v) ce W -LOU")
u W Uj C/) U-�
STRIPE (TYP.) 0)
12'X45' UNLOADING LU Z?,m
AREA C: , 0
C4 0=
TIRESTOP 6j
0 cr_ =3
0 0
TYP. ILL z
0",
RETENTION AREA 4*4 BLUE
SEE SHEETC-4 FOR STRIPE(TYP) C,3
FLAG PO E0 LU
GRADES & ELEVATIONS N M a. ILL.
FLOO ......
STOP SIGN & RAM
DETECTAB
WARNING
STOP BAR (TYP)
10"
SODDED GREEN AREA
, "gM.
<
SPHALTOR
WLp
CONCRETE
PAVEMENT 10 X
12'w WHITE THERMOPLASTIC LIJ
CROSSWALK STRIPING. TOP OF BANK
TMCAL FOR ONSITE
zz z
LL
X
EX 5/8 1.-1
TOP OF BANK
LP
0A_
12 BALL tJUA
\X LIJ
>
CATV p U -j 0
RADIUS 2 00
b
WELL -__9 FALLS DELTA 1 0 0, 12, > z
r LENGTH
POND
Fir
> GU
El W
/ SIGN PO
12"
k2
IRE M
UP
WLP TWIN 12" 12" PUMP HOUSE U
TS BO
1 4 FND. 1/2' R.C.
14
t
ca
U 24
ej
W WUP
0 4
W F.
GAZEBO VIA&
12
FALLS
C4 (;LIY
WLP T!
0- 0. 13MYT %�v 11 M114 PUERTO DEL RIO PHASE 3A
�4 WHITE EDGE LINE. REPLACE WITH FULL DEPTH CONSTRUCTION. O.R.B. 5619, PG. 6509 POND SSMH
�i EX 17346. CONCREFE TOE OF SLOPE
9. STRIPING IN RIGHT-OF-WAY IS TO BE THERMOPLASTIC AND PER FDOT STANDARD IND
10. ALL CONSTRUCTION IN RIGHT-OF-WAY MUST BE PERFORMED ACCORDING TO THE APPLICABLE FDOT ROADWAY AND DRAINAGE
r4 DESIGN STANDARDS AND SPECIFICATIONS. 7E X 10�
I -OF-WAY WITH BERMUDA SOD ONLY. 10..
11. SOD ALL AREAS DISTURBED BY CONSTRUCTION IN THE FDOT RIGHT TIONS, METER BOXES OR VALVE BOXES
12. REGARDLESS OF PRIVATE OR PUBLIC DEDICATIONS THERE WILL BE NO UTILITY CONNEC
12 -
IN EXISTING OR PROPOSED SIDEWALKS OR DRIVEWAY AREAS. 6- PIA. STEEL PIPE
In FILLED HITH 2,000
P51 CONCRETE GRATE
13. THE SITE PLAN IS NOT REQUIRED TO SUBMIT A RISK MANAGEMENT PLAN (RMP). PAINTED YELLON %P 14
14. THE CONTRACTOR IS TO BE RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY MONUMENTATION WITHIN THE PROJECT
LIMITS BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. bx
ORDINANCES FOR THE CITY OF CAPE 1, (D
15. IF EXTERIOR SITE LIGHTING IS PROPOSED. SITE LIGHTING MUST CONFORM TO CODE OF A,! ELECTRICAL BOX
CANAVERAL AND THE ENGINEER OF RECORD SHALL CERTIFY THAT IT COMPLIES PRIOR TO THE ISSUANCE OF A CERTIFICATE
PIRE
CITY OF CAPE CANAVERAL. PLEASE DEMONSTRATE COMPLIANCE
9 OF OCCUPANCY OF A BUILDING PERMIT APPROVED BY THE
I AN ELECTRICAL LIGHTING ENGINEER THAT 0
-1 WITH THE LIGHTING CODE BY ATTACHING A SEALED CER11FICATION STATEMENT FROM HEARIN& SURFACE AS ASPHALT
5HO N & D .6% DRIVEWAY
THE CITY OF CAPE CANAVERAL. '11. 1.50' EAST
THE PROPOSED LIGHTING FIXTURES ARE CONSISTENT WITH THE REQUIREMENTS AS STATED IN THE CODE OF ORDINANCES FOR P4N ON PLANS F *
No NCE
16. CONTRACTOR SHALL SECURE FIL DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF INTENT TO USE GENERIC PERMIT WITNESS POINT
FOR STORMWATER DISCHARGE AS REQUIRED BY 62-621.300 (4) F.A.C. PRIOR TO ANY LAND DISTURBING ACTIVITY. -A_ r
17. LAND DISTURBING ACTIVITIES SHALL CONFORM WITH THE REQUIERIVIENTS OF THE STORMWATER POLLUT10N PREVENTION PLAN
0, RAI`)l 56
0
AS REQUIRED BY 62-631.300 (4) F.A.C. PLLTA 14' 5 f)
L-FNGTH 146.42'
EXPAN51ON JOINT, INN
"PREMOLDED WUP
1/4
SITE PLAN NOTES ASPHALT STRIP
SET 1/43" BELOV4
TOP MARK
1. ALL HANDICAP SPACES SHALL COMPLY WITH CITY OF CAPE CANAVERAL STANDARDS. 0
2. SEE DETAIL SHEET FOR TYPICAL PARKING LAYOUT.
3. SOD ALL SLOPES GREATER THAN 5: 1 DESIGN BUILD
U
4. ALL DIMENSIONS ARE TO THE FACE OF CURB. SO - 0 .
All.
THE PUBLIC CONCRETE TO BE
5. ALL ONSITE PAVEMENT MARKING SHALL BE REFLECTIVE PAINT AND SHALL MEET FDOT SPECIFICATIONS. 3,000 P51 COMP. SDI TOP 7 26'
6. R/W STRENOTH AT 2e� DAYS 0.5'X2' WEIR EL.=6.20 \3
STOP BAR AND SPECIAL EMPHASIS CROSS WALK STRIPING AS WELL AS ALL PAVEMENT MARKINGS IN web: maidesignbuild,COM
CL SHALL BE THERMOPLASTIC AND SHALL MEET FDOT SPECIFICATIONS. 4" PVC INV. EL.=4.86'
-WITHIN 7.5 FEET TO THE FRONT 15" R.C.P. EL.=3.58'
coq 5�, email: info@maidesignbuild.com
E 7. LANDSCAPING, OR ANY OTHER OBSTRUCTION SHALL NOT BE LOCATED
L9 AND SIDES OR 4.5 FEET TO THE REAR OF ANY FIRE HYDRANT OR FDC. FNj)-5�-8Z,,f 'C'
'HORN
8. WATER FOR FIRE FIGHTING PURPOSES SHALL BE INDICATED WITH A BLUE ROADWAY REFLECTOR PLACED ONE FOOT FROM I - . Date: 09-13-2011
CUP SPEED LIMIT i__- ---11.1 Sheet
OFF THE CENTER LINE OF THE ROAD FACING THE FIRE HYDRANT. THIS INCLUDES NEW AND EXISTING SOURCES. �SIGN Scale: AS SHWN
9. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE WHEN COMBUSTIBLES ARE BROUGHT ON SITE. F 12 TV BOX Drawn- S I BC
10. NEW FIRE HYDRANTS SHALL BE POSITIONED NOT MORE THAN 8 FEET NOR LESS THAN 6 FEET OFF THE EDGE 0 PIA.
TIONED BETWEEN 18"-24" ABOVE
Checked:
in PAVEMENT. THE CENTER LINE OF THE STEAMER CONNECTION (4-1/2-) SHALL BE POSI lb* 1 C-2
FINISH GRADE (I.E. SODDED OR MULCHED). ALSO, ALL HYDRANTS SHALL BE READILY ACCESSABLE WITHOUT THE NEED TO SITE LAYOUT PLAN 0 75 15' 39 69
TRAVERSE SWALES, DITCHES, ETC. DOLLARD DETAIL
9 i Approved: DTM'
1-4 11. ACCESS SHALL BE ATHER DRIVING SURFACE CAPABLE OF 1" 39 3 of 1"S'
- PROVIDED BY UNOBSTRUCTED, 20 FOOT WIDE, ALL WE SUPPORTING N.T.S.
A 32 -TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION.
1 Proj ff: 2011-005
1" = 31Y
14 1 Aig'APT
<2 to DOME PATTERN SHALL K
2.4 X IN LINE WITH DIRECTION
A
_�4
-----OF TRAVEL TO THE EXTENT
PRACTICAL
LO B
C�
A
7'-0"
.0.
. A',
0
0 009420
rOP WIDFH
E)
7-6
6
(5011. to 65,.
000000
4
,6ONaRETE FAtD
OF 84,5E 01A.)
000
n
x
.4
4
B
4
_000c/
TRUNC
4 4 A
00
0 0 0
DOME W)
PLAN VIEW
0
00
Va4_
0.9" MIN
2"
0 0 to
_E
a4SE rO B4SE* 1.4" MAX
6"
3"
0.6
17
PLAN VIEW TRUNCATED DOME
NOTES:
1. CURB RAMP DETECTABLE SURFACE SHALL EXTEND THE FULL WIDTH OF THE RAMP &
IN THE DIRECTION OF TRAVEL AND 24" FROM THE BACK OF CURB. DETECTABLE
No. 4 BARS 18" LONG
PER GUARD)
WARNING SURFACE SHALL BE CONSTRUCTED BY TEXTURING A TRUNCATED DOME PATTERN
(TWO
PER ADA ACCESSIBILITY GUIDELINES SECT. 4.29.2 (SEE DETAIL ABOVE). TRANSITION
SLOPES.SHALL NOT HAVE DETECTABLE WARNINGS.
2. DETECTABLE WARNING SURFACES SHALL BE COLORED (BRICK RED) WITH AN IRON
OXIDE PIGMENT MEETING THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION
927, LATEST EDITION.
3. THE ACCEPTANCE CRITERIA FOR DETECTABLE WARNINGS ARE AS FOLLOWS:
-THE RAMP DETECTABLE WARNING SURFACE SHALL BE COMPLETE AND UNIFORM IN
SECTION 'A'
COLOR AND TEXTURE.
-90% OF THE INDIVIDUAL DOMES MUST COMPLY WITH THE DESIGN CRITERIA.
-THERE MAY BE NO MORE THAN 4 NON -COMPLYING, DOMES IN ANY ONE SQUARE FOOT
WHEEL STOP DETAIL
OF SURFACE.
-NO TWO ADJACENT DOMES MAY BE NON-COMPLIANT.
N.Ts.
-SURFACE MAY NOT DEVIATE MORE THAN 0.1" FROM A TRUE PLANE.
4. SEE FDOT STANDARD INDEX 304, LATEt-r EDITION, FOR MORE DETAILS.
11RUNCATED DOME DETAIL
N.T.S.
TAX PARCEL 25
SSMF
Top :
W IM
(2) 5'x ( PIA. CONC. FILLED
eAL\/. PIPES 4' ABO\1E GRADE,
'PIN
PAINT YELLON. (TrP)
W"
6H. CMU BLOCK
I^V #5
HALL
VERT, REIN
AT 52" O.C.
*r
&
STUCCO 4 PAINT
FND. 5/8" I.RX.
BUSSEN ENG.
LEGEND & ABBREVIATIONS: 0 - Set 5/B' iron rod with plastic cap
le)"XIO" MONOLITH16 A = Set nail with metal disc 0 = Set concrete monument with disc
REINFORCED CONC, 4' C. L. F. - = Center Une
FOOTINO W2#5 CON 6' W.F. XXX = Existing Elevations
------------- OHPIL (X -XX) = Proposed Elevations
25'CLEAR ZONE (B. M.)= Benchmark, (CONC.) =Concrete, (C\L) =Csnterline,(C. B.)=Concrete Block 4� tA
MEASURED FROM (C.B.S.)=Concrete Block Structure,(C.&.S)=Covered and Screened,
REAR OF THE PAD (C.M.)-Concrete Monument, (C. M.P) -Corrigated Metal Pipe,(C.LF.) =Chain U
ink Fence 0
(D)= Deed, (E. M.) =Electric Meter, (F.F.E.)= Finished Floor Elevation, (Fnd.) =Found,
(F.P.R.)-Fixed Point of Reference, (IRC)=Iron Rod with Cap,(I.P.)=Iron Pipe
DUMPSTER.ENCLOSURE (G.M.)=Gos Meter, (LB.) =Licensed Business, (L.S.) =Licensed Surveyor, (M) =Measured
N.T.S. (M E,S.)=Mitered End Section,(N&D)=Nail & Disc,(O.R.B.)=Official Records Book,
(OHPL)=Over Head Power Une,(P.C.P.) =Permanent Control Point, (P)=Plot
P.D.B.)=Point of Beginning, (P. D.C.)= Point of Commencement
P.R.M.)=Permanant Reference Monument,(P.U.& D.E.)=Public Utility & Drainage Easement,
(RNG.)=Range,(R.C.P.)-ReinfDrced Conc. Pipe,(R\W) -Right of Way,(SEC.) -Section
(TWP.)=Township,(WUP)=Wood Utility Pole, (W.F.S,)=Wood Frame Structure,(W.M.)=Water Meter
GENEOAL NOTES:
1. PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.
2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADE DURING CONSTRUCTION. THE DESIGN
FIRM SHALL NOT BE HELD RESPONSIBLE FOR WORK, NOT IN ACCORDANCE NTH THESE DOCUMENTS OR UNSATISFACTORY
WORK BY THE CONTRACTOR. IN THE EVENT THAT A PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE
DESIGN FIRM SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED, PRIOR TO COMMENCEMENT OF
WORK.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED DOCUMENTS FROM THE
DESIGN FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN GROUPS ATTENTION PRIOR TO THE
COMMENCEMENT OF WORK.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITED CONDITIONS AND REPORT ANY
DISCREPANCIES TO THE DESIGN FIRM PRIOR TO COMMENCEMENT OR CONTINUATION OF ONGOING CONSTRUCTION.
5. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN CODE OF ORDINANCES FOR THE
CITY OF CAPE CANAVERAL.
6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING CONSTRUCTION.
7. THE CONTRACTOR WILL BE RESPONSIBLE TO PROTECT AND/OR REPLACE ANY DAMAGED SURVEY MONUMENTATION WITHIN
PROJECT LIMITS USING A STATE OF FLORIDA LICENSED SURVEYOR.
z r*% OrLjr%%Ir rV1Cr1K10_ 0 Atirn CZWnI 11 nrP INCI I IDING MITE EDGE LINE. DO NOT DISTURB MAINLINE BASE UNULK
F-
A ALT
q,
4" MIN. R 2" IVEWAY
5 MAX. CAST OR RUBBED ENTRANCE
STOP IGN 6' 10 SKIP
< 2) # 5 X 24"
CONC. REBAR PINS
PA
FND. 2
z
3/4" DIAMETER Nfi ID. 0' WEST
Wl�TNESS DINT C;i ?3
HOLES SDI
0 ON\ I,,9T 1_11
T.. 9
V 11-\
PHONE 1300T 0
(2)# 3 REBAR 5' WIDE N RETE
'17 SID F
11110� IQ
1/4" PITCH OPTIONAL EWALK OT
X INDEX 1310
8 MIN.'9" MAX. z
ror L ASPHALT LU
5' WIDE 00 R
SIDEWALK P ru DRIVEWAY
DEX #310 FIRE ENTRANCE
HYDRANT
TAX PARCEL 826
SECTION 'B'
Y
TIR STOP,
SDI 0 `7YP.
0
R2'
X:5A
7
CONSTRUCT D
WARNING PER F
i*FIC IND
DIRECTIO TX�0304
ARR (TYP) 1\
ASPHALT
I . KIP
DRIVEWAY
�S HAL 0 Irw MITE TH Me ENTRANCE
12'X45' UNLOADING VhirrE ONCRE ROSSWALK ER
PAVEMEN FADOT NO 346
AREA E (1YP.) I
4*W BLLfE I*,
2
GUY HI THERMOPLASTIC
TYP.
N UCT DETECTABLE
W N1 PER FOOT INDEX
P__-\4.`lPCP LOGO J3
(TYIP.)
CON UC HDCP. CURB
0
CONCRETE RAMP INDEX
PAVEMENT 4'* BLUE
SIR PE fa04 kU
CURB RAMP & 4'w. ITE
DETECTABUE '(TY \X
STRIPE P.)
Ri 5' WARNING
HDCP SIGN
0
RETAIL BUILDING
FIN. FLR. EL - 9.00
O�\
0
'URB R
AMP & L
0' 0 5' WIDE CRErE _j
Lill UJI
R15' FOOT 1'4
INDEX 03) CIO
lb
0, LU
X\
0
k
27 DOUBLE
)BLE
OW STRIPE
In =3
12"
0, �4 30 0' STOP
ELEC.
LL
BOX p, - -�t 00
C=) �g ce) 00
C-4
OR (5) NO LEFT TURN" SIG C-4
ASPH
CONCRETE 2:4 1� r10 W LLi
-,-PAVEMENT 25 1--
12' V\ v) ce W -LOU")
u W Uj C/) U-�
STRIPE (TYP.) 0)
12'X45' UNLOADING LU Z?,m
AREA C: , 0
C4 0=
TIRESTOP 6j
0 cr_ =3
0 0
TYP. ILL z
0",
RETENTION AREA 4*4 BLUE
SEE SHEETC-4 FOR STRIPE(TYP) C,3
FLAG PO E0 LU
GRADES & ELEVATIONS N M a. ILL.
FLOO ......
STOP SIGN & RAM
DETECTAB
WARNING
STOP BAR (TYP)
10"
SODDED GREEN AREA
, "gM.
<
SPHALTOR
WLp
CONCRETE
PAVEMENT 10 X
12'w WHITE THERMOPLASTIC LIJ
CROSSWALK STRIPING. TOP OF BANK
TMCAL FOR ONSITE
zz z
LL
X
EX 5/8 1.-1
TOP OF BANK
LP
0A_
12 BALL tJUA
\X LIJ
>
CATV p U -j 0
RADIUS 2 00
b
WELL -__9 FALLS DELTA 1 0 0, 12, > z
r LENGTH
POND
Fir
> GU
El W
/ SIGN PO
12"
k2
IRE M
UP
WLP TWIN 12" 12" PUMP HOUSE U
TS BO
1 4 FND. 1/2' R.C.
14
t
ca
U 24
ej
W WUP
0 4
W F.
GAZEBO VIA&
12
FALLS
C4 (;LIY
WLP T!
0- 0. 13MYT %�v 11 M114 PUERTO DEL RIO PHASE 3A
�4 WHITE EDGE LINE. REPLACE WITH FULL DEPTH CONSTRUCTION. O.R.B. 5619, PG. 6509 POND SSMH
�i EX 17346. CONCREFE TOE OF SLOPE
9. STRIPING IN RIGHT-OF-WAY IS TO BE THERMOPLASTIC AND PER FDOT STANDARD IND
10. ALL CONSTRUCTION IN RIGHT-OF-WAY MUST BE PERFORMED ACCORDING TO THE APPLICABLE FDOT ROADWAY AND DRAINAGE
r4 DESIGN STANDARDS AND SPECIFICATIONS. 7E X 10�
I -OF-WAY WITH BERMUDA SOD ONLY. 10..
11. SOD ALL AREAS DISTURBED BY CONSTRUCTION IN THE FDOT RIGHT TIONS, METER BOXES OR VALVE BOXES
12. REGARDLESS OF PRIVATE OR PUBLIC DEDICATIONS THERE WILL BE NO UTILITY CONNEC
12 -
IN EXISTING OR PROPOSED SIDEWALKS OR DRIVEWAY AREAS. 6- PIA. STEEL PIPE
In FILLED HITH 2,000
P51 CONCRETE GRATE
13. THE SITE PLAN IS NOT REQUIRED TO SUBMIT A RISK MANAGEMENT PLAN (RMP). PAINTED YELLON %P 14
14. THE CONTRACTOR IS TO BE RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY MONUMENTATION WITHIN THE PROJECT
LIMITS BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. bx
ORDINANCES FOR THE CITY OF CAPE 1, (D
15. IF EXTERIOR SITE LIGHTING IS PROPOSED. SITE LIGHTING MUST CONFORM TO CODE OF A,! ELECTRICAL BOX
CANAVERAL AND THE ENGINEER OF RECORD SHALL CERTIFY THAT IT COMPLIES PRIOR TO THE ISSUANCE OF A CERTIFICATE
PIRE
CITY OF CAPE CANAVERAL. PLEASE DEMONSTRATE COMPLIANCE
9 OF OCCUPANCY OF A BUILDING PERMIT APPROVED BY THE
I AN ELECTRICAL LIGHTING ENGINEER THAT 0
-1 WITH THE LIGHTING CODE BY ATTACHING A SEALED CER11FICATION STATEMENT FROM HEARIN& SURFACE AS ASPHALT
5HO N & D .6% DRIVEWAY
THE CITY OF CAPE CANAVERAL. '11. 1.50' EAST
THE PROPOSED LIGHTING FIXTURES ARE CONSISTENT WITH THE REQUIREMENTS AS STATED IN THE CODE OF ORDINANCES FOR P4N ON PLANS F *
No NCE
16. CONTRACTOR SHALL SECURE FIL DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF INTENT TO USE GENERIC PERMIT WITNESS POINT
FOR STORMWATER DISCHARGE AS REQUIRED BY 62-621.300 (4) F.A.C. PRIOR TO ANY LAND DISTURBING ACTIVITY. -A_ r
17. LAND DISTURBING ACTIVITIES SHALL CONFORM WITH THE REQUIERIVIENTS OF THE STORMWATER POLLUT10N PREVENTION PLAN
0, RAI`)l 56
0
AS REQUIRED BY 62-631.300 (4) F.A.C. PLLTA 14' 5 f)
L-FNGTH 146.42'
EXPAN51ON JOINT, INN
"PREMOLDED WUP
1/4
SITE PLAN NOTES ASPHALT STRIP
SET 1/43" BELOV4
TOP MARK
1. ALL HANDICAP SPACES SHALL COMPLY WITH CITY OF CAPE CANAVERAL STANDARDS. 0
2. SEE DETAIL SHEET FOR TYPICAL PARKING LAYOUT.
3. SOD ALL SLOPES GREATER THAN 5: 1 DESIGN BUILD
U
4. ALL DIMENSIONS ARE TO THE FACE OF CURB. SO - 0 .
All.
THE PUBLIC CONCRETE TO BE
5. ALL ONSITE PAVEMENT MARKING SHALL BE REFLECTIVE PAINT AND SHALL MEET FDOT SPECIFICATIONS. 3,000 P51 COMP. SDI TOP 7 26'
6. R/W STRENOTH AT 2e� DAYS 0.5'X2' WEIR EL.=6.20 \3
STOP BAR AND SPECIAL EMPHASIS CROSS WALK STRIPING AS WELL AS ALL PAVEMENT MARKINGS IN web: maidesignbuild,COM
CL SHALL BE THERMOPLASTIC AND SHALL MEET FDOT SPECIFICATIONS. 4" PVC INV. EL.=4.86'
-WITHIN 7.5 FEET TO THE FRONT 15" R.C.P. EL.=3.58'
coq 5�, email: info@maidesignbuild.com
E 7. LANDSCAPING, OR ANY OTHER OBSTRUCTION SHALL NOT BE LOCATED
L9 AND SIDES OR 4.5 FEET TO THE REAR OF ANY FIRE HYDRANT OR FDC. FNj)-5�-8Z,,f 'C'
'HORN
8. WATER FOR FIRE FIGHTING PURPOSES SHALL BE INDICATED WITH A BLUE ROADWAY REFLECTOR PLACED ONE FOOT FROM I - . Date: 09-13-2011
CUP SPEED LIMIT i__- ---11.1 Sheet
OFF THE CENTER LINE OF THE ROAD FACING THE FIRE HYDRANT. THIS INCLUDES NEW AND EXISTING SOURCES. �SIGN Scale: AS SHWN
9. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE WHEN COMBUSTIBLES ARE BROUGHT ON SITE. F 12 TV BOX Drawn- S I BC
10. NEW FIRE HYDRANTS SHALL BE POSITIONED NOT MORE THAN 8 FEET NOR LESS THAN 6 FEET OFF THE EDGE 0 PIA.
TIONED BETWEEN 18"-24" ABOVE
Checked:
in PAVEMENT. THE CENTER LINE OF THE STEAMER CONNECTION (4-1/2-) SHALL BE POSI lb* 1 C-2
FINISH GRADE (I.E. SODDED OR MULCHED). ALSO, ALL HYDRANTS SHALL BE READILY ACCESSABLE WITHOUT THE NEED TO SITE LAYOUT PLAN 0 75 15' 39 69
TRAVERSE SWALES, DITCHES, ETC. DOLLARD DETAIL
9 i Approved: DTM'
1-4 11. ACCESS SHALL BE ATHER DRIVING SURFACE CAPABLE OF 1" 39 3 of 1"S'
- PROVIDED BY UNOBSTRUCTED, 20 FOOT WIDE, ALL WE SUPPORTING N.T.S.
A 32 -TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION.
1 Proj ff: 2011-005
1" = 31Y
14 1 Aig'APT
_�4
77
A
64
.0.
. A',
6' THIICK�RbNI`Oi;�CEP..
6
-4
4
,6ONaRETE FAtD
:4 -'-
x
.4
4
4
4 4 A
4'
FND. 5/8" I.RX.
BUSSEN ENG.
LEGEND & ABBREVIATIONS: 0 - Set 5/B' iron rod with plastic cap
le)"XIO" MONOLITH16 A = Set nail with metal disc 0 = Set concrete monument with disc
REINFORCED CONC, 4' C. L. F. - = Center Une
FOOTINO W2#5 CON 6' W.F. XXX = Existing Elevations
------------- OHPIL (X -XX) = Proposed Elevations
25'CLEAR ZONE (B. M.)= Benchmark, (CONC.) =Concrete, (C\L) =Csnterline,(C. B.)=Concrete Block 4� tA
MEASURED FROM (C.B.S.)=Concrete Block Structure,(C.&.S)=Covered and Screened,
REAR OF THE PAD (C.M.)-Concrete Monument, (C. M.P) -Corrigated Metal Pipe,(C.LF.) =Chain U
ink Fence 0
(D)= Deed, (E. M.) =Electric Meter, (F.F.E.)= Finished Floor Elevation, (Fnd.) =Found,
(F.P.R.)-Fixed Point of Reference, (IRC)=Iron Rod with Cap,(I.P.)=Iron Pipe
DUMPSTER.ENCLOSURE (G.M.)=Gos Meter, (LB.) =Licensed Business, (L.S.) =Licensed Surveyor, (M) =Measured
N.T.S. (M E,S.)=Mitered End Section,(N&D)=Nail & Disc,(O.R.B.)=Official Records Book,
(OHPL)=Over Head Power Une,(P.C.P.) =Permanent Control Point, (P)=Plot
P.D.B.)=Point of Beginning, (P. D.C.)= Point of Commencement
P.R.M.)=Permanant Reference Monument,(P.U.& D.E.)=Public Utility & Drainage Easement,
(RNG.)=Range,(R.C.P.)-ReinfDrced Conc. Pipe,(R\W) -Right of Way,(SEC.) -Section
(TWP.)=Township,(WUP)=Wood Utility Pole, (W.F.S,)=Wood Frame Structure,(W.M.)=Water Meter
GENEOAL NOTES:
1. PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.
2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADE DURING CONSTRUCTION. THE DESIGN
FIRM SHALL NOT BE HELD RESPONSIBLE FOR WORK, NOT IN ACCORDANCE NTH THESE DOCUMENTS OR UNSATISFACTORY
WORK BY THE CONTRACTOR. IN THE EVENT THAT A PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE
DESIGN FIRM SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED, PRIOR TO COMMENCEMENT OF
WORK.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED DOCUMENTS FROM THE
DESIGN FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN GROUPS ATTENTION PRIOR TO THE
COMMENCEMENT OF WORK.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITED CONDITIONS AND REPORT ANY
DISCREPANCIES TO THE DESIGN FIRM PRIOR TO COMMENCEMENT OR CONTINUATION OF ONGOING CONSTRUCTION.
5. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN CODE OF ORDINANCES FOR THE
CITY OF CAPE CANAVERAL.
6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING CONSTRUCTION.
7. THE CONTRACTOR WILL BE RESPONSIBLE TO PROTECT AND/OR REPLACE ANY DAMAGED SURVEY MONUMENTATION WITHIN
PROJECT LIMITS USING A STATE OF FLORIDA LICENSED SURVEYOR.
z r*% OrLjr%%Ir rV1Cr1K10_ 0 Atirn CZWnI 11 nrP INCI I IDING MITE EDGE LINE. DO NOT DISTURB MAINLINE BASE UNULK
F-
A ALT
q,
4" MIN. R 2" IVEWAY
5 MAX. CAST OR RUBBED ENTRANCE
STOP IGN 6' 10 SKIP
< 2) # 5 X 24"
CONC. REBAR PINS
PA
FND. 2
z
3/4" DIAMETER Nfi ID. 0' WEST
Wl�TNESS DINT C;i ?3
HOLES SDI
0 ON\ I,,9T 1_11
T.. 9
V 11-\
PHONE 1300T 0
(2)# 3 REBAR 5' WIDE N RETE
'17 SID F
11110� IQ
1/4" PITCH OPTIONAL EWALK OT
X INDEX 1310
8 MIN.'9" MAX. z
ror L ASPHALT LU
5' WIDE 00 R
SIDEWALK P ru DRIVEWAY
DEX #310 FIRE ENTRANCE
HYDRANT
TAX PARCEL 826
SECTION 'B'
Y
TIR STOP,
SDI 0 `7YP.
0
R2'
X:5A
7
CONSTRUCT D
WARNING PER F
i*FIC IND
DIRECTIO TX�0304
ARR (TYP) 1\
ASPHALT
I . KIP
DRIVEWAY
�S HAL 0 Irw MITE TH Me ENTRANCE
12'X45' UNLOADING VhirrE ONCRE ROSSWALK ER
PAVEMEN FADOT NO 346
AREA E (1YP.) I
4*W BLLfE I*,
2
GUY HI THERMOPLASTIC
TYP.
N UCT DETECTABLE
W N1 PER FOOT INDEX
P__-\4.`lPCP LOGO J3
(TYIP.)
CON UC HDCP. CURB
0
CONCRETE RAMP INDEX
PAVEMENT 4'* BLUE
SIR PE fa04 kU
CURB RAMP & 4'w. ITE
DETECTABUE '(TY \X
STRIPE P.)
Ri 5' WARNING
HDCP SIGN
0
RETAIL BUILDING
FIN. FLR. EL - 9.00
O�\
0
'URB R
AMP & L
0' 0 5' WIDE CRErE _j
Lill UJI
R15' FOOT 1'4
INDEX 03) CIO
lb
0, LU
X\
0
k
27 DOUBLE
)BLE
OW STRIPE
In =3
12"
0, �4 30 0' STOP
ELEC.
LL
BOX p, - -�t 00
C=) �g ce) 00
C-4
OR (5) NO LEFT TURN" SIG C-4
ASPH
CONCRETE 2:4 1� r10 W LLi
-,-PAVEMENT 25 1--
12' V\ v) ce W -LOU")
u W Uj C/) U-�
STRIPE (TYP.) 0)
12'X45' UNLOADING LU Z?,m
AREA C: , 0
C4 0=
TIRESTOP 6j
0 cr_ =3
0 0
TYP. ILL z
0",
RETENTION AREA 4*4 BLUE
SEE SHEETC-4 FOR STRIPE(TYP) C,3
FLAG PO E0 LU
GRADES & ELEVATIONS N M a. ILL.
FLOO ......
STOP SIGN & RAM
DETECTAB
WARNING
STOP BAR (TYP)
10"
SODDED GREEN AREA
, "gM.
<
SPHALTOR
WLp
CONCRETE
PAVEMENT 10 X
12'w WHITE THERMOPLASTIC LIJ
CROSSWALK STRIPING. TOP OF BANK
TMCAL FOR ONSITE
zz z
LL
X
EX 5/8 1.-1
TOP OF BANK
LP
0A_
12 BALL tJUA
\X LIJ
>
CATV p U -j 0
RADIUS 2 00
b
WELL -__9 FALLS DELTA 1 0 0, 12, > z
r LENGTH
POND
Fir
> GU
El W
/ SIGN PO
12"
k2
IRE M
UP
WLP TWIN 12" 12" PUMP HOUSE U
TS BO
1 4 FND. 1/2' R.C.
14
t
ca
U 24
ej
W WUP
0 4
W F.
GAZEBO VIA&
12
FALLS
C4 (;LIY
WLP T!
0- 0. 13MYT %�v 11 M114 PUERTO DEL RIO PHASE 3A
�4 WHITE EDGE LINE. REPLACE WITH FULL DEPTH CONSTRUCTION. O.R.B. 5619, PG. 6509 POND SSMH
�i EX 17346. CONCREFE TOE OF SLOPE
9. STRIPING IN RIGHT-OF-WAY IS TO BE THERMOPLASTIC AND PER FDOT STANDARD IND
10. ALL CONSTRUCTION IN RIGHT-OF-WAY MUST BE PERFORMED ACCORDING TO THE APPLICABLE FDOT ROADWAY AND DRAINAGE
r4 DESIGN STANDARDS AND SPECIFICATIONS. 7E X 10�
I -OF-WAY WITH BERMUDA SOD ONLY. 10..
11. SOD ALL AREAS DISTURBED BY CONSTRUCTION IN THE FDOT RIGHT TIONS, METER BOXES OR VALVE BOXES
12. REGARDLESS OF PRIVATE OR PUBLIC DEDICATIONS THERE WILL BE NO UTILITY CONNEC
12 -
IN EXISTING OR PROPOSED SIDEWALKS OR DRIVEWAY AREAS. 6- PIA. STEEL PIPE
In FILLED HITH 2,000
P51 CONCRETE GRATE
13. THE SITE PLAN IS NOT REQUIRED TO SUBMIT A RISK MANAGEMENT PLAN (RMP). PAINTED YELLON %P 14
14. THE CONTRACTOR IS TO BE RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY MONUMENTATION WITHIN THE PROJECT
LIMITS BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. bx
ORDINANCES FOR THE CITY OF CAPE 1, (D
15. IF EXTERIOR SITE LIGHTING IS PROPOSED. SITE LIGHTING MUST CONFORM TO CODE OF A,! ELECTRICAL BOX
CANAVERAL AND THE ENGINEER OF RECORD SHALL CERTIFY THAT IT COMPLIES PRIOR TO THE ISSUANCE OF A CERTIFICATE
PIRE
CITY OF CAPE CANAVERAL. PLEASE DEMONSTRATE COMPLIANCE
9 OF OCCUPANCY OF A BUILDING PERMIT APPROVED BY THE
I AN ELECTRICAL LIGHTING ENGINEER THAT 0
-1 WITH THE LIGHTING CODE BY ATTACHING A SEALED CER11FICATION STATEMENT FROM HEARIN& SURFACE AS ASPHALT
5HO N & D .6% DRIVEWAY
THE CITY OF CAPE CANAVERAL. '11. 1.50' EAST
THE PROPOSED LIGHTING FIXTURES ARE CONSISTENT WITH THE REQUIREMENTS AS STATED IN THE CODE OF ORDINANCES FOR P4N ON PLANS F *
No NCE
16. CONTRACTOR SHALL SECURE FIL DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF INTENT TO USE GENERIC PERMIT WITNESS POINT
FOR STORMWATER DISCHARGE AS REQUIRED BY 62-621.300 (4) F.A.C. PRIOR TO ANY LAND DISTURBING ACTIVITY. -A_ r
17. LAND DISTURBING ACTIVITIES SHALL CONFORM WITH THE REQUIERIVIENTS OF THE STORMWATER POLLUT10N PREVENTION PLAN
0, RAI`)l 56
0
AS REQUIRED BY 62-631.300 (4) F.A.C. PLLTA 14' 5 f)
L-FNGTH 146.42'
EXPAN51ON JOINT, INN
"PREMOLDED WUP
1/4
SITE PLAN NOTES ASPHALT STRIP
SET 1/43" BELOV4
TOP MARK
1. ALL HANDICAP SPACES SHALL COMPLY WITH CITY OF CAPE CANAVERAL STANDARDS. 0
2. SEE DETAIL SHEET FOR TYPICAL PARKING LAYOUT.
3. SOD ALL SLOPES GREATER THAN 5: 1 DESIGN BUILD
U
4. ALL DIMENSIONS ARE TO THE FACE OF CURB. SO - 0 .
All.
THE PUBLIC CONCRETE TO BE
5. ALL ONSITE PAVEMENT MARKING SHALL BE REFLECTIVE PAINT AND SHALL MEET FDOT SPECIFICATIONS. 3,000 P51 COMP. SDI TOP 7 26'
6. R/W STRENOTH AT 2e� DAYS 0.5'X2' WEIR EL.=6.20 \3
STOP BAR AND SPECIAL EMPHASIS CROSS WALK STRIPING AS WELL AS ALL PAVEMENT MARKINGS IN web: maidesignbuild,COM
CL SHALL BE THERMOPLASTIC AND SHALL MEET FDOT SPECIFICATIONS. 4" PVC INV. EL.=4.86'
-WITHIN 7.5 FEET TO THE FRONT 15" R.C.P. EL.=3.58'
coq 5�, email: info@maidesignbuild.com
E 7. LANDSCAPING, OR ANY OTHER OBSTRUCTION SHALL NOT BE LOCATED
L9 AND SIDES OR 4.5 FEET TO THE REAR OF ANY FIRE HYDRANT OR FDC. FNj)-5�-8Z,,f 'C'
'HORN
8. WATER FOR FIRE FIGHTING PURPOSES SHALL BE INDICATED WITH A BLUE ROADWAY REFLECTOR PLACED ONE FOOT FROM I - . Date: 09-13-2011
CUP SPEED LIMIT i__- ---11.1 Sheet
OFF THE CENTER LINE OF THE ROAD FACING THE FIRE HYDRANT. THIS INCLUDES NEW AND EXISTING SOURCES. �SIGN Scale: AS SHWN
9. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE WHEN COMBUSTIBLES ARE BROUGHT ON SITE. F 12 TV BOX Drawn- S I BC
10. NEW FIRE HYDRANTS SHALL BE POSITIONED NOT MORE THAN 8 FEET NOR LESS THAN 6 FEET OFF THE EDGE 0 PIA.
TIONED BETWEEN 18"-24" ABOVE
Checked:
in PAVEMENT. THE CENTER LINE OF THE STEAMER CONNECTION (4-1/2-) SHALL BE POSI lb* 1 C-2
FINISH GRADE (I.E. SODDED OR MULCHED). ALSO, ALL HYDRANTS SHALL BE READILY ACCESSABLE WITHOUT THE NEED TO SITE LAYOUT PLAN 0 75 15' 39 69
TRAVERSE SWALES, DITCHES, ETC. DOLLARD DETAIL
9 i Approved: DTM'
1-4 11. ACCESS SHALL BE ATHER DRIVING SURFACE CAPABLE OF 1" 39 3 of 1"S'
- PROVIDED BY UNOBSTRUCTED, 20 FOOT WIDE, ALL WE SUPPORTING N.T.S.
A 32 -TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION.
1 Proj ff: 2011-005
1" = 31Y
14 1 Aig'APT
4
r4
W)
13
a
0
E
8
M
Ln
TRAFFIC AREA H 4 VA E
Lill
r4 C-1
OF RISER PIPE WUP
(L OF RISER PIPE CONSTRUCT 12"X6" N <
TAPPING SLEEVE LF OF 6' C9 0
WITH 6" TAPPING
COVER MARKED "S" RE I E
VALVE
+1,4 F 2 PVC
MATCH EXISTING SURFACE E ICE LINE
FINISHED SOD GRADE 'Po ER METER REDUCED
1 1 20 LF 6"
...... I ...... DUCTILE IRON
FINISHED GRADE MAINTAINMINIMUM PIPE ASPHAL P ES RE BACKFL PRI�ENTER
j DRNBA, ,
-I HE 5 FT CLEARANCE BETWEEN ENTRANCE 6* DDCV S BLY
< FDC AND FIRE HYDRANT
4 EXISTING FIRE
4 HYDRANT *85' NORTH SIG 0
4 10 _1 I I ... . U . S. %.I � 6
tn Qi
6" 90' ELBOW
LLJ %
FIRE HYDRANT 2* go, ELBOW FND 2" I.R. ARATION BETWEEN
3000 PSI CONCRETE ALL AROUND ASSEMBLY SEE ID. 7. ' W ST DDCV AN TER METER
1�p bivu --kv S PC) LU
DETAIL ON JNE
_,2V PVC FIRE L INE
JOINT COMPOUND MATERIAL DRAWINGC-6A 1 6,-
5 MIN 1 1/2 31 LF OF 6" C 0 00 CONS LIC 12"xS*
6 MIN. CONSTRUCT FIRE IDEPI TAPPING SIL E & 6"
TAPPING E
3000 PSI CONCRETE /2 CONNECTION
ALL AROUND
16 LF OF 6" C900 f
PVC FIRE LINE 4 LF 6* LINE
C.I. CLEAN OUT BOX
4 45' PVC ELBOW AND LID. MOD. # 7610 *152 LF OF C900 S ASPHALT
PVC FIRE LINE DRIVEWAY
4" 45* PVC ELBOW FIRE ENTRANCE
TAX OA��gL 4r26OF 2' PVC HYDRANT
WATER SERVICE LINE
4" X 4" - 46' PVC WYE
AT Y
2" GATf
4" X 4" - 45! PVC WYE
6X6X6 ,VALVE
TEE 2 96- STOP IGN
A
EL61DWZ
10 6X2 N
KtL)UV >
6X
PVC CAP 4" PVC 2" 9(Y- TEE
AT TERMINUS ELBOW
PVC CAP
4" PVC
AT TERMINUS 9-
b.
