Edgewater Commons - Final Site Plan - 03-10-1992LOCATION MAP
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LEGAL DESCRIPTION
LOTS 38 4, 51 AND 6, EDGEWATER COUNTRY ESTATES
UNIT NO. 1, PER MAP IN MAP BOOK 11, PAGE 247,
PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA, AND THAT
PORTION OF HIGHWAY EASEMENT DISCLAIMED BY THE
STATE ROAD DEPARTMENT OF FLORIDA, AS RECORDED IN
OFFICIAL RECORDS BOOK 306, PAGES 345 AND 346 OF
THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA.
(BY THE UNDERSIGNED FROM PUBLIC RECORDS)
PREPARED WITHOUT BENEFIT OF AN ABSTRACT.
S E CTION 11112, TOWNSHIP 18 SOUTH, RANGE 34 EAST
/71
D�a�
CITY
VOLUSIA
OF EDGEWATER
COUNTY, FLORIDA
NOTE: ALL DESIGN AND CONSTRUCTION MUST CONFORM
TO THE MINIMUM STANDARDS SET FORTH IN THE CITY OF
EDGEWATER MUNICIPAL CODES AND/OR THE ZONING
REGULATIONS.
Prepared For. 0
PARADISE DEVELOPMENT GROUP INC.
28050 U*S* 19
CLE AR W ATE R
NORTH, SUITE 405
FLORIDA 34621
(813) 1574 4
FAX: (813)
726 .2337
Prepared Y.
❑❑a❑ o
❑❑0❑ John C. Landon & Associates
CIVIL ENGINEERS -PLANNERS
31622 U.S. 19 North Palm Harbor, Florida 34684
Phone (813)78a,-,-501 0 FAX (813)787-4,394
7-19-91 REVISED PER CITY COMMENTS
SITE PLAN # 9106
THE DESIGN PROFESSIONAL WAIVES ANY
AND ALL RESPONSIBILITY AND LIABILITY FOR
PROBLEMS WHICH ARISE FROM FAILURE TO
FOLLOW THESE PLANS, SPECIFICATIONS AND
THE DESIGN INTENT THEY CONVEY, OR FOR
PROBLEMS WHICH ARISE FROM OTHERS' FAIL-
URE TO OBTAIN AND/OR FOLLOW THE DESIGN
PROFESSIONAL'S GUIDANCE WITH RESPECT
TO ANY ERRORS, OMISSIONS, INCONSISTEN-
CIES, AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
PLAN INDEX
1. COVER SHEET
2. HORIZONTAL .CONTROL MAP & LANDSCAPE
PLAN
3. PAVING GRADING AND DRAINAGE PLAN
4. WATER & SANITARY SEWER PLAN
5. U.S. HWY 1 WIDENING PLAN
6. PAVING & DRAINAGE DETAILS
7. WATER AND SANITARY DETAILS
8. LIFT NATION DETAILS
SITE DATA
TOTAL SITE AREA: 10.47 Acres +/—
ZONING: B-5 (PLANNED SHOPPING CTR DIS T.)
SETBACKS Front (Along R/W) — 50'
Side — 25'
Rear — 25'
REQUIRED LANDSCAPE BUFFER ABUTTING RESIDENTIAL
US E — 25,
REQUIRED LANDSCAPE BUFFER ALONG R/W — 10'
REQUIRED LANDSCAPE BUFFER ALONG SIDE — 5'
TOTAL BUILDING AREA (EXCL. OUTPARCE LS) — 829582 S.F.
OUTPARCE L "A" F.A.R. — 0.12% 3500 S.F.
OU TP AR CE L "B" F.A.R. — 0.14% = 4000 S.F.
PLAZA PARCEL F.A.R. — 0.21 % = 82,582 S.F.
OUTPARCE L "A" IMPERVIOUS AREA — 22614 S.F. = 0.52 AC.
OUTPARCE L "B" IMPERVIOUS AREA — 24878 S.F. = 0.57 AC.
PLAZA PARCEL IMPERVIOUS AREA
(INCL. POND & S WALE) — 359475 S.F. = 8.25 AC.
TOTAL IMPERVIOUS AREA = 406967 S.F = 9.34 ACRES
BUILDING HEIGHT 33'
PARKING REQUIRED — 5.5 S paces/1000 s.f. G.F.A.
60® PARKING (82,582/1000)x 5.5 = 454 spaces
PARKING PROVIDED — 454 spaces
REQUIRED HANDICAP SPACES - 9 spaces
PROVIDED HANDICAP SPACES — 10 spaces
MINIMUM PARKING SPACE SIZE — 10'x20'
MINIMUM HANDICAP SPACE SIZE — 12'x20' + 5' access isle
PARKING SPACE MARKING SHALL BE WHITE
HANDICAP SPACE MARKING SEE DETAIL SHEET
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FOR REV111V ONLY
MAR 0 5 1992
J. C. LANDON & ASSOC.
JOB ,# 143- 01.200
6' HIGH WOOD
STOCKADE FENCE
24.00'
ASPHALT
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♦- ONE WAY
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LANDSCAPE I � ,Q,fiS ACRE
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3300 S . FT
CURB TO REM VED
38 1 37 1 I)n
6' HIGH WOOD STOCKADE FENCE
EXISTING MEDIAN
li `r 33
LYNNE GARDENS
M.B. 19
PAGE 132
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A� PINE A5 53
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LINE
DIRECTION
DISTANCE
L1
S
89'21'25'
W
6.12'
L2
S
89*21'25' W
5.62'
L3
S
89'21'25'
W
18.67'
L 4
S
20'26' 46'
W
19.8 3'
L5
S
89'20 00'
W
24.60'
L6
N
60'38'35"
W
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CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
8.00'
4.19'
2.14'
4.14'
N
74'21'25"
E
30*00,00"
C2
8.00'
4.19'
2.14'
4.14'
S
75'38'35"
E
30'00'00"
C3
32.00'
16.76'
8.57'
16.56'
N
75'38'35- W
30'00'00"
C4
32.00'
16.76'
8.57'
16.56'
S
74'21'25-
W
30'00'00"
C5
50.00'
12.68'
6.37'
12.64'
S
83*24'15"
E
14'31'31"
C6
50.00'
12.09'
6.08'
12.06'
N
83'04'15-
W
13'51'31"
C7
59.00'
79.97'
47.49'
73.99'
S 51 "1 O'10"
E
77'39'410
C8
63.00'
111.82'
77.38'
97.71'
S
3830'33"
W
101'41'44"
C9
10.00'
15.71'
10.00'
14.14'
S
44'20'00"
W
90100'00'
C10
63.00'
5.64'
2.82'
5.64'
S
86'47'32"
W
05'07' -6'
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I I I I NOTE: ALL TREES TO BE PLANTED ARE 4" IN DIAMETER, (MEASURED AT BREAST HIEGHT, APPROX. Ma
4 1/2'), AND SHRUGS TO BE A MINIMUM OF 1' HIGH AT PLANTING SPACED 3' ON CENTER.
