HomeMy WebLinkAbout1999 - Construction PlansvlllvllVIVIVI I I I\1_UL.- VLLVf IVIL_IV I I- I\VUl_V I �
CITY COUNCIL
RUTH SULLIVIAN, MAYOR
i' LETTERS MARTHA WINNIGER, VICE MAYOR
1 SPACES LOUISE CARTWRIGHT, COUNCIL MEMBER
CHUCK NEUBERGER, COUNCIL MEMBER
LARRY PAUL, COUNCIL MEMBER i
THOMAS FRAME, CITY MANAGER
KATHRYN O'HALLORAN CITY CLERK
11/2" LETTERS FLORIDA DEPARTMENT
ENGINEER: 1"SPACES - F COMMUNITY AFFAIRS
CPA ENGINEERING INC N L
MA
I 3/4" PLYWOOD
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I 2 x 4 NAILER
BACK OF SIGN
IN LINE W/ POST
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TALLAHASSEE, FLORIDA' 96DB-1 E-10=40-02-006f ¢„
3 to
EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER ✓--- it)
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LETTERING FRONT VIEW FRONT VIEW SECTION VIEW
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GENERAL NOTES
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1, ALL UNSUITABLE MATERIALS ENCOUNTERED SHALL BE REMOVED AND REPLACED 13. AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF BREAKING 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL
WITH CLEAN FILL PRIOR TO COMPACTION, GROUND IN ANY AREA, CONTRACTOR SHALL NOTIFY THE DAMAGE CAUSED BY CONSTRUCTION AND SHALL RESTORE "
FOLLOWING: AND REPLACE ANY DAMAGED OR DISTURBED AREAS TO W
2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED EXCEPT
PRECONSTRUCTION :CONDITIONS AT NO ADDITIONAL COST.
WATER: INDIAN RIVER, COUNTY
LEGEND
{
D. E. P OR WATER MANAGEMENT DISTRICT PERMITS. CONTRACT SHALL
1840 25th. STREET 20. CONTRACTOR SHALL DISPOSE OF ANY AND ALL EXCESS
VERO BEACH, FL. 32960 W
OBTrA!N ; INDIAN RIVER COUNTY UTILITY PERMIT, SEBASTIAN CITY ROAD CUT PERMIT MR. B. McCLEAN (561) 770 5325 DIRT, DEBRIS AND OTHER MATERIALS AS DIRECTED BY ,
I H `
- INSTRUCTIONS TO REMOVE SHALL ALSO MEAN PROPER DISPOSAL w
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AND FP&L PERMIT. MR. B. MEAGER (561) 567 8000 (ROADS) W
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- 21. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
ROAD MODIFICATION AND PAVING
ACCEPTED INDUSTRY STANDARDS AND MATERIAL' AND ;' V
3. ALL MATERIAL SHALL BE. NEW UNLESS. OTHERWISE NOTED. z WORKMANSHIP SHALL BE TO THE HIGHEST STANDARDS ;; a
4. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3 000 PSI. ELECTRIC: FLORIDA .POWER &LIGHTS U
AVAILABLE. i
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• � 1050 BRANDON CIR �
PORT ST. LUCIE, 34952
5. CONSTRUCT SHALL MEAN FURNISH AND INSTALL. i _ 22. PIPE DEFLECTIONS HA NOT F
(561) 489 6254 E SHALL O EXCEED 80 % 0 : •, • • • ; '
MANUFACTURES RECOMMENDATIONS.
�.
6• ALL NEW AND RELOCATED WATER MAINS SHALL BE LOCATED AT LEAST TEN .FEET HORIZONTALLY FROM ALL �••� . •
SANITARY SEWERS, STORM SEWERS, FORCE MAINS, AND RECLAIMED WATER LINES CARRYING RECLAIMED ® .A j
3300 OKEECHOBEE ROAD p
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WATER FOR RESTRICTED PUBLIC ACCESS AREAS AND AT LEAST THREE FEET HORIZONTALLY FROM ALL 23. CONTRACTOR SHALL MAINTAIN A SET OF PLANS
FORT PIERCE, FL. 34947 w .:
RECLAIMED WATER LINES CARRYING RECLAIMED WATER FOR PUBLIC ACCESS AREAS. WITH ALL FIELD CHANGES MARKED THEREON AND
(561) 468-9973 to
7. IF THERE ARE ANY NEW OR RELOCATED WATER MAINS THAT CROSS ANY SANITARY SEWERS, STORM DELIVER TO ENGINEER UPON COMPLETION OF
SEWERS, FORCE MAINS, OR RECLAIMED WATER LINES, THE WATER MAINS CROSS ABOVE SUCH T.V. CABLE: FALCON CABLE CONSTRUCTION.
w PIPELINES WITH A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER P.O. BOX 780249
MAINS AND THE OUTSIDE OF SUCH PIPELINES, OR SUCH CROSSINGS ARE ARRANGED SO THAT ALL PIPE SEBASTIAN, FL. 32978 24. ALL PRACTICAL AND NECESSARY EFFORTS SHALL TAKEN PARKING LOT PAVING '
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JOINTS ARE EQUIDISTANCE. FROM THE POINT OF CROSSING NTH NO LESS THAN TEN FEET BETWEEN ANY (561) 589-3870 DURINGj.