N 0 N T FK% A FFI C CLEANOUT 6* g(r ASPHALT
ELBOW if DRIVEWAY
TRAFFIC CLEANOUT ENTRANCE
V
GUY
*11 LF OF 2" PVC
WATER SERVICE LINE
NC PAD FOR
TRANSFORMER
±14 LF OF S' C900
LEGEND & ABBREVIATIONS: 0 - Set 5/8' iron rod with plastic cop PVC FIRE LINE
A Set nail with metal disc 0 = Set concrete monument with disc to.
= 4' C.L.F. Center Line
TAX PARCEL 25
= 6' W.F. XXX = Existing Elevations
............. = OHPL (XXX) = Proposed Elevations RETAIL BUILDING
FIN. FLR. EL 9.OD
(B.M.)=Benchmark,(CONC.)=Concrete,(C\L)=Centerline,(C.B.)=Concrate Block LLI
1,
(C.B.S.)=Conerets Block Structure,(C.&.S)=Covered and Screened, 01, 114
z
(C.M.)-Concrete Monument, (C. M.P.) -Corrigated Metal Pipe,(C. LF.) =Chain Link Fence
(D)=Deed,(E.M.)=EIec;tric Meter,(F.F.E.)=Finished Floor Elevation,(Frid.)=Found,
(F.P.R.)-Fixed Point of Reference, (IRC) -iron Rod with Cap,(I.P.)=Iron Pipe <11 P
SSMH 7.47'
To, = .9 1
(G.M.)=Gas Meter,(L.B.)=Licensed Business,(LS.)=L;censed Surveyor,(M)=Measured NV.= 3.50' b ; Ln
(M.E.S.)= on,(N&D)=Nail & D1sc,(O.R.9.)=Ofr1cia1 Records Book, N W I b
\\ AwN
-Permanent Control Point, (P)=Plat.
(OHPL)-Over Head Power Une,(P.C.P.) >
�P.0.8,) -Point of Beginning,(P.O.C.)= Point of Commencement b:0
P.R.M.)=Permcnant Reference Monument,(P.U.& D.E.)=Public Utility & Drainoge Easement,
'YIP
-Range,(R.C,P,)-Reinforced Cone. Pipe,(R\W) -Right of Way,(SEC.) =Section
(RNG.) 'IV I - . . .. ""o W 1`q\, \ -, -<-0 01
(TWP.)=TownshIp,(WUP)=Wood Utility Pole (W.F.S.)=Wood Frame Structure,(W.M.)=Water Meter 'P�
r. rc,!o
\W",
0 C/) .:t 00
M 00
64 C', 6
12" LLj C� (y)
FIRE FLOW CALCULATIONS P -.- r,
4=j (1) 9 U.) - LO UI)
41
PROJECT NAME: BEACHEAVE COMPLEX I.E. 7.50 T� oll _C C)
I \�e ELEC. LU
10
F -
SITE ADDRESS: ASTRONAUT BLVD, CAPE CANAVERAL FLORIDA DVA
LAj CY)
C:
12'
E. 7.2-4,
PROJECT DESCRIPTION: RETAIL BUILDING 1 5) W W
0
IX
L1_ C) Z
FIRE AREA' 1ST FLOOR: 16.800 SF 2ND FLOOR: N/A SF .0. 12" 0
C C:)
PER FLOOR: r. CN
a) " M IL ILL
TOTAL FLOOR AREA: 16,800 SF (A)
bO
CONSTRUCTION TYPE: WOOD FRAME C = 1.5
ORDINARY C = 1.0
v
F = 18 (C) (SQ.RT. A)
NONCOMBUSTIBLE C = 0.8
L
18 X 0.8 X (SORT 16,800) FIRE RESISTIVE C = 0.6
b. FLAG POI 0
z, FLOOC L,�GHT
C.0 -1 E.- 6 53
BASE GPM REQUIRED: 1866 GPM (A)
OCCUPANCY: BUSINESS GROUP
OCCUPANCY CLASSIFICATION: ORDINARY FND. 5/8- I.R.C. 10
N > LU
BUSSEN ENG.
LIGHT -25% GPM _j
ORDINARY Nq b
0% GPM r3 - TS LL
SIGt CL
EXTRA +25% GPM 280 LF 4" SANITARY LP
-25% GPM SEWER SCH40 PVC
COMPLETE AUTOMATIC SPRINKLER LINE 0.
_j
0
SUBTOTAL 186.6 GPM (B) ZZ
z 16.
JOP OF BANK U
- 10' +25%
EXPOSURE: DISTANCE HAZARD CHARGE, 0 io (-'k, rj 6 LLJ
1.
NORTH 37 FT ADD +15 X 11 - 30' +20% 4- v S.D. P:
E X _1S TNG- _SW -AL E
----I.E. 5.75 . 5/8 P
- 60 EXISTING WELL P OF BANK
EAST 7150 FT ADD 0 X 31 +15%
BE REUSED FOR
SOUTH 7150 FT ADD 0 % 61 - 100, +107. 1 rj -LP 0�_ >
IRRIGATION SYSTEM
101 - 150' + 5% ro 41
W
WEST 7150 FT ADD 0 %
TOTAL PERCENTAGE 15 % (75% MAXIMUM) Uj
S;1 -
CATV 'o lob UJ i. -
V 6. �A \I,,.)
USE 15 % X B 280 + B 2146 GPM bK 1)3� A RADIUS 25.00' <,
NUMBER OF HYDRANTS REQUIRED: 2 WELL FALLS DELTA I Do* 00' I�P
LENGTH 43,63'
C.O. POND N�
%
-0
Uj
PED k'IN
Nv PO
I.E. 4.97 12"
7 -
TRENCH WIDTH VARIES CROWN TRENCH IN UNIMPROVED TRENCH WIDTH VARIES -
GROWN THLNGH IN AREAS �3" MIN�, �SEE TYPE B
W1 SIZE OF PIPE W/ SIZE OF PIPE WLP TWIN PUMP HOUSE U
UNIMPROVED AREAS BEDDIN & TR N HING DETAIL C.O.
(3" MIN.) FOR OTHER RESTORATION.) r. 00e,
I.E. 4.62
FINISHED GRADE (SEE NOTE 8) TIE-IN
FINISHED GRADE
X 14
ro FND. R.C.
VERIFY
I
c� k\
4.
V WV
Iz
:I< 0011*1
ID,
2 vj =>
- m b, WV
0 51-
z %
I b1 28 W/W-
SE . E NOTE 47 . \. uj -SEE NOTE 471\' L0 41r.0 I \ %
= S Lu X
F�5 COMMON FILL r � \, o__1 I?
COMMON FILL 1' PIPE.'O. o i� - I
"PIPE- O'D' D.. F. GAZEBO \\- , I P -
c,4 FALLS loj
WLP
12" (TYP.)NA, .1
SELECT WLP
AN TARY SEWER
12 TYP.) EXISTING 4*
)X
6W46N 9 im PUERTO DEL RIO P T 'RAL
LSA E TS 8
z SELECT COMMON FILL H WLP IS POLE
rr I - z O.R.B. 5619, PG. 6509
UNDISTURBED FILL uj FILL uj w 'HASE 3A POND ro
I = a- LLI -
EARTH BEDDING ROCK CONCRETE
o -
(SEE NOTE 3) PIPE BEDDING cp
RATE 1po 'o- o ZACHARYS SIGN
(SEE NOTE 8 9) UNDISTURBED EARTH �p
10"
b�-
12'
NOTES: NOTES: GR�TE
®rj `-EXISTING F;RE
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 98% OF THE, 1 . PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 98% OF THE NO .14" )k
MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. b., HYDRANT
2. TRENCH BACKIFILL COMMON FILL COMPACTED TO 98% OF THE 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 98% OF THE b
ELECTRICAL BOX
MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180.
3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED b1
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN LP S
BY THE ENGINEER.
ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE
REQUIRED AS DIRECTED BY THE ENGINEER. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX, PHALT
FN$
AS
DRIVEWAY
FOR PIPE DIAMETER 24" AND LARGER. NO 1 1.50' EAST
4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX.
ENTRANCE
WITNESS POINT
FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
b. . 11 . ')
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF FLOW FOR SEWERS.
6, ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE 130
RADJV
7. REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS. [)LLrA 14* 57' 8"
DIRECTION OF THE FLOW FOR SEWERS. LENGTH DESIGN BUILD
8. GRAVITY EXISTING POTABLE WATER 146.42' b
7. REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS. SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE
ETER LESS
ENGINEER. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAM
8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH CONNECTION TO BE CAPPED b� WUP
ETER 16" AND LARGER.
SPECIFICATIONS. ROAD SURFACE RESTORATION SHALL COMPLY WITH SPECIFICATIONS.
THAN 15", AND 6" MINIMUM FOR PIPE DIAM AND ABANDONED PER CITY
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF OF COCOA UTILITIES web: maidesignbuild.com
BEDDING ROCK BELOW THE PIPE. THE ENGINEER SHALL DETERMINE IN THE DEPARTMENT REQUIREMENTS
FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH 12" SE W email: info@maidesignbuild.com
SD�,\
SUITABLE FOUNDATION. i A 1, SITE UTILITIES PLAN 'Date: 09-13-2011
SDI TOP 7.26' 1 Sheet
12
0.5'X2' WEIR EL.= .20" 1" 39 Scale: AS SHWN
TYPE B BEDDING AND TYPE A BEDDING AND
4" PVC INV. EL.= 6'
EXISTING FIRE of b lb rY SBC
HYDRANT ±22 15" R.C.P. EL.=3 rN Drawn:
TRENCHING DETAIL' TRENCHING DETAIL
WEST FND. 5/8" I.R.C. -3
Checked:
N.T.S. 0 75 15' 3a 60r DTM C
N.T.S. DIETHORN SPEED LIMIT TM
CUP SIGN Approved: D
V 4 of 15;
11" 39
Proj #: 2oi i -om
0
A CONSTR K ES
PAVEMENT SPECIFICATIONS DRIVEWAY Ch -�- -�, r,
ENTRANCE PER FDOT ID 273 4 A �, 1,
J&
SPHALT S
GENERAL INV. EL. 15
IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONn DATED 2004 BE USED WHERE STOP SIGN
APPLICABLE FOR VARIOUS WORK. AND THAT WHERE SUCH WORDING THEREIN REFERS TO
THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION PERSONNEL. SUCH FND. 1/2" I.R.C. E7
WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE NO ID. 7.50' WEST
WITNESS POINT z
TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD 0
PROPER ON LOT LINE
AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT.
PHONE BOOTH
61- E I
\ \1 , X b 0
TICLE OR PARAGRAPH IS Ir I 11� u
IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION. AR
Ln
REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO.
ALL WORK SHALL BE A WORKMANLIKE MANNER AND SHALL CONFORM NTH ALL z
ASPHALT Lu
THE DRIVEWAY
V.,
APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. FIRE ENTRANCE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS S
HYDRANT
AND LICENSES REQUIRED TO BEGIN WORK.
TAX PARCEL 826
> V9
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE
Y
YEAR FROM THE DATE OF THE PROJECT OF ACCEPTANCE, DURING WHICH ALL FAULTY
CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S %P 1��
6 STOP IGN
EXPENSE.
GRADING A TA IN
11W
THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED.
PLAN GRADES INCLUDING TYPICAL SECTIONS.
ALL WORK SHALL BE IN ACCORDANCE NTH SECTION 120 OF THE STANDARD
5
v
SPECIFICATIONS. 268LF OF 19"X30*
"M ERCP PIPE
10
"x,
STAKING
NOTE: ASPHALT
CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR. DRIVEWAY
REFER TO SHEET C-7
fOR ADDITIONAL ENTRANCE
STABILIZING
-nON FOR
STABILIZING SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OF 50 N�OIRMA
CONSTRUCTION WITHIN
PSI FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH
RIGHT OF WAY
SECTION 160 OF THE STANDARD SPECIFICATIONS.
98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180. v
TION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST
(TYPE C STABILIZA
V
CONCRETE PAVEMENT
L
PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 345 OF THE
NOTE: GENERAL CONTRACTOR IS TO LOCATE
STANDARD SPECIFICATIONS.
AND IDENTIFY DEPTH OF ALL UTILITIES PRIOR
25 F I!*
AD TO DOING ANY EXCAVATION.
1Z
N
CONCRETE PAVEMENT SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN IN RETAIL BUILDING
ACCORDANCE NTH 9.00
FIN. FLR. EL - 9.00
TAX PARCEL 25 2 t NDS BASIN
V� N
OR AL W1
FLAT rF.
SECTION 350 OF THE STANDARD SPECIFICATIONS. 8.45
TYPICjj 5
_vt
OF12*
N
TESTING PE
.40
OF AN APPROVED INDEPENDENT TESTING 7 CON u r MES
THE CONTRACTOR SHALL RETAIN THE SERVICES DOVMS�OUT BY
%
LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE AND SURFACE COURSE MTL OLDS. MFR. VLK X 273
ONNECTED TO
SSMH
MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT
Top = 7.47' G' ADS PIPE, 8.40
9.00
r TMIC FS N
.52
OF THE ABOVE ITEMS. W INV.= 3.50' Chu
b uj
OF Ir 000/ T,
'E
IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE &97
SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE 4 NOS BASIN z 4P�
I AL W/ LLj
N
CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. I
T ATE
ro
::E rn
P
OTHER
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATION OF THE GEOTECHNICAL T- OF 12"
ENGINEER WITH RESPECT TO SITE PREPARATION FOR THE BUILDING AND DRIVEWAYS. -.30
ALL ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT.
SOD ALL SLOPES GREATER THAN 5: 1. 14 LF 12" ADS ELEC.
4 BOX
THE DEVELOPER IS RESPOSIBLE FOR ANY DAMAGE WITHIN ROAD AND DRAINAGE R/W AS b e -,t C=> -tt 00
3OLF OF12' NO
cl) ADS PIPE M 00
A DIRECT RESULT OF NEW CONSTRUCTION. <1 12
8.00 Z3 C?
X &97 ig" uj C',
K -C ;ja L
Lr) U")
LEGEND .01 � i
b L AL- u) I -Er- r� r,
ca F--: 0
F.F.E. FINISHED FLOOR ELEVATION
Lu U)
PROPOSED ELEVATION ro
CO 7:�
0
LL. W
1:3:01 LL C) Z
MATCH EXISTING GRADE
FLAG PO C: 0
0�b
77
y
0 EXISTING ELEVATION M a- ILL.
V11^1
DRAINAGE FLOW ARROW NE \,P")
v . I
N1, W
I.R.C. 100
PROPOSED HIGH POINT FND, 5/8 SOD ALL OF RETENTION AREA Qj
BUSSEN ENG.
A
DOWN TO POND WATER LINE e-
= TRUNCATED DOME
j)
CONSTRUCT Mid
INV. EL d4P
= PROPOSED PAVEMENT 116 X
00, INV 5.71'
zz :z: BANK W
TOP 0
S.D.,
0
LL
0
8.5' 7 'jo 4, 7 zz: -!:%s 5�7 5/8 LRA, z
It ; , 0', OF BANK
736
CXISANG MINI .35 C
rT00 F8. DO 1-\ REMOVE EXISTING
1 11 b
11. 11� � .., - T,
GOLF CONC. L
12
Lu
�1, F, X
RADIUS 25.00' uj
CATV -<
BOX Da
D(1577NG SL 4 FALLS DELTA = I DO` 00' 12"
OPE WELL'o , I ____ 1 , - 3.63'
j!j - z
LENGTH 4
A POND
EXISANG GR
f TYPE 'E' & TYPE 'H' .-T
JEEXISTING SLOPE -\
INLETS FOR CONTROL On \� I - IPED �"IN
te Ivc
STRUCTURE. SEE E) P
ULI
SECTION A -A x UJ
S INV 3.75' 4:1
SECTION FHI?U SWALE N. TS, _fb PUMP HOUSE CL
TMN 12"
WLP
A.0
rk
14 WP 3
b: 0 14"' WLP fl -r- IFND. .1 Z.O. LLJ
VVLP LOOD L
�ASTING f IMIT JB, 36
0 218 LF OF Cb
COICRETE
WV
11023 EROP PAVEMENT
6. O'l 11.
0K
40
(L
Fg. 00 8.07 EXISRNG MINI
Wv
GOLF CONC.
8.
2
WUP
UP
-7
W.1. UA41.
-80
12
EXIS77NO GRADE 1�5.4 XISANG SLOPE 0 \\v \�, _H WLP FA 6� UUT
IFY
TS BOx_/0
EXIS77NG SLOPE WLP W
\ 1� P-., -1 T'
/s� '' bp.11�
PUERTO DEL RIO PHASE 3A WILP
SECTION B -B O.R.B. 5619, PG. 6509 PON SSMH
�i ,--TOE OF SLOPE
CONCRETE ZACHARYS SIGN
SE07ION 71 -IRU SWALE N. T S. (9
R�TE
b.0 b -
I s -TI,
46.0' 4.01'6.0'1 12' 0 75 15' 30' 69
1 -0. 5' 8.3' GRATE EXISTING
Ui 4-7-0-0
5 _-0-k CONCRETE
FR EL. 4. .0 10 1 14"
Fg-. 0_0 k F8-.00-1-\ 9.56 WA T F6 PAVEMENT X b-1 I 'k 1"= 39
EXIS77NG MINI /_,778 \h ELECTRICAL BOX
- GOLF CONC. -7
In
/s�
9-&7
9 v
14
EXIS77NG SLOPE
(A .. I SLOPE
Ex1snNG GR40E-1 2. 1 SLOPE EXIS77NG GR4DE
EXIS71NG SLOPE POND BOTTOM EL. - -4.0
UILLIA 14 01 -Q6 ro. = 51_RUC_WF`IF= TABLE
LENGTH 146.42' DRAINAGF
.%%j-t=U I IVN U -k; SECTK N E -E --re N -
C36
E
In
0
9
14
14
0
01
SECTION THRU SWALE
N. TS,
28.0'
10.0, 10.0,
S 1W
E #VV W IkV
SUMP EL
6.59
DSj1
fDOT TYPE C
PROPOSED
- WATER E L. 4. 5 F6_-o_o1--\\
5.20
2.50
PA VEMENT'
1,T5_70-0-1
WIGAA TE
a 7
FOR DETAIL
DS12
frior W G
-
8.00
70
3.60
3.60
-S.'
60 -3.60
3.10
Sff SHEET �6
L (0: 1 SLOPE
WIGR4 7 E
2.- 1 SLOPE
POND BOT70M EL. - -4. 0
SECTION D -D
f OR DETAIL
SECTION 7HIFU RUENTION
N. TS.
SECTION THRU RETENTION N. T S. LP WUP
it 111 .01' 12.0' 0.
- 12 A�.j3EUk--0
CONNECT NEW ERCP
TO EXISTING CONTROL
5.00 STRUCTURE
70 N INV 3.60 12"
SDI TOP 7.26
HATER EL. 4.5 0.5'X2' -WEIR EL.=;6.20'
IFIV INV. tL.=1h6
7 15" R.C.P. EL.=
NOTE'
__3 ND. 5�8" LRI.C.
- 2-1 REMOVE THE EXISTING 4" DIETHORN j b
A�Eib I ORIFACE AND GROUT THIS b
CUP- SPEED LIMIT EXISTING 15" DIAMETER
=Z-3 OPENING AND THE EXISTING SIGN OUTFALL DISCHARGE PIPE"
-5 J
WEIR OPENING SOLID WITH
I SLOPE TO CENTRAL BOULEVARD
t 2. 1 51 ORE kt FXIS77NG GRADE NON -SHRINK GROUT 06-ry Box DRAINAGE SYSTEM
,j
BOTTOM EL. -4.0
k ID
SECTION F -F v - 'A kN SITE DRAINAGE PLAN
SECTION THRU RLTENTION N. T S. �3!�b �i 4� I" 30r
I Nb Ilu
57RUCT ID
- _ nFE
rOPIRIM EL
N #VV
S 1W
E #VV W IkV
SUMP EL
COMMEWS
DSj1
fDOT TYPE C
3.00
---
5.20
2.50
SEr SHEET C6
.
WIGAA TE
FOR DETAIL
DS12
frior W G
-
8.00
70
3.60
3.60
-S.'
60 -3.60
3.10
Sff SHEET �6
WIGR4 7 E
f OR DETAIL
DS#3
f5or TME G
8.00
---
4.10
4.10 ---
3.60
Sff SHaT C6
I WIGAM TE
FOR DETAIL
DS#4
FDOT TYPE F
W1 GAA7E
8.00
---
---
4.55 4.55
4.05
SEE ShEEr C6
FOR DETAIL
DS#5
fDOr nPE G
WIGR4 7 E -
8.00
---
5.00
--- 5.00
4.50
SEE SHEET C6
FOR DETAIL
DS#6
FDOr TYPE F
8.00
5.50
5.50
--- ---
5.00
SEE' SHEET C6
W1 ORA 7E
FOR DETAIL
DS#7
fVt9r TYPE G
WIGAA 7 E -
8.00
5.00
---
--- 5.00
4.50
SEE SHUT C6
FOR DETA&
DSj8
FDOr TYPE F
W1 GRA 7E
8.00
---
---
4.55 4.55
4.05
Sff SHEET C6
FOR DErNL
DS#9
fVOT TYPE G
8.00
4.10
---
4.10 ---
3.60
SEE SHEET C6
WIGAA 7 E
I
I FOR DETAIL
r6ur77Ff_u_
WIGRA 7 r
6.20
---
I ---
3.00 3.00
_ ___
2.50
1 Sff SHEET 16
f OR IL
DESIGN BUILD
web: maidesignbuild.com
email: info@maidesignbuild.com I
Date: 0 . 9 - -13-2011 1 Sheet
11-- 1. - I
Scale: AS SHWN
Drawn: SBC
'Checked: DTw' C-4
Approved: DTM
1 5 of 1
Proj #: 2011-005
PAVEME T SPECIFICATIONS
GENERAL
IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION* DATED 2004 BE USED WHERE
APPLICABLE FOR VARIOUS WORK. AND THAT WHERE SUCH WORDING THEREIN REFERS TO
THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION PERSONNEL, SUCH
WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE
PROPER TERMINOLOGY, THEREBY MAKIN.G SUCH nSTANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION* AS THE STANDARD SPECIFICATIONS" FOR THIS PROJECT.
IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION. ARTICLE OR PARAGRAPH IS
REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO.
ALL WORK SHALL BE A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL
APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS
AND LICENSES REQUIRED TO BEGIN WORK.
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE
YEAR FROM THE DATE OF THE PROJECT OF ACCEPTANCE. DURING WHICH ALL FAULTY
CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S
EXPENSE.
GRADING
THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED
PLAN GRADES INCLUDING TYPICAL SECTIONS.
ALL WORK SHALL BE IN ACCORDANCE NTH SECTION 120 OF THE STANDARD
SPECIFICATIONS.
STAKING
CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR.
STABILIZING
STABILIZING SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OF 50
PSI FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH
SECTION 160 OF THE STANDARD SPECIFICATIONS.
(TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST
98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180.
CONCRETE PAVEMENT
PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 345 OF THE
STANDARD SPECIFICATIONS.
CONCRETE PAVEMENT SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN IN
ACCORDANCE WITH
SECTION 350 OF THE STANDARD SPECIFICATIONS.
TESTING
THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING
LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE AND SURFACE COURSE
MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT
OF THE ABOVE ITEMS.
IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE
SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE
CONTRACTOR'S EXPENSE, UNTIL THE PRO\ASIONS OF THESE SPECIFICATIONS ARE MET.
OTHER
THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATION OF THE GEOTECHNICAL
ENGINEER WITH RESPECT TO SITE PREPARATION FORTHE BUILDING AND DRIVEWAYS.
ALL ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT.
SOD ALL SLOPES GREATER THAN 5:1.
THE DEVELOPER IS RESPOSIBLE FOR ANY DAMAGE WITHIN ROAD AND DRAINAGE R/W AS
A DIRECT RESULT OF NEW CONSTRUCTION.
LEGEND
F.F.E. = FINISHED FLOOR ELEVATION
'-,gg - PROPOSED ELEVATION
= MATCH EXISTING GRADE
= EXISTING ELEVATION FND. 5/8- 1.
= DRAINAGE FLOW ARROW BUSSEN M
= PROPOSED HIGH POINT
= TRUNCATED DOME
PROPOSED PAVEMENT
DRAINAGE STRUCTURE TABLE
0
STOP SIG
FND. 1/2- I.R.C.
NO ID.
10
PHONE BOOTH <�
PA)
00. 1,
C)
47
�00�
SITE DRAINAGE PLAN - PHASE 2
_j
LLJ
N
z
LLJ CD
Cn
00 C2
14- 00
r- C:1 cf) 00
N CO C'4 C31 c)
(0 Ljj C" M C')
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CQ F-: C)
W U) I
F- Ll_� C4 C-4
Lu CV) Ce)
C'4 0
cS LLJ
0 u- 0 z
0
"Lu
c-4 M CL
Lu LLI
_j
LL.
bO
U LLJ
uj >
_< LIJ
C, > z
LIJ
TS POLE W� P
CROSS WAL K
Ts BOX u
xzX1"P LL
ZWATER VALVE UJ
ER VALVE
DESIGN BUILD
FOR INFORMATION ONLY
web: maidesignbuild.com
email: info@maidesignbuild.com
NOT PART OF THIS SUBMITTAL
Date: ___0_9'_13_ -_2_0"1_1
Sheet
S cate: AS SHWI
D-rawn: SBC
Checked: DT� C -4A
4
0 7.5' 15' 39 6Y I -- t
TM;
--------- j Approved: D
_71 5 Oof 115
2011-005
39 Proj #:
I
STRUCT ID
TKFE
TOPIRIM EL.
N 11VV
S INV
E INV
W INV
SUMP EL
COMMENTS
�FDOT
S#i
TYPE C
6.00
---
---
4.00
---
3.50
SEE SHEET C6
WIGRA TF
FOR DETAIL
DS#2
FDOT TYPE G
B.00
5.10
5.10
5.10
5.10
4.60
SEE SHEET C6
FOR DETAIL
WIGRA TE
-
DS#3
FDOT TrPE G
8.00
I
___
5.20
5.20
---
4.70
SEE SHEET C6
WIGRA TF
-
FOR DETAIL
DS#4
FDOT TYPE F
8.00
---
---
5.30
5.30
4.80
SEE SHEET C6
FOR DETAIL
W1 GRATE
W
DS#5
FDOT T)PE G
8.00
---
5.40
---
5.40
4.90
SEE SHEET C6
FOR DETAIL
U)
WIGRA 7F
<
__
DS#6
FDOT TYPE F
8.00
5.50
5.50
---
---
5.00
SEE SHEET C6
W1 GRATE
FOR DETAIL
Q_
-
DS#7
FDOT TYPE G
WIGRA TF
8.00
5.40
---
---
5.40
4.90
SEE SHEET C6
FOR DETAIL
-
FDOT TYPE F
---
---
5.30
5.30
4.80
SEE SHEET C6
DS#8
W/ GRATE
8.00
FOR DETAIL
DS#9
FDOT TYPE G
8.00
5.20
---
5.20
---
4.70
SEE SHEET C6
FOR DETAIL
WIGRA 7F
DS#10
FDOT TYPE C
6.80
5.60
---
5.70
---
5.10
SEE SHEET C6
FOR DETAIL
WIGRA TE
DS#11
FDOT TYPE F
8.00
---
---
---
5.40
4.90
S"-' S" -ET C6
FOR DETAIL
W,l GP,47E
DS#12
7VUr__rY_Pr_G
8.00
5.30
5.30
5.30
---
4.80
SEE SHEET C6
FOR DEWL
WIGRA TE
DS#13
FDor TYPE F
8.00
5.35
5.35
---
---
4.85
SEE SHEET C6
FOR DETAIL
W/ GRA 7r
DS#14
�� TYPE G
5.00
5.40
---
5.40
---
4.90
SEE SHEET C6
FOR DETAIL
WIGRA 7F
DS015
fWr TYPE r
8.00
---
---
5.45
5.45
4.95
SEE SHEET C8
FOR DETAIL
W1 GRA rE
DS#16
FDOr TYPE G
8.00
5.50
---
---
5.50
5.00
SEE SHEET C6
FOR DETAIL
TE
I
I -
DS#17
FVOT TYPE F
I
8.00
5.45
5.45
---
---
4.95
SEE SHEET
DETAIL
_W1 GRATE
IFOR
0
STOP SIG
FND. 1/2- I.R.C.
NO ID.
10
PHONE BOOTH <�
PA)
00. 1,
C)
47
�00�
SITE DRAINAGE PLAN - PHASE 2
_j
LLJ
N
z
LLJ CD
Cn
00 C2
14- 00
r- C:1 cf) 00
N CO C'4 C31 c)
(0 Ljj C" M C')
U) Lf) Lo
CQ F-: C)
W U) I
F- Ll_� C4 C-4
Lu CV) Ce)
C'4 0
cS LLJ
0 u- 0 z
0
"Lu
c-4 M CL
Lu LLI
_j
LL.
bO
U LLJ
uj >
_< LIJ
C, > z
LIJ
TS POLE W� P
CROSS WAL K
Ts BOX u
xzX1"P LL
ZWATER VALVE UJ
ER VALVE
DESIGN BUILD
FOR INFORMATION ONLY
web: maidesignbuild.com
email: info@maidesignbuild.com
NOT PART OF THIS SUBMITTAL
Date: ___0_9'_13_ -_2_0"1_1
Sheet
S cate: AS SHWI
D-rawn: SBC
Checked: DT� C -4A
4
0 7.5' 15' 39 6Y I -- t
TM;
--------- j Approved: D
_71 5 Oof 115
2011-005
39 Proj #:
I
i
x
CL
,n Ln
ui
Ln
0
d
NOTEs TREE TO 13E
PLACM AT SAME
64;tAM IT ORM HE16W OF ATTACHMENT
AT NURSERY. EGIUAL TO 213 HE16W
Or TREE
REMOVE ENOUGH 1/2" PIA. RLUE3ER H05E
WHOLE BRANG.A4ES
AND TWIGS NOT ALL
ENO TIM) TO REI)UCE 3 STRANIPS #12
FOLIAGE BY 0 GALVANIZED HIRE
00 NOT CUT LEAVM
FLA66049 TAPE
6' EARTH 5ALICER 41 MIN. WLCH
F.O.
I MI I I 501L MIXTURE
LMISTUPBW SOIL
6*
MI
.TREE PLANTING DETAIL
LIMITS OF SOP 0'TVI0AQ__ HIMITS OF SOD MFICAU
-1 . IT I I
MIN,
TIE HITH HEMP
COW.
3 2"X4' H2
STAKES. -n
HRAP TREE AT
APPROX. 1/3 HE16HT
HITH 5 LAYERS OF
BURLAP. HIRE 3
HOOD CLEATS TO
TRUNK, FOR SUPPORT
FOR HOOD BRACES.
STAKE PA12
P.O.
UWI9TI,)RBW SOIL
un-=. CjxM TA Arj=n
AT SAME ORAM IT GI;MH VARIE55
AT RF_5ERY.
SHRUB PLANTING DETAIL
N.T.S.
FND. 5/8- I.R.C.
BUSSEN ENG.
IRRIGATION NOTES:
AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IS TO BE
PROVIDED THAT WILL PROVIDE JOOy* COVERAGE OF ALL PLANTING
AND LAWN AREAS.
SOURCE OF WATER WILL BE VIA CONNECTION TO RE -USE WATER
MAIN CONNECTION LOCATED ON-SITE.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR AUTOMA71C
IRRIGATION SYSTEM CONSTRUCTION SHOWING DESIGN LAYOUT 8c
COMPONENTS.
IRRIGATION SYSTEM DESIGN SHALL MEET THE LATEST EDITION OF
THE CITY OF CAPE CANAVERAL LANDSCAPING REGULATIONS.
IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR
DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE
WHEN ADEQUATE RAINFALL HAS OCCURRED.
NOTE:
IRRIGATION SYSTEM MUST BE INSTALLED SUCH
THAT NO WATER OR OVERSPRAY IS DIRECTED
TO PAVEMENT IN THE FDOT RIGHT-OF-WAY.
CONTRACTOR SHALL PLANT LANDSCAPING AT
THE DRIVEWAY SUCH THAT THE REQUIRED
FDOT SIGHT DISTANCES ARE MET PER FDOT
INDEX 546.
r_ , A--riz A c 5 ry Ta ef Wf) b 4-- 5 14 A) A 4 1- 5 71n 11 IAJ �
0
TAX PARCEL 25
Vdrr-6 r-PIZ lf-fZ/�CIII-IaN
N
1. ALL PROPOSED TREES SHALL BE GRADED FLORIDA FANCY, ALL OTHER PLANT MATERIAL (SHRUBS AND
GROUNDCOVERS) SHALL BE GRADED FLORIDA NO. I OR BETTER AS OUTLINED UNDER GRADES AND STANDARD
FOR NURSERY PLANTS, STATE PLANT BOARD OF FLORIDA, UNLESS OTHERWISE NOTED.
SOIL USED FOR PLANTING (PLANTING MIX) SHALL CONSIST OF 60% PEAT HUMUS, 30% WOOD CHIPS (PINE
2.
BARK PASSING THROUGH 3/4" SCREEN) AND SAWDUST, 10X SAND. AND 2LB. STARTER FERTILIZER PER CUBIC
YARD. SOIL MIXTURE USED TO BACK FILL PLANTING PITS SHALL CONSIST OF TWO PARTS EXISTING TOP -SOIL
FROM ON-SITE AND ONE PART PREPARED PLANTING MIX (SEE ABOVE). DOLOMITE SHALL BE USED AS NEEDED
TO CORRECT SDI pH TO 6.0-6.5.
3. PLANTS SHALL BE ARRANGED IN BEDS USING TRIANGULAR SPACING.
4. PLANT FERTILIZER SHALL BE AGRIFORM 21 GRAM TABLETS, SLOW RELEASE. 20-10-5 ANALYSIS OR
. APPROVED EQUAL RATES OF APPLICATION SHALL BE AS RECOMMENDED BY MANUFACTURER.
5. STARTER FERT1L1ZER SHALL BE 6-6-6, 100% ORGANIC, NTH MINOR ELEMENTS. THIS FERTILIZER SHALL HAVE
UWI9TI,)RBW SOIL
un-=. CjxM TA Arj=n
AT SAME ORAM IT GI;MH VARIE55
AT RF_5ERY.
SHRUB PLANTING DETAIL
N.T.S.
FND. 5/8- I.R.C.
BUSSEN ENG.
IRRIGATION NOTES:
AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IS TO BE
PROVIDED THAT WILL PROVIDE JOOy* COVERAGE OF ALL PLANTING
AND LAWN AREAS.
SOURCE OF WATER WILL BE VIA CONNECTION TO RE -USE WATER
MAIN CONNECTION LOCATED ON-SITE.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR AUTOMA71C
IRRIGATION SYSTEM CONSTRUCTION SHOWING DESIGN LAYOUT 8c
COMPONENTS.
IRRIGATION SYSTEM DESIGN SHALL MEET THE LATEST EDITION OF
THE CITY OF CAPE CANAVERAL LANDSCAPING REGULATIONS.
IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR
DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE
WHEN ADEQUATE RAINFALL HAS OCCURRED.
NOTE:
IRRIGATION SYSTEM MUST BE INSTALLED SUCH
THAT NO WATER OR OVERSPRAY IS DIRECTED
TO PAVEMENT IN THE FDOT RIGHT-OF-WAY.
CONTRACTOR SHALL PLANT LANDSCAPING AT
THE DRIVEWAY SUCH THAT THE REQUIRED
FDOT SIGHT DISTANCES ARE MET PER FDOT
INDEX 546.
r_ , A--riz A c 5 ry Ta ef Wf) b 4-- 5 14 A) A 4 1- 5 71n 11 IAJ �
0
TAX PARCEL 25
Vdrr-6 r-PIZ lf-fZ/�CIII-IaN
PLANTIIING NOTE
1. ALL PROPOSED TREES SHALL BE GRADED FLORIDA FANCY, ALL OTHER PLANT MATERIAL (SHRUBS AND
GROUNDCOVERS) SHALL BE GRADED FLORIDA NO. I OR BETTER AS OUTLINED UNDER GRADES AND STANDARD
FOR NURSERY PLANTS, STATE PLANT BOARD OF FLORIDA, UNLESS OTHERWISE NOTED.
SOIL USED FOR PLANTING (PLANTING MIX) SHALL CONSIST OF 60% PEAT HUMUS, 30% WOOD CHIPS (PINE
2.
BARK PASSING THROUGH 3/4" SCREEN) AND SAWDUST, 10X SAND. AND 2LB. STARTER FERTILIZER PER CUBIC
YARD. SOIL MIXTURE USED TO BACK FILL PLANTING PITS SHALL CONSIST OF TWO PARTS EXISTING TOP -SOIL
FROM ON-SITE AND ONE PART PREPARED PLANTING MIX (SEE ABOVE). DOLOMITE SHALL BE USED AS NEEDED
TO CORRECT SDI pH TO 6.0-6.5.
3. PLANTS SHALL BE ARRANGED IN BEDS USING TRIANGULAR SPACING.
4. PLANT FERTILIZER SHALL BE AGRIFORM 21 GRAM TABLETS, SLOW RELEASE. 20-10-5 ANALYSIS OR
. APPROVED EQUAL RATES OF APPLICATION SHALL BE AS RECOMMENDED BY MANUFACTURER.
5. STARTER FERT1L1ZER SHALL BE 6-6-6, 100% ORGANIC, NTH MINOR ELEMENTS. THIS FERTILIZER SHALL HAVE
40-507. OF ITS TOTAL NITROGEN IN A WATER -INSOLUBLE FORM.
6. LAWN AREAS SHALL BE TREATED WITH FERTILIZER APPLIED AT A RATE OF TWENTY (20) POUNDS PER 1000
SQUAR FEET.
7. ALL PLANT BEDS SHALL BE TOP DRESSED WITH 3" MIN. SHREDDED MELALEUCA BARK OR CYPRESS BARK
MULCH.
8. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE SUGGESTIONS ONLY. THE LANDSCAPE
CONTRACTO SHALL USE WHATEVER METHOD HE DEEMS FIT, HOWEVER, HE WILL BE HELD LIABLE FOR ANY
DAMAGES CAUSED TOTREES BY IMPROPER STAKING METHODS, (OR ABSENCE OF STAKING) AND IS
RESPONSIBLE FOR UPRIGHTING AN REPLANTING TREES WHICH ARE BLOWN OVER.
9. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL
PREVAIL
10. LANDSCAPING SHALL NOT BE LOCATED WITHIN 3 FEET OF FIRE HYDRANT.
PLANT SCHEDULE
SYMBOL SCIENTIE-10 COMMON NAME SIZC / SPACMd
CA.6551FICATI
L6FaE 8 MEDIUM SHAl2E TREE02
GILIEIWAro VIR61NIANA LIVE OAK 101 H&T., 3- 09H, 30 &AL
PLORIDA FANCY
NATIVE LAIIPel!