PLANT MATERIALS USED SHALL EQUAL THE STANDARDS FOR FLORIDA N0. 1 AS GIVEN IN "GRADES
AND STANDARDS FOR NURSERY PLANTS", STATE OF FLORIDA DEPARTMENT OF AGRICULTURE. H
ALL RETENTION AREAS TO BE FULLY SODDED. E
IZONTAL CONTROL PLAN T OF 8
ADDITIONAL NOTES
16 21 - EDGEWATER
17 - - -
22
18 r _ 23
19 24 - h.. w EDGEWATER
20
^ - -- -
PUMP STATION WILL BE DEDICATED TO AND
MAINTAINED 8Y THE CITY OF EDGEWATER
25
..,f.� •... '� 4F :J .^1 �l J` U1vwt •AIL- �C' `_ '
U.S.1 AND P013EPTS ROAD
27
26
2-
I
EXIST. 180 RCP \
INV. — 18.21
CONC SPLASH
THE DESIGN PROFESSIONAL WAIVES ANY
AND ALL RESPONSIBILITY AND LIABILITY FOR
PROBLEMS WHICH ARISE FROM FAILURE TO
FOLLOW THESE PLANS, SPECIFICATIONS AND
THE DESIGN INTENT THEY CONVEY, OR FOR
PROBLEMS WHICH ARISE FROM OTHERS' FAIL-
URE TO OBTAIN AND/OR FOLLOW THE DESIGN
" (DANCE WITH RESPECT
TO ANY ERRORS, OMISSIONS, INCONSISTEN-
CIES, AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
^10 LEFT TURN `,IVIJ VoRTH FActN�,
v >upT N� 2 5161v (�tM711 FA-(,it� �l
NOTE
STRIPPING ON ROBERTS ROAD A N D U. S. 1 T O
BE DONE IN ACCORDANCE "
FDOT ROADWAY DESIGN STANDARDS
L�L�C�L�'I�ID
EXISTING PROPOSED
25.61 SPOT ELEVATION
TOP OF BANK
DRAINAGE FLOW
/ STORM SEWER
180
000 MITERED END SECTION
N/A FINISH FLOOR F- 29.00
J TEST BORING N/A
T OVERHEAD TELEPHONE N/A
E OVERHEAD ELECTRIC N/A
LIMITS OF HEADER CURB
GENERA L= MCI FST
APO AND TREE INFORMATION BASED ON BOUNDARY AND TOPOGRAPHIC SURVEY
. LUCAS, P.L.S. #4165, Job #88 - 02 - 003, DATED 12/11/88.
ED IN FLOOD ZONE X PER FEMA PANEL # 120308 - 0002 C (ABOVE 500-YR FLOOD ZONE) .
D JL+K{SDIi,TION WETLANDS LOCATED ON SITE_.
STRIPING (DOUBLE -SIDE LINES) AND REQUIRED SIGNAGE INCLUDED WITH
NSTRUCON. STANDARD PARKING SPACE MARKINGS SHALL BE WHITE.
ACES SHALL BE PAINTED BLUE & WHITE.
OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTORS
Y TO DF_TFPVINE THE EXACT FIELD LOCATION OF THE EXISTING UTILITIES PRIOR TO
I IN THEIR
TCR SHALL NOTIFY THE UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION.
3"a U1IUTITES, INCLUDING ELECTRIC SLEEVES AND IRRIGATION LINES, MUST BE INSTALLED BEFORE
ACE ARE CONSTRUCTED.
IS TO BE TAKEN SO TREES TO BE SAVED REMAIN UNHARMED DURING CONSTRUCTION.
lON EDGE OF PAVEMENT RADII ARE 25' UNLESS OTHERWISE NOTED ON PLAN.
3LE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL
EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AND ADJACENT DRAINAGE SYSTEMS.
TENTS ARE TO CENTER OF STRUCTURES.
TION MUST CONFORM TO THE MINIMUM STANDARDS PER THE CITY OF EDGEWATER MUNICIPAL CODES.
VCIES BETWEEN THE ENGINEERING PLANS, ARCHITECTURAL PLANS, OR THE CITY OF EDGEWATER
)ES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO CONSTRUCTION.
VD SWALES ARE TO BE FULLY SODDED.
RE TO BE EXCAVATED PRIOR TO BEGINNING OTHER CONSTRUCTION ONSITE
STORMWATER RUNOFF DURING CONSTRUCTION.
)ITIONAL NOTES ABOVE
AND DRA INA GE
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MAR 0 5 1992
J. C. LANOON & ASSOC.
FUTURE WATER METER W/R.P.B.D.
EXISTING FIRE HYDRANT ASSEMBLY
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EXISTING MEDIAN U.S.HWY.,NO. 1
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PLAN VIEW
8' DIP —T
(20 LF CENTERED ON CONFLICT)
29' x 45' ERCP 1
I EL 18.40
8' (TYP)
r
EL 15.25
— — — EL 14.54
1
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- = 8' (rYP)
PROFILE VIEW
CONFLICT BOX -DETAIL
(BOX TO HAVE A GRATE INLET LID)
GRAPHIC SCALE
40 BO
( IN FEET )
1 inch = 40 ft.