A
LAOMR5TROEMIA INPICA CREPE MMTLE 6- H&T. 2- MH. 30 eAL
PAW,`e
SMALL TPJ5=
B rnop.%DA
PALM TE
6 SABAL PALMETTO CAB80,99 PALMS I-iIN. v HaT, D.R.
PALM TREE
rpn4cr% rAixY
SOD STENOTAPHF;MH SECLIWATUM FLORATAM ST AUCUSTINE 4--PRLL COVE14tAiSE, OTY. BY 00NTIRZACTOIRL
NATIVE &RA99
LYONIA LZIPA FETTEFIB" 3 GAL, 24'-W' 146T, 24'w, -36' 0.0.
NATI1v`E SHIRIB
SSMH
TOP = 7.47'
W INV.= 3.50,
6
PUERTO DEL RIO PHASE 3A
O.R,B. 5619, PG. 6509
NOTE:
EXISTING WELL SHALL REMAIN IN PLACE.
CONTRACTOR SHALL CONNECT WELL TO WATER
LEVEL MAINTAINING SYSTEM FOR THE WATER
FEATURES OF THE MINI GOLF COURSES.
9QP
SDI TOP 7.26'
0.5'X2' WEIR EL.=6.20'
4" PVC INV. EL=4.86'
15" R.C.P. EL.=3.58'
FND. 5/8' I.R.C.
DIETHORN CUP
10
9
ASPHALT
DRIVEWAY
11\0
ENTRANCE .1
STOP SIGN
FND. 1/2- I.R.C.
NO ID. 7.50' WEST
WITNESS POINT
ON LOT LINE
101 PHONE BOOTH
A&
TAX PARCEL 826
B
E)
E)
N,
bo
b
IN\
b4
INV.=
5.7
z WLP BALL BOX,
qb
IN,
co
A
2
A
12f b.
WLP
LP
CONCRETE
'RA I% lye
TE
A
FN
NO I]
WITN[
RADJ
DELTA 147 JGe-
LENGTH 146.42'
W
REUSE, �;M
12
\N
'!�ftED LIMIT
vSIGN
TV BOX
SMH
�,OA �k SITE LANDSCAPE PLAN,
4 �
ASPHALT
DRIVEWAY
ENTRANCE
_j
u.j
z
CD
Cn
00 C%j
I—
Cq
--- ---- ---- —
W u lr*l CE31 —
4-1 C: Cj cn E
;� CD C
C) to Ljj M M C',
r 1 1`1 1
U) 9 u� LO 11
LU Cn
" C-4 C,
ug C") C',
0 . .
cr_ W
Lt z
C)
En 0
Cj Lu
U
TS BOX -
DESIGN BUILD
web: maidesignbuild.com
email: info@maidesignbuild.com i
1" 39
Da I te: 1 0. 9-13-20111 1. Sheet
Scate: AS SHWN
Drawn: W
Checked: DTAA C-5
M�
0 75 15' 39 60'
Approved: DTM
6 of
1" 39 Proj #: 2011-005
Ln
LO
Ln
C�
9
14
rq
a
5-
e
0%
14'
A!
A .10
22*30'
12"
NOTE: For typical asphalt
parking lots, the logo
NOTE: For typical asphalt striping shall be white,
for concrete the striping
parking lots, the traffic color shall be white, with
arrow striping shall be a blue background.
white.
HANDICAP PARKING
TRAFFIC DIRECTIONAL
ARROW DETAIL LOGO DETAIL
N.T.S. DO NOT SCALE
4* I^IHITE
STEEL GRATES
STEEL GRATE NOTE: 'USF 6609'
USF 6606' CHAIN GRATES
TOP SKIMMER EL 6.50 TO INLETS
GRATE EL
A
4' 13LUE 4j
STRIPE C
0
WOP
DL
LO&O
0
.1 C
0
121-011 51 -on
+
HANDICAP PARKING DETAIL
N.T.S.
V//
PROVIDE 24'x2e Filter Fabric
OPENING IN EACH
INLET
INV. EL - 4.50
BOTT. SKIMMER EL 4.00
4" 0 PVC TEE CAPPED AT EACH END 2.75 ,DIA
FASTENED TEE TO INLET BOX AT ORIFICE ORIF CE-
PROMDE 1 *0 HOLE ON TOP CAP AND
2.75*0 HOLE _E�O�CAJPr� PROPOSED
0 14'X23*
7�Znp, 3J
ERCP
ROPOSED PIPE INV. EL
3 00
INLET BOTT. EL
N
815-0711014
TYPE 'E" FDOT PRECAST -TY\PE
CONCRETE BOX INLET CONCIR
2 1/2"
MIN.
1" MIN.— 1 MIN.
1/2" 0 GALV.
K EXP. ANCH.
2 PER BRACKET
9/15" x 1" SLOTTED 1 -711
A
Ln
TYR
SKIMMER DETAIL
2.75* DIA ORIFICE
INV. EL 4.50
BOTTOM OF BASE
CONTROL STRUCTURE DETAIL
N.T.S.
MOUNTED ON POST W/BOLTS
GENERAL NOTES
�v
The Contractor shatt furnish and finstall. coarse
PRECAST
idX-I ET
aggregate on filter fabric. The coarse aggregate
1, -
shall be placed in 6 inch lifts and compacted
1. PRE-CA5T TYPE ne" INLET PER FOOT INDEX #201
sufficiently as to be firm and unyielding. The
L-1
coarse aggregate shalt be gravel. or stone
5 6- ALUMINUM
meeting the requirements of Section 901-2 or
TE SKIV�ER
901-3 respectively. The gradation shatil meet
"Y'
Section 901-6, Grades 4, 467, 5, 56, or 57 unless
TYPE G INLET DETAIL
restricted in the plans. The filter fabric shall be
f
contract unit price for inlets OT Bot)
Type D-3 (See Index 199).
(Type F (or GO (J Bot, Depth), Ea.
PROPOSED,
14 X23
>
NOTE: PROVIDE 3/4 THICK
ERCP��
NEOPRENE GASKET BETWEEN
[Iq -
OD 6" 6
FRONTMEW FRONT VIEW
CONCRETE BOXES, SECURE BOXES
STOP
TOGET HER WITH 8 - 3/4
*4
DIAMETER STAINLESS STEEL BOLTS
NUTS AND WASHERS.
---PROVIDE 2,4"x24
OPENING IN EACH
INLET
CONTROL STRUCTURE DETAIL
N.T.S.
PLAN 8
4'-V
Decking 4'- 611,
-To / Edges To J"Radlus
'i
4T—.4BT
A
MOUNTED ON POST W/BOLTS
GENERAL NOTES
r6
T 11 11
HOT DIPPED GALV. 0
dlfch:s, medians. pavement areas, or other
1, -
areas subject to heavy wheel loads where
1. PRE-CA5T TYPE ne" INLET PER FOOT INDEX #201
IL
SHALL BE ALLONED AS AN ALTERNATE.
E. When alfernate G grate is specified in
4'-10'
5,-0
STANDARDS" FOR ADDITIONAL INFORMATION.
nized offer fabrication.
FF
TYPE G INLET DETAIL
structure bottoms. Index 200. The Inlet and bottom
combinations are to be paid for under the
f
contract unit price for inlets OT Bot)
N.T.S.
(Type F (or GO (J Bot, Depth), Ea.
(L
4
0
PLAN 8
4'-V
Decking 4'- 611,
-To / Edges To J"Radlus
'i
4T—.4BT
A
411
SECTION CC -41
L.5 x 311 x C D
SECTION 00
STEEL GRATE
5Sfeel Decking, Weight 630 Lb5. Main Bars 5"x4
Intermediate Bars 1j" x J'. Reticullne Bars 14' x J!
6-1
Lifting Loop G"
i:-_ i Tool Edges To J'Radlus
ye Bolt
LeIndex 20/
l
S!,
MOUNTED ON POST W/BOLTS
GENERAL NOTES
r6
T 11 11
HOT DIPPED GALV. 0
dlfch:s, medians. pavement areas, or other
1, -
areas subject to heavy wheel loads where
1. PRE-CA5T TYPE ne" INLET PER FOOT INDEX #201
IL
SHALL BE ALLONED AS AN ALTERNATE.
E. When alfernate G grate is specified in
2. REFER To F.OD.T. 11ROADNAY AND TRAFFIC vr=5161,11
5,-0
STANDARDS" FOR ADDITIONAL INFORMATION.
nized offer fabrication.
FF
TYPE G INLET DETAIL
structure bottoms. Index 200. The Inlet and bottom
combinations are to be paid for under the
f
contract unit price for inlets OT Bot)
N.T.S.
(Type F (or GO (J Bot, Depth), Ea.
(L
4
0
(0 -
[Iq -
OD 6" 6
FRONTMEW FRONT VIEW
STOP
SIGNAGE
DO NOT SCALE
*4
V1
LIJ
IL
IFC6,
A13
oil
3116mal"31111131611
10911
411
SECTION CC -41
L.5 x 311 x C D
SECTION 00
STEEL GRATE
5Sfeel Decking, Weight 630 Lb5. Main Bars 5"x4
Intermediate Bars 1j" x J'. Reticullne Bars 14' x J!
6-1
Lifting Loop G"
i:-_ i Tool Edges To J'Radlus
ye Bolt
LeIndex 20/
l
S!,
13x3xr
4J x J X
S TEEL GRA TE
Steel Grating, Straight Bars Xx 4'
SECTION AA *4 Bars a le Ctrs. SECTION B8
MOUNTED ON POST W/BOLTS
GENERAL NOTES
r6
T 11 11
HOT DIPPED GALV. 0
dlfch:s, medians. pavement areas, or other
1, -
areas subject to heavy wheel loads where
1. PRE-CA5T TYPE ne" INLET PER FOOT INDEX #201
IL
SHALL BE ALLONED AS AN ALTERNATE.
E. When alfernate G grate is specified in
2. REFER To F.OD.T. 11ROADNAY AND TRAFFIC vr=5161,11
5,-0
STANDARDS" FOR ADDITIONAL INFORMATION.
nized offer fabrication.
FF
TYPE G INLET DETAIL
structure bottoms. Index 200. The Inlet and bottom
combinations are to be paid for under the
f
contract unit price for inlets OT Bot)
N.T.S.
(Type F (or GO (J Bot, Depth), Ea.
(L
4
0
(0 -
[Iq -
OD 6" 6
FRONTMEW FRONT VIEW
STOP
SIGNAGE
DO NOT SCALE
*4
V1
LIJ
IL
IFC6,
A13
oil
13x3xr
4J x J X
S TEEL GRA TE
Steel Grating, Straight Bars Xx 4'
SECTION AA *4 Bars a le Ctrs. SECTION B8
MOUNTED ON POST W/BOLTS
GENERAL NOTES
14' x 3 1/2" x 3 lb/ft
1. Thes inlets are desrgr)ed for use in
HOT DIPPED GALV. 0
dlfch:s, medians. pavement areas, or other
NOTE5s
areas subject to heavy wheel loads where
1. PRE-CA5T TYPE ne" INLET PER FOOT INDEX #201
debris i's minimal and Is subject to pedes -
trian andlor bicycle traffic.
SHALL BE ALLONED AS AN ALTERNATE.
E. When alfernate G grate is specified in
2. REFER To F.OD.T. 11ROADNAY AND TRAFFIC vr=5161,11
plans, the grate is to be hot dipped Volvo -
STANDARDS" FOR ADDITIONAL INFORMATION.
nized offer fabrication.
3. rhese Inlets may be used with Alt. B
TYPE G INLET DETAIL
structure bottoms. Index 200. The Inlet and bottom
combinations are to be paid for under the
contract unit price for inlets OT Bot)
N.T.S.
(Type F (or GO (J Bot, Depth), Ea.
SEC TION B8 Reffouline Bars E'x
in 4'-0"
SECTION AA
*4 Bars a le Ctrs
PLAN 8
NOTESIt
1. PRECAST TYPE! "F" INLET PER FOOT INDEX #201
SHALL BE AJI-LOHEI? AS AN ALTERNATE.
2. REFER TO F,P.O.T. "ROADHAY AND TRAFFIC, PESI&N
STANVAIRD51' POR ADDITIONAL INFORMATION.
3. PRo%Vlr,>r= TRAFFIC BEARINO C-71RATE. STEEL 6,RATIN&,
STRAI0HT BARS 3" x 1/4", RETIOULINE BAR5 2" x 3/16"
TYPE IF' INLET DETAIL
N.T.S.
D
2
30" x 30" ENG. GRADE
REFLECTIVE SHEETING
MOUNTED ON POST W/BOLTS
14' x 3 1/2" x 3 lb/ft
HOT DIPPED GALV. 0
.0
U -CHANNEL POST 7C
c)
4
A
b Eye Bolt --
See Index 201
A
_J
Z
0
/-NATURAL 13RADE TOP VIEW
aL
0
PLAN 8
NOTESIt
1. PRECAST TYPE! "F" INLET PER FOOT INDEX #201
SHALL BE AJI-LOHEI? AS AN ALTERNATE.
2. REFER TO F,P.O.T. "ROADHAY AND TRAFFIC, PESI&N
STANVAIRD51' POR ADDITIONAL INFORMATION.
3. PRo%Vlr,>r= TRAFFIC BEARINO C-71RATE. STEEL 6,RATIN&,
STRAI0HT BARS 3" x 1/4", RETIOULINE BAR5 2" x 3/16"
TYPE IF' INLET DETAIL
N.T.S.
D
2
30" x 30" ENG. GRADE
REFLECTIVE SHEETING
Fla. DOT Handicap
PARKING BY
Parking Standard
DISABLED
PERMIT Sign No. #FTP -25
ONLY (12"08" Size)
M TION
1100 INE
1. Top portion of FTP 25 & 26
shall have a reflective blue
background with white reflective
symbol and border.
2. Bottom portion shall have a
reflective white background with
.5 black opaque legend and border.
41
C
(D
14 GA. x 2" ALL -PUNCHED
HOT DIPPED GALVANIZED
SQUARE POST
SIDEWALK OR
NATURAL GRADE
U
HANDICAP SIGNAGE
FD'11, ?LED
,�T
L,
rjl(001
COARSE AGGREGATE
DO NOT SCALE
ELLIP'nCAL PIPE REINFORCEMEW
UNDER DRIVEWAY ENTRANCE
FOR WIDTH OF DRIVE INCLUDING SHOULDERS
PER FDOT INDEX #205 N.T.S.
�b
2'-4'
PLAN
-a ILI
Q: Approx. Weight 235 L&s.
!L
_T 2' Jj'
L
Eye Bolt
2"C.
Cf. See Index 201
�:-,_*4 Bars a)
/2" Ctrs.
SECTION
Recommended Maximum Pipe Size: Straight Bars ex if
2'-0" Wall -le Pipe Reficu ine Bar$ Wx i!
3,-r Woll-E4"Pipe Bands I i'x 4'
Approx. Weight 100 Lbs.
NOTE5s
1. PRECAST TYPE "611 INLET FER FOOT INDEX #201
SHALL BE ALLONED AS AN ALTERNATE.
2. REFER TO F.P.O.T. "ROADHAY AND TRAFFIC DESFI&N
STANDARDS" FOR AD121TIONAL INFORMATION.
TYPE 'C' INLET DETAIL
N.T.S.
ALL CROSS WALK MARKINGS SHALL BE THERMOPLASTIC W11ITE PAINT.
DRIVEWAY CROSSWALK DETAIL
e," BASE C_OUR5E LIMEROCK, NEN OR EXISTINO ASPHALT
SEE DETAIL TH15 SHEET
BASE COURSE LIMEROCK,
6" FIBREME5H CONCRETE
SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET
—51L)DOIRAPP, 5rZE DETAIL TH15 5Hr=t=T--/
CONCRETE TO ASPHALT TRANS171ON DETAIL
NT
S
2e ge )e
N.T.S.
MOUNTED ON POST W/BOLTS
14' x 3 1/2" x 3 lb/ft
HOT DIPPED GALV. 0
.0
U -CHANNEL POST 7C
c)
4
I
BOLT ON 11/8- THICK HOT DIPPED
GALV. TRAPEZOID ANCHOR AND
SEND TO APPROX. 45 DEGREES
Z
0
/-NATURAL 13RADE TOP VIEW
aL
0
I
0
(0 -
[Iq -
OD 6" 6
FRONTMEW FRONT VIEW
STOP
SIGNAGE
DO NOT SCALE
in
Fla. DOT Handicap
PARKING BY
Parking Standard
DISABLED
PERMIT Sign No. #FTP -25
ONLY (12"08" Size)
M TION
1100 INE
1. Top portion of FTP 25 & 26
shall have a reflective blue
background with white reflective
symbol and border.
2. Bottom portion shall have a
reflective white background with
.5 black opaque legend and border.
41
C
(D
14 GA. x 2" ALL -PUNCHED
HOT DIPPED GALVANIZED
SQUARE POST
SIDEWALK OR
NATURAL GRADE
U
HANDICAP SIGNAGE
FD'11, ?LED
,�T
L,
rjl(001
COARSE AGGREGATE
DO NOT SCALE
ELLIP'nCAL PIPE REINFORCEMEW
UNDER DRIVEWAY ENTRANCE
FOR WIDTH OF DRIVE INCLUDING SHOULDERS
PER FDOT INDEX #205 N.T.S.
�b
2'-4'
PLAN
-a ILI
Q: Approx. Weight 235 L&s.
!L
_T 2' Jj'
L
Eye Bolt
2"C.
Cf. See Index 201
�:-,_*4 Bars a)
/2" Ctrs.
SECTION
Recommended Maximum Pipe Size: Straight Bars ex if
2'-0" Wall -le Pipe Reficu ine Bar$ Wx i!
3,-r Woll-E4"Pipe Bands I i'x 4'
Approx. Weight 100 Lbs.
NOTE5s
1. PRECAST TYPE "611 INLET FER FOOT INDEX #201
SHALL BE ALLONED AS AN ALTERNATE.
2. REFER TO F.P.O.T. "ROADHAY AND TRAFFIC DESFI&N
STANDARDS" FOR AD121TIONAL INFORMATION.
TYPE 'C' INLET DETAIL
N.T.S.
ALL CROSS WALK MARKINGS SHALL BE THERMOPLASTIC W11ITE PAINT.
DRIVEWAY CROSSWALK DETAIL
e," BASE C_OUR5E LIMEROCK, NEN OR EXISTINO ASPHALT
SEE DETAIL TH15 SHEET
BASE COURSE LIMEROCK,
6" FIBREME5H CONCRETE
SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET
—51L)DOIRAPP, 5rZE DETAIL TH15 5Hr=t=T--/
CONCRETE TO ASPHALT TRANS171ON DETAIL
NT
S
2e ge )e
N.T.S.
.
.
. ASPHALTIC CONCRETE SURFACE, TYPE 5-III(MIN. 1000 P51 MARSHALL)
r BA51E COURSE LIMEROCK, CEMENTED COGUINA OR 501L
5" BASE OUR5E LIMEROOK, COMPACTED TO C0%
AA5HTO T-I&O , LBR = 100 q896 TO AASHTO T-150, SOIL CEMENT -LBR qa% AASHTO
6ONCRETE 51PEHALK T-134 COMPACTION
SCORE MARK AT 5' 6" FIBREME5H CONCRETE, _J
11. TOOLED EDOE (TYF) 3000 F-51, 5AHOUT AT LIJ
MAX. 5PACINe MIN. OF 151-0" 0. G. N I
Z
UJ
-IT A .4.
TOOLED EDeE (TYP)—'��
EXPAN51ON JOINT, 114" PREMOLVED ASPHALT
STRIP SET VL3" DELON TOP OF MARK
C4 -r- PI AM Pellp wlr,)TW
ON-SITE SIDEWALK DETAIL
N.T.S.
3000 P51 0 2:1:
FIDEROLA55 REINFORCED
SC,0RE MARK
CONCRETE
1. TOOLED
2 #5 REBAR
(TI, _�J _T__ I
TOOLED /&.. PRIVEHAY-
(T-,-P)
AT 5' MAX: SIDEHALK
5FACIN6 EVISE
ED&E P)
1 01
EXPA145ION JOINT, 1/4" PREMOLVED
ASPHALT STRIP SET ]/&" DELON TOP
OF MARK 5PAC-EO 20'O.C. MAX.
NIDTH VARIES - SEE PLANS
- _1 I lEl I lE1 I 1_= TIM I 5E Ei -
millp FI T I
I I I I El t =1� Ell Ll I IF, _Ll �11 1: Lil I I I
CONCRETE SIDEWALK DETAIL
FOR RIGHT-OF-WAY AREA
N. T. S.
lEl �1 I lEd I lEE Ell I I
=TI I=— Ell 11=E—Ell llE=_ll IE=—1 ll=__ElllEfl IFEll JE
1 lEl I M 119 1 1E] I F1 I lEl I M I 1=1 I 1=1 I 1=
-Tt 00
M 00
/NATURAL 5UBSRAPE COMPACTION PER STANDARD 12' TYPE B STABILIZED 5UB- ISRADE LBR 40 4_J r- (_
I C:)
SPECIFICATIONS 160-2, LBR=40 (.5 co" M CE11 CcO:, M
0 UJ
NOTEI 0 1-- C:)
U) 9 C/) — LO Lo
CONTRACTOR SHALL PROVIDE JOINTS IN CONCRETE PAVEMENT
i _= r*_ I --
IN BOTH LON&ITUDINAL AND TRAVERSE DIRECTIONS. MAXIMUM NOTE: C- &_ CD F..: C) "
SPACINC, SHALL BE 15 FEET, UNLESS NOTED OTHERHISE ALL IMPORTED FILL UNPER THE BUILOINe AND PAVED AREAS 75 Q) U.1 ci) --i -r-- T-
CONTRAOTION JOINTS SHALL 13E BETHEEN 113 OF PAVEMENT SHALL BE COMPACTED TO A MINIMUM OF Ll&% MAXIMUM DENSITY. L_ (D F- U1 C.0 C,)
THICKNESS, ;E � `_�
(U C: 't 0 = ..
C14 W
CONCRETE PAVEMENT DETAIL STANDARD PAVEMENT DETAIL '50 LL_ 0 Z
9 Ono
N.T.S. N.T.S. UJ
M Q. LL_
3,000 psi CONCRETE, 1 1/2" FG -12.5 NITH RUBBER, SINISLE LIFT
COMPRE551VE 5TRIEN&TH
0 25 DAYS -12.5 ASPHALT
HI
1/2"R
3" STRUCTURAL SP
OE 001,1r -RETE SII�FENALK 2 LIFTS OF 1 1/2" EACH
X
Z n_
LU
1EE1 — , 1 a-
F�l I 1EEl I 1EE1 I lEfl I
PIE_=�TREE_El EZ I I FEE 1E]_
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1=1 I I�E�l I 1EE1 I tl I r N
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M_
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Ell
E5A5E COURSE LIMEROCK, COMPACTED TO Ila% UJ
I I I I Mi I I— OF THE MODIFIED PROCTOR MAXIMUM DENSITY,
AASHTO T-I&O, L -BR = 100, 2 LIFTS OF 5" EACH > Lij
I UJ
lEE1 I V PRIME LIMEROCK PER FOOT SPECIFICATIONS >
-F El
NATURAL 50136RADE COMPACTION PER STANDARD
111—a77711711 IF
SPECIFICATIONS 160-2, LBR=40
ASPHALT PAVEMENTIWITHIN
LIJ
FDOT RIGHT OF WAY DETAIL
SIDEWALK PAVEMENT DETAIL N.T.S.
N.T.S.
11 Beveled Or Round Corners
construction Joint Permitted
r4
Q
4
Z
0
aL
0
in
V1
LIJ
V�
U
Z
Lu
.
.
. ASPHALTIC CONCRETE SURFACE, TYPE 5-III(MIN. 1000 P51 MARSHALL)
r BA51E COURSE LIMEROCK, CEMENTED COGUINA OR 501L
5" BASE OUR5E LIMEROOK, COMPACTED TO C0%
AA5HTO T-I&O , LBR = 100 q896 TO AASHTO T-150, SOIL CEMENT -LBR qa% AASHTO
6ONCRETE 51PEHALK T-134 COMPACTION
SCORE MARK AT 5' 6" FIBREME5H CONCRETE, _J
11. TOOLED EDOE (TYF) 3000 F-51, 5AHOUT AT LIJ
MAX. 5PACINe MIN. OF 151-0" 0. G. N I
Z
UJ
-IT A .4.
TOOLED EDeE (TYP)—'��
EXPAN51ON JOINT, 114" PREMOLVED ASPHALT
STRIP SET VL3" DELON TOP OF MARK
C4 -r- PI AM Pellp wlr,)TW
ON-SITE SIDEWALK DETAIL
N.T.S.
3000 P51 0 2:1:
FIDEROLA55 REINFORCED
SC,0RE MARK
CONCRETE
1. TOOLED
2 #5 REBAR
(TI, _�J _T__ I
TOOLED /&.. PRIVEHAY-
(T-,-P)
AT 5' MAX: SIDEHALK
5FACIN6 EVISE
ED&E P)
1 01
EXPA145ION JOINT, 1/4" PREMOLVED
ASPHALT STRIP SET ]/&" DELON TOP
OF MARK 5PAC-EO 20'O.C. MAX.
NIDTH VARIES - SEE PLANS
- _1 I lEl I lE1 I 1_= TIM I 5E Ei -
millp FI T I
I I I I El t =1� Ell Ll I IF, _Ll �11 1: Lil I I I
CONCRETE SIDEWALK DETAIL
FOR RIGHT-OF-WAY AREA
N. T. S.
lEl �1 I lEd I lEE Ell I I
=TI I=— Ell 11=E—Ell llE=_ll IE=—1 ll=__ElllEfl IFEll JE
1 lEl I M 119 1 1E] I F1 I lEl I M I 1=1 I 1=1 I 1=
-Tt 00
M 00
/NATURAL 5UBSRAPE COMPACTION PER STANDARD 12' TYPE B STABILIZED 5UB- ISRADE LBR 40 4_J r- (_
I C:)
SPECIFICATIONS 160-2, LBR=40 (.5 co" M CE11 CcO:, M
0 UJ
NOTEI 0 1-- C:)
U) 9 C/) — LO Lo
CONTRACTOR SHALL PROVIDE JOINTS IN CONCRETE PAVEMENT
i _= r*_ I --
IN BOTH LON&ITUDINAL AND TRAVERSE DIRECTIONS. MAXIMUM NOTE: C- &_ CD F..: C) "
SPACINC, SHALL BE 15 FEET, UNLESS NOTED OTHERHISE ALL IMPORTED FILL UNPER THE BUILOINe AND PAVED AREAS 75 Q) U.1 ci) --i -r-- T-
CONTRAOTION JOINTS SHALL 13E BETHEEN 113 OF PAVEMENT SHALL BE COMPACTED TO A MINIMUM OF Ll&% MAXIMUM DENSITY. L_ (D F- U1 C.0 C,)
THICKNESS, ;E � `_�
(U C: 't 0 = ..
C14 W
CONCRETE PAVEMENT DETAIL STANDARD PAVEMENT DETAIL '50 LL_ 0 Z
9 Ono
N.T.S. N.T.S. UJ
M Q. LL_
3,000 psi CONCRETE, 1 1/2" FG -12.5 NITH RUBBER, SINISLE LIFT
COMPRE551VE 5TRIEN&TH
0 25 DAYS -12.5 ASPHALT
HI
1/2"R
3" STRUCTURAL SP
OE 001,1r -RETE SII�FENALK 2 LIFTS OF 1 1/2" EACH
X
Z n_
LU
1EE1 — , 1 a-
F�l I 1EEl I 1EE1 I lEfl I
PIE_=�TREE_El EZ I I FEE 1E]_
_EE: ME=
1=1 I I�E�l I 1EE1 I tl I r N
I I Ml I F�d I I I I V�l I 1—=l I 1�4�_ E�� — E�l I 1�1 I 1��
El i M I 1E1 I I I la I I— I... V)
M_
_J
Ell
E5A5E COURSE LIMEROCK, COMPACTED TO Ila% UJ
I I I I Mi I I— OF THE MODIFIED PROCTOR MAXIMUM DENSITY,
AASHTO T-I&O, L -BR = 100, 2 LIFTS OF 5" EACH > Lij
I UJ
lEE1 I V PRIME LIMEROCK PER FOOT SPECIFICATIONS >
-F El
NATURAL 50136RADE COMPACTION PER STANDARD
111—a77711711 IF
SPECIFICATIONS 160-2, LBR=40
ASPHALT PAVEMENTIWITHIN
LIJ
FDOT RIGHT OF WAY DETAIL
SIDEWALK PAVEMENT DETAIL N.T.S.
N.T.S.
11 Beveled Or Round Corners
construction Joint Permitted
Ith WWF 6x6-W1.4M.4 sod
TOP VIEW -SINGLE PIPE
SA
&e IL I-
IF
SECTION
*Slope.
To kajor Axis ror Pipes 24"x 38"And Smaller.
Ed For Pipes 29'x 45" And Larger.
MITERED END DETAIL
N.T.S.
Aw- M
lip
DESIGN BUILD i
web: maidesignbuild.com
M
email: info@maidesignbuild.co
Date: 09-13-2011 1
Sheet
Scale: AS SHWN i
Drawn: WAA
-Checked: DTM' C-6 i
in
Ith WWF 6x6-W1.4M.4 sod
TOP VIEW -SINGLE PIPE
SA
&e IL I-
IF
SECTION
*Slope.
To kajor Axis ror Pipes 24"x 38"And Smaller.
Ed For Pipes 29'x 45" And Larger.
MITERED END DETAIL
N.T.S.
Aw- M
lip
DESIGN BUILD i
web: maidesignbuild.com
M
email: info@maidesignbuild.co
Date: 09-13-2011 1
Sheet
Scale: AS SHWN i
Drawn: WAA
-Checked: DTM' C-6 i
C5
In
<
15
In
0
C?
a
CL
E
PAVEMENT
LO LOT 2 LOT 3 LOT 4 r77777777777ZTKZ22222=
Wt I.* TYPE "K' 3' MIN. COVER
SEWER 2. MAX. COPPER SERVICE
WAT00 r CORPORATION STOP ------ 2
BRONZE SADDLE
W W
STREET S S S_ RE -USE OR WATER MAIN
F_ -7
TYPICAL SERVICE LINE
NTS
TYPICAL LOT SERVICE LINE LOCATION
NTS
TURBINE METER AND STRAINER RES. SEAT GATEVALVE
CONTRACTOR TO SUPPLY SPOOL
PIECE DURING TESTING. BACK FLOW PREVENTER RES. SEAT
RES. SEAT GATEVALVE
90' BEND (F
90' BEND (FL x FL)
FLOW FLOW
1 TYP 11 TYP.
2" COPPER SERVICE LINEI
BY-PASS) REDUCER 4- 12- MIN.
FINISHED (FL x FL) 24" MAX
GRADE
6. 4" x 3" TEE (FL x FL)
(NTH BLIND FLANGE) Dr. r)IP tdIpp, Ir
RECLAIMED WATER PLASTIC METER BOX
(EXAMPLE: DEXOL PLASTICS, MODEL No.
DX1419-12CIR, WITH PURPLE PLASTIC
TOP AND IRON FLIPPER LID)
POTABLE WATER PLASTIC METER BOX
2* BRASS PLUG
THRUST BLOCK NOIES
(EXAMPLE: DEXOL PLASTICS,_N�'
uj co
::E od
(BLACK FOR WATER AND
MODEL No. DX1419-12CIR)
1.)
WRAP ALL FITTINGS NTH POLYETHYLENE
4! EXTRA WIRE IN
FILM BEFORE POURING THRUST BLOCK,
U.F.#14 INSULATED
U.F.#14 INSULATED 2" BRASS
MAKING CERTAIN TO KEEP CONCRETE AWAY
COPPER WIRE CONCRETE GATE VALVE
B(22-1/2)
FROM ALL BOLTS, GLANDS, AND FLANGES.
CURB STOP METER
2.)
THRUST BLOCKS TO BE POURED AGAINST
4
7
UNDISTURBED EARTH.
TYPICAL POTABLE WATER
3.)
REQUIRED VOLUMES OF BEARING AREAS TO
-PT2
8
BE AS SHOWN IN CHART. ADJUSTMENTS, IF
WATER SERVICE CONNECTION
C_
NEEDED, WILL BE ALLOWED TO CONFORM TO
4
7
TEST PRESSURE AND ALLOWABLE SOIL BEARING
NTS
-
25-T141
STRESS AS SHOWN IN SPECIFICATIONS.
co - LO LO
4.)
BEARING AREA FOR TRANSIT BLOCKS ON
LU
F_: q
co '
L-� " C'j
HORIZONTAL BENDS IS BASED ON A TEST
C
�2
't
PRESSURE OF 150 P.S.I. AND SOIL BEARING
STRESS OF 2,000 P.S.F.. THE DEPTH TO THE
24"x24%4" WORD "WATER" ON
THRUST BLOCK BASE TO BE EQUAL TO OR
kTEVALVE CONCRETE PAD
GREATER THAN TWICE THE HEIGHT. (EXAMPLE:
IF IN A GRASS AREA COVER FINISHED
IF BLOCK IS 2' THICK, THE BASE IS TO BE
GRADE
I
NO GREATER THAN 4' BELOW GRADE.)
x FL)
5.
VERTICAL BEND THRUST BLOCKS TO BE THE
f
SAME AS HORIZONTAL BENDS.
4' EXTRA WIRE IN Box
6.)
BEARING AREA OF THRUST BLOCK TO BE NOT
#14 WIRE
LESS THAN ONE SQUARE FOOT.
VAL V
WIRE NUT OR - EZ.
2" COPPER
MINIMUM BEARING AREA (SQ. FT.)
IC P
SERVICE LINE( BY-PASS) ELECTRIC TAPE
�
LETTER
4P? 6F' 8R' 1011 12'9 16"
A
1-1 2 2-3F4 5 7-1F4 10-1/4 18
x rt uIr llijrrLr- 0
CONIC. PAD 6' THICK, WIDTH TO BE
""*_�U.F. #14 INSULATED DETERMINED BY THE SIZE OF PIPEt U.F. #14 INSULATED
COPPER WIRE (18' ON EITHER SIDE OF PIPE) AND COPPER WIRE
LENGTH TO BE DETERMINED BY
90' BEND (MJ x MJ) FIRELINE STATION LENGTH. 90' SEND (MJ x MJZ,
(NTH MEGA LUGS)
(WITH MEGA LUGS)
NOTE: @� . . : Et
1. ASSEMBLY IS TO BE PAINTED 3. ALTHREAD ROD WILL NOT BE PERMITTED. 7
RUST -O -THANE NO. 9407-1854 (BLUE) 4. DIP WILL HAVE 6 MIL POLY WRAP TO GRADE
2. ALL ABOVE GROUND BOLTS AND 5. NO SPOOL PIECES ALLOWED BETWEEN 90 ELS
NUTS TO BE #304 STAINLESS STEEL.
3" AND 4w METER W/ BACKIFLOW
PREVENTER ABOVE GROUND INSTALLATION
NTS
RES. SEAT RISING STEM VALVE DOUBLE DETECTOR RES. SEAT RISING STEM VALVE
CHECK VALVE
90' BEND (FL x FL) FLOW 90' BEND (FL x FL)
1, TYP. 12* 1 M NX 1, TYP.
MIA FINISHED
24_ GRADE
........... 4 A-�
CONC. PAD 6" THICK, WIDTH TO BE FL x PE DIP NIPPLE
DETERMINED BY THE SIZE OF PIPE:
rG"RD11
FL x PE DIP NIPPLE/,-," (18- ON EITHER SIDE OF PIPE) AND LENGTH 90' BEND (MJ x MJ)
TO BE DETERMINED BY FIRELINE STATION LENGTH. (NTH MEGA LUGS)
U.F. #14 INSULATED
COPPER VARE
90' BEND (MJ x MJ)
(WITH MEGA LUGS)
U.F. #14 INSULATED
NOTES: 3. ASSEMBLY TO BE PAINTED COPPER WIRE
1. ALTHREAD ROD WILL NOT BE RUST -0 -THANE RED NO. 9405-1611
PERMITTED. 4. ALL ABOVE GROUND BOLTS AND
2. SIAMESE CONNECTIONS WILL NOT NUTS TO BE #304 STAINLESS STEEL.
BE PERMITTED ON ABOVE 5. DIP WILL HAVE 6 MIL POLY WRAP TO GRADE
GROUND PIPING. 6. NO SPOOL PIECES ALLOWED BETWEEN 90 ELS
DOUBLE DETECTOR CHECK VALVE
NTS
SANITARY HAZARDS (SANITARY SEWER, FORCE MAIN & STORM SEWER)
IDUCTILE IRON WATER OR MAIN
DIP OR PVC
10, 10, 5' (MIN)
SANITARY HAZARD le OR LESS 10' (MIN.) RE -USE MAIN_
LSANITAKT SEWER, FORCE MAIN,
STORM SEWER. RE -USE OR WAIT�ER)
"j�_Ia* OR LESS
10
1-10, 10' 5' (MIN)
F__
IDUCTILE IRON WATER OR REUSE MAIN WATER MAIN
VERTICAL CLEARANCE HORIZONTAL CLEARANCE
NOTE:
HORIZONTAL CLEARANCE AS SHOWN IN PARALLEL INSTALLATION ARE FOR PVC PIPE ONLY.
IF CLEARANCE CAN NOT BE MAINTAINED DUCTILE IRON PIPE SHALL BE INSTALLED IN
ACCORDANCE NTH "RECOMMENDED STANDARDS- FOR -WATER WORKS' (PER DER -1990-
17-610.470) OR LATEST REVISION.
TYPICAL REOUIRED SEPARATION
NTS
I .'. #I,, %. I
18"A 8%3" --'
CONCRETE PAD
NOTE: IF THE DEPTH OF THE VALVE NUT IS
GREATER THAN 48" BELOW GRADE, OR 30"
BELOW GRADE AND UNDER THE WATER TABLE,
A VALVE EXTENTION WILL BE REQUIRED.
BUTTERFLY OR GATE VALVE
AND VALVE BOX DETAIL
NTS
THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE 19LOCVJNG AGAINST THE �m'nCAL
TRENCH WALL OF UNDISTURBED EARTH IN SQUARE FEET AT 20DO P.&F. SOIL BEARING CAPACITY.
r HYDRANT TO BE PLACED WITH
4 1/2- NOZZLE FACING THE ROAD
HYDRANT TO BE PAINTED 0 THE FACTORY
W1 RUSTOLEUM HIGH-PERFORMANCE EPDXY------,@ 2'x 2'x 4" CONCRETE PAD
9fOO SYSTEM, COLOR #9143 YELLOW. 18" MIN.
24" MAX. VALVE BOX
4'
3'x 3'x 12" CONCRETE COLLAR
WITH 8 MIL POLYETHYLENE
4' EXTRA WIRE IN BOX
BETWEEN BARREL AND CONCRETE
UF #14 INSULATED 6- GATE VALVE (MJ)
COPPER WIRE
ANCHORING TEE
HYDRANT SHOE SHALL BE FUSION 4 -
BONDED EPDXY COATED (6 MIL
THICKNESS MIN.) IN ACCORDANCE G)
WITH AWWA-C-550 0.
THRUST BLOCK THRUST BLOCK
NOTES: PIPE OR ANCHORING NIP LE
1. CITY CREWS WILL APPLY FINISH COAT. A $25.00 FEE WILL BE
CHARGED PER HYDRANT, PAYABLE PRIOR TO FINAL INSPECTION.
2. HYDRANT RISERS WILL NOT BE PERMITTED.
FIRE HYDRANT DETAIL
NTS
FINISHED
GRADE
2" THREADED NIPPLE
(TYP. AS REQUIRED)
90' GALV. BEND
(TYP. 2 PLCS.)
3/4- CURB STOP (SERVICE)
2"0/4" GALV. TEE -
2" CORPORATION STOP
(TYP. 2 PLCS.)
U.F.#14 INSULATED—,,
COPPER WIRE
REDUCER
NTS
9(7 ELBOW
NTS
CROSS + PLUG
NTS
-2* BRASS GATE VALVES
(TYP. 2 PLCS.)
im
TEE + PLUG
NTS
TEE
NTS
DOUBLE CHECK
BACKFLOW PREVENTER
2" THREADED GALV. UNION
2* GALV. PIPE
F
LOW (TYP. AS REQUIRED)
EXISTING CONCRETE PAD
(TO BE REPLACED IF
DISTURBED).
mird-MEN.1a
EXISTING I I //,,- 2" SERVICE SADDI F
VALVE (TYP. 2 PLCS.)
PROPOSED PVC OR DIP__-'� EXISTING -1"'e 2 MIN.--\ \ \\-- EXISTING DIP
CONCRETE PAD U.F.#14 INSULATED
,4: MAX
COPPER WIRE
2w TEMPORARY JUMPER DETAIL
NTS
24* MIN. COVER
D.I.P. RE -USE OR WATER MAIN
A
(TYP.) B
(TYP.)
6" MIN.
STORM
DRAIN
\�-�DIP OR PVC
IR
OR
A,
M
ZT01 N
HRUST COLLAR ON him.
BOTH SIDES OF 8" R.M. 6" MIN. PVC PIPE INSTALLED IN
�j
POTABLE SYSTEMS SHALL
AND LARGER (TYP.) S
D. 1. P. rBESDR-18.
Twj�j IZT RI nr'je
THRUST BLOCK 1 JOINT THRUST BLOCK
(20')
A -RETAINER GLAND
B-45* BEND (MJ) NOTE: IF 18" OF VER11CAL CLEARANCE OVER STORM
DRAIN AND 30" MIN. COVER THEN PVC CAN BE USED.
STORM DRAIN CROSSING
NTS
24"x24"W
2* BRASS PLUG
CONCRETE PAD
4! EXTRA WIRE IN FINISHED GRADE PLASTIC METER BOX
VALVE BOX (TYP.)
uj co
::E od
(BLACK FOR WATER AND
20"
4! EXTRA WIRE IN
U.F.#14 INSULATED
U.F.#14 INSULATED 2" BRASS
COPPER WIRE
COPPER WIRE CONCRETE GATE VALVE
B(22-1/2)
3
4 1
N2
2
3
4
7
11
1 B (45')
1
-
2-iT4 -3--3T4
-PT2
8
13-3/4
21
C_
NTS
4
7
, 11-1
I-
4
-
25-T141
THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE 19LOCVJNG AGAINST THE �m'nCAL
TRENCH WALL OF UNDISTURBED EARTH IN SQUARE FEET AT 20DO P.&F. SOIL BEARING CAPACITY.
r HYDRANT TO BE PLACED WITH
4 1/2- NOZZLE FACING THE ROAD
HYDRANT TO BE PAINTED 0 THE FACTORY
W1 RUSTOLEUM HIGH-PERFORMANCE EPDXY------,@ 2'x 2'x 4" CONCRETE PAD
9fOO SYSTEM, COLOR #9143 YELLOW. 18" MIN.
24" MAX. VALVE BOX
4'
3'x 3'x 12" CONCRETE COLLAR
WITH 8 MIL POLYETHYLENE
4' EXTRA WIRE IN BOX
BETWEEN BARREL AND CONCRETE
UF #14 INSULATED 6- GATE VALVE (MJ)
COPPER WIRE
ANCHORING TEE
HYDRANT SHOE SHALL BE FUSION 4 -
BONDED EPDXY COATED (6 MIL
THICKNESS MIN.) IN ACCORDANCE G)
WITH AWWA-C-550 0.
THRUST BLOCK THRUST BLOCK
NOTES: PIPE OR ANCHORING NIP LE
1. CITY CREWS WILL APPLY FINISH COAT. A $25.00 FEE WILL BE
CHARGED PER HYDRANT, PAYABLE PRIOR TO FINAL INSPECTION.
2. HYDRANT RISERS WILL NOT BE PERMITTED.
FIRE HYDRANT DETAIL
NTS
FINISHED
GRADE
2" THREADED NIPPLE
(TYP. AS REQUIRED)
90' GALV. BEND
(TYP. 2 PLCS.)
3/4- CURB STOP (SERVICE)
2"0/4" GALV. TEE -
2" CORPORATION STOP
(TYP. 2 PLCS.)
U.F.#14 INSULATED—,,
COPPER WIRE
REDUCER
NTS
9(7 ELBOW
NTS
CROSS + PLUG
NTS
-2* BRASS GATE VALVES
(TYP. 2 PLCS.)
im
TEE + PLUG
NTS
TEE
NTS
DOUBLE CHECK
BACKFLOW PREVENTER
2" THREADED GALV. UNION
2* GALV. PIPE
F
LOW (TYP. AS REQUIRED)
EXISTING CONCRETE PAD
(TO BE REPLACED IF
DISTURBED).
mird-MEN.1a
EXISTING I I //,,- 2" SERVICE SADDI F
VALVE (TYP. 2 PLCS.)
PROPOSED PVC OR DIP__-'� EXISTING -1"'e 2 MIN.--\ \ \\-- EXISTING DIP
CONCRETE PAD U.F.#14 INSULATED
,4: MAX
COPPER WIRE
2w TEMPORARY JUMPER DETAIL
NTS
24* MIN. COVER
D.I.P. RE -USE OR WATER MAIN
A
(TYP.) B
(TYP.)
6" MIN.
STORM
DRAIN
\�-�DIP OR PVC
IR
OR
A,
M
ZT01 N
HRUST COLLAR ON him.
BOTH SIDES OF 8" R.M. 6" MIN. PVC PIPE INSTALLED IN
�j
POTABLE SYSTEMS SHALL
AND LARGER (TYP.) S
D. 1. P. rBESDR-18.
Twj�j IZT RI nr'je
THRUST BLOCK 1 JOINT THRUST BLOCK
(20')
A -RETAINER GLAND
B-45* BEND (MJ) NOTE: IF 18" OF VER11CAL CLEARANCE OVER STORM
DRAIN AND 30" MIN. COVER THEN PVC CAN BE USED.
STORM DRAIN CROSSING
NTS
24"x24"W
2* BRASS PLUG
CONCRETE PAD
4! EXTRA WIRE IN FINISHED GRADE PLASTIC METER BOX
VALVE BOX (TYP.)
uj co
::E od
(BLACK FOR WATER AND
PURPLE FOR REUSE)
4! EXTRA WIRE IN
U.F.#14 INSULATED
U.F.#14 INSULATED 2" BRASS
COPPER WIRE
COPPER WIRE CONCRETE GATE VALVE
VALVE THRUST
BLOCK
PLUG WITH 2" TAP
18*08"xY
CONCRETE PAD
ONE JOINT OF (M.J.) D.I.P.1
(2) RESTRAINER GLAND
NOTE: PERMANENT BLOW -OFFS DO NOT REQUIRE A JOINT OF ID.I.P. OF A VALVE.
ALSO ALL BLOW -OFFS NEED TO BE PLACED AT PROPERTY LINES.
2'
TEMPORARY BLOW -OFF DETAIL
-'t 00
cz> C-) 00
M" CJ) C5
NTS
WATER DISTRIBUTION NOTES
1. THE CONTRACTOR SHALL INSTALL ALL WATER MAINS AND
APPURTENANCES IN ACCORDANCE WITH C11Y OF COCOA WATER
DEPARTMENT TECHNICAL PROVISIONS FOR CONSTRUCTION OF WATER
DISTRIBUTION SYSTEMS, THE APPROVED PLANS AND STANDARD
DETAIL SHEET. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING
DIVISION 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. INSTALLATIONS AND HYDROSTATIC (PRESSURE AND LEAKAGE) TESTING
OF WATER LINES SHALL BE IN ACCORDANCE WITH
AWWA C605-94 FOR PVC PRESSURE PIPE, AND C600
FOR DUCTILE IRON PIPE.
3. CONNECTION OF THE NEW WATER LINE TO THE EXISTING 12" & 20"
LINE TO BE DONE IN THE PRESENCE
OF THE CITY OF COCOA WATER DEPARTMENT REPRESENTATIVE.
THE CITY OF COCOA UTILITES WATER DEPARTMENT TO BE
NOTIFIED THREE FULL WORKING DAYS IN ADVANCE OF WATERLINE TAP.
4. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 30" UNLESS
OTHERWISE NOTED.
5. WATER SUPPLY FACILITIES, INCLUDING MAINS, SHALL BE
INSTALLED, CLEANED, DISINFECTED, AND BACTERIOLOGICALLY
CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST
APPLICABLE AWWA STANDARDS AND THE STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES. DESINFECTION
OF WATER MAINS SHALL COMPLY WITH AWWA C651-92 REQUIREMENTS.
6. POLYVINYL CHLORIDE (PVC) PRESSURE PIPE SHALL CONFORM TO THE
REQUIREMENTS OF AWWA C900 WITH OUTSIDE DIAMETER EQUAL TO
THAT OF STANDARD DUCTILE IRON PIPE AND MINIMUM WALL
THICKNESS OF DR 18 CLASS 150 BETWEEN 4"-12" USE SDR 21
CLASS 200 FOR LESS THAN 4- PIPE, AND MEETS THE REQUIREMENTS
OF ASTM D2241. ALL D.I.P. SHALL BE RESTRAINED JOINT D.I.P.
7. FITTINGS FOR PVC PRESSURE PIPE AND D.I.P. SHALL BE DUCTILE
IRON, MECHANICAL JOINT, CEMENT MORTAR LINES IN ACCORDANCE
WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH
ANSI/AWWA C110/A21.10 AND C111/A21.11.
8. THE CONTRACTOR SHALL PROVIDE WATER SERVICE LINES AS
INDICATED. ALL POTABLE WATER SERVICES SHALL BE THREADED
COPPER CONNECTIONS MADE USING 2" SADDLE TAPS.
SOLVENT WELDED PVC PIPE WILL NOT BE ACCEPTABLE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING THE
ENGINEER WITH AN ACCURATE ANNOTATED UTILITY PLAN SHOWING THE
AS -BUILT IN SUFFICIENT DETAIL TO SHOW THE EXACT LOCATION OF
ALL MAINS AND SERVICES.
10. PVC PIPES MUST BEAR NSF LOGO FOR POTABLE WATER USE.
11. ALL WATER DISTRIBUTION CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CITY OF COCOA TECHNICAL SPECIFICATIONS FOR CONSTRUCTION
OF WATER DISTRIBUTION SYSTEMS.
12. WATER MAINS SHALL NOT COME IN CONTACT WITH, OR PASS THROUGH,
ANY SANITARY OR STORM MANHOLE OR STRUCTURE.
13. THE CONTRACTOR MAY NOT PHYSICALLY CONNECT 8" OR SMALLER
WATER MAINS TO EXISTING CITY WATER UNTIL F.D.E.P. CLEARANCE
HAS BEEN OBTAINED. FLUSHING SHALL NOT TAKE PLACE UNTIL AFTER
PRESSURE TESTING HAS BEEN SUCCESFULLY COMPLETED. FILLING OF
NEWLY CONSTRUCTED WATER MAINS SHALL TAKE PLACE THROUGH A 2'
JUMPER CONNECTION THAT INCORPORATES AN AWWA APPROVED
DOUBLE CHECK BACKFILOW PREVENTION DEVICE. THE JUMPER
CONNECTION SHALL ALSO BE USED TO MAINTAIN PRESSURE IN
THE NEW MAIN WHILE BEING KEPT ISOLATED FROM EXISTING
UNTIL A LETTER OF CLEARANCE IS OBTAINED FROM FDEP.
14. WATER METER SHALL BE NEPTUNE TRU FLOW WITH STRAINER.
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DESIGN BUILD
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web: maidesignbuild.com
email: info@maidesignbuild.com
Date: 09-13-2011 1
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Proj #: 2011-005
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WA CLAIMED
2.2.5 Check Valves. Check valves for fireline systems will be the double detector check
valve as manufactured by Febco, Model No. 806DDC; Watts, Model No. 709DDC; Ames, Silver
.
. I
. SECTION 1. SCOPE OF WORK
Bullet; or an approved equal, in accordance with AWWA specification C508. Double
detector check valves will be accepted as a complete approved assembly in accordance
. .
,
with the section on "Cross- Connection Control and Backflow Prevention" in the Utilities
be installed horizontally above ground in a grossed area and I
I I , tenances must be installed in accordance with the City
All potable water and appur * of the Water .
Provisions for the Construction
Handbook. Check valves must
. painted with Rust -O -Thane No. 9405-1611 Red. Paint must be applied in accordance with
The check valve will be installe d with 12" minimum
I of Cocoa Utilities Department's Technical . I I
the City of Cocoa Utilities Department utilities Handbook, the I
the manufacturer's recommendations. I
24" maximum clearance from finished grade. The Utilities Department will inspect the
Distribution System,
approved plans, and the Standard Detail Sheet. alled in
must be inst
and
interior of the double detector check valve prior to installation. I I
All reclaimed water, and sewer mains and appurtenances I
Utilities Department's Technical Provisions for I
1. I I . . I
' I
accordance with the City of cope Canaveral
the Construction of the Water Reclamation System, and the Wastewater Collection System, . ,. I 1
the approved plans, : I
2.3 FITTINGS I , t *1 ,
All fittings must be of the mechanical joint type with on approved joint res rant
"Field Lok" as
ties Department Utilities Handbook,
the City of Cope Canaveral UtIli I . 1. I
. . I
.
-on joint with a gasket joint field restraint system, such as �
or push red in the
All fittings must be manufactu
. and the Standard Detail Sheet. I .., .1 . I., I .
manufactured by U.S. Pipe or an approved equal.
. I I I .
I .1 Contractor requirements include: 1. cidental to I :
�
* Furnishing all labor, materials, tools and equipment necessary or in I I
U. S. A. I . I I .
I . I 1,
. �
I . � I
I 1
.1 I the construction. inspections, and other official fees in I I
* Obtaining and paying for all permits, ,
I S , cement
2.3.1 Cost Iron. Cost iron fittings will be AWWA specification Clio, Cla s 250
I - � I
I�inecl With inside seal coating. The fittings will be bituminous coated on the outside
I
I � connection with the work. .
* construction conference with the Engineering Division. It is . .
�
il polyethylene (sealed with tape). . I
and be wrapped with 6 m �
. .
I a pre-
I . I I . Arranging - construction meeting be scheduled prior to ordering materials. I
. recommended that the pre ditch inspection, pressure/leakoge test, .
* Scheduling materials inspection, open
-16". Ductile iron compact fittings (sizes 4" through 16") must . I
1 2.3.2 Ductile Iron, 4" ct fittings will be mechanical - .
to AWVVA specification C153. Ductile iiron compa I
. I
I . d final inspection. I . .
- an I . . I
conform I
seal coating and an exterior bituminous I
joint with an interior cement lining with with tape).
be wrapped with 6 mills polyethylene (sealed
I ' � I
I .
11 I Any deviation from these requirements must be approved in writing by the Engineering � I
I
coating. All fittings will .
� .
I
� Division Manager prior to commencement of construction. � 11
.1 I I . I I - .
2.3.3 Bolts. All mechanical joint bolts must be CORTEN Steel. . I I
. Fees charged by the City are set by City Council by resolution and are listed on the I 1,
"Water Charges' made a part of the Utilities Handbook. Fees
. I er will be cost iron �
2.3.4 Tap ing Saddles. Topping saddles on mains 4" to 12" in diamet
16" to 48" in diameter will be fabricated
appendix Service Rates and
to change without notice. The most current fees will be charged. I I
.
mains
: .body mechanical joint type. Saddles on teel nuts and bolts.
with 0 -ring seal, fusion bonded, epoxy -coated with stainless s .
are subject I
Works I Services office is located at 601 Thurm Blvd., .
. steel
The topping valve must have centering ring and conform to Section 2.2.1 - Resilient Seat
The City of Cape Canaveral Public
I 21) 868-1240;
Florida, 32920. The Public Works Services telephone number is (3
, I Gate Val � ves i I n t hese I Technical Provisions. .1 .
I . Cape Canaveral, . . 1 -
I I facsimile number is (321) 868-1233. . I , I . � . - � I � � I 1 -1 � � I . I . . .
I
2.3.5 PVC. Fittings for 2" PVC pipe will be PVC with rubber gasketed slip joints. No . .
I I . � I . . I
.. . . The City of Department and Engineering Division are located at , . � �
Dispatch telephone number is (407) 639-7671;
Id joints will be accepted. 11 I I . I
solvent we � . I � . . I 1
�
600 School Street. Cocoa, Florida, 32922. The
I I
� .
. I facsimile number is. (407) 639-7663. - �. . . I I .
� 2.4 FIRE HYDRANTS I I
.. Fire hydrants must be manufactured in accordance with AWWA specification C503.
I . I .1 . .11
I
. . . � I I 11 � . . . I I -
I � . 1- , . I I �
.
1. nze- to -bronze main seat threading surfaces. They will be traffic
I Hydrants must have bro ts be one of the following
Hydron
I 1
1.2 DEFINITIONS d in
The term "approved equal" is used to mean a part or item that has been approve I
. I type with drain holes plugged at the factory. must .
. I
I I I writing by the Engineering Division Manager, the Transmission/Distribution . I I ..
� A request must be made in order to I
. 1. . models:
,� 11 * Model Mark 73 with bronze drain ring, American Darling Valve and Manufacturing
. superintendent, or the Utilities Director. written
. approved equal. Written specifications on the part or item .
. I have an item accepted as an I . I
I
� I Company
� * Model No. A-421 Super Centurion 200,, Mueller Company .
must be furnished with the request. . I . . .1. . I I
I
I . * Model #K -81A, ITT Kennedy :
I
Whenever a specification from a specific source is cited, the most curent revision I
.
I I * Clow Medallion, Clow Valve Company
I I * U.S. Metropolitan, U.S. Pipe
I . I
I I
. of that specification will be used. . I I . � �
I . I I
I I
"Utilities Departmen . t" ., means � .
"City" .1
11 .
. ,� I .
. Hydrants will have one 4-1/2" valve opening, one 4-1/2" pumper nozzle, and two 2-1/2"
. i wise specified. me ans City of Cocoa;
1 . Unless other rhent; "Engineering Division" means City of Cocoa Utilities 11 I
� City of Cocoa Utilities Depart . .
hose nozzleb-Stem, couplings are to be cost iron or nylon -coated steel. The upper valve
. ated inside with fusion bonded epoxy,
be bronze. The hydrant shoe will be co
I
Department, Engineering Division when it pertains to Potable Water. . I .1
1
.
� plate must
6 mil minimum. All hydrants will be pointed at the factory with Rustoleurn
thickness 5 to 8 mils, color
. .
. means City of Cope Canaveral; "Utilities Department"
Unless otherwise specified, "City"
high-performance epoxy 9100 system, non-l-eod, dry film
#9143 Yellow. City crews will apply finish point to each new fire hydrant after the
means City of Cape Canaveral Public Works Services; "Engineering Division" means City of
Public Works Services Engineering Division when it pertains to Sanitary Sewer
I
contractor has paid the appropriate charges.
Cape Canaveral
and Reclaimed Water. � I .. I
I
Finish grade is to be established and the proper length hydrant installed by the
be a minimum of 18' , and a
� . .
I I � I
. .
I I I I
contractor prior to acceptance by the City. ,All nozzles will
maximum of 24" above finished grade. A 6" mechanical joint hydrant connect ion will be
. I I
. ATERIAL SPECIFICATIONS I
SECTION 11. M
a
provided using a hydrant valve anchoring tee with integrally cast standard mech nical
The will not install risers or make
- Wire for locator wire specifications) �
2.1 PIPE(see also Section 5.3 e pipe ze
(PVC) I
joint gland on 6" plain end branch. contractor
repairs to hydrants. Adjustments or repairs to be made to the hydrant after installation
ure Pipe, 2". Polyvinyl chloride pressur _Ls
I 1) and will be blue or white in color. Pipe will be supplied
will be done by the City. The contractor or developer will be charged the cos t of labor
for this and must provide payment in advance. At final inspection,
. - I -foot lengths. All joints will be of the el astomeric- gasket type with I
in standard 20
the DR as the barrel. No
and materials service
if it is determined that a fire hydrant has been modified, the hydrant will be removed.
I ig with same
thickened, integral solid -wall bell or couplir PVC pipe and couplings will bear the U.L.
-cement joints will be accepted. All
Either the proper length hydrant will be instfalled by the City, at the contractor's or
may a proper length hydrant and install
solvent I �
Ta-belond NSF approval for potable water. I I .
developer's expense, or the contractor purchase
it under the direction of Utilities Department personnel.
2.1.2 Polyvinyl Chloride Pressure Pipe, 4"-12". Polyvinyl chloride pressure pipe (sizes
through 12") will be cost iron pipe equivalent outside diameter Class 150 (DR 18)
2.5 SERVICE CONNECTIONS, 3/4"-2" t are 3/4" and 1" are
Services tha
1 4" will 1
conforming to the American Water Works Association's (AWWA) specification C900 and
All will be
All service connections will be single connections. �
be type K annealed temper soft copper. All connections ore to be of the fl are type.
I be blue or white in color. Pipe will be in standard 20 -foot lengths. joints
type with thicken ed, integral solid -wall bell or coupling with .
to
1-1/2" and 2" services are to be of type K drawn temper in straight lengths or annealed
joints will be accepted..
of the elastomeric-gasket
the same DR as the barrel. All PVC pipe a nd couplings will bear the U.L. label and NSF
temper if furnished in coils. Absolutely no lead-basE id solder
lines will be by flare -to -flare coupling. No compression fittings
approval for potable water. I
Any repairs of service
will be accepted. Taps in the pipe will be the some nominal diameter as the service
the will be
�
16". Polyvinyl chloride pressure pipe (size 16")
line. Service taps in PVC pipe will be drilled with a shell cutter; plug
1. 2.1.3 PolyvinA Chloride Pressure Pipe,
�
be cost iron pipe equivalent outside diameter and a pressure rating of 235 p.s.i.
removed.
will
(DR 18) conforming to AWWA specification C905 and will be blue or white in color. All
type with thickened, integral solid- wall bell
2.5.1 Saddles. Saddles must be used for all conne ctions to PVC pipe. Saddles must be -
Company, or Smith -Blair
I joints will be of the elostomeric- gasket
or coupling with the wall the some DR as the barrel. All PVC pipe and couplings will I
bronze as manufactured by Mueller Company, Ford Meter Box
for these manufacturers are noted below:
bear the U.L. label and NSF approval for potable water.
Company. The pipe sizes
2.1.4 Ductile Iron. Ductile iron pipe will be cement lined pressure Class 350 conforming
be
I .
I MUELLER: For pipe sizes 4" to 12", for 3/4" and 1" services, the single strop design
be For 1-1/2" and 2" services, the double strap design must be used. Both
to AWWA specification ulDi. Water main and storm drain crossing conflicts will
by the engineer and approved by the Utilities Department prior
must used.
I designs are for the H-16000 series. I
properly designed project
than 10 feet apart from building foundations .
to installation. Water mains that are less ter mains be I
will wa
FORD:. For pipe sizes 4" to 12", for 3/4" and 1" services, the style 101B single strop
or other permanent objects will be ductile iron pipe. In no case
less than 5 feet from foundations. The above distances will be doubled for water
design must be used. F or 1-1/2" and 2" services, the style 2028 double strap design must
larger, for 3/4", 1", 1-1/2," and 2" services, the style
located nt conforming to AWWA I
mains larger than 8" in diameter. Polyethylene encoserne
The will be
be used. For pipe sizes 16" and
202B double strap design must be used.
specification C105 will be provided for all installations. polyethylene
sealed with tape. I I 11 I I
. I � � I
. in reclaimed water systems will be Class 150
�
SMITH-BLAIR: For pipe sizes 4" to 12", for 3/4" and 1" services, the 321 series " I
' , for 3/4", 1", 1-1/2 and
single strop design must be used. For pipe sizes 4" and larger
. 2 1 5 Reclaimed Water. PVC pipe installed
(6� 18) conforming to AWWA specification Cgoo and will be purple in color. All PVC or
tape
2" services, the 323 series double strap design must be used.
�
ductile iron pipe will be installed with a 5" -wide purple adhesive identification
Script in 1-1/2" black lettering will identify the main
. � I listed designs/models. .
, An approved equal may be used in lieu of any of the above -
� affixed to the top of the pipe.
cis "REUSE MAIN". Ductile iron pipe installed in the reclaimed water system will be
Class 250 for 14" and larger,
, urb Stops, 3Z4" and 1". Curb stops 3/4" and 1" in size will be Mueller Mark 11
2.5.2
1 pressure Class 350 for 12" and smaller and pressure
. 3 feet of cover can be maintained. Where cover is less than 3 feet, pressure
1
Oriseal, Model No. H-14352 or No. B -24-352R ball valve, as manufactured by Mueller
Model No. B -23-232W can be used for 3/4" curb stops and Model No. B -23-444W for
provided
I Class 350 is required. Ductile iron pipe with identification tape will be installed
than 5 feet or vertical separation of less than 18"
� Company.
1" curb stops, as rnanufactured by Ford Meter Box Company. Model No. 4317, as
is acceptable.
I tal separation of less
I . where horizon . exists. . �
from potable water mains or sewer m ains .
I manufactured by Hayes Manufacturing Company, or an approved equal, also
have lockin wi Curb stops that are 1-1/2"
I . I
1 1
I Curb stops must
-or-f will be flare -by -flange with locking wing, Model No. L3�23-666W for 1-1/2", Model
2.2 VALVES AND VALVE BOXES I I
t gate valves will have
2.2.1 Resilient Seat Gate Valves, 4"-16". Resilient sea I AFC -2500; U.S.
I - Model No. 4316 as
No. BF23-777W for 2", as manufactured by Ford Meter Box Company, I
by Hayes Manufacturing Company-, or an approved equal.
1 . f4ch,nical -joint ends as monufactured by American Flow Control, Mode
. Pipe, Metroseal; Clow corporation; or an approved equal. The resilient seat gate valves ..
the U.S.A. Resilient
manufactured .
wil be of brass and
2.5.3 Corporation Stops, 3/4" and 1". Corporation stops 3/4" and 1" I
� must conform to AWWA specification C509 and be manufactured in
be or synthetic rubb er and be bonded or mechanically attached to
equal to Model No. H- 15000, manufactured by Mueller Company; Model No.F-600, as
Model No. 5200, as manufactured by Hayes
seats will of natural
the gate using stainless steel hardware a nd will be rated at a working pressure of 200
be fusion bonded epoxy coated in
manufactured by Ford Meter Box Company,
"
Manufacturing Company, or an approved equal. Corporation stops 1-1/2" and 2 will be
psi. The interior and exterior of the valve body will
AWWA specification C550 in order to provide a corrosion- resistant seat. I
brass and equal to Mueller Oriseal, as manufactured by Mueller Company, Model No. FB
Company-, Model No. 4400, as manufactured by Hayes
. accordance with
I line fluids and 1
The coating must be applied in a manner to withstand the action of
1.
1 600, as manufactured by Ford Meter Box
Company, an approved equal.
I I
I operation of the sealing gate under long-term service. Valve seats must seat by I . I
I � Manufacturing or
. . .
I 11 �
I compression only. Wed�ing or sliding of the resilient seat is not acceptable. Valves
,
2' -square operating nuts and be designed to provide a bubble tight "
I I I
2.5.4 1 Location. Service lines will be located at alternating lot lines outside the
- -- approved plans or in a
. . I will be supplied with
. . seal regardless of direction of flow. Opening the valve will be in the counterclockwise
below or 30" below I
-of- way line as shown on
I sidewalk within two feet of the right than a subdivision. Curb stops will be
area behind the curb if located in other
I � direction. If the depth of the valve nut is greater than 48" grade,
and under the water table, a valve extension stem will be required. The extension
. grossed
I installed to finished grade in a plastic meter box with on iron flipper lid with a full
. Model No. DX1419-12CIR, as manufactured by Dexol Plastics, or an
grade
will have a centering collar and be mechanically attached to the valve operating nut,
by the General Engineering Company, Model #4840-0001-3,
. pin hinge, such as
� approved equal, Service locations will be permanently stenciled on concrete curb or the
"R" Reuse services will
I such as extensions manufactured
I
equal to be determined by the Transmission/Distribution Superintendent
I street with a blue "W" for potable water or a purple for reuse.
from services where practical or with five
or an approved .
I
. or his designee. See Exhibit 1. I I
� I
I I
be located at the opposite lot corner water
feet minimum separation. I
1 I
2.2.2 Butterfly Valves, 12" -and larger. Butterfly valves with mechanical joint ends will
90- tight closing type, short body. The interior and exterior will be
I . i i a e in
2.5.5 Reclaimed Water. Reclaimed water service will be installed to f n shed gr d
- a full pin
top iron flipper lid with
be rubber seated,
fusion bonded epoxy coated in accordance with AWWA specification C550. The valve shaft
a plastic meter box with a purple plastic and
Model No. DX1419-12CIR, cis manufactured by Dexol Plastics, or an approved
. will be of 18-8 type 304 stainless steel or type 316 stainless steel. Body dimensions
be in accordance with Tables 3 and 4 of AWWA 1.
hinge, such as
. i
equal. A 3" x 5" permanent plastic tog, secured to the curb stop with a nylon t e wrap,
"REUSE
and minimum shaft diameter will
I . specification C504. The valve seat will be of molded natural or synthetic rubber, will I .
I will be supplied. Togs will be inscribed WATER DO NOT DRINK".
.
I be mechanically secured to the disc or to the valve body, and will mate against a I 1
.. stainless steel seat surface. Buried valves will be for submerged service and will be I I -
2.6 INSPECTION OF MATERIALS I
to the job site will be subject to in spection by the City prior
-ntly lubricated and equipped with
I equipped with totally enclosed gear operators, permane ratio will be such as to I
The
Materials delivered I
to installation. All materials found to be defective or not meeting specifications
from
. adjustable stops for open and closed positions. gear the valve against the
input torque to operate
. inspection or during the progress of the work will be rejected and removed
during in
require not more than 50 foot pounds of
I worst case of a water flow velocity of 10 feet per second at a pressu re of 100 Psi I
be supplied if the allowable operator input
lay. All materials delivered to the job site will be
the job site without de s ected by the City prior
accordance with the materials specifications. Materials not in p
I differential. A torque -limiting device will I
is less than 450 foot pounds. Each buried valve will have a standard 2" -square operating
depth
to installation will be uncovered by the contractor at his/her expense to verify
these specifications. The contractor will furnish copies of the packing
� nut. The valve will open when the operator nut is turned counterclockwise. If the
48" below or 30" below grade and under the water
I compliance with
list(s) for materials upon demand.
of the valve nut is greater than grade,
table, a valve extension stem will be required. The extension will have a c entering .
to the valve operating nut, such as extensions
. 1. PROTECTION OF PROPERTY AND OBSTRUCTIONS
I SECTION 11
and maintenance must be
collar and will be mechanically attached
1 4840-0001-3, or on approved
manufactured by the General Engineering Company, Model # or his designee.
tion Superintendent
3.1 PROTECTION. Temporary supports and/or adequate protection
provided on all underground and surface structures encountered in the progress of the
their
I equal to be determined by the Transmission /Di stribu
�
work. Structures that have been disturbed will be restored to a condition equal to
I
.1 See Exhibit 1. � . .
original state uporl completion of the work.
2.2.3 Valves, 2". Two-inch valves for use with 2" PVC distribution mains will be of the
by Ford Meter Box Company, Inc., Model #1311-777, or
3.2 OBSTRUCTIONS. All utility owners must be notified prior t a beginning construction.
will be taken in
ball valve design, as manufactured
an approved equal. They will be equipped with a 2" -square operator, as manufactured by
Ball
Any known obstructions will be shown on the plans. The utmost caution
to damage to existing obstructions whether or not shown on the I
Ford Meter Box Company, Inc., Model #QT67, or an approved equal, for buried use.
line by use of brass nipples or PVC
all operations avoid I
. plans. I
valves will be adopted to other pipe materials
. bell adapters. The 2" blbwoff gate valve will be rated at 125 SWP or 200 WOG.
. gasketed
All 2" gate valves must meet all E.P.A. and F.D.E.P. requirements regarding lead and
acceptable only on
zinc contents. Galvanized fittings and 2" brass wheel valves are
at other locations. All valves must be manufactured
.
. I
blowoffs and will not be accepted
I
in the U.S.A. I . �
.
2.2.4 Valve Boxes. Valve boxes and lids must be manufactured in the U.S.A. Boxes and I
by Trumbull or Tyler and must have
lids must be structurally equal to ' those produced
5-1/4" minimum inside diameter. Cast iron Valve boxes will consist of a circular cost
box
I
bottom section. The depth must be determined and the appropriate valve
Boxes be set flush with
I
must be installed. No PVC is permitted in the valve box. must
as to easy use of a valve wrench and to
finished ground surface in such a manner permit
prevent surface loads from being transmitted to the valve or pipe. Box sections must be
have the word "WATER" or "SEWER" or
I
telescopic and adjustable. Valve box lids should
"REUSE", as appropriate, cast on the top. A concrete pad (24" 1 x 24" w x 4" d) will be
. poured around all boxes at finished grade level unless the valve is located in a paved
roadway or parking lot. I
I
I I
I �
Pine will be installed with 30" minimum cover. Maximum cover of 42" will be accepted.
Cover depth will be determined from proposed finish grade as indicated on the plans. At I
times when pipe placement is not in progress, the open ends of pipe must be closed by SECTION VIII. DISINFECTION & BACTERIOLOGICAL TESTING
a water -tight plug or other approved means. This provision will apply during the lunch
hour as well as overnight, If water is in the trench, the seal will remain in place I The contractor must flush mains and arrange for compllete disinfection by chlorination
under the direction of the Utilities Department. Work will conform to applicable
until the trench is pumped completely dry. provisions of AWWA specification C651, "Disinfecting Water Mains." Water with a chlorine
5.3 WIRE. A UF#14 locator wire will be installed on all potable water, reclaimed water, content of 100 ppm will be evenly distributed throughout the pipe system and allowed to
and sewer mains. The wire must be placed on the top of the pipe with at least one wrap remain in the pipe for twenty-four hours before it is flushed out. After flushing, the
around each section of pipe. A run of wire must run from the main to each hydrant. Each water should remain in the pipe for 24 hours before sampling. Service connections and
fire hydrant must have one wrap of the wire around the barrel located at final grade. tie-ins made before testing must be disinfected in accordance with AWWA specification
C651. Samples will be taken by Utilities Department personnel. Water mains must not be
I I flushed between samples. The contractor will be charged a fee by the City to cover the
A run of wire will also be brought up in each valve box. The wire will have 4 feet cost of bacteriological tests. The contractor must have proof of payment for
of excess length. Wire is to be connected together using a yellow wire nut. bacteriological testing at the time of pressure and leakage test inspection. Sample
5.4 BACKFILLING. All backfilling material will be free from cinders, ashes, refuse, I points are determined by the F.D.E.P. Samples are collected Monday through Thursday by
vegetable or organic material, boulders, rocksi stones, or other material which is city of Cocoa Dyal Plant personnel. Dyal Plant personnel can be contacted at (407)
considered unsuitable. When backfill material is not specified on the plans, backfilling 1 568-5867 to schedule a sample pick-up. if samples taken do not demonstrate satisfactory
with the excavated material may be acceptable provided that such material is suitable results, re -chlorination is required. A fee will be charged by the City for additional
for backfilling. Pipe should be backfilled as soon as possible to minimize the length sample collection and analysis.
of open trench. Valves, fittings, and thrust blocks will be left uncovered until Disinfection and bacteriological testing of reclaimed water mains is performed in the
inspection by the Utilities Department has been completed. I same manner as potable water mains. Sample points for reclaimed water mains, however,
5.5 VALVES AND FITTINGS. All valves and fittings will be set and joined to � the pipe in are determined by the Engineering Division Manager. Samples are collected Monday through
the proper location as shown on the plans. Valves should be installed outside of the Thursday by City of Cape Canaveral Public Works Services personnel. Services personnel can be
pavement where practical. A roadway valve box� will be provided for every valve. This . contacted at (321) 868-1240 to schedule a sample pick-up. if samples taken do not
valve box must not transmit shock or stress to the valve and will be centered and plumb . demonstrate satisfactory results, re -chlorination is required. A fee will be charged by
n t, :t�l 4-k ,f . . . of the the City of Cape Canaveral for additional sample collection and analysis.
over the wrench nut of the valve. The box cover is to be us w . -
finished pavement or grade level as specified in the plans. A 24" -square concrete pad
4" in thickness will be poured around the valve box when it is located outside of
pavement. A bronze or stainless steel disc will be cost into the pad for all valves 12"
or larger. Valve nomenclature to be stamped into the disc will include the valve size,
type, manufacturer's initials, number of turns, and direction to open the valve.
(Example: 12" G.V. U.S.P. 20 c.c.w.) I .
5.6 FIRE HYDRANTS. All fire hydrants will be located as shown on the plans and marked
on the pavement with a blue reflector. On unpaved streets, a blue reflector will be
affixed to a post and placed as close to the edge of the road as feasible so as to be
easily visible. The hydrants will be located in such a manner as to provide complete I
accessibility and in a manner so that the possibility of damage from vehicles or injury
to pedestrians will be minimized. All hydrants must stand plumb with the pumper nozzle
facing towards the curb and the bury line of the hydrant at the finished grade. Fire
hydrants installed in State highway rights-of-way will be placed in accordance with any
F.D.O.T. requirements. All fire hydrants will be connected to the main in the manner
shown on the Standard Detail Sheet. 1
5.7 THRUST BLOCKS. Thrust blocks will be installed at all bends, fire hydrants, and as
specified on the plans, in accordance with the Standard Detail Sheet. Metal harnesses,
tie rods, or clamps of adequate strength to prevent movement may be installed at
locations where thrust blocks are not practical. Rods and clamps will be stainless
steel. A 20 -foot length of mechanical joint ductile iron pipe will be installed at all
main endings and a thrust collar will be poured around the pipe at a distance of 10 feet
from the end of the joint.
5.8 PIPE INSTALLED IN CASINGS, Pipe to be installed under pavement where open trenching
is not permitted will be installed through a steel casing which has been jacked and �
bored. Casing size will be as indicated below:
PIPE SIZE MINIMUM CASING SIZE
4" 12"
6" 14"
8" 18"
� � lo" 20"
12" 24 1.
-
16 ., 30'
20" .36"
16" 1.32 Gallons/Hour
Water mains must be pushed or pulled through the casing on pressure- treated wood
skids attached to the pipe with stainless steel straps. Stainless steel casing spacers
with polyethylene skids will be accepted in lieu of wood skids and are required on mains
12" in diameter and larger. The stainless steel casing spacers with polyethylene skids
will be placed in accordance with manufacturer's recommendations. Casing spacers must
be manufactured by Cascade or an approved equal. Restrained joints are required on mains
installed inside casings.
5.9 BLOWOFFS. Flushing blowoffs are to be installed and constructed as shown on
the Standard Detail Sheet. Blowoff materials include 2" galvanized pipe, threaded
fittings, 2" brass wheel valve, and plastic meter box (purple for reuse). The plastic
meter box is to be installed at grade over the wheel valve. The wheel valve will be
within six inches of finished grade and will be plugged with a brass plug. 4" blowoffs
will be required on both potable water and reclaimed water mains 12" and larger and must
be constructed as shown on the Standard Detail Sheet. A reuse tog will be installed on
reuse main blowoffs in a reuse meter box. .
SECTION VI. TIE-INS TO EXISTING SYSTEMS
The contractor is not to operate any valve or remove any thrust block from City -owned
mains except under direct supervision of a representative of the Utilities Department.
All contractors must follow the procedures listed below for connecting new mains to
existing water systems.
SECTION IX. CONNECTION TO EXISTING SYSTEM
Connections to existing City concrete mains will be made by the Utilities Department
I under the direction of the Engineering Division. Any charges for taps or connections
made by the Utilities Department will be paid to the City by the owner or contractor
prior to the installation. For all water main connections, the contractor must obtain
all required permits; provide a dry pit area, all pit preparation including shoring and
bracing, maintenance of traffic, all right-of-way restoration; and notif� all utilities
prior to construction. Taps on PVC, AC, or DIP mains that are from 4 through 12" in
size must be made by City personnel utilizing saddles and valves provided by the
contractor. Alternatively, the tap may be made by a topping contractor who has been
approved by the Utilities Department.
Topping saddles and valves supplied by the contractor will be inspected by the
Engineering Division prior to installation. The installed topping saddle and valve must
I be tested with water at 100 psi for 15 minutes prior to topping to insure a woter-tight
installation. The pressure test will be performed by the contractor and witnessed by a
. representative of the Engineering Division. After the pressure test of the saddle has
been completed and payment of the topping cost has been made to the City of Cocoa
Customer Service Department, the contractor must contact the Transmission/Distribution
Division to schedule the top. When personnel from the Tronsmission/Distribution Division
arrive on site to make the tap, the contractor will provide a dry work pit in accordance
with OSHA standards. The contractor will also provide the necessary equipment to lift
the tapping machine into and out of the pit. .