QGGEGYID
FIRE HYDRANT ASSEMBLY
N/A
FIRE LINE
><j—
GATE VALVE
N/A
WATER SERVICE
WATER METER
—. -- — —
SANITARY SEWER
FORCEMAIN
— — —
SANITARY LATERIAL
I
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I
1.
THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY
J
I
TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THE VICINITY.
2.
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION.
3.
ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE ROADWAY BASE AND SURFACE ARE CONSTRUCTED.
4.
SPECIAL CARE IS TO BE TAKEN TO PROTECT TREES TO REMAIN DURING CONSTRUCTION.
I
5.
ALL PIPE LENGTHS ARE PLUS OR MINUS AND ARE MEASURED TO THE CENTER OF STRUCTURES.
6.
ALL WATER AND SANITARY SEWER LINES ARE TO BE PVC UNLESS OTHERWISE NOTED.
7.
SANITARY SEWER LINES PLACED WITH LESS THAN 18" MIN. VERTICAL SEPARATION CROSSING WATERLINES OR STORM
LINES SHALL HAVE 20 LF OF DUCTILE IRON SANITARY SEWER CENTERED ON THE CONFLICT OR CONCRETE ENCASED
I I
(SEEDETAIL)
I
8.
CONFLICTS OF WATER AND SANITARY / STORM SYSTEMS ARE TO BE RESOLVED BY ADJUSTING WATERLINES AS
NECESSARY.
I
9.
THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN CONNECTING PROPOSED STORM, SANITARY SEWER AND
L
WATER MAINS TO EXISITNG MAINS OR STRUCTURES.
' W
10.
THRUST BLOCKING MUST BE PROVIDED AT ALL POINTS OF FORCEMAIN DEFLECTION EQUAL TO OR GREATER THAN
>
11 1/4 DEGREES AND MUST MEET CITY SPECIFICATIONS.
1
11.
ANY DECREPENCIES BETWEEN THE ENGINEERING PLANS, ARCHITECTURAL PLANS, OR CITY OF EDGEWATER MUNICIPAL
W 0
CODES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO CONSTRUCTION.
j �
12.
PRIVATE FIRE MAIN SHALL BE CONNECTED TO MUNICIPAL 16" WATER MAIN ON ROBERTS ROAD, WHEN
U
I
13.
AVAILABLE.
FIRE LANES TO BE POSTED AND PAINTED IN ACCORDANCE WITH FL UNIFORM TRAFFIC CODE.
13U.
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THE DESIGN PROFESSIONAL WAIVES ANY
AND ALL RESPONSIBILITY AND LIABILITY FOR
PROBLEMS WHICH ARISE FROM FAILURE TO
FOLLOW THESE PLANS, SPECIFICATIONS AND
THE DESIGN INTENT THEY CONVEY, OR FOR
PROBLEMS WHICH ARISE FROM OTHERS' FAIL-
URE TO OBTAIN AND/OR FOLLOW THE DESIGN
PROFESSIONAL'S GUIDANCE WITH RESPECT
TO ANY ERRORS, OMISSIONS, INCONSISTEW
CIES, AMBIGUITIES OR CONFLICTS WHICH
ARE ALLEGED.
1 .5.5 1 -52 1 s1 1 � I I I I/
LYN N E GARDENS PLANS NOT VALID FOR CONSTRUCTION UNLESS SIGNED, DATED WA TER SANITARY SEWER PLAN
AND SEALED, WITH AN EMBOSSED SEAL BY A PROFESSIONAL
M.B. 19 ENGINEER REGISTERED IN THE STATE OF FLORIDA.
PAGE 132
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NORTHBOUND TRAFFIC
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SOUTHBOUND TRAFFIC
250' TAPER 200' R H
EXIST. EDGE OF PAVT. .,._ ---1U' T ...... 24.00
.87
3—QQ
4' SHOULDER
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X 24.0
X 22.5 X 22.5 � •
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NORTHBOUND TRAFFIC
24.00'
ASPHALT INSTALL "ONE-WAY"
\ SIGN � SOUTHBO D TRAFFIC _ (R6-1)
30
GRAPHIC SCALE
0 is 30 w
( IN MET )
I inch = 30 tL
EXISTING GRASSED SWALE MEDIAN
120
1L9 n CAD
PROPOSED
2' MINIMUM TYPE S-1 ASPHALTIC CONCRETE
SURFACE COURSE WITH 1" MINIMUM TYPE FC-1
OR FC-4 FRICTION COURSE
10 1 /2" COMPACTED LIMEROCK BASE (PRIMED) —
12" TYPE B STABILIZATION (LBR 40)
1" TYPE FC-1 OR FC-4 FRICTION COURSE
TO BE PAVED IN A SINGLE PASS WITH UPPER PAVT. LAYER
U.S. 1 WIDENING DETAIL
a
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EXIST.
18" RCP
INV =
18.21
CONC
SPLASH
EL. =
17.99 _
EXIST.
18"RCP
u INV = 18.16
UCONC SPLASH X 19.4 x 19.9 19.95
X 19.7 NO19.4 EL. = 18.06
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SIGN (R6-1)
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}F A- 2-51 A-2- 6, A-2-7, A- 4, A-5, A-6, A-7 AND A-8
ALUMINUM SKIMMER
(ATTACHMENTS AS NE PESSARY) -
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TYPE 1 ,' iNL_ET ur! WEIR L
SC ,L- i = 3.0
OUTFALL CONTROL STRUCTURE
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FRONT VIEW SIDE VIEW
CONCRETE FLUME
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DRIP LINE
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Z. rnf CON(.-JCrOR fNALL rARf s/(CIA[ CJRC Nor r0 ♦AA,Aar rortrx rNAf Awr r,
♦C Rf rAINCV,
S. NORoorS GAZArne THAN I. OrAmArf(•f fNALL ♦( Cttf uNtfrs OrN(RWISC
A//Ro Yea or rN! CNtrIN!(w.
�. rwlr woofs wt fN ,• O,A er(rrR OR LJROlR ROO rr THAT N((0 f0 ♦! CV! SHILL )f
CVf „r,r J,Iv CL(AH A.vO PA,N rCD wi r„ AP/Rovea rwrr /&vNl Nc CO✓/oVNO.
s NO a Arlw,ALJ sHALL or Sro Cw I,LrD AND A'O VNNCCCrSARr rt NICVCAR
;whore fNALL I( ALLO,rfO O✓CR ANI fR!! Roor1 Srrrew.
If. rrAr 'A ♦JRRICR OR rrP! ♦ DARRlCR r.VALL it CON:rR„Cr(o trNlN cALLID
ON PLANS on` As &Arcrca or for lNC,N(llf. ♦ARRtlRf sNALL ♦(
I•J/NrAINCO. IN RLACC ,I,IrIL RCYO✓AL Is DIRrCrra or rNe rNCtNrrv. -
_ r
1 Q �
�1 9
OQ
OQ. C,�° O`� SOD ENTIRE AREA
� 001Q,
�P5 � O��h
��Q �. �QO P�� �� yA
z`4 e GO Q,
Q�P `° �.
Ok �P ,�Cb' Q�r
Cb-
QRZ N ' O '` O �°q
0 4 �10. ? %
CO
'\
ro
Q
SHWL 14.4-
rrfA wPW/Pofllkv- F,`Clot PW1Aunion
fyAlrgrtto,u-rs ro, 2v ra.ers Fra. r
2 altA.OM. wood. 51e.�
! 11 (de/Ft_ Mon. 1 I _I if,,, Fobfk I to ��
r 6�0'- IJ rodernonre MIM :!
Sac. WS FCOr Sptc. l i.
tip f ►, rr Fdo, k
o to
;, P 6 , .
EL£VA TIOII SECTION
TYPE Ill SIL r FENCE
�pttandfbA! fb.rlktro � ,
Padtry rash r 10 Go. VIA. 1 P,o•xwd Pact ab.tlbA
Foal /Oplbno, fs e'01 of tree A Foxe featk � 2U', ' ICavo Ia.■Ie l4.
J'rjA. two. toovot. s/«d I I /roar Me- .0 A Sac. 466
- fir s0ac I
SECTION THRU POND AND OUTFALL
PROPOSED DRIVE EXISTING
PAVEMENT
2" TYPE S-1 ASPHALTIC CONCRETE
8' COMPACTED BASE
I,IMEROCK, SHELL OR CEMENTED COQUINA SHELL
COMPACTED TO 98% OF AASHTO T-180
12' COMPACTED SUBBASE
L BE 40, 'COMPACTED TO 98%
OF AASHTO T-180
PROPOSED DRIVEWAY CONNECTIONS ON ROBERTS ROAD
t _J3 LbdlFt. rlkL I j0• Los.
i ~r A ea,A a
I /
Typw A ; oxr f eMk
Fltler FoOfk f of Ctrderowett
T ,-wllA Sao 965 'co, S,. t fOrer fse.K
jj _ /P'N 111e: laA�rf M b.SAie "•
� I �: � �+ EsteeirsArt t::ael A,7arN,lt'r ;T
Sexy * COP" Al f a/xrt--
yf 1,lenf tfMe/ Sap., en1 SdU. Foerk
c / sotrb. SAOVII ! rM Raoul,...Wj or
-1 Soy ad9i _ _ so -loon 4es of rho sr•�.,,
JI I SpxukntA0nJ Celt 0I fs6fk re Jk
-- --1-
5•rM. _ - enWd !n rnr Contract unrr P, k.
fLfVAT10N SECTION F0' �•d N°r or 5tfa-. rA,
lbws, sin Fop A io otod for uroer ttto aw,cd -- uuI ►rk• ter SAd.d Sr, Fens. I If 1 4 AI \ - caoje Sen Places Br shNr I'd LWdv I " I - +• sex Ptaxa gy s,fw.w A,y tgMh,
TYPE IY SILT FENCE ro--two A•-v rM UPot,- r v. Can`sMf.a A" the Vr ffa" (,IV, os 8dal.
Type 2 Of type R - -
Ser faro. - -
sA fd
S�
►yye / Of Typ S SNt Foxe Pfe/erJ.bn
ArtkN Dikh 8b4eoa W.!j.
SILT FENCE APPLICATIONS
rb rt-! deploy In a -o►..f the s♦t foxes -# ad k o des■ ocrws y►rnwwv tkvkv
vwtorwurivs. Slit foxes off to 1e wad of waaod /actotkry and iWWOt bor,l.Ij
Wool of porA,x,alel Wt" a/ Wor
Sat fro,, i SX1 ft!-
Type If sort f ovo rT,. L S/1 /ertw
Abe& Spxlnp for ryp N eer/ TreeY firwoo '
to be 1n mwrdoce .11A CAvrrL Shadf
I of J a•rd MCA i uwkf4v
e/ dfol,ape stru+vres SAW r of J.
Of
PLAN &+u.
PLAY
i Roy!
-Peat
-, -
I 1
rA, rYM. R.00Aww-1oa - S'Typ�( I'All n. Rem+neasled J
A„Cho, Lar.er Srr VIM r r, rs (Shoat Pe, QNe,
AvAaf Top twos ra La .f was II,A z r, r'I rSlpi I„ a*,. AeCte' M" with r •r. rr ,'SWMt Pe, OPe
E LEVA rA W E LEVA r10N
4dbe,4f rH Saecll><a The .ue at lop„ 1 i S Ede Owelle,j steaN be ItaNled to /n.
oaertoald mnln,d !n rrd,t 1. 5Mer I c1 J. Fdu rw, Cv
TYPE II TYPE r
BARRIER FOR UNPAVED DITCHES
ft,rf Or rLO-10- a•-A..set ee rwrNtPOAr.+tae
-0-0 .alto■
BALED HAY OR STRAW
BARRIERS AND SILT FENCES
6m
Pane
ti
e.w.
,..� ......
,.