SECTION X. FINAL CLEAN-UP AND ACCEPTANCE
10.1 GENERAL
Upon completion of the work and before acceptance by the Utilities Department, the
contractor will meet all permit conditions, remove all debris, and complete sodding,
sprigging, or seeding if required by the plans. The contractor will leave all areas
affected by his/her operations in a neat and presentable condition. �
SECTION XI. FIRE SERVICE
111 GENERAL
Where wet pipe sprinkler service is used, an appropriate backflow prevention device
will be installed in accordance with the "Cross- Connection Control and Backflow
Prevention" section of the Utilities Handbook.
SECTION XII. CONNECTION OF BUILDINGS OVER FOUR FLOORS
.
Connection of domestic water supply systems serving buildings over four floors in
height to the Cit;s water distribution system will be subject to the following
requirements:
1. A fixture unit analysis will be performed by the project engineer to determine
peak domestic flow requirements. This analysis is to be provided to the City.
2. A water meter and a reduced pressure backflow preventer, sized in accordance with
the domestic flow requirements, will be installed above g1round at the developer's
�
I expense.
3. Upon written request, the City will provide the site engineer with the minimum
expected system pressure. The site engineer will be responsible for providing this
information to the architect and building owner. Means for providing an adequate supply
of water to all parts of the building during periods of minimum pressure will be the
responsibility of the building architect.
1
4. Repair costs for damage to the water meter caused by flows exceeding its rated
capacity will be charged to the customer.
SECTION XIII. BACKFLOW PREVENTERS
Backflow preventers must be installed at locations where dangerous cross- connections
may occur. The need for backflow preventers will be determined by the Utilities
Department. Backflow preventers will be the reduced pressure type, as manufactured by
Febco, ClaVal, Hersey, Ames, Watts, or an approved equal, and will have interior fusion
bonded epoxy coating 5 to 12 mils, and will be installed above grade in accordance with
manufacturer , s recommendations on a concrete slab adjacent to the meter. Bockflow
preventers are to be approved in accordance with the "Cross- Connection Control and
Backflow Prevention" section of the Utilities Handbook. .
.
I .
SECTION XIV. AS -BUILT DRAWINGS .
I I
As -built drawings are required for oil systems to be accepted by the City. As -built$
will be prepared by a surveyor or an engineer registered in the State of Florida and
will contain the following information:
1. Location of all valves, service lines, fittings and fire hydrants using at least
two ties to permanent points (manholes, property corners, curbs, or stormwater inlets).
An acceptable station and offset system may be used for service lines and fittings only.
2. Location of mains from property easement lines or edge of pavement at intervals
of 300 feet.
3. Elevations to the top of the water line at intervals of 300 feet and at all
drainage and sewer main crossings. Bench mark to be shown on as-builts.
�
4. Separation between reclaimed water or force mains and water mains if they are
installed within 10 feet of water mains. 1
5. Water main material and distance of mains from buildings or structures within 20
feet of the water main. . I I I
I
I
.
6. Distance from hydrant to hydrant valve. I
I
1
7. Pertinent easement information.
8. Certification by the surveyor or engineer accepting responsibility for accuracy
of information supplied on the as - built drawings and a statement certifying that all
mains are within easements and/or public rights-of-way. The name "City of Cocoa" must
I
appear on all as -built survey information. . I
I
I .
I
I
As-builts will be drawn at a scale of 1 inch = 100 feet. Areas requiring additional
cletail may be enlarged as necessary. Rights-of-woy, easements, and lot lines will be
accurately shown. Lots, block numbers, and street names will be included. If the
as-builts were prepared by an AutoCad (version 12) compatible program or DXF file, a
diskette with that file will be provided to the City. All projects within the South
Mainland Water Service Area will be prepared in a digital format compatible with AutoCad
(version 12). . I
One reproducible print or computer diskette and three signed and sealed blue -line
prints are required. After the surveyor or engineer has certified the locations, the
engineer will certify on F.D.E.P. Form 62-555.910(9) that the system depicted on the
as -built drawing was constructed in substantial conformance with approved plans and will
function as intended.
I-
1"I�
1 6.1.1 Mains 8" and smaller. Tie-in valves will be operated and pressure tested to
t-4 I
verify water tightness prior to the tie-in. Valves that are not water tight must be
SECTION IV. TRENCH PREPARATION
replaced or a new valve must be installed immediately adjacent to the valve; otherwise,
4.1 EXCAVATION. A trench will be opened so that the pipe can be installed to the
the tie-in is not to be made until the system has been approved for service by F.D.E.P.
alignment and depth required. it will be excavated only so far in advance of pipe
The trench will be excavated to the depth required so as to
The contractor will provide a 2" top on the new main and a r 2" tap on the existing main
A 2" jumper equipped with a backflow p eventer (double check) will
placement as necessary.
provide a uniform and continuous bearing support for the pipe or undisturbed ground.
at the tie-in valve.
be installed. The backflow preventer will be utilized for filling the main, flushing the
Bell holes will be provided at each joint to permit jointing to be ma de and inspected
. main, providing water for bacteriological sampling, and maintaining pressure in the main
. . I
properly.
after a successful bacteriological test. The tie-in valve is not to be operated and the
. .
I
jumper is not to be removed until clearance has been obtained from F.D.E.P. and the
During excavation, if ashes, cinders, mu ck or other organic material considered
City. The project engineer will be required to provide an executed F.D,E.P. certificate
unstable is uncovered at the bottom of the trench at sub -grade, it will be removed and
backfilled with approved material. This material will be compacted in layers to provide
of completion prior to clearance. After clearance, the tie-in valve will be opened, the
jumper removed, and the main thoroughly flushed under the supervision of the Engineering
a uniform and continuous bearing characteristic of that area's soil condition. Where the
-grade consists of unstable material to such a degree that
Division. .
bottom of the trench at sub
it cannot be removed and replaced with an approved material to support the pipe
6.1.2 Mains 10" and larger. The some procedure as noted for mains 8" and smaller will
properly, a suitable foundation must be constructed. Excavated material will be piled
be used for mains 10" and larger except that a backflow preventer will be utilized for
I
in such a manner that it will not endanger work or obstruct natural water courses, I �
filling the main, providing water for bacteriological sampling, and maintaining pressure I
sidewalks or driveways. Fire hydrants under pressure, valve boxes, or other utility . . �
controls will be left unobstructed and accessible at all times. Gutters will be kept I
in the main after a successful bacteriological test. The tie-in valve can be opened for
flushing and during chlorination only under the supervision of the Engineering Division.
clear or other satisfactory provisions will be made for street drainage. . I 1. . � . I
The tie-in valve is not to be operated and the jumper is not to be removed until
I . I 1
4.2 SHEETING AND BRACING. Open cut trenches must be sheeted and braced as required by
I clearance has been obtained from F.D.E.P. and the City. After clearance, the tie-in
valve will be opened, the jumper removed. and the main thoroughly flushed under the
any governing State law, municipal ordinances, OSHA Standards, and as may be necessary
the Trench bracing may be removed after backfilling
. supervision of the Engineering Division.
to protect life, property, or work.
has been completed or has been brought up to such an elevation as to permit its safe .
. I
I SECTION VII, TESTING . I I I
removal. The use of a trenching box may be used in place of sheeting and bracing where
.
� I I
appropriate. I I . I .
All newly installed pipe that has been backfilled must be tested at a gouge pressure
1 1.
4.3 DE -WATERING. Excess water must not be allowed in the trench at any time.
I of . 150 psi in accordance with AWWA specification C600.
supply of well points, headers or pumps, all in first-class operating condition, may be I
used to remove the water. The use of gravel and pumps will also be an acceptable means .
7.2 FLUSHING. The City will provide an adequate volume of water for the filling,
flushing, and testing of mains. The contractor will notify the Engineering Division
of removing the water. The trench will be excavated no more than the available pumping
prior to flushing or filling mains, The pressure in the City's system will be monitored
e accommodated in
I facilities are capable of de -watering. Discharge from pumps will b I
the St. Johns River Water Management District's requirements. The City
I . during the flushing; at no time should the pressure in the City's system be allowed to
.
Water during wasteful or unsupervised flushing will be billed
accordance with I
I I drop below 40 psi. used
is not responsible for obtaining de -watering permits. � I
to the contractor. I
SECTION V. PIPE LINE CONSTRUCTION .
I
7.3 HYDROSTATIC TEST. A blowoff or fire hydrant will be installed at the end of the
11
All water mains, service lines and appurtenances must be installed as specified on
pipeline under test. The line being tested will be slowly filled with water to the
I specified test pressure. Before applying the specified test pressure, all air will be
the approved plans and in accordance with the Standard Detail Sheet. Installation will
� expelled from the test section including service connections. If fire hydrants or
conform to AWWA specification C600 except as modified herein.
blow -offs are not available at high elevations, taps at points of highest elevation will
�
5.2 PIPE PLACEMENT, Th � e bottom of the trench will not be excavated below the specified
I be mode to facilitate air removal and testing. When testing is complete, the service
. lines installed for air removal must be removed.
grade. If undercutting occurs, the bottom of the trench will be brought up to the
original grade with approved material and thoroughly compacted, as directed by the
.
The line must hold the 150 psi test pressure for a two-hour test period. The first
Engineering Division Manager. Before placing pipe into the trench, the outside of the I .
I contractor; the second hour must be witnessed by
hour is to be witnessed by the
spigot and the inside of the bell will be wiped clean, dry, and free from oil and .1
.
Engineering Division personnel. Sufficient human resources are to be employed to insure
grease. Every precaution will be taken to prevent foreign material from entering the
inspection. If the line fails to meet the test, it will be repaired and re -tested until
pipe. During placement operation, no debris, tools, clothing or other material will be
the test requirements are satisfied. Line pressure will be maintained to within 5 psi
placed in the pipe. . � I .
�
I of the test pressure at all times.
All mechanical joints will be made up in strict accordance with the manufacturer's .
7.4 LEAKAGE TEST. A leakage test at 150 psi will be performed on all newly installed
specifications. Beveled ends will be removed from PVC pipe entering a mechanical joint.
I sections of pipe after installation of all service connections. Any leakage observed
The bell will be carefully cleaned before the gasket is inserted. Gaskets must be evenly
must be less than the following per thousand feet of pipe:
seated, the gland placed in position with the bolts, and evenly tightened. All slip
I SIZE ALLOWABLE LEAKAGE
joints will be made up in strict accordance with the manufacturer's specifications. .
2" 0.20 Gallons/Hour
.
4" 0.33 Gallons/Hour
After placing a length of pipe in the trench, the spigot end will be centered in the
6" 0.50 Gallons/Hour
bell, the pipe forced home, brought to correct alignment, and covered with an approved
1 81, 0.67 Gallonis/Hour
backfill material. Ductile iron pipe will be backfilled to the centerline of the pipe
10 11 0.83 Gallons/Hour
and compacted to ninety-five percent (95%) of standard Proctor T-99. 1
12" 1.06 Gallons/Hour
1
14" 1.16 Gallons/Hour
Pine will be installed with 30" minimum cover. Maximum cover of 42" will be accepted.
Cover depth will be determined from proposed finish grade as indicated on the plans. At I
times when pipe placement is not in progress, the open ends of pipe must be closed by SECTION VIII. DISINFECTION & BACTERIOLOGICAL TESTING
a water -tight plug or other approved means. This provision will apply during the lunch
hour as well as overnight, If water is in the trench, the seal will remain in place I The contractor must flush mains and arrange for compllete disinfection by chlorination
under the direction of the Utilities Department. Work will conform to applicable
until the trench is pumped completely dry. provisions of AWWA specification C651, "Disinfecting Water Mains." Water with a chlorine
5.3 WIRE. A UF#14 locator wire will be installed on all potable water, reclaimed water, content of 100 ppm will be evenly distributed throughout the pipe system and allowed to
and sewer mains. The wire must be placed on the top of the pipe with at least one wrap remain in the pipe for twenty-four hours before it is flushed out. After flushing, the
around each section of pipe. A run of wire must run from the main to each hydrant. Each water should remain in the pipe for 24 hours before sampling. Service connections and
fire hydrant must have one wrap of the wire around the barrel located at final grade. tie-ins made before testing must be disinfected in accordance with AWWA specification
C651. Samples will be taken by Utilities Department personnel. Water mains must not be
I I flushed between samples. The contractor will be charged a fee by the City to cover the
A run of wire will also be brought up in each valve box. The wire will have 4 feet cost of bacteriological tests. The contractor must have proof of payment for
of excess length. Wire is to be connected together using a yellow wire nut. bacteriological testing at the time of pressure and leakage test inspection. Sample
5.4 BACKFILLING. All backfilling material will be free from cinders, ashes, refuse, I points are determined by the F.D.E.P. Samples are collected Monday through Thursday by
vegetable or organic material, boulders, rocksi stones, or other material which is city of Cocoa Dyal Plant personnel. Dyal Plant personnel can be contacted at (407)
considered unsuitable. When backfill material is not specified on the plans, backfilling 1 568-5867 to schedule a sample pick-up. if samples taken do not demonstrate satisfactory
with the excavated material may be acceptable provided that such material is suitable results, re -chlorination is required. A fee will be charged by the City for additional
for backfilling. Pipe should be backfilled as soon as possible to minimize the length sample collection and analysis.
of open trench. Valves, fittings, and thrust blocks will be left uncovered until Disinfection and bacteriological testing of reclaimed water mains is performed in the
inspection by the Utilities Department has been completed. I same manner as potable water mains. Sample points for reclaimed water mains, however,
5.5 VALVES AND FITTINGS. All valves and fittings will be set and joined to � the pipe in are determined by the Engineering Division Manager. Samples are collected Monday through
the proper location as shown on the plans. Valves should be installed outside of the Thursday by City of Cape Canaveral Public Works Services personnel. Services personnel can be
pavement where practical. A roadway valve box� will be provided for every valve. This . contacted at (321) 868-1240 to schedule a sample pick-up. if samples taken do not
valve box must not transmit shock or stress to the valve and will be centered and plumb . demonstrate satisfactory results, re -chlorination is required. A fee will be charged by
n t, :t�l 4-k ,f . . . of the the City of Cape Canaveral for additional sample collection and analysis.
over the wrench nut of the valve. The box cover is to be us w . -
finished pavement or grade level as specified in the plans. A 24" -square concrete pad
4" in thickness will be poured around the valve box when it is located outside of
pavement. A bronze or stainless steel disc will be cost into the pad for all valves 12"
or larger. Valve nomenclature to be stamped into the disc will include the valve size,
type, manufacturer's initials, number of turns, and direction to open the valve.
(Example: 12" G.V. U.S.P. 20 c.c.w.) I .
5.6 FIRE HYDRANTS. All fire hydrants will be located as shown on the plans and marked
on the pavement with a blue reflector. On unpaved streets, a blue reflector will be
affixed to a post and placed as close to the edge of the road as feasible so as to be
easily visible. The hydrants will be located in such a manner as to provide complete I
accessibility and in a manner so that the possibility of damage from vehicles or injury
to pedestrians will be minimized. All hydrants must stand plumb with the pumper nozzle
facing towards the curb and the bury line of the hydrant at the finished grade. Fire
hydrants installed in State highway rights-of-way will be placed in accordance with any
F.D.O.T. requirements. All fire hydrants will be connected to the main in the manner
shown on the Standard Detail Sheet. 1
5.7 THRUST BLOCKS. Thrust blocks will be installed at all bends, fire hydrants, and as
specified on the plans, in accordance with the Standard Detail Sheet. Metal harnesses,
tie rods, or clamps of adequate strength to prevent movement may be installed at
locations where thrust blocks are not practical. Rods and clamps will be stainless
steel. A 20 -foot length of mechanical joint ductile iron pipe will be installed at all
main endings and a thrust collar will be poured around the pipe at a distance of 10 feet
from the end of the joint.
5.8 PIPE INSTALLED IN CASINGS, Pipe to be installed under pavement where open trenching
is not permitted will be installed through a steel casing which has been jacked and �
bored. Casing size will be as indicated below:
PIPE SIZE MINIMUM CASING SIZE
4" 12"
6" 14"
8" 18"
� � lo" 20"
12" 24 1.
-
16 ., 30'
20" .36"
16" 1.32 Gallons/Hour
Water mains must be pushed or pulled through the casing on pressure- treated wood
skids attached to the pipe with stainless steel straps. Stainless steel casing spacers
with polyethylene skids will be accepted in lieu of wood skids and are required on mains
12" in diameter and larger. The stainless steel casing spacers with polyethylene skids
will be placed in accordance with manufacturer's recommendations. Casing spacers must
be manufactured by Cascade or an approved equal. Restrained joints are required on mains
installed inside casings.
5.9 BLOWOFFS. Flushing blowoffs are to be installed and constructed as shown on
the Standard Detail Sheet. Blowoff materials include 2" galvanized pipe, threaded
fittings, 2" brass wheel valve, and plastic meter box (purple for reuse). The plastic
meter box is to be installed at grade over the wheel valve. The wheel valve will be
within six inches of finished grade and will be plugged with a brass plug. 4" blowoffs
will be required on both potable water and reclaimed water mains 12" and larger and must
be constructed as shown on the Standard Detail Sheet. A reuse tog will be installed on
reuse main blowoffs in a reuse meter box. .
SECTION VI. TIE-INS TO EXISTING SYSTEMS
The contractor is not to operate any valve or remove any thrust block from City -owned
mains except under direct supervision of a representative of the Utilities Department.
All contractors must follow the procedures listed below for connecting new mains to
existing water systems.
SECTION IX. CONNECTION TO EXISTING SYSTEM
Connections to existing City concrete mains will be made by the Utilities Department
I under the direction of the Engineering Division. Any charges for taps or connections
made by the Utilities Department will be paid to the City by the owner or contractor
prior to the installation. For all water main connections, the contractor must obtain
all required permits; provide a dry pit area, all pit preparation including shoring and
bracing, maintenance of traffic, all right-of-way restoration; and notif� all utilities
prior to construction. Taps on PVC, AC, or DIP mains that are from 4 through 12" in
size must be made by City personnel utilizing saddles and valves provided by the
contractor. Alternatively, the tap may be made by a topping contractor who has been
approved by the Utilities Department.
Topping saddles and valves supplied by the contractor will be inspected by the
Engineering Division prior to installation. The installed topping saddle and valve must
I be tested with water at 100 psi for 15 minutes prior to topping to insure a woter-tight
installation. The pressure test will be performed by the contractor and witnessed by a
. representative of the Engineering Division. After the pressure test of the saddle has
been completed and payment of the topping cost has been made to the City of Cocoa
Customer Service Department, the contractor must contact the Transmission/Distribution
Division to schedule the top. When personnel from the Tronsmission/Distribution Division
arrive on site to make the tap, the contractor will provide a dry work pit in accordance
with OSHA standards. The contractor will also provide the necessary equipment to lift
the tapping machine into and out of the pit. .
SECTION X. FINAL CLEAN-UP AND ACCEPTANCE
10.1 GENERAL
Upon completion of the work and before acceptance by the Utilities Department, the
contractor will meet all permit conditions, remove all debris, and complete sodding,
sprigging, or seeding if required by the plans. The contractor will leave all areas
affected by his/her operations in a neat and presentable condition. �
SECTION XI. FIRE SERVICE
111 GENERAL
Where wet pipe sprinkler service is used, an appropriate backflow prevention device
will be installed in accordance with the "Cross- Connection Control and Backflow
Prevention" section of the Utilities Handbook.
SECTION XII. CONNECTION OF BUILDINGS OVER FOUR FLOORS
.
Connection of domestic water supply systems serving buildings over four floors in
height to the Cit;s water distribution system will be subject to the following
requirements:
1. A fixture unit analysis will be performed by the project engineer to determine
peak domestic flow requirements. This analysis is to be provided to the City.
2. A water meter and a reduced pressure backflow preventer, sized in accordance with
the domestic flow requirements, will be installed above g1round at the developer's
�
I expense.
3. Upon written request, the City will provide the site engineer with the minimum
expected system pressure. The site engineer will be responsible for providing this
information to the architect and building owner. Means for providing an adequate supply
of water to all parts of the building during periods of minimum pressure will be the
responsibility of the building architect.
1
4. Repair costs for damage to the water meter caused by flows exceeding its rated
capacity will be charged to the customer.
SECTION XIII. BACKFLOW PREVENTERS
Backflow preventers must be installed at locations where dangerous cross- connections
may occur. The need for backflow preventers will be determined by the Utilities
Department. Backflow preventers will be the reduced pressure type, as manufactured by
Febco, ClaVal, Hersey, Ames, Watts, or an approved equal, and will have interior fusion
bonded epoxy coating 5 to 12 mils, and will be installed above grade in accordance with
manufacturer , s recommendations on a concrete slab adjacent to the meter. Bockflow
preventers are to be approved in accordance with the "Cross- Connection Control and
Backflow Prevention" section of the Utilities Handbook. .
.
I .
SECTION XIV. AS -BUILT DRAWINGS .
I I
As -built drawings are required for oil systems to be accepted by the City. As -built$
will be prepared by a surveyor or an engineer registered in the State of Florida and
will contain the following information:
1. Location of all valves, service lines, fittings and fire hydrants using at least
two ties to permanent points (manholes, property corners, curbs, or stormwater inlets).
An acceptable station and offset system may be used for service lines and fittings only.
2. Location of mains from property easement lines or edge of pavement at intervals
of 300 feet.
3. Elevations to the top of the water line at intervals of 300 feet and at all
drainage and sewer main crossings. Bench mark to be shown on as-builts.
�
4. Separation between reclaimed water or force mains and water mains if they are
installed within 10 feet of water mains. 1
5. Water main material and distance of mains from buildings or structures within 20
feet of the water main. . I I I
I
I
.
6. Distance from hydrant to hydrant valve. I
I
1
7. Pertinent easement information.
8. Certification by the surveyor or engineer accepting responsibility for accuracy
of information supplied on the as - built drawings and a statement certifying that all
mains are within easements and/or public rights-of-way. The name "City of Cocoa" must
I
appear on all as -built survey information. . I
I
I .
I
I
As-builts will be drawn at a scale of 1 inch = 100 feet. Areas requiring additional
cletail may be enlarged as necessary. Rights-of-woy, easements, and lot lines will be
accurately shown. Lots, block numbers, and street names will be included. If the
as-builts were prepared by an AutoCad (version 12) compatible program or DXF file, a
diskette with that file will be provided to the City. All projects within the South
Mainland Water Service Area will be prepared in a digital format compatible with AutoCad
(version 12). . I
One reproducible print or computer diskette and three signed and sealed blue -line
prints are required. After the surveyor or engineer has certified the locations, the
engineer will certify on F.D.E.P. Form 62-555.910(9) that the system depicted on the
as -built drawing was constructed in substantial conformance with approved plans and will
function as intended.
I-
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C1 TY OF A CITY OF COCOA
Brevard County, Florida
UTILITIES DEPARTMENT
4 _
CITY OF COCOA
TECHNICAL PROVISIONS - WATER_
CITY OF CAPE CANAVERAL
Brevard County, Florida
PUBLIC WORK SERVICES
CITY OF CAPE CANAVERAL
TECHNICAL PROVISIONS
SANITARY SEWER/RECLAIMED WATER_
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web: maidesignbuild.com
email: info@maidesignbuild.com
Date: 09-13-2011 Sheet
, Scale: AS HWN
pDrawno:A
' mAl C,6B
Checked: DTM
Appro ed: DTM of
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Proj . 20111-005 --
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DESIGN BUILD
web: maidesignbuild.com
email: info@maidesignbuild.com i
Date: 09-13-2011
- - 1 Sheet
Scale: AS SHWN
Drawn: W
Checked: DTAMA C-7
I Approved.
DTM
Of
i Proj #: 2011-005 1
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Work A,*&
Lone Idehfirriclotion + X-ectien of Traffic
— — — — — — — — — — — — — - — — —
Median
— — — — — — — — — — — — — — — — - — —
off "at z n- '�-Islhng barrier.
Xr/ i�rk �1, 'behind the Curb,
lil Z.rs, 11:lnl
l 15'n, or, frnn� Me dge o� trnvnl wny.
GENERAL NO TES
p
RIC41T LANE
CLOSED
EAD
1, If the work operation (excludnq esiabhshing znd termiiat,ng
Do,;.. Spacing
25
the work area), requir6s that two or more work vehicles
125
2
L
cross �he offsr#t zct,?v in 2ny one hour, traffic c6otroi,villbo
Speed
Cvnes of' R '
a-PH0.5 nr Vi,.rfnl
in accordance with Index No. 612.
Tubular Morkers
Ponelq or Orvmg
2, No specials,'gring ;a required.
D
D
.1. M's index also appYss when work is beingperformed on a
D
25 50
multilane undivided hIghw0y.
25 50
'While Refleclorized Pelemerif Vc4 7'
4. Jbial �ndex also applies to work performed ir, the mecian
25 1 SO
50 100
behirid &.7 eyish'ng barrier or more than 15'from . the idge
a
S�o s s
a I f travel wqy, both rocd�iqys. Work performed in the
W- Width of f6tolshoulder in feet
k 500'beyo,d the ROAD WORe
median behhid Curb end guitar shollbe ij accordance
I
with indepe bid, 612.
a,
D
b. When d aide rood intersects the highway within the work area,
DURA TION NO TES
S- Posted speed limit (mph)
oddit;pnal traMe controldev.ces, shollbe alaced in occoralcrice
D
If the work operation cicr�ochvs an the through tra!,;c lanes or
ft? other oppl,-'eable TCZ Inde -s.
CONDI 71ONS
- — - — - — - — ---— - — - — - — - — - — - —
6. When co�struc!ibn octiviffes encroach on a tldrw:;1k, refer
WHERE ANY' VEHICLE, EQV1PAENr,
Taper LCnath-L
-See fable 11
rp lrp�e.Y No. 669,
WORKERS AND TH EIR ACFIVITIE,5
sign and the RIGHT LANE CLOSED j1z 141LE
,7, For 04neraITC7 requtre-nents and odd1tAqn9h'pfdr1hot;on, refer
ATE BEHIND AN E,qSTJNC BARRTER,
MORE THAN 2'BEHIlvi; THE culte,
rROAD�,-"�"
WORK
to "I"dx No, �004
nR wnR &f,")RF F"Rnv ThF rn.rr
ends signs substituted for the right lono closed and lare end signs,
9. For gener2l TCZ requirements and addWonolinfo,mcCon,
bF TRAVEL WAY.
�Device Sio-rg-Tong-t
RIGHT LANE CLOSED AHEAD slqn.
subs ituted for the WORKCA'S sign. The flogger sholibeposiNoned
-------- -------
2010 FDOT Design Standards
Law-
A.V1.1"
Shoot No.
The some qpp,�es to unalvided nighways 44th, the foilow.ro exceptions�
See robia I
it 500'bey.nd the PaAo W0.'?K,,dH_rAD
07/Dl/05
1 of 1
\AHEAD/
sign or midway betweeo Signs whilchever
MULTILANE, WORK OUTSIDE SHOULDER
I.d. N
is less.
centerline obufting the work area and across the traiiingr end of the
DURA FION NOTES
ROAD
WORK
AHEAD> -_
Table I
RIC41T LANE
CLOSED
EAD
Suffer
Space
Dis. t.
(ft.)
Do,;.. Spacing
25
May. Distance Betivean Devices (ft.)
125
2
L
/ype ; or I ype It
Speed
Cvnes of' R '
a-PH0.5 nr Vi,.rfnl
ffflah)
Tubular Morkers
Ponelq or Orvmg
45
D
D
D_
D
25 50
-0 to 45
25 50
'While Refleclorized Pelemerif Vc4 7'
�O to
25 1 SO
50 100
. 70 730
a
S�o s s
V55 mph or g-clie 264 !640 1000�
W- Width of f6tolshoulder in feet
k 500'beyo,d the ROAD WORe
qnp1;r.ahl,. TC7
I
'comb;ned poked aria orlpaved width)
a,
D
D
DURA TION NO TES
S- Posted speed limit (mph)
--.-T-
D
If the work operation cicr�ochvs an the through tra!,;c lanes or
'A
B
- — - — - — - — ---— - — - — - — - — - — - —
cl� or. alfernabe to the ROAD WORK AHEAD
A When work i's performed in the median lone on divided h.�yhklqys, the
Taper LCnath-L
-See fable 11
Sbffer Space
See Toole 11
500,
sign and the RIGHT LANE CLOSED j1z 141LE
channelizing device plan is inverted and left lone c!osea and lone
a,' Work operoVons ore 60 miru'ies or less.
rROAD�,-"�"
WORK
temporary crb.1swaik mork,ft-Igs, rtipovolcnd 64*poko;of tbrr�60rb?l curb
I
sign may be used as an alternate to the
ends signs substituted for the right lono closed and lare end signs,
9. For gener2l TCZ requirements and addWonolinfo,mcCon,
See Table 11
C ica
�Device Sio-rg-Tong-t
RIGHT LANE CLOSED AHEAD slqn.
subs ituted for the WORKCA'S sign. The flogger sholibeposiNoned
-------- -------
3Hn 3ivA anos
ROAD
WORK
AHEAD> -_
Table I
RIC41T LANE
CLOSED
EAD
Suffer
Space
Dis. t.
(ft.)
Do,;.. Spacing
25
May. Distance Betivean Devices (ft.)
125
2
L
DISTANCE BETWEEN SIGNS
cased Spacing (ft.)
Fab!
Buffer Space an
Table I
Speed
(mph)
Suffer
Space
Dis. t.
(ft.)
Do,;.. Spacing
25
May. Distance Betivean Devices (ft.)
125
2
L
/ype ; or I ype It
Speed
Cvnes of' R '
a-PH0.5 nr Vi,.rfnl
ffflah)
Tubular Morkers
Ponelq or Orvmg
45
Taoer IranceiR
540
25
2L !0 -
25 50
-0 to 45
25 50
30 50
�O to
25 1 SO
50 100
Fab!
Buffer Space an
Taper Length
Speed
(mph)
Suffer
Space
Dis. t.
(ft.)
7�pe, Lylh
f;2'Lateral
T,nnsitlj
L N, t
(f0 lh!erge)
25
155
125
2
L
30 200
ISO
.35 ;250
;14.5
49 305
j20
45
360
540
1. War* operatioris 3hofibe co9fined to one traffic lone, leoving
425
500
55 495
650
M50
60
720
65 645
codicicnvIlIC: devices shafibe placed ih. occordonce with other
. 70 730
a
When Buf.eer Spoce cannot be otta;ned
due to geome!r-*c constraints, the
greatest ct?c;,,cb,1e length shol,'te used,
b.f a! tess than 200 ft.
For lateral frorsitions other thar. !2,, use
formula far L shown in the notes column.
horc:
� Lerloth of toper in feet
W= 4 IcTth of lateral transition ;'n fee t
S= Pos.ed speed Jimit (mph�
110Y
Table I
A 9 C
(ft.)
I _72—'
Shlor.
GENERAL NOIES
Device Spacing
25
j5 42
60
40 mpn or less � 200 200 209
5C 60
35 56
5peed
. (mia"l;
Cones a, TIpo I or T,,rc 11
7ubvlar Markers Barricades of V.rfica/
Panels or Drums
90 107
45
45 mph J50 .3bu i1su
Toper rangen Toper Tonocni
1. War* operatioris 3hofibe co9fined to one traffic lone, leoving
7. When a side rood hrersects the higmrgy with;n the TTC zone,
DISTANCE BETWEEN SIGNS
25
25 50 25 50
50 non
2bo '4 1
the adjacent lone open to trafflc�
codicicnvIlIC: devices shafibe placed ih. occordonce with other
26 _-O 30 50
1 P -5 3
S�o s s
V55 mph or g-clie 264 !640 1000�
W- Width of f6tolshoulder in feet
k 500'beyo,d the ROAD WORe
qnp1;r.ahl,. TC7
T-nn-ry IA.ny.� 1- thq, 9'in tqr: 'r .9,k
'comb;ned poked aria orlpaved width)
AHL1njs;,qn Or m, - dway bet."n
S YMAROL S
2. On undivided hTghways the meolor. sigrs as shown are to be omit led.,
DURA TION NO TES
S- Posted speed limit (mph)
o 9, " "aler is less.
Jr The TOAr WORK I MILE sign may be used
If the work operation cicr�ochvs an the through tra!,;c lanes or
S, Tills TC2 plan does rol apply when kkurA ls beirig perl'utnied in
B
- — - — - — - — ---— - — - — - — - — - — - —
cl� or. alfernabe to the ROAD WORK AHEAD
A When work i's performed in the median lone on divided h.�yhklqys, the
the middle lone(s) of a six or more lare highivoy. See Index Alo. 614
crosswalks shollbe covere6 ar deactivated..
S YA480L S
sign and the RIGHT LANE CLOSED j1z 141LE
channelizing device plan is inverted and left lone c!osea and lone
a,' Work operoVons ore 60 miru'ies or less.
rROAD�,-"�"
WORK
temporary crb.1swaik mork,ft-Igs, rtipovolcnd 64*poko;of tbrr�60rb?l curb
I
sign may be used as an alternate to the
ends signs substituted for the right lono closed and lare end signs,
9. For gener2l TCZ requirements and addWonolinfo,mcCon,
See Table 11
C ica
�Device Sio-rg-Tong-t
RIGHT LANE CLOSED AHEAD slqn.
subs ituted for the WORKCA'S sign. The flogger sholibeposiNoned
refer to lnde� No. 609.
3Hn 3ivA anos
The some qpp,�es to unalvided nighways 44th, the foilow.ro exceptions�
See robia I
it 500'bey.nd the PaAo W0.'?K,,dH_rAD
(a) Work shollbe :onfined within one medion lane.
\AHEAD/
sign or midway betweeo Signs whilchever
(b) Additional barricades, cones, ar.drurnk shollbe placed along the
This TICZ plan also applies to work performed in the modi*cn Moro
is less.
centerline obufting the work area and across the traiiingr end of the
DURA FION NOTES
Charnal,'xlrig Device (See Index N, 600)
work area.
lha
When work on undivided highways occurs cc,-csg the �enteriine so
1. Temporary 4,h:te edgelire may be om:fied for il,ork
oper.fians less than j dayt.
as to encroach on both rv;.�dian lanes, the �;verted plan a oppiled
roadway the signs ted in the medion
1V0rK !One 5;gn
to the approoch. of both roadways,
2. Signs. orro w panel and buffer Space mo,v be omitted if 611
==b, Lane Identification 4- Direction of Traffil,
4.
of the fol!oivinq conditions are met:
CONDITIONS
4.Signs, and traffic controldevices, are 'a be modified in accordance
a), WorA operations, -ire 60 minures or less.
W11CRE ANY VEHICLE, EQUIPMENT,
S YUSOL S
kvith INTERMITTENT N17PK STOPPACE dcto;ls (shcct 2 of 2) whcn
0 Speed finnif is 45 mph or less.
WORKERS OR THEIR ACTJ'VITIFS
Work Area
no work is being performed and the highway is acen to traffici
0 N-2 sigh,' obstructions to vehicles approaching the
CON0.1 TIONS
ENCROAC11 PIC APCA CLOSEI? 71!AA/
work area for a d;sfonco equalto in& buffer space and
15' BUT NOT CL65EP THAN P TO
5. The two chonnelizing devices d;rectfk, in front of the work area
Me taper length combined.
WHERE AAY VEHICLE, EOUIPMENT,
THE EDGE OF TRAVEL, 4(A,.
Sian WRh 18"x 16'� Win.)
'70 be omitted prowided ve;cles `n the work area have
d) Vehicles in the work area have high-in�e,7sity, rotating.
WORKERS OR THEIR ACTIVITLES
Orange riag And rype 8 tight
ligh4lonsity rofaflng, flashing, nscilloUng, or strobe liql.ts operating.
hdshig, .5611,76rg, or strobe tigh's apercting.
CNCROACil ON TIC LANC ADdACENT
S. When poved shoulders having a width of 8 ft, at, mcre ore elsed,
a) Volume and complex,'�y of the rood"ay )-,as been cdnsidered.
TC EITHER SHOULDER AND ThE
2
ehannel4ing Device iSee, Jn3ex No, 600)
channelTzing dev,'ces, shalbe used to close the shou!der in cdecri�e
ARE4 2',7UTSIDE THE EDGE OF
2010 FDOT Design Standards
of the mergMg toper to direct YeMcvlar traffic to remain within the
Shoot No.
TRA VIEL KAY'
Work Zone Sign
trov6lwa.y. See Index No. 612 for shoulder toper formulas.
Adv2nce Werning Arrow Panel
=>
Lane Identification 4 Direction of 7ruffic
2010 FDOT Design Standards
she
110Y
Table 1i
Taper Length - Shoulder
Table I
a-
ShIll-Flhol.'r
(ft.)
I _72—'
Shlor.
Nolds
Device Spacing
25
j5 42
60
Alwi.-Distonce Between Oevic;; (ft.)
5C 60
35 56
5peed
. (mia"l;
Cones a, TIpo I or T,,rc 11
7ubvlar Markers Barricades of V.rfica/
Panels or Drums
90 107
45
medion
Toper rangen Toper Tonocni
For spac;ng of traffic controldovIcts ard gcnc,al TCZ
50 IJZ
DISTANCE BETWEEN SIGNS
25
25 50 25 50
60 160
2bo '4 1
Soccirg (ft.)
�O to 45
26 _-O 30 50
1 P -5 3
S�o s s
7
W- Width of f6tolshoulder in feet
k 500'beyo,d the ROAD WORe
.1 !-3tr-t l7ghfto
T-nn-ry IA.ny.� 1- thq, 9'in tqr: 'r .9,k
'comb;ned poked aria orlpaved width)
AHL1njs;,qn Or m, - dway bet."n
S YMAROL S
ke
C'; a
�Z
DURA TION NO TES
S- Posted speed limit (mph)
o 9, " "aler is less.
1.
If the work operation cicr�ochvs an the through tra!,;c lanes or
A
B
- — - — - — - — ---— - — - — - — - — - — - —
Top- Legn "�L
ee
a,' the foRom'ng conditions ore meV
crosswalks shollbe covere6 ar deactivated..
S YA480L S
—
117M 1111110 1161 3110 101"
;n 1 one hour period (excludirg establish,*hq and t6rninoili-.g this
a,' Work operoVons ore 60 miru'ies or less.
rROAD�,-"�"
WORK
temporary crb.1swaik mork,ft-Igs, rtipovolcnd 64*poko;of tbrr�60rb?l curb
I
< L>/
lvorktorea), a fagger shc1lbe and a FLAGGER sion shollbe
W Vehicles n the wo,k area hok a h-gh-intonsity, ratat.`rg,
See Table 11
C ica
�Device Sio-rg-Tong-t
500,
subs ituted for the WORKCA'S sign. The flogger sholibeposiNoned
RoiNng. a, strobe lights oparot,ny.
3Hn 3ivA anos
at the point of vehicle entry or departure from Me work area,
See robia I
I See Table I
\AHEAD/
Orange Flog Ard oype B Light
2.
This TICZ plan also applies to work performed in the modi*cn Moro
Table 1i
Taper Length - Shoulder
Table I
a-
ShIll-Flhol.'r
(ft.)
I _72—'
Shlor.
Nolds
Device Spacing
25
j5 42
60
Alwi.-Distonce Between Oevic;; (ft.)
5C 60
35 56
5peed
. (mia"l;
Cones a, TIpo I or T,,rc 11
7ubvlar Markers Barricades of V.rfica/
Panels or Drums
90 107
45
120
Toper rangen Toper Tonocni
For spac;ng of traffic controldovIcts ard gcnc,al TCZ
50 IJZ
DISTANCE BETWEEN SIGNS
25
25 50 25 50
60 160
2bo '4 1
Soccirg (ft.)
�O to 45
26 _-O 30 50
1 P -5 3
Table 1i
Taper Length - Shoulder
Speed
(mph)
a-
ShIll-Flhol.'r
(ft.)
I _72—'
Shlor.
Nolds
21t,
25
j5 42
60
3b 40
5C 60
35 56
68 8�,
40 72
90 107
45
120
150 1 180
For spac;ng of traffic controldovIcts ard gcnc,al TCZ
50 IJZ
1517 1 200
55 147
JeJ 220
60 160
2bo '4 1
65 173
d101
217 D
F /:F 787
1 P -5 3
MULTMANE, MRK ON SHOULDER
D 03 D Alov;on
77-�77-71
r-7777
D
D D D
IN
JL
A C L 2nd Buffer Spa
Ae,
a',
ZROAD"<1 _". To !00
FSPEEiDFINE�S �rrcw PcnclOForct;on Dosconfinuod
ING <NN_WORK
L
M/
ILE
And Arrow PaneiShallBe Removed Or
')DU 'E Reloco!ed Ouftide The Clear Zone 0(
A Bo,rier Or Crash Cushion
EWHEN ZRKERS Be Shielded 9)
Te-po,ory ioavt�mer;t Moikings Placed Thicug,17 WoiA. Ateo
EVEN PAVEMENT And Devi'ces Relocated Laterally 2'Tc 4'Outside Edge Of
Trove; Pay
Median
D 1111 D
D D D
A C onc� Buffer Space ea e poror,7y
4 F a are, To Traffic 500,
Arrow FenelOperction U-scontinbea
AD ROAD UNEVE And Arratk P7,ie/Shall,% Removpd nr
RK < WORK > Re)ocofed Outside 'he Clear Zone Or
ILE IMILE LAN.L i3e Shie/aLd By A Bcrr,,er Or Crosil Cushion
0, erloy
Hon Or
;eo L
Shields Temporary Pa, ement Afd,kiros Placed Thro�oh Work Area
And Devices Felocore:l Lo:erally 2' To 4' Otitsiae Edge Of
Travel Way.
UNE VEN PA VEMEN r
INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC
2010 FDOT Design Standards Lee
Rowlekw5l Sheet No.
/ 1/0 201`2
MULTILANE, WORK WITHIN THE TRAVEL WAY lild.. No.
MEDIAN OR OUTSIDE LANE 613
4P
,-T,,7onrc;ry 44 -king
D
"DBEREE HCE"Ris, I I
a I �
Speed A 1 0
TO —t-10 2C 50 50 100,
EWALK
8' minimum shoulder width.
GENERAL NOTES
4C mch or less 200 200
the signs controlling pedestrian Paws ore shown.
- — -- — -- — -- — -
SIDEWALK
- — -- — -- — -- — -- —
street, efforts should be mode to stage the construction so that both
CLOSED
43 oh 350 1 j50_
sice,voIA's are not out of service at the some thpe.
WA 40A
For spac;ng of traffic controldovIcts ard gcnc,al TCZ
Length of shoulder taper in feet
.0
50 17 or Veolter :,U0 L 500
HI
4P
markora abohnot cc 9"caic, than 2�'.
9. Tcmporary v/aLkwoys shailbo a mirlmum of 4'widc with a maximurn
S�o s s
7
W- Width of f6tolshoulder in feet
k 500'beyo,d the ROAD WORe
.1 !-3tr-t l7ghfto
T-nn-ry IA.ny.� 1- thq, 9'in tqr: 'r .9,k
'comb;ned poked aria orlpaved width)
AHL1njs;,qn Or m, - dway bet."n
S YMAROL S
GENERAL NO TES
DURA TION NO TES
S- Posted speed limit (mph)
o 9, " "aler is less.
1.
If the work operation cicr�ochvs an the through tra!,;c lanes or
J. Signs and chornefsing devices n7cy be omitted ;f oil
rr -- - — - — - —
- — - — - — - — ---— - — - — - — - — - — - —
- — 'A
when four or more work vehicles enter thd through traffic lares
a,' the foRom'ng conditions ore meV
crosswalks shollbe covere6 ar deactivated..
S YA480L S
—
117M 1111110 1161 3110 101"
;n 1 one hour period (excludirg establish,*hq and t6rninoili-.g this
a,' Work operoVons ore 60 miru'ies or less.
6. Past Mounted S,'g,s located near at aq,*dcont to a
temporary crb.1swaik mork,ft-Igs, rtipovolcnd 64*poko;of tbrr�60rb?l curb
I
lvorktorea), a fagger shc1lbe and a FLAGGER sion shollbe
W Vehicles n the wo,k area hok a h-gh-intonsity, ratat.`rg,
Lone Identification + Direction of Trcff!c
Work Area
R
subs ituted for the WORKCA'S sign. The flogger sholibeposiNoned
RoiNng. a, strobe lights oparot,ny.
3Hn 3ivA anos
at the point of vehicle entry or departure from Me work area,
go dois
�;igrl With ld"J18" IMin.)
Orange Flog Ard oype B Light
2.
This TICZ plan also applies to work performed in the modi*cn Moro
A
A ,
AV
than 2'b.t less than 25'frpm the edge of tro,elway.
Charnal,'xlrig Device (See Index N, 600)
lha
J.
When work is being performed an a "�,Itilare undivided
roadway the signs ted in the medion
1V0rK !One 5;gn
(as shown) shofte
==b, Lane Identification 4- Direction of Traffil,
4.
IMTKEPS sI;ps to be terroved or fuit� covered when no work
CONDITIONS
;a being psrformed.
W11CRE ANY VEHICLE, EQUIPMENT,
5.
SHOULDER WORK sian mq.� be used as an ol;e-ncta to its
WORKERS OR THEIR ACTJ'VITIFS
WORKER symbolsitri,
ENCROAC11 PIC APCA CLOSEI? 71!AA/
15' BUT NOT CL65EP THAN P TO
6.
When a side road intersects the highway w;thin the TTC zone,
oddlfloncITTC devices shailbe placed in accordance with other
THE EDGE OF TRAVEL, 4(A,.
applicable TCZ Indexes.
7.
Par general 7CZ requirerner, is and additional informat,on,
refer to Index /Va. 600.
1
2010 FDOT Design Standards
Shoot No.
MULTMANE, MRK ON SHOULDER
D 03 D Alov;on
77-�77-71
r-7777
D
D D D
IN
JL
A C L 2nd Buffer Spa
Ae,
a',
ZROAD"<1 _". To !00
FSPEEiDFINE�S �rrcw PcnclOForct;on Dosconfinuod
ING <NN_WORK
L
M/
ILE
And Arrow PaneiShallBe Removed Or
')DU 'E Reloco!ed Ouftide The Clear Zone 0(
A Bo,rier Or Crash Cushion
EWHEN ZRKERS Be Shielded 9)
Te-po,ory ioavt�mer;t Moikings Placed Thicug,17 WoiA. Ateo
EVEN PAVEMENT And Devi'ces Relocated Laterally 2'Tc 4'Outside Edge Of
Trove; Pay
Median
D 1111 D
D D D
A C onc� Buffer Space ea e poror,7y
4 F a are, To Traffic 500,
Arrow FenelOperction U-scontinbea
AD ROAD UNEVE And Arratk P7,ie/Shall,% Removpd nr
RK < WORK > Re)ocofed Outside 'he Clear Zone Or
ILE IMILE LAN.L i3e Shie/aLd By A Bcrr,,er Or Crosil Cushion
0, erloy
Hon Or
;eo L
Shields Temporary Pa, ement Afd,kiros Placed Thro�oh Work Area
And Devices Felocore:l Lo:erally 2' To 4' Otitsiae Edge Of
Travel Way.
UNE VEN PA VEMEN r
INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC
2010 FDOT Design Standards Lee
Rowlekw5l Sheet No.
/ 1/0 201`2
MULTILANE, WORK WITHIN THE TRAVEL WAY lild.. No.
MEDIAN OR OUTSIDE LANE 613
4P
,-T,,7onrc;ry 44 -king
D
"DBEREE HCE"Ris, I I
a I �
eu
WITH TEMPORARY CROSSWALKS
EWALK
GENERAL NOTES
&4 &w ZA, �r e
1�1 I Mf 111111
the signs controlling pedestrian Paws ore shown.
- — -- — -- — -- — -
SIDEWALK
- — -- — -- — -- — -- —
street, efforts should be mode to stage the construction so that both
CLOSED
it
sice,voIA's are not out of service at the some thpe.
WA 40A
For spac;ng of traffic controldovIcts ard gcnc,al TCZ
8. In tho cvcr.t Inct s.,'c!cwaika on path sidas of the stroot are closed,
.0
requirements refer to Index No, 660. M2ximum spacing
HI
4P
markora abohnot cc 9"caic, than 2�'.
9. Tcmporary v/aLkwoys shailbo a mirlmum of 4'widc with a maximurn
S�o s s
7
002 cross siope and a maximum �).05 running Slope between ramps.
.1 !-3tr-t l7ghfto
T-nn-ry IA.ny.� 1- thq, 9'in tqr: 'r .9,k
2F
space aflhtv,volv no' to cxqcc0 200'. Temporary romps nhai(movi the
S YMAROL S
4. F -or nighttime closures use type A rioshir7p J,orn!`ng
requirements for Curt rairlps specified in Jn.deX No, 30-4. Temporary
3M 33WMHSW
3M NUM 3VnDQ
3Nn RUM
walkway surfcces and r m hollbe sicb,e, &m. sfi� resistatit, and kept
free Nd '
11 Channel-ii'ng 0i�e (See Index No. 000)
1%
rr -- - — - — - —
- — - — - — - — ---— - — - — - — - — - — - —
- — 'A
10. Temporary romps orq temporary crosgWalk mcrkkios.shollbe removed
crosswalks shollbe covere6 ar deactivated..
with reopenho of the sidewalk, unless ojilir�jse noted In the plans. Allwork
—
117M 1111110 1161 3110 101"
yJVV"__
0, P-m-ent Curb Romps.
6. Past Mounted S,'g,s located near at aq,*dcont to a
temporary crb.1swaik mork,ft-Igs, rtipovolcnd 64*poko;of tbrr�60rb?l curb
I
3Nn f9W_MWM
311n RuRm anos
Lone Identification + Direction of Trcff!c
bottom ofsign to the &idckfalk.
R
3Hn 3ivA anos
go dois
A
A ,
AV
lha
x
MULTMANE, MRK ON SHOULDER
D 03 D Alov;on
77-�77-71
r-7777
D
D D D
IN
JL
A C L 2nd Buffer Spa
Ae,
a',
ZROAD"<1 _". To !00
FSPEEiDFINE�S �rrcw PcnclOForct;on Dosconfinuod
ING <NN_WORK
L
M/
ILE
And Arrow PaneiShallBe Removed Or
')DU 'E Reloco!ed Ouftide The Clear Zone 0(
A Bo,rier Or Crash Cushion
EWHEN ZRKERS Be Shielded 9)
Te-po,ory ioavt�mer;t Moikings Placed Thicug,17 WoiA. Ateo
EVEN PAVEMENT And Devi'ces Relocated Laterally 2'Tc 4'Outside Edge Of
Trove; Pay
Median
D 1111 D
D D D
A C onc� Buffer Space ea e poror,7y
4 F a are, To Traffic 500,
Arrow FenelOperction U-scontinbea
AD ROAD UNEVE And Arratk P7,ie/Shall,% Removpd nr
RK < WORK > Re)ocofed Outside 'he Clear Zone Or
ILE IMILE LAN.L i3e Shie/aLd By A Bcrr,,er Or Crosil Cushion
0, erloy
Hon Or
;eo L
Shields Temporary Pa, ement Afd,kiros Placed Thro�oh Work Area
And Devices Felocore:l Lo:erally 2' To 4' Otitsiae Edge Of
Travel Way.
UNE VEN PA VEMEN r
INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC
2010 FDOT Design Standards Lee
Rowlekw5l Sheet No.
/ 1/0 201`2
MULTILANE, WORK WITHIN THE TRAVEL WAY lild.. No.
MEDIAN OR OUTSIDE LANE 613
4P
,-T,,7onrc;ry 44 -king
D
"DBEREE HCE"Ris, I I
a I �
I U I I 1 11 "'
MID -BLOCK SIDEWALK
CLOSURE
U10 -BLOCK SIDEWALK CLOSURE
WtrH TEMPORARY WALKWAY
CORNER SIDEWALK CLOSURE
WITH TEMPORARY CROSSWALKS
EWALK
GENERAL NOTES
_CI,DSIDED
r"'SED
GLO ED
the signs controlling pedestrian Paws ore shown.
7. When construction act.'vNes involve s;oew6;ks on both sides of the
SIDEWALK
6Only
er work zone signs wilibe needed to contraltraffle or,
street, efforts should be mode to stage the construction so that both
CLOSED
the streets.
sice,voIA's are not out of service at the some thpe.
21 (S81-DERM-&-q-08-01
I U I I 1 11 "'
MID -BLOCK SIDEWALK
CLOSURE
U10 -BLOCK SIDEWALK CLOSURE
WtrH TEMPORARY WALKWAY
ACN. i 2010 FDOT Design Stands
WHERE ANY VEHICLE,
&�WPMEWT K"ORKERS OR
THEIR ACTl(VITItS ENCROACH
QN THE SIDE*AL.K F005- A
PERIOD OF MORE THAN 60
MINUTES, , I
i LU
Z
LU
::E
>
-.1- 00
r- cD ce) 00
C.4 Cj C"
" CD CD
C110 CV) CY)
0 LU
U) 9 C/) U-) U-)
ca I -J C)
LU U T-- -r-
Z
co
C'4 0
0 CC U -j
0 U-0 Z
0 (:D ca 0
all __j t
UJI
RIM 6- U_
0
X
Z
Uj
U_
_J_ Z
0.
LU
LU >
> 0
Z _j
LLJ
>
Uj
CIO
U_
— - — - — — - — - — - — - — - — - —
3Nn AUTO 3ionoo
UUVA97DO9 JflffOYJSV
311� 311M ONM
----------
7
XW U"41QHoo.g XNA, A109
NOTE.
ALL HOPK "ITHIN FOOT RIC -HT -OF -HAY
5HALL CONFOPJ-i TO FOOT LATE5T
DESIaN 5TANPARP5 MANUAL 2010 AND
ROAD 41 BRIDOE 5PECIFICATION5
MANUAL 2010 EDITION.
DESIGN BUILD
50D ALL P15TUR13ED UNPAVED AREA5
Q)
HITHIN POT R16HT-OF-HAY HITH
Ci E3r=PHUF,>A 50D ONLY
hi
web: maidesignbuild.com
email: info@maidesignbuild.com
Date: 09-13-2011
Sheet
Scale: AS SHWN
Drawn: SEIC'I
A* FDOT DRIVEWAY LOCATION PLAN
Checked: DTM C-8
N.T.S. 0 15, 39 69 120,
Approved: DTM
of
1" 60r Proj #: 2011-005
CORNER SIDEWALK CLOSURE
WITH TEMPORARY CROSSWALKS
GENERAL NOTES
the signs controlling pedestrian Paws ore shown.
7. When construction act.'vNes involve s;oew6;ks on both sides of the
6Only
er work zone signs wilibe needed to contraltraffle or,
street, efforts should be mode to stage the construction so that both
the streets.
sice,voIA's are not out of service at the some thpe.
For spac;ng of traffic controldovIcts ard gcnc,al TCZ
8. In tho cvcr.t Inct s.,'c!cwaika on path sidas of the stroot are closed,
requirements refer to Index No, 660. M2ximum spacing
pedestrians snailbe guided around the cz-nstruction zone.
between barricades, vertico;pangls, dru-s or
markora abohnot cc 9"caic, than 2�'.
9. Tcmporary v/aLkwoys shailbo a mirlmum of 4'widc with a maximurn
002 cross siope and a maximum �).05 running Slope between ramps.
.1 !-3tr-t l7ghfto
T-nn-ry IA.ny.� 1- thq, 9'in tqr: 'r .9,k
space aflhtv,volv no' to cxqcc0 200'. Temporary romps nhai(movi the
S YMAROL S
4. F -or nighttime closures use type A rioshir7p J,orn!`ng
requirements for Curt rairlps specified in Jn.deX No, 30-4. Temporary
Work Area
lights on barricades stpporijng signs and closing g:dewalks.
Uze r C steody-buri lights doviced:
walkway surfcces and r m hollbe sicb,e, &m. sfi� resistatit, and kept
free Nd '
11 Channel-ii'ng 0i�e (See Index No. 000)
j,pe on channeliltir�g
separating the work area from ve.'*ular traffic.
of any obstructions hazards such ds, hchei, awis� mud,
construction equipment, stored materi'a,'s; etc,
]J Work Zale Sign
5� Padestr!on traffic controlling c(�lk#d
10. Temporary romps orq temporary crosgWalk mcrkkios.shollbe removed
crosswalks shollbe covere6 ar deactivated..
with reopenho of the sidewalk, unless ojilir�jse noted In the plans. Allwork
Required Locdt.`c,;s For Either Tomparcry
and mclerivii associated with constructing femporaq curb romps and
0, P-m-ent Curb Romps.
6. Past Mounted S,'g,s located near at aq,*dcont to a
temporary crb.1swaik mork,ft-Igs, rtipovolcnd 64*poko;of tbrr�60rb?l curb
I
sideivalk shailhave a ;�mihimumt clsor7nce from the
romps, and tenporory crosswalk, markings, and restarollon to
, bri'91ral
Lone Identification + Direction of Trcff!c
bottom ofsign to the &idckfalk.
eondito,A shollbe paid for as Maint &nonce of rraffic, Jump Suni.
ACN. i 2010 FDOT Design Stands
WHERE ANY VEHICLE,
&�WPMEWT K"ORKERS OR
THEIR ACTl(VITItS ENCROACH
QN THE SIDE*AL.K F005- A
PERIOD OF MORE THAN 60
MINUTES, , I
i LU
Z
LU
::E
>
-.1- 00
r- cD ce) 00
C.4 Cj C"
" CD CD
C110 CV) CY)
0 LU
U) 9 C/) U-) U-)
ca I -J C)
LU U T-- -r-
Z
co
C'4 0
0 CC U -j
0 U-0 Z
0 (:D ca 0
all __j t
UJI
RIM 6- U_
0
X
Z
Uj
U_
_J_ Z
0.
LU
LU >
> 0
Z _j
LLJ
>
Uj
CIO
U_
— - — - — — - — - — - — - — - — - —
3Nn AUTO 3ionoo
UUVA97DO9 JflffOYJSV
311� 311M ONM
----------
7
XW U"41QHoo.g XNA, A109
NOTE.
ALL HOPK "ITHIN FOOT RIC -HT -OF -HAY
5HALL CONFOPJ-i TO FOOT LATE5T
DESIaN 5TANPARP5 MANUAL 2010 AND
ROAD 41 BRIDOE 5PECIFICATION5
MANUAL 2010 EDITION.
DESIGN BUILD
50D ALL P15TUR13ED UNPAVED AREA5
Q)
HITHIN POT R16HT-OF-HAY HITH
Ci E3r=PHUF,>A 50D ONLY
hi
web: maidesignbuild.com
email: info@maidesignbuild.com
Date: 09-13-2011
Sheet
Scale: AS SHWN
Drawn: SEIC'I
A* FDOT DRIVEWAY LOCATION PLAN
Checked: DTM C-8
N.T.S. 0 15, 39 69 120,
Approved: DTM
of
1" 60r Proj #: 2011-005
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SCHEOVLE OF BELL REINFORCE44ENT i I
I Princirite Post Position I -- ClOsses 14 111. IV V WO/ I A 4 C Advisable 70;e, -.a Far La,t Cello, Of Class I ronc,sto - ,C)
I 'Co,,tPd 20' Toward Flo.) ,, Frine * PC * Nom..'no/ ,,)as,' Maximum , Full 41rap Of Reinforc-bg Wher. 1. 75 L (Mcy Be Forme� 6y Any ) --_ -,�, rx:,.I4r,9 - GENERAL NO TES'
I IS sInforcement Using Single Elhioticaic�go . , I i t"I 1
'Pie 'sf --) P a IN? R . L Alethod Approved By The proposed i
I 11 .11. Poem7h (Caite:d "' �N a
Post CoVore: , .1 I , ." Oio%far P einforcement under Tolorcnce - - / � - I Z p I
� . . . idif0 - QPt*OlPOSt �, 20- Toward P00 — —De, - -I � F,o,oe,r) I 1. Public Sidewalk curb romps shas,'be Cohlq(,ucted in too public right of was of locatio,15 I
I PCs! Options: � Poultry Mesh 120 Go. Fbs;fibng� / 7n7 fact --,nr ce, —foof The Los! ru111lV.r.p Of-_ - . . I y 0
S,f1wI 211�" as. Scf w ad 4" Dia. Or Type A rin�e rabrse \ , is" �` ..1. - ,'hot w4'sprovide continuous unobstructed �
softwood "' 4" N OptlionotFost Positions - . .�O. , ad 4"k4" I (Index Isle. 601 9: Seciiiio 55" � �-, - ." 0.07 0.010 Reinforcing Snal/Eyiend `\ I,J.. . -Ikz- - f ,- pedestri`ion circtitation paths to pedestrion areas. I U;; 6 Q !�, ...
, - . I ; 7 0.010 I ... -L element ------ in the pubt;
dwood Ip It'. \ . -ood .1" Via. FDOT'suou.) - to 07o 5ho.1der Pain! ;_- In / � I ,?emcve Portion Of I, c right at Noy and to occesssible Pedestrian routes On I
,,,, ,, ,/ Hardo -71F, - 0.09 0.010 ta !VLXlStlng End.oilLess I ,-��,S----,�, Cdjo ant sites. Curbect facilities ,vith tidewoAs Ord those withcut si.leK s .- t
I I 0.1 \ - 4. !�:*,�n "jo it"." ,sarcerrent 1-1. - , , curb rar.Ts constructed at GlIstrect L�iersections and of turn I
Hvr . �� 8 I I Ano Meet ASTW C-76 .�!: = wo rhate Xi-songem- t Of n, a q e a have
Steell.33 loi.lfl Min, I I stee/1.11 65.lff. Atio.. I � �� I -, "a . E I :Z A. -
I . \ �c i / �11 io-itfox;: - I I -ill, j' -,*7 ' � I , . s I I Than ]'Below Grode ei� 6 `�- �, � arlialcurb ref shalliax old 16 the , outs (hot hove Urb Of relisros. I M 0 \, I
. is 42" .'.. !";�*: ---- !.*!...,-*.: I � I curb -In? ,limit proxar6od by Index A/c. 515 to ,accommodate 'T
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I Afio- C0`1r �`-�"J -Alm, - ' '""
61mux. . . I . . / �-P.oultry Flesh - . -- � --!i , " c C
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N ri'ller ,`Cb -s c — Is -2-�j" 0 Ho I I
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/1" rn Con,'ormance WIM I .1 .. I I —da I . . - - 1 1� �-,� � .5-!-� tp"6" 1-'-ot---11:7�4 1 1 .. r,%l I 19 1, �� ."�,;da ,o-t-rhod at Vhm top I
I - . . I I / Or rj,po A 54" 012J 0.012 f F411 11 - .1it, In Adh Of wwh rrifi, ,, .��t
, I I . Min. CO.— -ii..' s,��.- J!X 17.--� I � . " 1"I I P ', - O't, �' "
act 985 FOOT Spec.) � len�d '"Ill. � "": . Set ...L--&t,r9 rridw.11 , LT,�', -" ?.O(�"y 1-11 0�� ,
S , -- Filter Fabric I'll OL Z.5 0.0.135 Bonced Al t ' I , " I
, I =� 1 6 n. n 1.5 Systcro . *rz Z� .11 - � 2, The locution and orientation of :urb romps shoilbe as shown fr. the plans. U
.. � I , i I 1 72" 0.28 0�0i65 - - M, I 4e, i`�, I Z
I — � � It 181, LU I
6 " 11 I I 11 I a I - ,, 1 rNe, FarbHo (to Cbrfo,manr,6-�' 11 * / . I // Filter Fobr"c , 0.30 . 0.016 (Round Rubber Gasket Shown) . . C .!�-� � L'. "I'll I �, < '."�, 0,1 ,��, . 3. Curb ramp running slopes of unrestrained sites shollnot be steeper than I i,12 .,70 crome I �ij - � lk �
* or i -i - . C ., 101 10 '<�A
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, - 1! - I A4I�41� 6PIo �1- , ils�.
51I flow F.bbe, Gasket (Ruu,d 0, P,af;;.) "I,: &
I N, , 11 1 / 64 " - ----i3:.,i3 0.0195 `111\� ul� �se ., I T i
�., r 11 - i Wth Sect. 985 FOOT So -cd � 11 .Yuti � - - - -- - 7--1 _ L- --J �`,, I , 'N, , , ,.� ,-. I slope sha,lbe 0-12 or flatter. Transition s1ppes shollnot be steeper than I :12. 1 � -
11 I I . U. 0, `4 - - I Fnd To Re Placed In 3�. 4& I , "',
961, U 0 . I
- - qlii � 1 - - i It. C� �� / I I I I I . , U-6-2 $Aticircu�feren,'iclsta�allocated abovo this /lie Cut Toe OfE�;stin Endwol" Snigv- 111t- 11 -� . ! —
_r - - - 11 / To Contour Of Flsi,ge Cl;stilg EndwallRegordt-s - - *17en atterl'a
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I ( I I Ii / I I � I I M-0 0.40 0.024 , . . rt,9
to I Silt ra W Within 1.75 L is oefisted as beYreinforcemen.l. ,q, e�issthq Pedestrian facilities where existing SNe development p,oclucles
� � � . — I Of 044ction Or F70W C,,� , ,I- p the accommodation of a romp �10spe of I : IZ 0 running slopb between 1 :12 dod I : 10 is
, I 1 L� I I � I . , / r 108� 0.42 0. OZ56 1 ROUND RUBBER 'GASKET SHOWN permitted for a rise of 6" maximsurp and 0 running, slope of befi4en I ? 10 or7a I : 3 I's 6 - I
- r I - H SEC TION AA ---�k `,>"' -%, .
EZ EVA TION SEC rIGN I � , /J DETAIL OF BELL & SPIGOT CONCRETE PIPE JOINT USING ROUND OR FROME RUBBER GASKET LONGITUDINAL SECTION A, 14 , /k Ir -1, par -stied far a rise Of J` maxi'mom. where tomph'ance with the rrauir�m&nls far Cross Z %14 VI i
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TYPE III SILT FENCE I 111L 'i 11 I " z'-*� -�- �- ,6,-",� ' n ... I... colinct be NPY met, the minimum feasible cross slope 5770//Dt Provided. L--. � - - - - -- -
I I I I / , 1 12" For Poers 14 ",2J" Through I9"%3C-\ 11-0oss I Gcn.rots I Note; east for remcvvlond disposolof portiere of top and fee of existing <In ,�;e -5, - , . .1. —, T Al
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s"If Fence-, . ELEVATION I I Prin'Wah'and sf of ronrrnt�j rninforr;ng stnel qnn' r.n.o.1TJrurff. of �, . 0 `a;, ,*, 0�,. Romp running .Slope i's not required to a,
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I i. -f I I . I SEC TION 24' ror Pipes 24",38" And C urger , - / Any Wire Mesh Arrangement WtVch Provides collar 'a be llcludco' in the ccntroct unli price fcr plFc, culvert. ,--, I . 0�- ,,-,+ a 04 - specify a greater length. ,teed 8';n langthi except of Sites ,,,;jar# the plans
I � -\ � , " '" , 0.126 Square inches Of SteelArea Per Linear 'p -I,- -,,, 6?,,,.'!-. \1
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., TYPE IV SIL T FENCE . , rout Ruth WC) .9 Alcy Se qz�edt Provided The " ,,, 4 'C", 'e, 0, 11 -1
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..., ." . I � � w - Kres Are Spaced A Minimum Of 2" Aid/Of' CONCRETE COLLAR FOR EXTENSION **Lester landing ratrequlreol at dr-hewc)e,parAing lote.or ;*, �01. `i� `�16 -4- . 41� e , ". � 4. if a curb ramp )'a located where pedestrians, most walk cc�osv the romp, then the volk she#
I -lp" Fo I 11 ,0 o-,; 31 11. I
11 " 1. .. s, Staenl*bfoe 47�rbff I . I . A Maxi-rium . i7F EXIS rING PIPE CLE VER TS other areas with pavement cross-siopes less than 2,t 0.02). , . I " friurwilivog shollbe I : !2.
- .., - .', .. - I r Pil,..� 75" r/ -.r,;, P4 ' / 0 have trcin�;jilkvt adapes to lnei rump; the mox.imum �/�Pv of 1he i
. -111. I . — I I I I � Of 6': Or Centers 1)' For A�Ccv 30" /lid Lvrgvr ,� SO , ,,, Nomps with curt returns mas', be used 2t locations where other ;mprovtmer,ts provide guidance
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- .. �� ��� . b it . . Varies - /` Z , � -,;; ,�,I�. 11�
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. � --- . .oln! -1 2 C,'oss I Colic is . f-, -P oo", � I ,;�. o"".11, , --�P., ay from that portion curb perpersdi:ulor to the sidewolk; i'mprovements for guldarnce, are
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. -� .. � 'I- �'----- � *I-- --W4-- 1 1 ZO � . 11 11:�,il-,-e - ,R- ul-tritt's If . a ffiv. I .
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,/,& , CONCRETE JACKET I - I C/ass I Concrete ,,� Smooth Ins;de I Ma". . " , " , 2�� ,set 1equieus ul U.b mpy 10, ffoeur Pe
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T.::� --- -� ,� I . -��-11 � Past-, i I . OvuLl. OU51'el \ IN , s" , `�,, -h
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--- -- I . ,.g joint With .0
. -'- . I I 1% Mortal- ,�,,,,,, `- � qs�"-*., 5 Curb ramp detectable worning surfaces shollextaid the fowldth of the romp and �?4` deep.
. IL �-,--- :���� � /,,\ I —Past I I � � Fi - class I Care.
I � *7 I d PIGS VC) Hubber Uosslcet I I � --� ,2" \ iz 4� �Ii Oete,tobse worn;ng surfaces shollbe constructed !�. accoroance with pat ' n 52?. Sea
�... Sh.epi 6 of 6 for detectable wornin7 layouts. Transition siopes are not to have
1% , -- - �i , I 7�1771 -, I Mall, Line Pjoe ,41;g=ent Variations t� c detectcb;e
. - I I-Hcu.,O Ur tllpt,col loclk UP Sidepolk S ificato
I \ I— Sitt Fence Protection I In I � � : I ,-am � 06 � I I -1 - L -J", ) ;-4 " Min. 41 ",4 L K� t, I 1%, warnings.
\ \ 1- Ditches With slatermh1ant Flow . li I
"'. ; -:--�7 .. , \\- - -ol. / , Note, Far reinforcement see eliotica;pips concrete 1�ackat. dl . ,� � ( r ra, BACK OF SIDEWALK CUPP
1\ ,�--- I I I � � (AuPpe Sizes; 410A, D;ame I&r-!,'z " Of Aft'n k - OR BUFFER TPANSJTIDAS
. 94i� .-�-, q. � to 6. Where a curb romp Is Constructed, Within existing curb, curb and gutter ancs,'or sidewosk,
. ,� Place The Cnd Past of Dose 1�ance O.hirid . N6i" BEIL AND SPIGOr TONGUE & GROOVE L Z�. v Pip a -Z I " " 14 ' 1 .4', Ala), Re Reduced To X 1, \.! And For RAVP AND SIDEWALk. ,Umit ,ionts Ur Ihe existing curb or curb and g,itter sholtbe removed (a the nearest jo), I h ,and the
0 .., 15� I CURB OPTIONS See sheet 4. Curb Rarrip,7,/
,� - - ;�� 11 I I Main, 11r, P),.q; - t tX -0 '. I " in Restricted Conditioirs When ' I, curb transilictis a, to the extent that �6 remaining sect,'or Of curb or our& end gutter is
r-. A%��. I . . 11 I T16,e End Post Of rho C!her Fence As Sncwo. Filter Fabric Jack,ot Required Filter Fo,srfc Jacket Requirel Fit;, Nlm. ol 71 o elg'T U' -�b 1 // 9 a)
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t, � -6 . *11 � I . DISSIMILAR JOINTS I 3�
',I'- 1, 4� �- ----�- =��.a . k, - \, # ..:, - . . PREFORMED PLASTIC JOINT 11 (9 I ' .y /no tnalneer .. I , . / transition t . sap ng. the a � tiog Sidewalk sho/760 removed to the nearest jokif beyond the .
\ � , �, 14 � ,// loss -on - ,. -,
" 4k., 5 ..�.,- *1 � I PROFILE RUBBER GASKET I Stub PiDe .1 411I . -�� ... � a or Walk arcund or !a the extent that ,-!a remd;nlng se 664 of sidelvalk. is
.,\—'�Ilp - " . . I I -ORE PULL -UP) (BEFORE PULL -UP) , I c
. .. , � I . 1, . . I 1. I .. I I Potathi Poll, Poitt At Least 180 Degrkes In A (BEF Bituminous Cootlri; Required For 144P ,/� " 0 lisoop- I N X , - -1 , 1� , ; IF ct� i less then S's'ang, Far �efdls Of COT)Cfeta S,ldvwalk See Index JIO.
14 �61 . � -\ -,, f . .. qo; 111kh (Any �u;foblp Rifurrinous Vateri . a/ May Cut Mo 6 I— -4" Alin 2'Mii7. Full - 'N \ P, lw,i, r"(111 - .. ..-& - I I I I �/
I IAO kl. - . . - - \-I- I - I Clockiv'se D'rectiba to Create A Ti�ht.s Cost of concrete jacket or fifer !abrte jacket to to 6� Field Asep"ito, Helght Curb ! Ii 12 i4ight Curb .i UtritrY Stri-p ;� �R-rur.nouf Or, -numeric ia`entis`lcot7:;ns are for reference (plans, pern-tits, etc.;.
. . ,;, t \L , ��q�si �� I The Fabric Mulorial, . � Riturn.is,.ous Coating, Pipe Reinforcement , , , — S.d 5tre- 7. Apho -
sl�� .,. -1 - , -- -, -��J , � . � I � I I . . � included i�.. tost at esi�ticolconcrate pipe cult arts, To Extend 12` Beyond Concrete Collar Sea Noti / I S. Public Sidewalk curb romps are to be socid fat as foflowsz
;, ? II I - .-. , -�;---p ��S! -�- � - " I I -rete .and steel to be included
.f .." . '. -11 I I , 11, , 11 , -, .." I . I I I ELLIPTICAL CONCRETE PIPE jcrAft.g � � 1211 Uclst at con. seicw� LINEAR SIDEWALK RAMPS Romps, r�consfrvcle�d ssdowclks� Walk around s;deiwolks, Sidewalk landings and Sidewalk
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. -.11 1�1 -I-.- � . �, fl�, � I . ( �- I I . so In contrCct unit price for pipe culvert. Mw-
. � sut rohc# . , - 'I -- ,� . Varies curbs Ore to be paid for undoe the contract unit price for Sidowolk Controtcj (-- " Thtch),
. I . I Jciint ,L6*1�� fvo�e: A port,bli of Ole or both romps lincy SY. Curb transitions qnd recanstructeo cu -onirocr '
, � I L,�,l
. . . , , ,,�No�en Or Nonwoven rue are to be paid for 6nderihe c
.,W, ., . � I �! 2 / Fi,for Fabric NO to, extend outs,'de the return.
- ."i. . I . . opr,e Both �Osis �ratri The Croula, And #.,y Pilau. I I � , CONCRETE COLLAR FOR JOINING uns.1 price for the parent curb. i.e., Curb Cone., flype --). LF or Curb �od Gutter donc.,
I I . I , - � .1.1. I .1. . I . 1 4,�,i. ___ Type 0-3 I MAINLINE PIPE AmD srug PIPE Whea crotsivolk Markings ore required, rariso runs must roll (Tj,pe --), LF.
� 11
� I � . I I . . � s#t rotice Protectfor) I . I I 2-----,. I I I . 11 � Overtop 2'hfin. f , % I- - I � . wit4io c,osswclk limits and where practical, Do paralle,'with
, I � � . . Around Ditch Bottom Irilets . I . � (See Index No. 199; 1, the projected crosswalk alignment. The iiotio,; cf the romp I Nhen 0 stporate ocy Item f
I g I or the removassor.us oisloosalof ex,'stipp curb, curb Ord gutter,
. I . -1 I - I I r I . I ' I I ,, ELL.11"ICAL PIPE 670curing Vcvi'eO �-, 'I. Ploa beyond the curb 9n6 shollhave c clear spgte 46" niiii.lium andlor sidewalk is nc t lar. a vided in 'he pians, the .
. SfL T FENCE APPLICA TIONS I I PL AN VIEW . Joint Class I Concrete (C cled within the markings of a morkcd cro",Iolk.. If no crossw alp , cost of removalOne disposolol' these
. I . I I . I I ..0 �, I V.riev . , Steel, Corrugated ntar�irqs are present, the bottom l`we,s;,)," 'I"'I'l 4ndtid�d 4l !lie f. -I, -1 u,"'! if";i.el f ... ... 1. ctols; owh w"! V.P. arul/",
1 ,)C;17 , orifugoted Posyethy,'ene, or PVC) " of the romp ,beyond it,& curb ghd6wsolk respectivery.
I . . . 11 I ' I JOINING TWO SIL T FENCES .. � I . rop sholMove a clear space 4B 111soillu'll outside oct've troffic �
� . 1. I I NOTES FOR S&T FENCES , � . I 1� . 1 !2"' 12" .-Woven 01 Nonwover) Plate: Cost of concrete end bitufrt,'OuS coating to be t',cluced i1r. Afas y pfug- /-6", Alpes To 6C" lones. . 9. Acceptance Criterio, for O#Iec(cAi&
. I ,, 1". abric contract unit price for e4her new plOe or Mitered End Secticn, .� IP', Psiies; 66" To In,9" � I War"111!5gsl
. I 1� Type III S,71 "el -'Cif, to be, Wmat atrnosl loculiultv. Whole uw&d,h a1uh*e, Ine ypo�shg fa, 4. ,41.6or utod as slope p -,le id bt: donstr.,:fad 04 = s6ogii.d!imalgrada to N I Also. 4. rilter r / 16'sPiPes Above 108" (0 The, romp detectODle. warning urface shof1be complete and uniform in color Ord texture
I I ,a rotectian, S,71 Feodd . -r I 0 C,CsswclA wi:lths wid coofiguraf�bn vary; riust contorm to (b) 90V cis the ,1ndivivoolfruncolodSd9mes must comply with the design criteriks
� Typs, III Sflt� lanes shtil.be in alch-dandi, with qha�t Ii sheet L . ctlitV, oonnes4ing ruooff along the lsengt�;df'th.o ronte, � . ELLIPTICAL PIPE SHOWN ?OWD PIPE -s&cur�ilg Device Alternate connection must be approved by the State Oroiiogo Ergineer, Index No. 11,144 One Ilj46. (CA, Thai as may be no more tho,i 4 non-corlatving domes, #'n bay On � s,oudre feet of Surface
I I I . I , -ZZI a I I .
�. I 06i7�ao; I . . I th : �.: Iq:, . I ... I I .1. .. I I (d) No two adjocent domes rnojf be ron-66.6ripliont
2. rj,pe, IV S,11 ril&4:46 be used w6ore lh�qe �idiafksads are' arifii&7�6?ed.. Sti4gesled use, I ce to be ,Paid tar under 0, conti.c tmlt P�ici (or 50d;rrerit Sor,or-,: ,LF). ISOMETRIC VIEW PIPE SECTIONS A con&efe jacket sholirof be used to ,-en'ti!
rk wh&ro ir"14up `s:14Or steeper ard l6r.9th-.of slope exceeds .66 Ab t,�,Av)pid use whero� . I.. I . . I . .1 I -1 I . I . . I I � . (C). rnotalp,�De at d'essirrillar mater,'ols (0 Surfoei MV not d60latit more than OJO" from a true plans
I r Is i - , I I : . ,
,� , - � . . a., . � ,. . . .. . � .� . . Cwi� us' hisies, labit'.` jacket 16 be ..'slutudecit 1`h c:v&t u(PIP0 cusivaltb. I Note Unless otherwl a called for in the plane, the
'h*- o6k.6 or, i . I . I . '
I 1: the dat&oed,wat�.r 61 Ii: ka vollonet: ... 6 ff the riislit I' t 04�� . (b) flextNe pi�e when the ninismurr. cover reou-s-ed :'n is 10. Allsidewclk. surfaces; romp Surfaces, and landi't7gs With a cross Slope shown .-'n this Index
I ,, . . I ... I . . I
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I . � I . cost,cf psugging pi�oes to be included in contstici
I
J. 66 oat consinsiefid fences daitoaa j,eiremosient f�owsnq'wolaric6uei . ei.* sit far4ces Ore to he I 11 I I . I FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN o0cordonC9 with .'nd.ex No. 203 consiol be obtained unit price for new p.)oe, to be 0.02 shalibe 0.02 maxlsmufm .417romp surfaces and,rdspp tr si n ; pes v;fh a ape
I . I . . - I DISSIMILAR TYPES ehowr `n isils Index to he hi;P sh.11be 1,12 Mo."; qns. Vol, SO I I $A .
I ol' upland locations and turblaFtyparriors used utpermonentbodes,6f wat,or. nn,fm.