J or
Jam Nut Or Spol Weld With Single Washer Welded To Smooth Bor
Nui a Washer For Standard Structures Cx Nut 6 Washer On Threoded
Bar For Slondard Structures
MI 5 I" Dia.Plain Bars Or Approved
Ih Allernate
I� Y 4 ��
Dia. Ploin Bors T
Or Approve Allernate Half Woll I "
Thickne!r i� 7Min.
L Lodder Sholl Extend
From 2' above Floor Up
OPTIONAL BAR TYPES
PICTORIAL VIEW Note: Other ladder bars, otars ppeoring on
the DeporlmentQuolified
Products List "moy be used.
Insiallation shall be in
accordance with the ladder
bor monufoclurers recom -
mendalions .
LADDER BARS
FOR STRUCTURES OVER 5' IN DEPTH
F. DRIVE
20' PARKING - - --12 _ -- � 2 - 20' PARKING -- -
1 NOTE: CONTRACTOR TO SOD 3'
BEHIND EDGE OF PAVEMENT
OR APRON
1 4:1 SLOPE
Qw TO MEET
■ 8.. EXISTING t l
_ GROUND 6
8
MIN 7 _9-/,MIN, Si:M% _ -
102 FT / FT, 0.02FT /FT_ _ -_-__ - -- ---�
4:1 SLOPE TO MEET
/ EXISTING GROUND
4,1 SLOPE TO MEET /
EXISTING GROUND r
/ I" ASPHALTIC CONCRETE SURFACE I"ASPHALTIC CONCRETE SURFACE
COURSE (TYPE PC-3) COURSE (TYPE PC-3)
CB„ BASE COURSE (PRIMED)(98% T180) ALTJ 6"SOIL CEMENT BASE PRIMED
----9"SUB BASE (75F8.V.) (98%TI80) (50/50 BLEND, LIMEROCK/
LOCAL SOILS)
INTERIOR DRIVES 8k PARKING APRONS
PUBLIX LOADING AREAS 6' CONC. W/6x6 WWM 3000 PSI
4`min. Monolithic Slab If this paint is within. 4'
of existing joint, then
replace to joint
-
�,,,_y v-� r1 � Existing Concret e
1.
r r►T tt
- -
Compacted „W r�st� Class B Concrete
Backfili I-E3 min. Trench Width Ivl '-6miTt `Undisturbed Subgrode
Varies
CONCRETE REPLACEMENT
New Surface Course
6r` Replace Bose 6L
min_
2,tT It
I M
r
Replacement 8�se t W j
I Trench Width I-0
-0
.. , ■ • "--
2 T" (min. 8") Varies
Compacted Limer;Dck
or Shell
+ T= Thickness of Original Bcse
ASPHALT
�UndisIurcec
T
-- �' Existing Base
I
Compacted Lc a`,,.
REPLACEMENT
PAVEMENT PFPI ^r .I NT r,T!\ I1
DIMENSIONS & QUAN T I TIES _
p
X A
9
C
E
F
G
Al
N
GRA 1 E SIZES
CONCRETE (Cu. Yds. 1
SODDING (Sq. Yds. 1
Single
Pipe
Double
Pipe
Triple
Pipe
Ouicid
Pipe
Slondord
Weight Pipe
Extra
Strong Pipe
Single
Pipe
Double
Pipe
Triple
Pipe
Quad
Pipe
Single
Pipe
Double
Pipe
Triple
Pipe
Ouod
Pipe
/S' _
24'
2 -7'
2.2T'
4.09'
_6.J6'
T,4�'
4.OJ'
8_
/.22'
7.2/'
i•75'
9.79'
IZ37'
1.19'
-
_
z
T '--
- -- -
- - - -
0.40_
0,47_
0. 60
0.61
0.69
O.BO
L00 _
9
_ 11 _
12 -
/4
- IS
/8
2.J6'
_
5.
5.03'
9'
1.41'
-4.63'
10.56'
IJ.42'
1.21'
0.91 _
1.14
l0 _
N
_ n
i3 _
15
A
_l3
16
3' S'
2. 53'
1. l8' o
9.7r
7.03' o
_
-_ - it,
_
1.73'
_4.92'
5. 50'
8. 92' _
b, 3Y
12. J J'
15.75'
1. 25
0, 9b
t. 21
1.52
_
30'
4' J'
P.70'
9.25'
_
11.95'
.0 '
13'
/5'
2.00'
6.U9`
14_-W
18.83'
t.29
_ ,�_
- ,j'
_ 0.76
1_19
1.63
Z.07
i2
18 _
21 _
-2J
_ 21
24 -
2.87'
11. 3r O_
N,
n.03' O
2.24'
6.67'
0.75'
_
A6.83'
2l. 92'
!. JJ
0.89
1.46
1.82 _
2.05
2.63
/4
42'
6'.0'
J.OS'
13.57,
16.42'
1J. J'
f/'
Z.45'
2.b5'
2.83'
7.25'
IJ.25'
I4.58' _
16.08' _
?. 5U _.
19.25'
25.25'
1.38
2 -
2
- - -
- _- _
-3�r_
- 4'
-
LOS
2.57
3.34
15 _
19
27
48'
6' 9'
J.22'
15.43'
Id.bS'
201W
2J.1r
15.03'
17,03'
_
l9'
21' _
J
_
7.8J'
8.�2' -
9.00'
21.JJ'
2J,75'
28.OB
31.4e
f.12
T.�6
1.21
1.39
1.59
2.15
2.55
3.02
J.W
3.72
_ �.00
4,88
5.86
l6
-- i8
l9
ZI
_ 23
25
_21
_28 _
Jl
_JO
_ JJ
36
54'
60'
7' 8"
8` - i-
3.39'
-3. 56'
I1.49'
l9.55'
19.03'
J.00'
26. ta0
J4. 50
1. 0
-- 3= --
4,44
6.42' A 6.25' Wmensions permitted to allow use of 8'slandard pipe lengths.
0I0.40' O lU.10' Wmensions permitted to allow use of 12'51ondflyd pipe lengllts.
6 O Concrete slob soul/ be deepened to form bridge across crown or pipe. See section below.
Sod
Beveled Or Round Cotnerss
Grote i 1 1�`� ,
in
\9 O
I 1 1 rr
I I
b y>
r ,
I ;
>^---------- --
---- - - - - -- - --
i
O O
Fosle ter
Concrele Slob. 3' Tlriaf, Reinforced With Sod
W WF 6A6 - Wl. 4x W1.4 Nc
Varies
TOP VIEW -SINGLE PIPE
,-TOP OF SUB BASE
-REMOVE
CO,yT % * MATERIAL
\p� TO THIS LINE
DEPTH OF UNSUITABLE � %T77i�7/ SC(
MATERIAL TO BE MATERIAL (TO BE REMOVE F
DETERMINED BY SOILS (REPLACE WITH SUITABLE MATERIAL)/
TESTING LABORATORY // iL/��i //z�i
BOTTOM OF �f MATERIAL -�
it
PL AO E D E
51 L_ 'G N G
UNSU I TABLE MATERIAL REMOVAL LIMITS
3/4 I R. 1/4tf R.
1,
EDGE OF
PAVEMENT
3000 P S.I. _ -
CONCRETE
• v y
SEE SECTION 2 OF THE . .
TECHNICAL SPECIFICATIONS
FOR JOINT REQUIREMENTS
6 e�
CONCRETE HEADER
CURB
(POSITIVE GRADE TO COLLECTION AREA
/ A - DISTURBED EARTH
UPSLOPE TOE----) ,
A A
N
2 , 1 SLOPE
OR FLATTER) A C• EDGE OF CHANNEL S,DITCHES, SWALES,
ROADSIDE SLOPES, ETC.
PLAN VIEW
2 MINIMUM
EARTH DIKE -
I
I
2 o I SLOPE OR FLATTER ( TYP. )
�
EDGE OF CHANNELS,
m -DISTURBED EARTH
DITCHES , SWALES,
ROADSIDE SLOPES -
ETC . --->
`--7
SECTION
A -A
TEMPORARY EROSION CONTROL
DIVERSION BERM
TOP VIEW
TOP VIEW
?ick- Up
-sole
Non- Skid
Surf ace
2" Raised or
v10, - 30 0 0 P.'s Depressed
1 CIf
`DNCRE T 2'_ 1 Identification
if 1i23/8 Letter
- - - - - - - -- 3 -►
$ 3y
Dt
�/ 8 \1� 212*
q, SSECTION "k
P 6 0%tb - EXTRUDED CURB R I N Raised or
SAeef G eni vee
--fir!
�Derssed
q`-"'- BOTTOM VIEW deg tef cation
r�aR _= 0 R Ut
a M ONLY Number (Wt.)
IN O L}
C. - 8
;> MAR 0 5 1992 T_
v Concrete ` De
Connector
Soddle U%roll f fofre
- 2-
2' Not Less Than D y4 Bar- •t �O� *Slope[
No Pipe binf Permitted �6• 4' Sod To ( Pipe For Pipes 18' And Strloi/e, a
Unless Approved By The Engineer E 2d for Pipes 24' And Larger.
Paid for As Pipe Culvert F (pipe To Be Inckded Under Un;l PNee for Mile►ed End Section)
8 �• 2.
J. C. LANDON & ASSOC. SECTION COVER
STORM SEWER MANHOLE COVER
DOT INDEX NO 201 JANUARY 1983
0YW>-(f)
0 z 0
C�=
°'
NLIJ
�
I
O
�j
zV_
;
6W
Q
O
cn
°
lIJ
Lo
U
d
�
C
Y
U
z
V !
O
2:�
0
V
Q
zC
o
=_ LL
W
U
0 CC
Z W
::E P-
Q
of
of
o<
W
vJ
LLJ
��0
O
LIJ O
00 O
N
LIJ
LIJ
LLJ
0
I t I
W
V)
Q
l..L
SECTION
PA �//NG & DRA/NA GE DETA/L S
c Ce
}r Q � c0
A a- W �
Z
s CP
0't
c °r
L in
= 00
X
W v4
V
c W 0
LO
= _z0 ul
E❑❑❑ W rn�
1:100E]00
❑ ❑ ❑❑ 30
N
01:100 ��
S
H
E
E
T
OF 8
I!'
C:
N E
S
LA
�
E
-�
I
c
rc I
�
_� I sue• � •,Y
lip,
I6
3I
13
1�
t. w
�IURAGE
DETAIL OF ROBERTS_ RD WIDENING/STRIPING
ROBERTS ROAD
r Y
1T—T_ a.<- _ i�z , 1 � �I � �, - - .•:p _ `- ,
Type' D J r
G�{ILJJIlL� Ii�I{I ti I} . I 8 • 8 •� r Type E 4 -6 'c �`[ t -d
6,41�. 8•• 1 �•
PLAN •' l ;, fl g i - A ! • -- ' -
a " PLAN I z�r PLAN _—
a
AN PL
' f o S
4
+'. 5�• a !�_ :;rolr I -B n �. 1 9.,. a..
Eye Eve
See once, �i mate £ ' I `� _ Ir _� 'yfi! P+I�wF�rrSN II N
1 See Ir+dEx 20t
Eye 8a'fs
•\ 2 See 'vex 20! - [!. -------8• •$. - _ _
_
See hAea .'-tl - �_ --- - - - --
T-
y _ 3er3 I T11
NC �. a4 A,7r5 L-1r rsd�l•,rr. 8Vt►9m r: P J. A•". . r rae, Vo• -IJ.
o 12" Ctrs.
SECTION emirs STRUCTURE BOTTOM TYPE J FOF INLEjYP
TYPE C SECTION SECTJON SECTION
mme,^fie? wo..r -- Gipr: _;ia.
TYPE 0 TYPE E TYPE
n • . VC. I., Pe:Y3pwwrrdea Hgfirryfn! P:pt Ci:^: rn.- o; - .^'�'_ , • C•.!
• - ramm. •,.t. ��•-mym pe _
3''F" vart'zJ" F:pr ? 0' Nc4.24• PiDe t c4• yap GENERA NOTf r;
a" :" Wes•+'j6- a:�r 6^' °r, .