- I 1. I-. I.. I ... � ...1-1.11.1 - 1. I .1 .1 1.11 . . .... ", . .. I I 1. , _ .. .. ., .., ... R.- � . . I I � . I .... .. - ... I . I I 11 1. I .... �, I- I .. 11 .1 . I I � i I . FILTER FABRIC JACKET CONCRETE JACKET FOR CMIVECTLNG DISSIMILAR TYPES PIPE PLUG
REVISIONS I . I I AgOftL I 2010.1riterlm Design Standard - Int.d. Sheet No. OF PIPE AND CONCRETE PIPES TH DISSIMILAR JOIN TYPICAL PLACEUENT OF' PUBLIC SIDEWALK CURB RAMPS AT CURSED RETURNS
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0J.101AD I LLS Qpds,im pqy Ales,r, Im il No. 5. I Dl/01/1 30r3 - 2010 FOOT DesIgn Standards - Sheet NO. .
. rEMPORARYEROSIONANDsEDImENrcoNTRoL I d - . Ra�lelon 2010 FOOT Design Standards I .L!�- I a oat No. r , , , - , --- -, , , - - - - , � � . � -
. I . I I I I Q -9 I � i 0 1 D7/01/0 I of 3 1 1
- I d 6. 07/01/671 1 of 6 ! ;
I I I 0 MISCELLANEOUS DRAINAGE DETAILS PUBLIC SIDEWALK CURB RAMPS n ex 0. I I
- 1 208 . I ;
- -- - 0 30 —i t
W $
� — 1 !
I I I I I I Ol curb rollos, larsoings cpd flues? trc,ti'Vons perperd'culor to the curb ,'ssiv- Rows of I - � N i
. ... I � curries sho,'Ibe aligned with the centerl;ne 6il the romp. (See P;Ctoriol View A) . . ! Z �
I qe I I i -----� 1-1 NOTES FOR CONCRETE SIDEWALKS ON UNCURBED ROADWAYS I W CD C%J �
. & I I- ; V ) :::��11092-1=31 "I �, - J6, Max. 1. Sidewo4ks shaftbe consir-ted in accordant. with Section 522 of the rDDT Standard ,1pac;1",CpI;.oS. I M 4 ol-s I
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. 0 041-'r. 1 :99919911-01. 1--� "I �, 11',,--'-, 1\ 1-111`1-� � 1 D no 4 ,Its fr f.e ::E C* 44 C=
d� �15 .. s r -6 . I , -- 1\ .1 0 0 9 D D 2. Provide detectable warstings thot extend the full width of the Sidewalk, a 2 ", p am I . a "
� I %"c 7— 1 , � 11� ,- --, -A-11 5'1 4 I "E" ,tolot(s) Required When edge of pavement vittere sidewaiks adjoin Me following v eh� ular weyv
0� A ) � , ,a,,, _U_�:1_5'1 5'1 -
I �, �, (, �-, -5'1 - , side roads end streets 'C 11�- I
� 4P / , 1-1 -- I < --- , Fleeible I I I I I I I Lengtis; E>ceeds JC' , I
- Z' , , -6�1, ,6 "� 1-1 I-,' �-�\,
.
/--11 -�r * ,45* /-� ,a, ,,,a " e,� 1--� `-� 1-11-� "IsIr. 111<1 1� -P - , I , i ewnv ,vith s;qrol�ze� enfronces C4
,
451 Q-02_ / � - . I - 51 - / I - "I I -��, ,�--, 11 1 141. . I -d, , 0
0.02 / � T ,-,�,-��X`��"--, 1-� , "'���, -d"ewO;15 Aldth entrance volumes areater than 6OOvDd
I
) I , / orctc ,6 -1 1
*1-11ku Wid . M N'Mln. I I , Con , I - '-� ",� ,�',- - .< , -11 i � "I -- -drivewc-,,s ,vitft entrance speed., o� 2$ rr.0 or greater ; -J I
Rn,j) W-fth N'Alib.1- / --- ,,, '-� I. "", b., `11-1 1�1'1 , 1-1 X,
,
, , lewalk Curb Sioe't.- I '_1 � ,,",,; <1 . - -right I*n-r!g,4i out compos;te driveways
V I I I. < �,��,� I >
I � I I . , Si, - ,� ,
, 4107ery Necessary) , "1 :-;�5�1 '---, `1 - - Graded Tu,pdut . t
-� �? , , L , - ZZ�1-111 I < - l
, " , > �, � �,
Romp ,Ord - .0, / 1-� . 1�1 , -, .,- -�, -zz�lz�,, I -P
- -- . -... - Sidewalk C 'do.vais, �--- I ;IF INC I 1� .,., I 1, I so", ,g �, 1�71 120'hfax., 120'Alax. X 1 3 . Dctcctdblc warning surfaces shollconform to Ific .cquircm.cots dcacr,bcd in On Calcroillotas of i
X'.�-/ ,�'I-A- .� . ) --?� Tc Exceed B. I--- 11�- ,,, nhh,,Id ho rtligid in hn p-p-dit-lor, nr ,fo!fo th,t.
.1. , /. I ,
1.12 ,� �Ic ,--, < ,��-- 11 - - � " � 11 .0-0, lood-Y, or 0',;oy, ,,.q orios;,�onlo.. !
" -1 " ,-
-/ - I -,, , , �i, 'I'Ic- ,-- , / '_1 ,�� ,� Z�', , �, >� ,
Romp And 0� / \ ��,�,--�-Z�,, -- I -- 42i "'. -I- index 304. To the extent practical, the rows of truncated Comes in a date I Is orning surface I
(- , � k� �� 1� ">',,, ,
., , 11 �
,
,I mfi
.
Romo Aid / Sldo.�OZA Curb . . . , , T. 'P, �, `�-,�4, . ? ". - c Go W i a
�a feequired - Memon -" �,, �� .g -? 1-1 110 , - �Wtj `C')� -\ -<V,J;I;.13b,-,,, ,�- 1�1 JO 1 h4ax.
- A I silz,�, '11r'-1116�',`� , -
�% �- I I , " F I - ly-2
I 11 , �'o - . - , - ---��,�� A A For sidewalks orlith: us through driveways, detectable warning surfaces are lof required;
In Lerigth) I ; "�, �,,,--,�-�1�� � 4 inuo
,�', � I I 1.1,F); IV 1-1 , I
.
-
I / . , ,�', �- �- - I 1 4 4 d � -d 9 - I i 51 51 15, 511 I- ---- ---------- - -11 - - - - - I
,- ,/ , Z�, ,-,,,- � - �----;;� - -/e4>- X- "I -1 1\ X ... Y'� ,.". "
- I � 2'Al" I I I ;�� � - , / , ,� , � .1 I I
�� �'t;�, --, -�--, �, '11--� �11
, - , , " I
' Z L_oadsn -11 . ,", , ':� , '1� I'll -41, 1 1 1 3. For turn utS see Index No. 51b. i U) U -,t p - -:t 00 I
-2'L onahiiq * it 2'tcnd!no1$ I "'! X.4�` 4-,�� <:�� -- -1 1--.-;�� ,111111
2 - n.g 1�� �/, .). '�� -1 1-�,� -<-�-�� I—, - I I I
'.. . , 2991-1=0. , , "I 9KDCq 4, Construo laLwalks with 11 thick Edge Room through the fifriis at any surface mounted ! +- i- C) C:11 M 00
�, 2'9;.,. �,-.J , I i --- � � �- � � I
/ � mim e1* - " -,- - �14�
; , ....... gags -1 I-Z� 11 .1
I
e) � �� 51 I S
"I " 1 51 T�- PedestrionlBicycle Pi--ket Rai.'iog or PiPe Guiderollshow:q in the plans. See Sheet I for detdiis, I U . S C', C") �� 6 a, -
. . ��r / / //-\ /--� - t J6. 0 LLI C111 cy") M .
1. ,-- -----, ,
� / �
00� V PL AN ,/ " / "? , ;/-------` SAWED JOINTS 5. Sidewcik, shofibO pe,'d for under the contract unit Price for Sioewalk Concrete ( - Th;ck), S?� 1a) - 0 �- .< r� P�
a+,) V , ffl� .9 � , " I ,//;///;� /" " / I M
60 ) I / ,,�, / "" / *-0 U) 0
46.- ,�(, ,!) 1� V) V / /�.�/, , / �� , '99. U) — L0 U-)
11 r� so -0 e,$* I -- /,/ '11.� ,e ,. r� . I -C= r- r- I
.01*'� 14, 0 41 4 ,� I ,�/ / /, / 11-� L- Ch 1
r$ Lcj .� r'l ,6 , I -W, ill , .� / // / ,i6 - I !E F—: c) , , I
I o Crosswalk width one �Onrgurofion vci�y; nitist conform to - Q, I � . QF " C") --i T- T-
* Sidewalk. � - —4-;"L 1344 one 17��4e. -� S , ��W//' / /�/ ,��/ / (1) W I
/ ,/ / ,- I / / - 04 C14 ;
Romp Width (4'Min.) / - Z ,-Sidt�wulk u,b I /, I / , , ��'/ �/ !
" // Index PIP. I" , /� I / � I I L)
/ - I (Khere Necessary) �,�/ / / Flexible Pcvt.- LPL-Lj-.1 5,1 � I I I I I I -*�3.,&w-"k4-4 I - 1
�.02 Detecfab,le '� i� / IIII I L— W I lil �
O.s., /�/ . /I 7 - / 7 CV) CO)
,. JVCrnirg /" //,/:/ " I -� ... 'e-111 / - - - T T -T - .-- ;
.. I Romp And- , I, PLAN , �'J � , -1�/ -, eWx ��/// -1� I (0 C .ot �
leorlp d R=,p And (01", I fi ,�, 41, 1 1
I . ... ., 2'-O"- [-. , ,/ � / " ,4- - 6i !
.gS.
.gg.
.n.
.1. gg. - 0 W =:)
Side w / . �/. - I � Z Z' I / ;crws fb'Std 0) 0 LL 0 Z
Curb . 5ioew ,K E.ury I Sidew:t1k Gt , .,� I , - il Croacd Turnout I I L, Cr -
I � I � - ,:�-X,// '-' , 1� , i -i --A. Sidewalk
I I 1�1 , 'i "I I , , , , I
/ �1- - 1\1-�- I -'', L ......... \1 I . ,;��', , 1-11 , t", , I/ lCatectable svornings mal be - - \ 8o,de, 0. O I ;� C: 9 CDO CO 0
� - I I ''I'dingrk , L anding Ros?Cor_ , I -1 --- . 1-1 I .1� ss� ,/, �7 I/ Dlil--1 �\ -Sho,ldo, Lirc .;7 Max. 2 (=) -J
2 Lordlsng,rx wdt, \ - � placed perpendicular across C B C ,13 C a C B A 3 � , I
A . � I ,-, L. I— ,/�V �,f� — a) CZ4 LU
� I
-2'Landing4r;r I I I - - - - - - I - 1� I qarnp .. , 'L , -- - the bctrom of t,�,e curb rarnp, !1� �, 5;6 5 1 " 31 __ 1 5, 5 , i = .
Hump Width (4-M I ,6" S,'de,,clsk Curb �- - ----- -- , I -1 51 � �
. .in.)* Ramp Width. (4'A4,r.)* . --I- a. �1-1-11 �? flMere Necessary) ;a �� . I L but co5 if the bottom of the Rigid Pov'. I I o - I- --F-] i _ --L - - SEC TION CC I
,
. I 1 9.0211- 1 -I -1 - 1.\ 1. --- curb romp is no frore than 5 - I , I I I I I 11 !
.
.
I � � / --- I I- --- L,-. , -
I I I
(ED I (a ED -�:�� I n n R � — P - — util't), Strsn L--�----� feet from the bcck-cf-curb. 'n ,2 Edge Of Traveled Wdy-�"` -,----.. -- --11 I
I I SECTION AA I \ I I I 1 2' -� PICTORIAL VIEW 6 PICTORIAL VIEW C I - U - - , , CONTINUOUS SIDEWALK i i
DIUENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAUPS FOR LINEAR PEDESTRIAN TRAFFIC 44-1- I �
. I I I I I d� , I 1 61 /- "\ / , 6'. -Y DPEN JOINTS I I
.. 11 4------f-- -
ED ./ � /, - /�//� -/ CAAGGERATED SCALE 2'OptectoDle
--7/ -/ . --- ny / "Detectable Warning 3urfoce 2'Detectable I �
iv- --------�,.// /I " , , / I , 9 Surface i
I ,�, I DIMENSION4 FEA TURES FOR u u, U PLAN /'11 "", ./,�, cj/ , / / ///1 // LONGITUDINAL SECTIONS �1-1 — r-4-' War, 71 Warnin ��J I I
�,:P- (�, ,/ / 7 / 1�/ /// - - - - *i�-- ing Surface I I !
-1 I Trans PUBLIC SIDEWALK COUBINED CORNER � I ,/ / /// - / / , // SIDE WAL K JOIN TS I 11 � I
I .,ii, 77, -- 1-11. —, 71—'---— 7, —\ I ///,/ / L�"l ----------- tT—F I I I I I I '1� �
I �-� ' ollo," � I /
RAmPs uNDER coNornoNs OF iNFEAsrBnrTY �-t� " k1u;. t —//Z----,-- /,�// / /, . / "'
, \ '�' 0 (H ,/ , 1314 X !
".;-' - I lop ) . 1 6 /I / r-71-- I //
,�� A �, rS / " , / i
" . V, . . k ;,;�,' /I / .1 A -, ," / ,,/, , / i I SJ / . i
. . -',� �, ��, \ Barad I
.0, ,Ole 0, / !" I
, \k 6" '. 1� . 1-��11`-,�� � i ,7, rr F /. // / to'-,�` q-�l r . I Lou I
/ /' I/ , ,/
I ) . I . 7� , ,�/ / � I/ . / // .// I �
. �1. CR P.5 V,7/ 50. RP,1,,d To V 11 � "', % / ;
. ,,-b"x H Moro;ithi- or � /-;.At, / 11 JOINT LEGEND i
, 11 I I 1,
6 1h -q rvori" . . - * Ramo 14liaMs Far Curb Romps CR 20, CIT 21, CA? 22, CR 24, and I �, / / i
I rl # q rVoric.) I--,' 6 A 12" Separate . , ,/1 / / , ezl I Driveway \ Shoulder Line 11 .J -J
f3 . / ��,iA,?,�,15.1,01�'. �','�/ �
I , , ffi,.i. , -"�,
,-Rafr7p. Sidewalk plhcn Appro,cd By the Erg'slocr. I "/, / % - - - --1 \- - - - - Side Road Or Stre ;
Or Landing 1'r I anding .1 1' , I.... I VIIIT�,--,' // . .(19" .%I% $ et I a. LL
- ,V7
0.02 ,-'., " -. I I .�e // 911WAP", -101 W 9- Vol' Durr.r7tv Joints, Toolec I I
�;,,, V;Rtaiver landing not required at ddl-ewovs, parAing lots, or other � P, '_1 /, - � - � -- . I
, 11 I
, 1�1 I Z
"X/ O'�� -.---- 0%
-emvnt cross -slopes leis than 2i (0.02). 1 ... , `1 '7----�- ,- C- �i" Formed Ober Joints Edge Or Traveled I I
/ , 0a SiYewoik Curb areas . with I pat - ."Wil, to Rtri�tf Condifir.- �r .1% ... W� ��/ "I' A- VA" Elroors;on Joints (Prcforc,,d ,,Ioifit Filer)
iLp�� Romp, Sidewalk 9;,� !�x -(
. "" ��-/ -, ! ;
MONOLITHIC CAST CURB SEPARATELY CAST CURB . 155 -mm -Mr., 11�� %I ----�--4 �� �`55-:- --' ::*-: -i !
C .,I,.'0 sid'wulk rud, N AL,-,- r,r AM ...... 1, R,,[(,,, IN -21.8110.199.91 - - I . �, ===:--, :_� �-- i (JI �
, D- h�" 509' Cut Joints, A2" Deep (96 Hour).VoA, 5 Comore * Nhen dr;xcwal i's new corstruct;'o,, reconstruction, or oftered, cross slope Withii7 It'i's area sholloof exceed 0.02. W ;
Moilitaincble Sur!ace Contour, Abuting Structure, Or When i ------- :::::,.:� - -� )F-��----
RAMP AND SIDEWALK CURB OPTIONS Called For In The Plans Or Standards I .1 ----:- --- E.Y."stiog driveways that cre not taing c1tored may be left as they ore. ! 0 g �
I �', /_ E- !4 " Saw Cut Join ts, 11�'l Deep (12 Hour) Mwe. jO'Centers I �
I . x. Flongeocy Got May PICTORIAL VIEW 8 PICTORIAL VIEW C DISCONTINUOUS SIDEWALK � U :
. i ;
I BACK OF' SIDEWALK CURB Be Lie To J" For On landings Prior flush transitions of radius returns: Or curb rorips at radius returiS: ROW'S Of Intermedote !ocatibis when called 'or ir. thepicns or' at.locat,'o.1s !
. 11 'I-," Fre;ght-on�y Railwq,vs �- !/?" ExPUT,sivi) J04rd Wh&0 Pu." Of S'dvwu1A EAC:"c!s J20' PLAN UJ I
OR BUFFER TRANSIrrigN Rcus cf domes ore not requirea ,'a be al'gqed with domes shollbe ofigned With the centenine as dislected by the Eng)reor. > 0 s
I the centerdne of the ramp. (See PictorialIllew B) of the ramp. (See Picfpr�clllsew C) I
Rai'Rood Crossing I UJ I
I I I -< 3; I
PLAN TYPICAL PLAcEmmr OF DETECTABLE WARNING AT CURB RAUPS' CONCRETE SIDEWALK FOR UNCURBED ROADWAYS ; > )
. I . i
Z I
1
201 0 FDOT Design Standards I -�G�- Shoat No. I I �- !
-- 2010 FOOT Design Standards S Lost Sheet No, - - - I -< -< I
------------lcI7N06v6 4 of 0 - ovISIN -f ITF�-T§heethlo. I 0 1
1 PUBLIC SIDEWALK CURB RAMPS I do NI . 01101/09 5 of a 2010 FDOT Design Standards � i
. PUBLIC SIDEWALK CURB RAMPS Index No. 1/0 2 1 i
. 0 _ I 964 ! �:: U 0
- I i 0 IN : CONCRETE SIDEWALK I del No. i U- i
I . 13 i U -i �
- I
� I 0 ! = CL �
.
.
I I ;
CASE I CASE If CASE III 4" -F 4" - . 411= 4"= 411= U < !
For Use On Freeway And For Use in AllRuraiRoods Apo For Use On A#Roods With 6F1VFPAJ Nr, TF�V ... 11 I ..
Expresslvu�,, 5�Ifstorns Far Signs 07 Masoino. On F*re6wqv And Expressway Romps. Signs Mouite.1 Behind Sidewalk. J. The f)'P,'cOVsec tics's shcwi hereon ser%e as c quide for . I I - . . I I i U :
loc7of,'ig Ire traffic signs recu.'red under vano�s ,cccso'cre - a,", -. I .. ___j I 1 Lu !
... R I F - a, �� I a, - - I
...
. I :Onditions- ror size �nd details of s,79n construction c" ... I / .4 I i
.... - 4 i
. � fcoting, 'efor to the appropriate standard index drC4'irg --*. / -4 -.10. / ! 00 !
-
fcr roocside S;cn; . I i it . i I / .. i
if /- - 4 i k
� 1 2 if thoitbe the CCNTPACTORS resp:,nssbi1;4, �c eerifv the 54 s. f. 22 o.f. 25 a. f. 24 s.f. 20 a.f. 28 a.f. 13 a. f. 20 s. f. 20 $Lt. 11 / .4 I I / I t
�
. - �enqtn of Slyn supports in the re;d pr;or I � a fabricotion. 41, 41, / --)� - 144- 40, ) ;
- . 2'M#i � . 25 a. A 22 It. f. 20 ". / --b- � .
:� . 12'Mirr, .4 / i :
Mcirlitne V. / .4 ; i
. � 4D' Std. - , - �nl Je9rees civc�v from the fruffic ficiv (see illustrationY. L-- -- a- I .4 I i t
, -- - i :� A Ground .V,'cls shollbe insiqUed of on cAgle of I to 4
- r, ill .11,11'..... I-., I-— 11".. 11111-1111.1 ................ 1. / 3- -O- �
rr it-./ way-\ travelfty 2' C5 Sidewalk -., Shavider mounted signs sl7ai rototed counterc!ockwise 4" ...... 4'- 4- . .I. -I-1 .11 ... ........... 4"- 1. ... "s"...'s ........ - ...... . ....... 4�, .... - = Ill
ls� I K Curb & Gutter ;, .... - / i i
ind median mouniod s;gns rato.lvd csockiviss. -4"� ... ......
-� --- . ---� I i ... ;
-- � - - - -� r�- Tirm el Way �, � - - . I - J 1 A ,1 / - L- - - I - - -1 - - - r - -, � - _ _ - I - - � - r
`� ---_ .t . . .. . . �-=:��. � -, Sigok Ob Cut ves Shu/lbe! mouriled oy noteu ubave frurn "I I . WJI-2 + -\ III '14 ---+�,, i ;
---- - � � ! ====9- - the perpendicular to tsis motorist line of sight. / �, u) . . I \'--/A -2 - "
-
� -V. �Ilnwou --- t F - ii) I SCHEME 1 W71-11 -1
I . 'C', 10 � �) 11 � SCHEME 2
R/W I J I . . . - � 1. Cross walk \10/ Ix
�
I �, � - : . 4 - . Crosswalk - MA 'TI -5l/
-Sign Face ... 1, . I ig [Z W16lsa� W!6 -9p FAH -EA -DI
For Peolon Installation: 14' HorizontalClvarance Standard Or, Alif'reeway Aid I --I J - � - � f . . with Yield Signing
� 11 N i 61 . . n
If 1-fed,bo Width Does Not Allow Sid. Offset EKprcs&;w6y Romps, r- -i5n�Angle From Cen!or 11) 1-i LO : q
. .
From Be( I I : : I ) �)
h Roadways, Center Sign In Modlar. fit Of Foccitay �i - 2 . . . '�
I , - 8: 11 `� 1'.);� 16
I
.
.
- ... .... "; J . 81, 2 T�;��;�� I
. .
I .
. . -1 1. . � . ��, - � � , I W)
� � I I
. ...
I :::: � - 11
- .- '3 ��- "11 -2
P
...
. . U) . "7
"RGE"SIGN) I CASE V CASE VI 4. The setbcck for Stop and yield sigis oy be reduced to : � - 11 #p . PRIM2 , W11
c - I -6'-4��ttu
CASE IV (ML < W!1-21
1-.r Use Di, A/fRo.d,vo 3'minirlum from the driving tune 'f reou'red for ::, : -
For Use On Aliflural, Freeway .And Expressway Systerns. For Use In Busibess Or Resideri Cal Areas Only. I, . RI J,s3,-,s::ffft -�>
ys :: " - Thro�gn Tur,n Frefere,Wol.'one
� 'isib"lit" in b's"ress or residentioss'?ctions, %,!in nc, curb ��� -u 56 U Turn Symbol W16-7pL IZI *
I I With Signs Behind Guardrail. rd speed. of jO kFil or less. ::::: :: � - I � 199, �11 - ..' . . J a Lcne-Use Looe -Use Lone Use A 11
I . a :::::: I Arrow Arrc w 11 21.
I . :::::: :::: . Arro to if I T
I 5. The mounting ha,'ghts are Measured from the botjoo� of , Turn and Tnrouch 27 x.f. 12 e.r. 17 8.f.
141111 .. ' ..::. LOod-Use - __J -9
1, J4'Min� , the sicn pa,ie)tc a horizonialline extended f,om Me edge :::: :: ::: :: " DIMENSIONS ARE WITHIN ill ± Right Turn Arrow To Be Reversed, .
I . - . Arrow, /
2'U'n. of the orising tole, If the standard heights cannot be met, i : I 40'
Afainfine) 1 2' the rr;inssmom heighis are as follows: )I I JO11 1 29 e.f. I / - Y --J
Travel 13 Guordroil I Wrolg-11c), I
" I Afisn. T'a vets Way I F ExpresswcZy & Freewcy Systems 7' 1 Arrow PAVEMENT ARROW AND MESSAGE DETAILS NnTF: When arrow Ord pm,e�ant messope ore used together, the arrow ��
K L". Other Road�.Cy, Systems s�osfbe located dotvrs eireom of he oclemerif message and thollbe �
I Pa -P . Travel Way I F, ) ., ---,- --- , - - P11-cl 51 24 s.f. separated from the pcvement message by a distance of 25'r8ase of the --)-- � I �
�
IPCY ) -t ': - - UrPon dricluding res;dertialivi'th � /
, , ==My�- - I Z 11� I 1-� arrow to the base of the messcge). Stop message shollbe placed 25' /- -
. --=Et--]� . 1 ,-,4 -\, 1 --king nol .,',;r f.,0,;io .V0y) 7� BA.5.1C CCL9R PUIE; TYPES OF PERMANENT LONGITUDINAL LINES from bock of stop line. - 40' -/ / -0. /
if c secOndcri Sign ss rlounted below the major sign, the / - -0� 4n, ---
I I I m2;or sign shallbe ot,'east 8'and the svcondcr,, s,'gn While. '�rp,; si,rsarotp trnffi,. 'll th, slme d,�erti,n. Ypliolv line.1 ;�Parate traffic in opprsing d's--tion.s. / ----7
1 at least 5'for e�preseivoy It freelIcy ,Systems and for Yellow dottcd since moy Cc ,jscd in Spcc,'c!cOScs. Block no> PC used ln ccribinatior, ivith wh;tc for zkrO I . I I � I
I other systems Me )7L,*gt,.t to the secondary sign Shull be lir,eS where a 1;ght-cotored pavement does Pat Provide suffi:;qnt contrast with in& morksligs. CONTRAST MARKINGS = // --a-�--p.
.. I . I 11 . I . at least 5'for rurolond 7'for urban sections. 10'14hile Skip w7tn Black Contrast, I - I i �- 11
"I'LE 6. Stan supports shouldrever te placed it. the bottom of -K,�'th JO'Cops ]��" SlacK Cont,cst 10'Whife SAO With IC'Shock Contrast end 20' A / A
CASE VII (REST AREA & EXIT GORE SIGNS) CASE V111 CASE IX (MILE PDST MARKER) al7ches 4,hore ercsion might affect the prooer operation Solid )ellow Eage'Llne 1611 it;, Co -L GODS .�!O'Blbck Controst, I
4 of the b-at,cway feature -- -1 � ,(I, C3 30 � -10, C3 .9., SCHEME' 4
ror Use On Nfrrae�qy And C,p. esswoy Systems Sign On 1s;and or ,Curbed Mauston For More Information T Sulis) While EO,v Lille us Lulm lirm I I I I 11 3111=12C'111111:5 20 W1IL--32O'I11r---32O 1111�0 -L6" N-" RI - 5bL SCHEME 3 W11-2 ANI;�� -,\�
4 51, 10� T 10� T I YO, P' 1'O 70" T -a
R.-fo, To Fort 20-45 f 10, 10, ;O1 , I . A WII 2
4 ;� 51;n supports shostoot reduce too accessible 2'SA,p "Gap D.ft�o Llne I 10, �dul 110YO, 10 M11-2 Crosswalk nnalized
.
Of The ManualOn rcut@ .'contiruous possogo to less than 4'7in. clear (Turning Guide Line) � with Stop Signing Crosswalk i , , - " "' , , - , , M-1. I
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TYPICAL SEC T70NS FOR KA CEMENT Index No. 07/01/09 1 of 14 - 2010 FDOT Design Standards Royl.1m Sheet No. i - �
OF SINGLE & MUL TI -COLUMN SIGNS SPECIAL MARKING AREAS Index No. 7/01/0 10 of 14 1 1 - ---------I----- - f I ---- i
1 17302 1 Index No, I f
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PHOTOMETRIC
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DESIGN BUILD
web: maidesignbuild.
com
i_ email: info@maidesignbuild.com
Date: 09-13-2011
- '' - - - - 1. 1 Sheet
Scale: AS SHWN
Drawn: WAA
Checked: DTM C 10
I Approved: DTM!
of 115!�
Proj #: 2011-005 i
3'-4"
2' X -O" 2
2' 3'-0" 2" e -
t X-0" f
I
r
4"
2" 6'-T 2�
t
6'-4"
6-0" 2" e_
4
2-x18 GA. HOLL. MTL., 1 2"XI8 GA. HOLL. MTL. SPLIT WOOD JAMB 2"X18 GA. HOLL. MTL. IMPACT RATED ANODIZED
HR FIRE RATED, PAINTED PAINTED FRAME, PAINTED PAINTED ALUMINUM FRAME
A C D
t--T� DOOR 8t FRAME ELEVATIONS
Viol
16'-8"
2'-5" ' T -Y
f 6'-01' 2'.5- 2" 2'.5"
1 3/4" x 18 GA. H. M.
----------
2" 3'-4"
2" 6'-U' 2'
&
-'t 00
2" T-0"
lo e -
IMPACT
RATED
GLASS
IN
2
3
4
5
6
with one screw on each Range of tho channel
be Steel Framdng Memberf*
EX -1
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
IMPACT RATED ANODIZED
ALUMINUM FRAME
F
I
C,
7 oe
13'-4"
1 3/4" x 18 GA. H. M.
e
2" 3'-4"
2" 6'-U' 2'
&
-'t 00
2" T-0"
lo e -
DOOR, PAINTED
IN
2
3
4
5
6
with one screw on each Range of tho channel
be Steel Framdng Memberf*
EX -1
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
Z
0
-1 1/2 PAIR BUTTS
TEMPLE7INLAND FOREST PRODUCTS CORF_ Z X,
Veneer Plaster Base
inufaces accord
t ance with the applica-
,cMed
instructions supplied with ihe cl ct A lied to complegy fill
the enclosed Mbimuviv'Ur
—'UseA to attach huting channels
atprn a) to studs (Item 1). Clips spaced 4iI in. OC:, -and secured toll
2 CERAMIC TILE
- Type 7, Water kaied, lyp6& tjg
1�pe X, Soff t -'T�pe 9 TG -C.
UNIT 'T''
2. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON PLANS
WITH EXISTING INTERIOR
G -P GYPSUM CORP ".OF
GEORGIA -PACIFIC CORP —1�pes 5, 9, C, DAP DD, D4 bm�G,
0
0
CONDITIONS AND NOTIFY THE
studs with 1-5/8 in. wafer or hex head Type S steel sLrew
thro -h the centtr grommet, Furring channels are frit:don.fitfed'
intoulps.
DS, GFFS6.
SCX�. SHX 6, WRX
PSG 14EXICO 9 'A DR C V IF j;�2
C,
JPC.-AR, SCX SI -K WRC
ARCHITECT AND OR ENGINEER OF ANY DISCREPANCIES.
CO
Ul
or
4A. Cypsuo Board* " (As,�Itexratq to �texn 4) Ncorn 61i im gack
�ls with bevelqJ, squm or tep�red e
sturipan !dges, applied vierd
3. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD TRACK.
5 SEALED CONCRETE
.. ... .
ica' or
hod�ontally-Vqticaljolnts centered mrti Id
cav, an opposite siea6 of st:uds, Horizontal edge joint$ iind horizontal
in's 6 .
buttl" sides '
4. PROVIDE R-19 SOUND ATTENUATING BATT
BASES:
of stu& need not be ste d
re or bicked.
INSULATION ABOVE ALL ACOUSTICAL CEILINGS.
PAC INTERNATIONAL INC — Type RSIC-1;
*13earing the UL Classification Mark.
IMPACT
Pan? attalodlos'bitli studs and floor runner with loxis S ...
,
100
—J
N,
onb earing Wall.Rating I im;
7
steed screws spaced 8 irL O.0 when apflied horizontal
1�4, or 8
'alonsvertical-and-botto edgesand 2 in. OC in the 9a,
in
5. ALL INT. PARTITIONS SHALL BE INSULATED W/
Lu CO
(5
RATED
3-1/2" FIBERGLASS SOUND ATTENUATING BATT INSULATION.
C WOOD
D NONE
LOOK FOR THE UL MARK ON PRODUCT
�'.1P-xl;'IP-X2' IFC -AR SCX, %.% WRC brWRx......
UNITED STATES GYPSVMce—TyptAl�c,fRk-G�'I-FA-'R,
-IF-Xl, IP -X2, lPC-AR,-SCX, SID� WPC or WRX,
VSG MEXICO 3 A DE C V C, IP 10-
IP -XI
WALLLEGEND
6j
GLASS
V PAINTED CMU/CONCRETE
[PC -AR, SCY 'r MAR,
SHX, WRC or -
W FULL HEIGHT CERAMIC TILE
<
4B. G /4 in.
'qui Board, — (As an.altemate to itemi i or 4A) —'j�6rrj
IMPACT RATED ANODIZED
When used in -%IdAhs other thah4
gypsum panels to be itnstalled honzonteRy
1 3/4" SOLID CORE
4 ft w
-ide, instailled eo desgibed in Item 4A with Ocrew legiiih
ALUMINUM FRAME
WOOD DOOR, PAINTED
Increased to 1-1/4 in.
CANADIAN GYPSUM comr�,!Ny �Types AR, I? -AR.
MANUFACTURER
:_ 1: .: 1: AMERICAN G _yPSUMCO—TvpwAG-C,,AGX-I..
:
1HR FIRE RATED
UNITED STATES GYPSUM CO..—T
usrMEXICCi§ADECV�lypes%tA""-'�'
pes IP-Ap.
S. Joint Tape and Compdund " Vmyl, diy orgemhced joint compound,
G
Q)
PIV steel, attached and-ceilingwith fasteneii spaced 24 in. OC
...Max.
1/8" = V-0"
3'-0" 3'.0" T -O" T-0" 3'-0" 3'-0" 1
_f 3'-T 3'-U'
%I N N Iz— t _x lilt
13/4" SOLID CORE
WOOD DOOR, PAINTED
1 3/4" SOL.ID CORE
WOOD DOOR, PAINTED
1 3/4" x 18 GA. H. M.
PR. 13/4" x 18 GA. H. M.
ANODIZED
I
-'t 00
DOOR, PAINTED
DOOR, PAINTED
ALUMINUM FRAME
2
3
4
5
6
C
cli
x—
a WL-44VIBER L L C — Cocoon2 Stibijaked 6r. Cbr OOA-FRM
(Fire Rated Material)
4
1/4" I' -U'
- I EA. LEVER PASSAGE SET
k07 FIRE AESISTANte DIRECIORY VOLUME I . .. ...
........ . . .
GENERAL NOTES
-'t 00
. .... fIRE RESISf,4iCt RATINOt wAkItuL 263 (BkUV)
. ..... U., . . I
7;"
FIRE RESIS7ANC NGS-ANSVUL�4(
E AATI BxUyy q. 983
1. GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH
INC —.11yoRoo 1�-pe C, FroRoc I�Te X or ProRoc
Y (SAP
SIAM GYPSU14 INDUSTR ABURII CO LTP-1�pe
ALL EXISTING SITE CONDITIONS PRIOR TO BID suBmwrAL.
ray applied ceIlW0seih$tdatioa material. The fiber Is
app wit water to interior in
with one screw on each Range of tho channel
be Steel Framdng Memberf*
EX -1
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
Z
0
-1 1/2 PAIR BUTTS
TEMPLE7INLAND FOREST PRODUCTS CORF_ Z X,
Veneer Plaster Base
inufaces accord
t ance with the applica-
,cMed
instructions supplied with ihe cl ct A lied to complegy fill
the enclosed Mbimuviv'Ur
—'UseA to attach huting channels
atprn a) to studs (Item 1). Clips spaced 4iI in. OC:, -and secured toll
2 CERAMIC TILE
- Type 7, Water kaied, lyp6& tjg
1�pe X, Soff t -'T�pe 9 TG -C.
UNIT 'T''
2. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON PLANS
WITH EXISTING INTERIOR
G -P GYPSUM CORP ".OF
GEORGIA -PACIFIC CORP —1�pes 5, 9, C, DAP DD, D4 bm�G,
0
0
CONDITIONS AND NOTIFY THE
studs with 1-5/8 in. wafer or hex head Type S steel sLrew
thro -h the centtr grommet, Furring channels are frit:don.fitfed'
intoulps.
DS, GFFS6.
SCX�. SHX 6, WRX
PSG 14EXICO 9 'A DR C V IF j;�2
C,
JPC.-AR, SCX SI -K WRC
ARCHITECT AND OR ENGINEER OF ANY DISCREPANCIES.
CO
Ul
or
4A. Cypsuo Board* " (As,�Itexratq to �texn 4) Ncorn 61i im gack
�ls with bevelqJ, squm or tep�red e
sturipan !dges, applied vierd
3. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD TRACK.
5 SEALED CONCRETE
.. ... .
ica' or
hod�ontally-Vqticaljolnts centered mrti Id
cav, an opposite siea6 of st:uds, Horizontal edge joint$ iind horizontal
in's 6 .
buttl" sides '
4. PROVIDE R-19 SOUND ATTENUATING BATT
BASES:
of stu& need not be ste d
re or bicked.
INSULATION ABOVE ALL ACOUSTICAL CEILINGS.
PAC INTERNATIONAL INC — Type RSIC-1;
*13earing the UL Classification Mark.
D6619n No. U465
Pan? attalodlos'bitli studs and floor runner with loxis S ...
,
100
—J
N,
onb earing Wall.Rating I im;
7
steed screws spaced 8 irL O.0 when apflied horizontal
1�4, or 8
'alonsvertical-and-botto edgesand 2 in. OC in the 9a,
in
5. ALL INT. PARTITIONS SHALL BE INSULATED W/
Lu CO
(5
are'a
YrSUMC9MPANY'_TypeiAR.C,IP-AX1-
3-1/2" FIBERGLASS SOUND ATTENUATING BATT INSULATION.
C WOOD
D NONE
LOOK FOR THE UL MARK ON PRODUCT
�'.1P-xl;'IP-X2' IFC -AR SCX, %.% WRC brWRx......
UNITED STATES GYPSVMce—TyptAl�c,fRk-G�'I-FA-'R,
-IF-Xl, IP -X2, lPC-AR,-SCX, SID� WPC or WRX,
VSG MEXICO 3 A DE C V C, IP 10-
IP -XI
WALLLEGEND
6j
wallboard is screw attached to furring charmels with I in. long, e
steel screws spaced 12 Im OC.
V PAINTED CMU/CONCRETE
[PC -AR, SCY 'r MAR,
SHX, WRC or -
W FULL HEIGHT CERAMIC TILE
<
C
cli
x—
a WL-44VIBER L L C — Cocoon2 Stibijaked 6r. Cbr OOA-FRM
(Fire Rated Material)
I y; As ar� alternate, ends of adjoini
Qyerla cbannels may be overw
lappe 6 in. and secured together
1/4" I' -U'
- I EA. LEVER PASSAGE SET
k07 FIRE AESISTANte DIRECIORY VOLUME I . .. ...
........ . . .
GENERAL NOTES
-'t 00
. .... fIRE RESISf,4iCt RATINOt wAkItuL 263 (BkUV)
. ..... U., . . I
7;"
FIRE RESIS7ANC NGS-ANSVUL�4(
E AATI BxUyy q. 983
1. GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH
INC —.11yoRoo 1�-pe C, FroRoc I�Te X or ProRoc
Y (SAP
SIAM GYPSU14 INDUSTR ABURII CO LTP-1�pe
ALL EXISTING SITE CONDITIONS PRIOR TO BID suBmwrAL.
ray applied ceIlW0seih$tdatioa material. The fiber Is
app wit water to interior in
with one screw on each Range of tho channel
be Steel Framdng Memberf*
EX -1
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
1 CARPET
-1 1/2 PAIR BUTTS
TEMPLE7INLAND FOREST PRODUCTS CORF_ Z X,
Veneer Plaster Base
inufaces accord
t ance with the applica-
,cMed
instructions supplied with ihe cl ct A lied to complegy fill
the enclosed Mbimuviv'Ur
—'UseA to attach huting channels
atprn a) to studs (Item 1). Clips spaced 4iI in. OC:, -and secured toll
2 CERAMIC TILE
- Type 7, Water kaied, lyp6& tjg
1�pe X, Soff t -'T�pe 9 TG -C.
UNIT 'T''
2. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON PLANS
WITH EXISTING INTERIOR
G -P GYPSUM CORP ".OF
GEORGIA -PACIFIC CORP —1�pes 5, 9, C, DAP DD, D4 bm�G,
0
-ED STATES GYPSUM CO 6 AR, C, FRXmG INAI�
INXI, 1F-X2,'(PC.A& MC
CONDITIONS AND NOTIFY THE
studs with 1-5/8 in. wafer or hex head Type S steel sLrew
thro -h the centtr grommet, Furring channels are frit:don.fitfed'
intoulps.