4 6' Aalt-42• Gape r Th r
°.<< es: -.•-� rr n,rbfa 8;cyc,e a^.•t peoesrr;r ',.k7q oM art ro be used +,,
mediats .-•rr -'rr• ;` t05 EUJ::'CI !C ;nf- 1rI• rra►r G-COAVS 'vt we row ra Ae ?kcfe
IN L E T S in ortps wrIf" ` 'ry heavy rheef k4KW9-
?, ln; e:. ,ad+pa!r •C' IS '•ll' :e. SrOUIJ :Y CAhsrr LA:40 .1".1 r3w9:s. where Jet,.:
M �. •' tc?-
W;rh SkItS. Slar•�- ,welt JoWted Mir�A rOuawa,
2� :.:w• � � � -a+!• uyr . A r r0 perttSlr �an3 I/XF'I ,•vr IrWRIfQDie StJf). Tr*
- - - trm ,er �¢ epl, •. s' r wan+odre 47 ;nier Iclk If, Slots /'el' be cons►2r. •ee-
N-c at either - tv tLb . n ✓CD.r- - ,7/vs.
af(r: , do INpa S ea. r•
i A ; F rA!JN (.RA'F rf'_ I_ _ . __ - - : - : •,.,. -.MC_ r _' r _ -- ='r - - tr r I r
f}tr_ •. x used •M ,•e- rn •'� !I>f ; "., '^e- catt Olt or Steil- NGreS May :e
i- -• _ f _ -. I I r j'. - -- -- - t - 'n rt4 r '•rc 5 t ' r • e ''J/+'_ I on1,C;P0-". Either ' JH ;rrn a
+w rr % etr 4+ •'•e se,n, �.
1 - _ i rrrW` d . a, SGS:r.a;h+ BRA r.�, A,+:-,-rap't v -7rt sFa- Fled av the N.Al. rIIII lAs Stet' .
Gray, I ` '
._ 1 f _ 'K•+ Q'DCC ti-f-'.Fite •'eM :d.Er (JF1riGa l::: •• `••! :rUif i /'Ia i
gFIIla +1py be _-lC, SS + e
-A-i�-
_ -r'= �_._� 7 • i I -- — I� - '' 4.GF71: r^u r-. f+he 17r1i�1'-r rfae
e e Pipe. Pipe s;te,
rise ,2n"P'ndN .,ss Nr.r._
rlgr
5. A .aJOS^, C,rne, 7nC rFQ rS r "GKre/t
a•a •newrer e.,
HA.',f SEC`'RN CAST IRON ,RATES - -- -
i i ♦ T. PVL b. Ti '?^+ lu .a U9.` i ...I�t � ...]Ut 5'Jf+ ! , _ ..•r ��n r ••r -• - ,
FYP' _
w'Itr: rrrn rr •,a p1C+1S i 'ral,•lrad r.- :'I ..a -. bra srpr rn els. i.:';
C �t A TF lur; ea ;n � - ..r. •..� •Ce •� r+S. GJ�rrr,es ; wo far rn(prrtv •'l_
CA,J T IRON GRATES L.. S � ^'erWb+e cror, cc,r-s-f,- -ei ''� e„s:• 'q inrars •��; tie i�ic for a, .t..• •r r.,
.F-7 cMl; 'o_,��n: ,nq5• iti• •,7 .My. .h�r�lreJ 'r, ., - •PS
s
_5 " Sco-• .
unit ;,- �Cr Sodi.' 7.r.
St.'[d` a-Tenfo.•I '.+_; jPc ':orr w
3.
T>-P-' C Ir 'Y'PE H cond DI TCH BO T TOM INLE TS
•ruigri' t ?• ,- i" "r�S 2'� -' ... r > iqn• Pars 2-+
Bars t-
,
TYPES Cr r D E & H
����
_65. ^G_ *agbI 'ft.. .,S At. :• 'We'gr-i .i - - , Ne;r�lh/ 3l5 -•g. D..-r�.n it '.a.ra wra. f ro e: �`
'�•^ - .+ri ,+..; Ara ..�,� '•j "io'- N' .. i0f'A• -.�.. .. ri [ 'nlP/5 .v A!''i[.: •','?. i
ST EE L GRA TES :r .., ., W, y tV,e
F,I<•.►.APpro.•a, ,/w a0 IOf 4 232
6• SERVICE LINE
C^ C
e JFT. (MINI
Cr. -- 3
- -
< r: C
O
BLDG n BE Nte
[W!J �
— LZ_
s
8 SEWER MAIN
co crl�
o - .c
~IU
= E-• _r
UxCC
_.
5-0' LENGTH OF SER
/ROTATE BEND AS REOCIPEOTO
BRING SERVICE RIPE INTO ALIGN- BENCS�
MENT WITH SERVICE 8RANCH
h BLDG.
BEND ` PLUG W
SERVICE WYE 6 SERVICE L;ME CcI
W/6 BRANCH 1/8" / FT (MI%l �—
LRECORD STATION OF
LATERAL FROM it OF
DOWNSTREAM MM FOR
PLAN RECORDDVAW404GS (TYP)
I I
- SL DIG
BLDG VARIES VARIES METHOC OF STAKING SEWER
r• +^ SERVICE BY SITE CONTRACTOR - C
PROPOSED rr'.
rW GRADE 2' a 4" SAKE
C)< Cn y I , PANTED GREEN ITYP) S6"
< c� ,
� O 6-0• OR LESS 6., MIN -� % �� �„ D,'JG
-- C
DLG
BENDS i
c�
O x s: 'sY \ `WATER MAIM UNOERDRAIN
� --UNDISTURBED SOIL
SEWER MAIN
Z r fi SERVICE LINE
N I/$" r FT
� � �-' �.,
SHALLOW �ONNECTIO
O
C �
"=-
NOTE CONTRACTORS REFER TO
U` C 'z -� -`
'--
SECTION 6 OF CONTRACT
= `� V
=
DOCUMENYS FOR UTILITY
X� '� E"' :,-
TIE-IN LOCATION MARKING ROADWAY METHOD CIF STAKING SEWER
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SPECIFICATIONS SERVICE BY SITE CONTRACTOR
�' s• �„ O '` D L_ �c+. '- iEQV!CE LENGTH CF SERVICE +AR:ES S-rJ
C ti pR.ES --f- BLDG
c '.. .ARI_E S_ I 1 C
/) 1 ■ 4 STAKE T.Pi
AG < ? = aarNFEC GFIEEN
L'ROPOSEC GRADEDr
j6
tov --z ;
PLUG /'`' -6MORE 6 M,N—/ i` -PLUG
• • � SENDS W
--4z� 9E N0
WATER MAIN/ UNDERDRAIN
UNDISTURBED
SOIL 1_ -6 SERVICE LINE
• VARIES - eh 4" MIN CLASS B CJNC ENCASEMENT
ENTIRE LENGTH OF WYE BRANCH POUR
CONIC AGAINST UNDISTURBED SIDE OF
TRENCH ■ BENDS ARE BE USED ONL`' IN
SITUATIONS WHERE CONFLICTS
DEEP CONNECTION CANNOT BE O'H£RWISE RESOLVED
SEWER SERVICE CONNECTION ASSEMBLY
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SQUARE 1
BOTTOM -
PERMITTED _ -
14L—
NOTE- MATCH -CROWN OF
SERVICE LINE WITH
CROWN OF MAIN.
PLAN
AT TERMINAL
STEEL
REINFORCEMENT
GROUT FILL
OPENING WITH
NON -SHRINK
MORTAR
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EXIST. 8' CONC. SIDEWALK
12' PROPOSED RIGHT TURN LANEN
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_ •� MIN,
f•
L
HALE PLAN
30 LAIII,
22 IA"
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24 1r,: 1 _�
SECT?GN
RING
PLAN
_ 23 3A"
I'
MFG.
BY
US
- _U'IORY 6 MFG -OPP
SECTION
N0.
186 W -rJ 165At �o,'EP
COVER
Z
EQUAL
SANITARY SEWER MANHOLE COVER
..� CID_�
•
A ?
B
BEND TEE
WYE
Edge of Crots Curt —
A-
,..� Trench
t:•:
Widt
+' •
V11
..
- -
A
Plug
6
B j .
Undistured
A
Soil
2 COURSES MIN.
TYPICAL SECTION TEE W/ PLUG
OFF- SET
4 COURSES MAX
CLAY BRICK TO
BE USED AS RISERS
TO AGJUST GRADE
OF CASTING.
Notes:
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I_ Pour thrust blocks against undisturbed material. Where trench wall
-CONCENTRIC CONE
has been dizturbed, excavate loose material
and Extend thrust
blocks to undisturbed materlol.
at SEE SECTION 6 OF
2_ On bends ar+d tees, extend thrust blocks full length
CONTRACT DOCUMENTS
FOR WALL THICKNESS
3. Place board in front of all plugs before
pouring thrust blocks.
4 In backfilling, any muck encountered shall
be removed and replaced
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NOTE DROP
/
with occeptable material
REQUIRED WHEN
.-" 2' OR OVER
5. No coupling or joints shall be covered with
concrete.
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(SEE DETAIL)
6 Sizes are based on 150 s.i
pressure ressure and
=
2000 lbs./sq. ft. soil bearing.
Concrete shelf bs class"B"'.
M �t
SQUARE FEET OF CONCRETE THRUST
BLOCKING
BEARING ON UNDISTURBED
MATERIAL
SECTION tIAIt— tA'I
PRECAST CONCRETE
SANITARY SEWER MANHOLE
NOTE � CONTRACTOR AND
SUPPLIERS REFER TO
SECTION 6 OF CONTRACT
DOCUMENTS FOR MAN-
HOLE SPECIFICATIONS .
DENOTES SURVEY LINE
PIPE SIZE
4.
6~
8�
10"
12"
14be
16"
20"
MARK A
1.5
3
6
9
12
16
20
22
MARK OB
1
2
4
5
8 —T
10
12
15
THRUST BLOCK
LICIT LINE
G
PLiG -
1
1
0 ,1
6" x 6 x 4" 44 C L D E G
45° WYE \
_M
4 x 3'-0" LENGTH
\
SLOT LINE
SINGLE SERVICE CONNECTION
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6 AKIN. CLAWS" CONCRETE
' ENCASEMENT AL-, AROUND
— 0. D VARIES
CONCRETE ENCASEMENT
ADJU
WHEN VALVI
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EASE ,ON I
DR ICK
GATE VALVE & BOX
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NOTE FIRE 11YDAAN'7- QUIPPED 0 iA
MAIN WITH A 5 - !/4 ' V,4-y E SEAT W ICI
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T'1
M,j >< Mix SWIVEL -EE MFG BY TYLE R :1 OE LU u1 if
NO.5-12= OR APPROJE�- EQUAL Q > co
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- � ! Fes-,
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61' MJ GATE VALVE R / W LINE 1 —1
I, CLAMPING RING (- 6' PVC (DR 18: :. O) 1 W Q V)
CD
Hid0 0 W
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• SERIES 1300 RESTRAINER "C-AMPING RING LLJ V
MFG. BY UNI - FLANGE CORP
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PLAN
BACK OF CURB OR
EDGE OF PAVEMENT
MAX, 5'
MIN. 4
STEAMER CONNECTION
TO FACE STREET --
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PROPOSED C) a
G R ADE --� _m -N
VALVE Box
Z a' 6" GATE VALVE
�D C I PLAN EL.'
_Ni I to 11 1 1 4
- t
R/W LINE
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/ UNDISTURBED -
/ MATERIAL
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\ 3-CU. F.T. q 15`x 15"x 6" C0NC. BLOCK
UNDISTURBED - GRAVEL
MATERIAL ELEVATION
FIRE HYDRANT ASSEMBLY
AN/TARY DETA/LS
FOR REVIEWONLY
MAR 0 5 1992
J. C. LAND'ON IS ASSOC.
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