DS, GFFS6.
SCX�. SHX 6, WRX
PSG 14EXICO 9 'A DR C V IF j;�2
C,
JPC.-AR, SCX SI -K WRC
ARCHITECT AND OR ENGINEER OF ANY DISCREPANCIES.
CO
Ul
or
4A. Cypsuo Board* " (As,�Itexratq to �texn 4) Ncorn 61i im gack
�ls with bevelqJ, squm or tep�red e
sturipan !dges, applied vierd
3. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD TRACK.
5 SEALED CONCRETE
.. ... .
ica' or
hod�ontally-Vqticaljolnts centered mrti Id
cav, an opposite siea6 of st:uds, Horizontal edge joint$ iind horizontal
in's 6 .
buttl" sides '
4. PROVIDE R-19 SOUND ATTENUATING BATT
BASES:
of stu& need not be ste d
re or bicked.
INSULATION ABOVE ALL ACOUSTICAL CEILINGS.
PAC INTERNATIONAL INC — Type RSIC-1;
*13earing the UL Classification Mark.
D6619n No. U465
Pan? attalodlos'bitli studs and floor runner with loxis S ...
,
100
—J
N,
onb earing Wall.Rating I im;
7
steed screws spaced 8 irL O.0 when apflied horizontal
1�4, or 8
'alonsvertical-and-botto edgesand 2 in. OC in the 9a,
in
5. ALL INT. PARTITIONS SHALL BE INSULATED W/
Lu CO
(5
are'a
YrSUMC9MPANY'_TypeiAR.C,IP-AX1-
3-1/2" FIBERGLASS SOUND ATTENUATING BATT INSULATION.
C WOOD
D NONE
LOOK FOR THE UL MARK ON PRODUCT
�'.1P-xl;'IP-X2' IFC -AR SCX, %.% WRC brWRx......
UNITED STATES GYPSVMce—TyptAl�c,fRk-G�'I-FA-'R,
-IF-Xl, IP -X2, lPC-AR,-SCX, SID� WPC or WRX,
VSG MEXICO 3 A DE C V C, IP 10-
IP -XI
WALLLEGEND
6j
wallboard is screw attached to furring charmels with I in. long, e
steel screws spaced 12 Im OC.
V PAINTED CMU/CONCRETE
[PC -AR, SCY 'r MAR,
SHX, WRC or -
W FULL HEIGHT CERAMIC TILE
<
4B. G /4 in.
'qui Board, — (As an.altemate to itemi i or 4A) —'j�6rrj
EXTERIOR
When used in -%IdAhs other thah4
gypsum panels to be itnstalled honzonteRy
4 ft w
-ide, instailled eo desgibed in Item 4A with Ocrew legiiih
GIRT WALL BY METAL BUILDING
Increased to 1-1/4 in.
CANADIAN GYPSUM comr�,!Ny �Types AR, I? -AR.
MANUFACTURER
:_ 1: .: 1: AMERICAN G _yPSUMCO—TvpwAG-C,,AGX-I..
:
L Floor
rers' and CePing kunnknq,,� (not shown), t4anr�el shjp�d run-
3-5/8 in. wide 14/4 In. lep formed from min No. 2s hZG
UNITED STATES GYPSUM CO..—T
usrMEXICCi§ADECV�lypes%tA""-'�'
pes IP-Ap.
S. Joint Tape and Compdund " Vmyl, diy orgemhced joint compound,
6" X 22 GA. GALV. MTL. STUDS AT 24" O.C., W/1
Q)
PIV steel, attached and-ceilingwith fasteneii spaced 24 in. OC
...Max.
applied In two coats to joints and scre* hea paper tapb,4in. wide,
embedded in first layer
LAYER 5/8" GYP. BD. EACH SIDE, 3-1/2" FIBERGLASS
SOUND ATTENUATING BATT
C
I Steel Studs Channel shaped, �_sl§ in; wja� (min), -1)4,& legs,
s/8 im folded back returns, formed from nn No. 25 MSd j�alv eftel
of compound DVerA joints..A9 an alternate,
nominal 3/32 In thl& sum Vneer ]aster may b I eU�p!Jied to the
v
entire surface of Class; He eneei base cud. Joints
& Fa
INSULATION TO 2'
ABOVE CEILING
as
spiced 24 in. OC max
Batts and Biankets* — (option4l _ JVH61a' rat Wq3ol rV glasa4er batti,
r rced. per
tape and Joint compound may be cinifted-when gypsum boards 11
SR6PPAed With SqTe . ges.
ed
6" X 22 GA. GALV. MTL. STUDS AT 24' O.C., W/1
CD
Bfy or completely Mriig sta cavity.
and Blankets (BZJ ry-foi names of Classifledd om
e�ent a I j0piional-Not Shown) M MSG. BaN fteel
resilient chaimels spaced vertically max 24 in. OC, flange Urtion
LAYER 5/8" FIRED RATED GYP. BD. EACH SIDE,
3-1/2"
�ajues.
3A. fiber, Spmyed* — As art=, to Batts and. Blankets 3 —
attached to each intersecting stud with 1/1 iiL long Vpe 42 panbead
FIBERGLASS SOUND ATTENUATING BATT
_te�
Spray mlied cellulose material. The fiber Is applied.with wate r to
steel screws.
INSULATION TO 2" ABOVE CEILING. (UL DESIGN
comple y fill the enclosed cavity� in accordanc&,with the application
irstructiom supplied with.the pr6duct. Nominal dty density of 3.0
6A. Steel Framing Members (Not Shown)" — As an alternate to Item 3,
fur�ng channels and resilient sound isolation:cUp as described below:,
NO. U465)
lb/ie-Alternate application method: The fiber is applied with U.S,
Greenfiber LLC T�pe ADIOD hot melt adhesive- at a nominal ratio of
one adhesivsi to 6.6 fiber
a. Furr!ns Charmelq — Formed pf No. 75 MSQ ga1v steel. 1-3/S
in. wide by 7/8 in. deep, spac�d 24 iri. bC' endict4ar to.
Channels 2
NOTE:
part parts ta.-completPJy 8 the enclosed cav-
studs. �iecured io studs as des�Ued in Item b..Ends Of .
PROVIDE SLAT BOARD ON THE SIDE OF ALL WALLS FACING
ity in accordance with the -application instructions supplied with the
product. Non-dnal dry density of 2.5 lb/f?�
adjoining channels are overlapped 6 in. and tied together with
double!strand of No. 18 SJVq &alv steel. wire near each end of
TOWARDS THE RETAIL FLOOR AREA AND ON BOTH SIDES OF
C
cli
x—
a WL-44VIBER L L C — Cocoon2 Stibijaked 6r. Cbr OOA-FRM
(Fire Rated Material)
I y; As ar� alternate, ends of adjoini
Qyerla cbannels may be overw
lappe 6 in. and secured together
MLL YVAL vy I I HIN I HE 1-00 1 PRINT OF THE RETAIL AREA.
- I EA. LEVER PASSAGE SET
I EA. STOP
-'t 00
A Fiber, Spmyed* — As an alternate to Batts and Blankets (Item 3) and
Item 3A - S
with two self-taging #6 fram-
4 screws, min. 7/16 in. long,at the'nildpoint of. e.overlap,
-1 1/2 PAIR BUTTS
INC —.11yoRoo 1�-pe C, FroRoc I�Te X or ProRoc
to
CY> 00
C) C'J 6
C-1. cy) cy)
ray applied ceIlW0seih$tdatioa material. The fiber Is
app wit water to interior in
with one screw on each Range of tho channel
be Steel Framdng Memberf*
Type Abuse -Resistant.
CANADIAN GYPSUM COMPANY pegAR, C, INAR,
3 EA. SILENCERS
1 CARPET
-1 1/2 PAIR BUTTS
Uj
inufaces accord
t ance with the applica-
,cMed
instructions supplied with ihe cl ct A lied to complegy fill
the enclosed Mbimuviv'Ur
—'UseA to attach huting channels
atprn a) to studs (Item 1). Clips spaced 4iI in. OC:, -and secured toll
2 CERAMIC TILE
FINISH SYMBOL
I EA. STOP
G -P GYPSUM CORP ".OF
GEORGIA -PACIFIC CORP —1�pes 5, 9, C, DAP DD, D4 bm�G,
0
C/) LO U-)
cavity, y emty pounds per cubic ft
NV -WOOL CO INC — Cellulose Insulation
C. Gypsum Boaxd* 5/8
studs with 1-5/8 in. wafer or hex head Type S steel sLrew
thro -h the centtr grommet, Furring channels are frit:don.fitfed'
intoulps.
DS, GFFS6.
ROOM No.
4 SHEET VINYL
CO
Ul
V-: J
— in. thick, 4 ft wido,; attached to steel stu (is and
5 SEALED CONCRETE
I EA. STOP
X
LGFC6; L(;FC6A, LGFC�C, LGFC-C/X
NATIONAL GYPSUM CO —Types FSK, FSK-C� FSK -G, Fsv_c�
BASES:
C-4
floor and ceiling track with 1 in. Ion S steel screws. spaced 8 m.
OC. along Idges of board and 121n." �'L
o in the field of the board. joints
PAC INTERNATIONAL INC — Type RSIC-1;
*13earing the UL Classification Mark.
A VINYL
100
—J
UBCO BUILDING PRODUCTS L1 C, DEA
PABCO OYPSUM —T�Te 11G -C or. PG -9:
B CERAMIC COVE
Lu CO
oriented v sta
_gg�red on'opposi*sldes of the. ass
When aft tS (resilient cbannels) or 6,
=itam k (funing
PANEL REY 9 A — Type FRX,
C WOOD
D NONE
LOOK FOR THE UL MARK ON PRODUCT
WALLS:
04
6j
wallboard is screw attached to furring charmels with I in. long, e
steel screws spaced 12 Im OC.
V PAINTED CMU/CONCRETE
0
W FULL HEIGHT CERAMIC TILE
<
LL Z
When used in -%IdAhs other thah4
gypsum panels to be itnstalled honzonteRy
FLOOR FINISH
WALL FINISH
0
:_ 1: .: 1: AMERICAN G _yPSUMCO—TvpwAG-C,,AGX-I..
:
Ar,
BASE
(D
C'4 ED
C-4
�Dcv— BUILDINGMATERIALS ]PUBLIC:
LTD CO —Type DBX-1,
B PH AMERICA INC —Types 1, EGR6, Piogoc TypeX. FroRoc
-1 1/2 PAIR BUTTS
FINISH LEGEND
- I EA. LEVER PASSAGE SET
I EA. STOP
I T 'e C.
BFFCANADA
3 EA. SILENCERS
SET Y
-1 1/2 PAIR BUTTS
INC —.11yoRoo 1�-pe C, FroRoc I�Te X or ProRoc
SET U
FLOORS:
I EA. STOP
Type Abuse -Resistant.
CANADIAN GYPSUM COMPANY pegAR, C, INAR,
3 EA. SILENCERS
1 CARPET
-1 1/2 PAIR BUTTS
IP -XI, IP -)Q, IPC -AR, SCX, SHY, W-R(f or WRX-
2 CERAMIC TILE
I EA. STOP
G -P GYPSUM CORP ".OF
GEORGIA -PACIFIC CORP —1�pes 5, 9, C, DAP DD, D4 bm�G,
3 EA. SILENCERS
3 VINYL COMP. TILE
-1 1/2 PAIR BUTTS
DS, GFFS6.
4 SHEET VINYL
I EA. LOCK GUARD
LAFARCE NORTH AMERY-CA INC —Typw LGFC2, LGPCZ&
1EA. CLOSER
5 SEALED CONCRETE
I EA. STOP
X
LGFC6; L(;FC6A, LGFC�C, LGFC-C/X
NATIONAL GYPSUM CO —Types FSK, FSK-C� FSK -G, Fsv_c�
BASES:
UJ
, FSW"G, M1, PSWr3, FSW-5..'
A VINYL
—J
UBCO BUILDING PRODUCTS L1 C, DEA
PABCO OYPSUM —T�Te 11G -C or. PG -9:
B CERAMIC COVE
PANEL REY 9 A — Type FRX,
C WOOD
D NONE
LOOK FOR THE UL MARK ON PRODUCT
WALLS:
V PAINTED CMU/CONCRETE
0
W FULL HEIGHT CERAMIC TILE
HARDWARE LEGEND
SET Z
-1 1/2 PAIR BUTTS
- I EA. LEVER PASSAGE SET
I EA. STOP
3 EA. SILENCERS
SET Y
-1 1/2 PAIR BUTTS
- 1 EA. LEVER PRIVACY SET
SET U
-1EA. CLOSER
I EA. STOP
SET T
3 EA. SILENCERS
SET X
-1 1/2 PAIR BUTTS
- I EA. LEVER LOCK SET
-1EA. CLOSER
I EA. STOP
3 EA. SILENCERS
SET W
-1 1/2 PAIR BUTTS
- I EA. LEVER LOCK SET W/
PANIC HARDWARE
I EA. LOCK GUARD
1EA. CLOSER
I EA. STOP
I EA. THRESHOLD
I EA. WEATHERSTRIPPING
SET V
1 1/2 PAIR BUTTS
I EA. LEVER LOCK SET
-1 EA. CLOSER
- 1 EA. STOP
1 EA. FIRE GASKET SET
I EA. DOOR SWEEP
SET U
HARDWARE AS SUPPLIED BY
DOOR MANUFACTURER
SET T
3 PAIR BUTTS
I EA. LEVER PASSAGE SET
I EA. DUMMY LEVER
I PR. FLUSHBOLTS, INACTIVE LEAF
I EA. STOPS
4 EA. SILENCERS
SET S
3 PAIR BUTTS
1 EA. LEVER LOCK SET
1 EA. LOCK GUARD
I PR. FLUSHBOLTS, INACTIVE LEAF
1 EA. CLOSER
I EA. THRESHOLD
1 EA. WEATHERSTRIPPING
I EA. STOPS
4 EA. SILENCERS
DOOR 8t FRAME SCHEDULE NOTES:
DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE
BUILDING IS OCCUPIED.
2. EXTERIOR DOORS SHALL BE PERMITTED TO HAVE KEY -OPERATED LOCKS FROM THE EGRESS SIDE,
PROVIDED THAT THE FOLLOWING CRITERIA ARE MET:
A. FOR BUSINESS OCCUPANCY LOCKS COMPLYING WITH 7.2.1.5.4 OF THE LATEST EDITION OF
THE FLORIDA FIRE PREVENTION CODE, SHALL BE PERMITTED ONLY ON THE PRINCIPAL
ENTRANCE/EXIT DOORS.
B. A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS THAN I INCH HIGH ON A
CONTRASTING BACKGROUND THAT READS AS FOLLOWS IS LOCATED ON OR ADJACENT TO
THE DOOR: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.
C. THE LOCKING DEVICE IS OF A TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED.
D. A KEY IS IMEDIATELY AVAILABLE TO ANY OCCUPANT INSIDE THE BUILDING WHEN IT IS
LOCKED.
5. ALL EXTERIOR DOORS TO HAVE TAMPER PROOF HINGES.
6. PROVIDE ANCHORAGE TYPE TO SUIT WALL CONSTRUCTION.
7. PROVIDE (2) 20 GA STUDS AT JAMBS IN GYPSUM BOARD WALLS,
8. WHERE RATED DOORS ARE INDICATED, DOOR FRAME Bt HARDWARE RATING TO BE EQUAL TO
DOOR RATING.
10. PROVIDE I" UNDERCUT AT INTERIOR ROOMS.
11. VERIFY WITH MANUFACTURER THE APPROPRIATE ROUGH OPENING FOR EACH DOOR TYPE.
12. HARDWARE FINISH TO MATCH EXISTING HARDWARE.
13. ALL HARDWARE COMPONENTS TO BE MANUFACTURED BY SCHLAGE OR EQUAL.
14. ALL HARDWARE COMPONENTS TO MEET CURRENT ADA AND FLORIDA ACCESSIBILITY CODE FOR
BUILDING CONSTRUCTION (FACBC).
X 40r'HIGH CERAMIC TILE WAINSCOAT
Y GYPSUM BOARD, EPDXY PAINT
Z GYPSUM BOARD, PAINTED
CEILINGS:
A SUSP. 2 X 2 ACOUST. TILE/GRID
B PAINTED GYPSUM BOARD
SET R 2 PAIR FLOOR AND TOP PIVOTS
I PR. FLUSHBOLTS INACTIVE LEAF
I EA. CYLINDER DWAD BOLT
1 EA. CLOSER
1 EA. THRESHOLD
I EA. WEATHERSTRIPPING
I EA. STOP
1 EA. STANDARD/CLASSIC PUSH/PULL SET
DOOR SYMBOL
DOOR No.
11
I E
DOOR TYPE HDW. SET
ra,
OFRAME TYPE
M cI
DESIGN BUILD
web: maidesignbuild.com
email: info@maidesignbuild.com
Date: 09-13-2011 Sheet
Scale: 1/8"=1'
Drawn: SBc A-100
Checked: DTM,
Approved: A100 8 of
Proj #: 2011-005
2:
0 -
In
i:
tD
Ln
0 -
CL
CL
CD
9
SEE STORMWATER MANAGEMENT CRITERIA FOR MINIMUM STANDARDS.
THIS PLAN IS INTENDED TO COMPLY WITH APPROPRIATE CONDITIONS OF THE CITY CAPE CANAVERAL LAND
DEVELOPMENT REGULATIONS, THE RULES OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION,
CHAPTER 17-25, F.A.C., AND THE ST. JOHN'S WATER RIVER MANAGEMENT DISTRICT. DURING ALL CONSTRUCTION
ACTIVITIES THIS PLAN ADDRESSES THE FOLLOWING AREAS:
I . GENERAL EROSION CONTROL
2. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION.
3. CONTROL OF WIND EROSION
THE VARIOUS TECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION INDICATE THE APPROPRIATE
SITUATION WHEN THE TECHNIQUES SHOULD BE EMPLOYED. ALSO IDENTIFIED IS A CROSS-REFERENCE TO A
DIAGRAM OR FIGURE REPRESENTING THE TECHNIQUE.
IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED BMP(S). THE
CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN
FDOT INDEX # 100-`104 AND AS REQUIRED BY NPDES AND AS NECESSARY FOR EACH SPECIFIED APPLICATION.
SECTION 1 GENERAL EROSION CONTROL
GENERAL EROSION CONTROL BMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND POTENTIAL LAKE
SLOPE CAVE-INS. WHILE THE VARIOPUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD
BE EMPLOYED AS SOON AS POSSIBLE DURING CONSTRUCTION ACTIVITIES.
CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR CONSTRUCTION ACTIVITIES SHALL BE
COVERED WITH HAY OR OVER SEEDED AND PERIDICALLY WATERED SUFFICIENTLY TO STABILIZE THE
TEMPORARY GROUND COVER.
SLOPES OF BANKS OF RETENTION / DETENTION PONDS SHALL BE CONSTRUCTED NOT STEEPER THAN 3H:1V
FROM TOP OF BANK TO TWO FEET BELOW NORMAL WATER LEVEL UNLESS SPECIFIED OTHER WISE.
SOD SHALL BE PLACED A MINIMUM OF A 2 -FOOT WIDE STRIP ADJOINING ALL CURBING AND AROUND ALL INLETS
AS SHOWN IN FIGURE 5 OR AS REQUIRED BY THE LANDSCAPE PLAN OR CONTRACT DOCUMENTS. SOD SHALL BE
PLACED BEFORE SILT BARRIERS, SHOWN IN FIGURE 8, ARE REMOVED,
SECTION 2 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION.
SURFACE WATER QUALITY SHALL BE MAINTAINED BY EMPLOYING, AT A MINIMUM, THE FOLLOWING BMP'S AND
OTHER MEASURES AS REQUIRED IN THE PLANNING AND CONSTRUCTION OF ALL IMPROVEMENTS.
WHERE PRACTICAL, STORM WATER SHALL BE CONVEYED BY SWALES.
EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED
DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE
SPECIFIC, THE FOLLOWING MEASURES SHALL BE UTILIZED AT A MINIMUM.
IN GENERAL EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION.
STORM WATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS SHOWN IN FIGURE 2,3, AND 9.
PROTECTION MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL DURING THE VARIOUS STAGES OF INLET
CONSTRUCTION. SILT BARRIERS SHALL REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE OR AS
OTHERWISE REQUIRED.
HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL,
GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORM WATER COLLECTION
AND TREATMENT SYSTEMS. CONTRACTOR SHALL PROVIDE BROAD DIKES, HAY BALES OR SILT SCREENS AROUND,
AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE OR LUBRICANTS,
CONTRACTORS SHALL HAVE AVAILABLE AND SHALL USE ABSORBENT FILTER PADS OR OTHER METHODS TO
CLEAN UP SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE.
SILT BARRIERS SHALL BE ERECTED AS SHOWN PRIOR TO THE INITIATION OF CLEARING OR EARTHWORK AND
SHALL REMAIN UNTIL VEGETATIVE COVER OR ALL DISTURBED AREAS HAVE BEEN ESTABLISHED OR AS REQUIRED
BY THE OWNER. SILT BARRIERS SHALL BE CONTINUOUSLY MAINTAINED FOR ENTIRE PROJECT DURATION. SILT
BARRIERS SHALL NOT BE REMOVED UNTIL APPROVED BY THE OWNER. SILT BARRIERS, ANY SILT WHICH
ACCUMULATES BEHIND THE BARRIERS, AND ANY FILL USED TO ANCHOR THE BARRIERS SHALL BE REMOVED
PROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED FOR THE BARRIERS.
WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE
OR SWALE AND IN THE ABSENCE OF AN ACCEPTABLE TEMPORAY LAKE OR SUMP AREA, A TEMPORARY SUMP
SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP.
SECTION 3 CONTROL OF WIND EROSION
WIND EROSION SHALL BE CONTROLLED BY EMPLOYING BMP'S WHICH SHALL INCLUDE THE FOLLOWING AND/OR
OTHER METHODS AS A MINIMUM:
BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSAY TO MINIMIZE THE TRANSPORT
OF FUGITIVE DUST. IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT,
BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER
CONSTRUCTION.
AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCTION, BARREN EARTH AREAS SHALL BE VEGETATED.
AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT
EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE
NECESSARY FOR SUCH CONTROLL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST
CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
DETAIL FOR A SILT FENCE SHOWN IN FIGURE I EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET.
optional Post P III principle Post Position
P I (Options- 2" x 4' as 0----- 20- Toward Flow)
2TMIn. Did. �..d; Sle-1 Filter Fabric (In U,
1.36 LbsAt. Min, 1 5' Mo..
-1 Con
*formance With
Sec
Sec, 985 rDOT Spec.) >
Filter Fabric
lit Fla.
N To
to IF
ELEVATION SECTION
Note Silt Fence to be pold 1,w rdw the contract unit price far Staked SDI F-ce (I F) -
TYPE 111 SILT FENC
Anchor Sales With 2 - 2' w 2' 4'
Sidewolk-'/ Stakes Per Bole,
OP.
Riser 0
& 50 -K --
Apron Curb & Cutter Jak, Ak.`�-Cub & Gutter Ditch Dfth
,%lair
�R
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET
PROTECTION AROUND INLETS OR SIMILAR STRUCTURE
NOTES:
1. INSTALL A "CONSTRUCTION ENTRANCE ONLY" SIGN AT THE
CONSTRUCTION ENTRANCE.
2. INSTALL TYPE 0-1 FILTER FABRIC PER FDOT INDEX 199 OVER THE
ENTIRE AREA or THE CONSTRUCTION ENTRANCE.
3. INSTALL A STOP SIGN ALONG THE BACK OF APRON.
CONSTRUCTION ENTRANCE
GENERAL SITE INFORMATION
SITE DESCRIPTION:
THE SITE IS A 5.00 ACRE COMMERCIAL LAND LOCATED IN THE CITY OF CAPE CANAVERAL. THE SITE IS BORDERED
TO THE NORTH BY COMMERCIAL PROPERTY AND SOUTH BY W. CENTRAL BLVD., TO THE WEST BY COMMERCIAL
PROPERTY, AND TO THE EAST BY ASTRONAUT BLVD., A.K.A. S.R. AlA.
TOTAL AREA AND DISTURBED AREA:
THE TOTAL SITE AREA IS +1-5.00 ACRES. THE TOTAL AREA TO BE DISTURBED IS APPROXIMATELY 3.46 ACRES.
QUALITY RECEIVING SURFACE WATERS AND WETLANDS:
THE RECEIVING SYSTEM FOR THE SITE DISCHARGE IS AN EXISTINGOUTFALL PIPE CONNECTED TO THE EXISTING
CENTRAL BLVD. STORMWATER SYSTEM ALONG THE SOUTH PROPERTY LINE.
EXISTING SOIL TYPES:
ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SURVEY (USDA S.C.S.)
OF BREVARD COUNTY, THE MAJORITY OF THE SITE SOILS ARE MAPPED AS COMPLEX.
STORM W . ATER POLLUTION PREVENTION MEASURES AND CONTROLS:
THERE ARE A VARIETY OF CONTROLS PROPOSED FOR THIS SITE. SOME CONTROLS ARE INTENDED TO FUNCTION
TEMPORARILY AND WILL BE USED AS NEEDED FOR POLLUTANT CONTROL. THESE INCLUDE TEMPORARY
SEDIMENT BARRIERS AND SILT FENCES. FOR MOST DISTURBED AREAS, PERMANENT STABILIZATION WILL BE
ACCOMPLISHED BY COVERING THE SOIL WITH PAVEMENT OR VEGETATION.
SOIL STABILIZATION:
THE PURPOSE OF SOIL STABILIZATION IS TO PREVENT SOIL FROM LEAVING THE SITE IN THE NATURAL CONDITION,
SOIL IS STABILIZED BY NATIVE VEGETATION THE PRIMARY TECHNIQUES TO BE USED AT THIS PROJECT FOR
STABILIZATION AFTER CONSTRUCTION WILL BE TO PROVIDE PROTECTIVE TURF GRASS OR PAVEMENT.
NOTES:
ACCESS SHALL BE PROVIDED BY AN UNOBSTRUCTED ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING
THE LOADS IMPOSED BY RESPONDING APPARATUS OF NOT LESS THAN 20 FEET AND SHALL BE MAINTAINED
DURING CONSTRUCTION (SEE FIGURE 6). THE LOCATION OF EROSION CONTROL FEATURES SHOWN ON THIS PLAN
REPRESENTS MINIMUM REQUIREMENTS. DEPENDING UPON THE CONTRACTORS OPERATIONS, IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN ANY NECESSARY EROSION CONTROL FACILITIES
NEEDED TO CONTROL EROSION OR THE DISCHARGE OF TURBIDITY INTO DOWNSTREAM WATERS OR ADJACENT
PROPERTY.
SWPP COORDINATOR DUTIES:
THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWVING AND ALL OTHER REQUIREMENTS OF THE EPA, SJRWMD,
CITY OF CAP CANAVERAL, FDOT AND BREVARD COUNTY REGULATIONS:
1. MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES INCLUDING:
DATES WHEN MAJOR GRADING ACTIVITIES OCCUR.
DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASE IN A PORTION OF THE SITE.
DATES WHEN STABILIZATION MEASURES ARE INITIATED ON SITE.
RECORDS MUST BE MAINTAINED AT THE JOB SITE.
2. PREPARE INSPECTION REPORTS SUMMARIZING:
QUALIFICATIONS OF INSPECTOR,
DAILY RAINFALL TOTALS.
MEASURESIAREAS INSPECTED.
CHANGES NECESSARY TO THE SWPPP.
INSPECTION SHALL BE COMPLETED ON A WEEKLY BASIS.
AND AFTER RAINFALL EVENTS EXCEEDING %"INTENSITY.
3. A SAMPLE INSPECTION FORM SHALL BE SUPPLIED TO THE CONTRACTOR FOR HIS USE. CONTRACTOR MUST
UTILIZE THIS INSPECTION FORM ORAN APPROVED EQUIVALENT.
4. CONTRACTOR MUST EXECUTE NPOES CERTIFICATION FORM AND INSURE THAT ALL SUBCONTRACTORS
RESPONSIBLE FOR EROSION CONTROL MEASURES EXECUTE THE NPDES CERTIFICATION FORM. COPIES
OF THIS CERTIFICATION MUST BE PROVIDED TO THE OWNER PRIOR TO THE START OF ANY NEW
CONSTRUCTION, AND COPIES SHALL BE MAINTAINED AT THE JOB SITE.
5. REPORT RELEASES OF REPORTABLE QUANTITIES OF OIL OR HAZARDOUS MATERIALS (IF THEY OCCUR):
NOTIFY NATIONAL RESPONSE CENTER @ 1-800-424-8802.
NOTIFY PERMITTING AUTHORITY IN WRITING WITHIN 14 DAYS.
MODIFY THE POLLUTION PREVENTION PLAN TO INCLUDE
IMPROVED MANAGEMENT CONTROLS.
6. MODIFY THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS NECESSARY TO:
COMPLY WITH MINIMUM PERMIT REQUIREMENTS WHEN NOTIFIED BY THE EPA,
ADDRESS CHANGES IN DESIGN, CONSTRUCTION OPERATION OR MAINTENANCE WHICH HAVE AN AFFECT
ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS INTO STATE WATERS. PREVENT REOCCURENCE OF
REPORTABLE QUANTITY RELEASES HAZARDOUS MATERIAL OIL AND OR FUEL.
7. AT THE COMPLETION OF THE PROJECT AND AS A CONDITION OF FINAL PAYMENT, CONTRACTOR SHALL
PROVIDE THE OWNER WITH TWO COPIES OF THE ABOVE DESCRIBED REPORTS IN A CONSOLIDATED
REPORT FORMAT, THREE RING BINDER OR EQUIVALENT.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR THIE FOLLOWING AND MAINTAINING A COPY OF DEP
DOCUMENT NO. 62-621.300(4)(A). THIS PERMIT IS THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL
PROTECTION GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES THAT
DISTURB FIVE OR MORE ACRES OF LAND.
Slit Fla.
In
T4e in sift rence Protection
nd Ditch Bottom Inlets.
Type lit Silt Fence
S" Do not deploy In a manner that slit fences will act as a dom across permanent flowing
woltrcourses. Slit fences are to be used at upland locations and turbidity barriers
used at permanent bodies of �oter.
7�pe lit Silt Fence SILT FENCE APPLICATION5 F21
PLACE SOD NBEYOND TOP OF BANK
2' MIN.
'12-1 f-IIIE
Tr--
6IPfff
3 TO 9 3 TO 5
TYPICAL SWALE SECTION
2' BERM
x 12" PVC PIP, 15, x
DISC ARGE
FROMHFUMPS
DISCHARGE 2 ROWS OF HAY BALES
TO OUTFALL al KED WITH WOOD 2'.7's
PLAN
TEMPORARY DEWATERING SWALE & SEDIMENTATION BASIN
N.T.3.
2 ROWS OF HAY SALES
2' BERM STAKED WITH WOOD 2*.7'.
A. Ill* . 1*1 14' 2'
12" PVC DISCHARGE
EXISTING Of P'PE�\ IT rROM PUMPS,
1ADE
U_
At__
SECTION x -
TEMPORARY SEDIMENTATION BASIN
W.T.S. 1
2- 8- W 2 -
EXISTING GRADE
N
STAKED HAY BALES
SEC710M Y -
TEMPORARY DEWATERING SWALE
NT.S. . I [ 7
D -ow
Sales To Anchor Sales With 2 - 2" x 2" x 4'
Stokes For Bole.
PLAN Loose Soil Pl..ed By Sho,* And Lightly
01 _-Compacted Along The Upstream Edge Of Boles.
ft Fill Slope
ELEVATION
70 BE USED AT SELECTED SITES MERE THE
NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE
BARRIERS FOR POLL SLOPE5
r5,
Sad -Silt B.,riw
SILT FBARRIER AT SWALE CONNECTION
TO THE EXISTING SWALE
wo Silt O."ier
Sad
SILT FRARRIER AT STORM PIP
CONNECTION TO THE EXISTING SWALE
GENERAL CONSTRUCTION SEQUENCING PLAN
THE FOLLOWING CONSTRUCTION SEQUENCING IS GENERAL IN NATURE AND IS INTENDED TO PROVIDE A
GUIDLINE FOR THE CONTRACTOR. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COMPLETE THE PROJECT
IN CONFORMANCE WITH THE NPDES STANDARDS AND APPROVED PLANS AND PERMITS.
I . OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. FLAG THE WORK UNITS OF CONSTRUCTION AND IDENTIFY AREAS NOT TO BE DISTURBED,
3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
WEEKLY REVIEWS OF EROSION, SEDIMENT, AND STORM WATER CONTROLS WILL BE CONDUCTED. REVIEW
WILL ALSO BE CONDUCTED WITHIN 24 HOURS FOLLOWING ALL RAIN EVENTS EXCEEDING Yd" INTENSITY.
4. INSTALL SEDIMENT CONTROLS AS THE FIRST CONSTRUCTION ACTIVITY.
5. INSTALL STORM DRAIN WITH STABILIZED INLET PROTECTION AT THE CONSTRUCTION ENTRANCEIEXIT.
6. INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT.
7. COMPLETE SITE CLEARING EXCEPT FOR AREAS DESIGNATED NOT TO BE DISTURBED.
8. ROUGH GRADE SITE, STOCKPILE TOPSOIL CONSTRUCT WATERWAYS, INSTALL CULVERTS AND OUTLET
PROTECTION (INSTALL SEDIMENTCONTROLS AND SILT FENCING AS NEEDED). BARE AREASOF EXPOSED
LAND SHALL BE MULCHED AND SEEDED ONCE GRADING HAS BEEN COMPLETED.
9. FINISH THE SLOPES AROUND BUILDING DIRT PADS AS SOON AS ROUGH GRADING IS COMPLETE.
10. COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH APPROVED MATERIAL.
111. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND PERMANENTLY VEGETATE,
LANDSCAPE AND MULCH.
12. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND FOLLOWING'/o"
RAINFALL EVENTS, NEEDED REPAIRS WILL BE RECORDED WITHIN 24 HOURS, AND CORRECTED
IMMEDIATELY.
13. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION ON THE DISTURBED AREAS.
GENERAL MAINTENANCE PLAN
THE FOLLOWING MAINTENANCE PLAN IS GENERAL IN NATURE AND IS INTENDED TO PROVIDE A GUIDELINE FOR
THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLETE THE PROJECT IN
CONFORMANCE WITH THE NPDES STANDARDS AND APPROVED PLANS AND PERMITS,
SHORT TERM:
1. ALL EROSION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
%' RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK ALL NEEDED REPAIRS WILL BE
RECORDED AND MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT BUILDUP WILL BE CLOSELY MONITORED AND REMOVED FROM INLET PROTECTION DEVICES TO
ENSURE PROPER MANAGEMENT AND STORAGE CAPACITIES. SEDIMENT CONTROL DEVICES SHALL BE
CLEANED OR REPLACED WHEN THE SEDIMENT CONTROL NO LONGER WORKS EFFECTIVELY A DESIGNED.
3. THE SEDIMENT CONTROLLING SILT FENCE SHALL BE MAINTAINED AND/OR REPLACED AS NECESSARY TO
MAINTAIN A BARRIER,
4. ALL SEEDED AREAS SHALL BE RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS PLAN THE VEGETATIVE PLAN TO MAINTAIN VEGETATIVE COVER AND PREVENT EROSION
TO OFFSITE AREAS.
5. AS NEEDED, NEW OR ADDITIONAL WORKERS WILL BE INFORMED OF THE PLAN DETAILS IN THE
OPERATION AND MAINTENANCE OF PLAN FEATURES.
LONG TERM:
1. ALL VEGETATED AREAS WILL BE MAINTAINED IN ADEQUATE CONDITION TO PROVIDE PROPER GROUND
COVER, THEREBY REDUCING EROSION POTENTIAL.
2. AREAS WHERE VEGETATION IS LOST WILL BE RESTABILIZED AND MAINTAINED AS NECESSARY TO RESTORE
PROPER GROUND COVER.
3. STRUCTURAL MEASURES WILL BE EXAMINED AT LEAST ANNUALLY AND MAINTENANCE PERFORMED AS
NEEDED.
IND. 51r I.R.C.
RISSEN END.
INSTALL 945 LF OF TYPE III SILT -
FENCE ALONG WEST, NORTH &
PORTION OF SOUTHPROPERTY LINES
AS SHOWN PRIOR TO START OF
CONSTRUCTION.
PUERTO DEL MO PHASE
O.R.B. 5619, PC. 65M
SO
SDI 1 5
Or
0.5 X2 ®R
20
Nt W. EL -4,891
IS. P.C.P. EL -3.59'
FNO. 5/8' I.R.C.
DIENDMI CUP-/�
SPECIAL NOTICE:
THE CERTIFICATIONS BELOW ARE INCLUDED FOR INFORMATIONAL PURPOSES ONLY. OFFICIAL EXECUTED CERTIFICATIONS
ARE KEPT IN THE PROJECT FILE.
CONTRACTORS CERTIFICATION:
"I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERIC STORM WATER
PERMIT ISSUED PURSUANT TO SECTION 403.OS85, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH
INDUSTRIAL ACTIVITYFROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION."
A:
B:
COMPANY NAME:
COMPANY ADDRESS:
COMPANY PHONE:
PROJECT SITE DESCRIPTION:
DATE OF CERTIFICATION:
SIGNATURE:
ENGINEER'S CERTIFICATION:
"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION
OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED
AND EVALUATED THE INFORMATION SUBMI TTEO. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE
SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS,
TO THE BEST OF MY KNOWLEDGE AND BEL IEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT
PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING
VIOLATIONS."
C: DAVID T. MENZEL, P.E.
D: PRESIDENT
COMPANY NAME: MAI UE -SIGN BUILD
COMPANY ADDRESS: 2200 FRONT STREET, SUITE 300, MEEBOURNE, FL 32901
COMPANY PHONE: (321) 757-3034
PROJECT SITE DESCRIPTION:
DATE OF CERTIFICATION:
SIGNATURE:
CORPORATE OFFICERS CERTIFICATION:
"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION
OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED
AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERS014 OR PERSONS WHO MANAGE THE
SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS,
TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT
PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING
VIOLATIONS."
E: EXTREME FUN LLC. SERVICES ASSOCIATION
F: OWNER
COMPANY NAME:
COMPANY ADDRESS: 185 COCOA BEACH, FL 32931
COMPANY PHONE: (321) 783-1848
PROJECT SITE DESCRIPTION:
DATE OF CERTIFICATION:
SIGNATURE:
INSTALL 35 LF OF TYPE III SILT
FENCE AS SHOWN PRIOR TO
START OF CONSTRUCTION
ASPHALT
ORPIEWAY
ENTRANCE
STOP SIGN
IND. t/2- ULC.
No 111. 7.50' WEST
WITNESS POINT
014 LOT LINE
PI.IONI DWOOTH, e.1
INSTALL 241 LF OF TYPE III SILT
FENCE ALONG ASTRONAUT PROPERTY
LINE AS SHOWN PRIOR TO START OF
CONSTRUCTION
INSTALL 475 LF OF TYPE III SILT
FENCE ALONG SLOPE OF EXISTING
SWALE AS SHOWN PRIOR TO START
OF CONSTRUCTION
INSTALL 258 LF OF TYPE III SILT
FENCE ALONG ASTRONAUT
PROPERTY LINE AS SHOWN PRIOR
TO START OF CONSTRUCTION
NO S.D1 TS POLEPED "XING
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INSTALL 241 LF OF TYPE III SILT
FENCE ALONG ASTRONAUT PROPERTY
LINE AS SHOWN PRIOR TO START OF
CONSTRUCTION
INSTALL 475 LF OF TYPE III SILT
FENCE ALONG SLOPE OF EXISTING
SWALE AS SHOWN PRIOR TO START
OF CONSTRUCTION
INSTALL 258 LF OF TYPE III SILT
FENCE ALONG ASTRONAUT
PROPERTY LINE AS SHOWN PRIOR
TO START OF CONSTRUCTION
NO S.D1 TS POLEPED "XING
SIGN POST
N Po
SIGN % W
xol
W
TS am
POLE
CONC
CULVE
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DESIGN BUILD
I web: maidesignbuild.com 1
email: info@maidesignbuild.COM
Date: 09-13-2011 1
Sheet
Scale: AS SHWN
Drawn: MAI
Checked: DT C-sw
M:
Approved: DTM
)5 of
Proj ff: 2011-005