TO CONTROL AND PREVENT EROSION
TWO JOINTS OR, ALTERNATIVELY, THE SANITARY SEWERS, STORM SEWERS, FORCE MAINS, AND
AND THE TRANSPORTATION OF SEDIMENT TO SURFACE M
RECLAIMED WATER LINES AT SUCH CROSSINGS ARE PLACED IN SLEEVES OR ENCASED IN CONCRETE TO STATE ROAD: FLORIDA D.O.T. DRAIN AN DRAINAGE
S D DR IN GE DITCHES.
OBTAIN THE EQUIVALENT OF THE TEN -FOOT SEPARATION BETWEEN JOINTS). DISTRICT 4 MAINTENANCE DEPARTMENT
T _
TELEPHONE: 305 486 1400 -
8. LOCATION OF EXISTING UTILITIES, INCLUDING WATER MAINS, ARE ( ) 25. DISCHARGE OF STORM WCONTRIBUTING ATER TO A VIOLATION
BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARING OF WATER QUALITY STANDARDS I . Q L S A DARDS N THE WATERS OF THE
PLANTS ;a
: THESE DRAWINGS. THE CONTRACTOR .SHALL FIELD VERIFY THE ACTUAL
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STAT WI N
• LOCATION OF ALL UTILITIES AND NOTIFY THE ENGINEER OF ANY E WILL NOT BE ALLOWED. IN THE -EVENT THAT i
•
_ DEVIATION FROM INFORMATION SHOWN ON THE CONSTRUCTION DRAWINGS. U.N.C.L.E. SUNSHINE EROSION CONTROLS ARE NECESSARY, HAY BALES AND SILT
OD OD
720 LAKE ELENOR, DR. BARRIERS SHALL BE USED.
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CONTRACTOR SHALL BE. RESPONSIBLE FOR COORDINATING WITH ALL AFFECTED
UTILITY OWNERS BEFORE CONSTRUCTION BEGINS. SUITE 220
ORLANDO, FL. 32809 ;
A UTILITY 800-432-4770
26. EXTREME CAUTION: ELECTRICAL DISTRIBUTION LINES MAY BE +
g, ALL U L TY SERVICE AND TRAFFIC SHALL BE MAINTAINED DURING CONSTRUCTION
PRESENT IN THE .AREA OF CONSTRUCTION. CONTRACTOR � �►
UNLESS APPROVAL TO DISRUPT IS OBTAINED FROM THE OWNER.
I SHALL CONTACT POWER COMPANY PRIOR TO CONSTRUCTION. LI I GH TI N G
E
ALSO, OVERHEAD POWER LINES ARE PRESENT AND EXTREME
r
- 14. A LATERAL SEPARATION OF 10 FEET SHALL BECAUTION
' SHALL BE USED WHEN WORKING NEAR POWER-
EXISTING UTILITIES SHOWN ARE
10. BASED ON BEST AVAILABLE MAINTAINED WHERE FEASIBLE BETWEEN THE WATER :. E LINES.
INFORMATION. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION: MAIN AND SEWER PIPES. IN CASE OF A CROSSING, A I
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THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY VERTICAL SEPARATION OF NOT. LESS THAT 18 INCHES L.
27. THE CONTRACTORS ATTENTION IS CALLED TO THE FACT THAT
t SIGNIFICANT DEVIATIONS ARE FOUND. REFER TO CONTRACT SHALL BE MAINTAINED. w I
THERE MAY BE SOME AREAS OF POSSIBLE UTILITY s REMOVE AN a i
. IT SHALL BE THE CONTRACTORS CONSTRUCTION DIRECTIONS o F
AND SPECIFICATIONS.
CONFLICTSDISPOSE......
RESPONSIBILITY TO LOCATE N C E AND PROTECT EXISTING UTILITIES o td
11. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, I
15. CONTRACTOR SHALL EMPLOY A QUALIFIED LANDSCAPER TO a N
ON THIS PROJECT.
• '' • • SHORING AND BRACING REQUIRED TO PROTECT AUGMENT THE LANDSCAPING PLAN AND MAKE RECOMMENDATIONS
ADJACENT STRUCTURE AND UTILITIES OR TO TO THE CITY AND ENGINEER AND OVERSEE COMPLETION OF PLAN w.
28. . ALL CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE .
MINIMIZE TRENCH WIDTH. ,
CHECKED BY THE CONTRACTOR WHO SHALL BE N W
12• THE CONTRACTOR SHALL PAY FOR ALL COSTS RESPONSIBLE FOR SAME. ANY DISCREPANCIES SHALL X 5.69
EXISTING ELEVATION ,
• NECESSARY TO RELOCATE, PROTECT, OR CONNECT'
IMMEDIATELY BE REPORTED TO THE ENGINEER PRIOR TO Z
TO AN EXISTING UTILITY, UNLESS OTHERWISE 17. ALL EXISTING FENCES, MAILBOXES, DRIVEWAYS, CONSTRUCTION OR WHEN FIRST ENCOUNTERED.
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NOTED. SIDEWALKS, SIGNS AND OTHER IMPROVEMENTS
4
WO
SHALL BE REPLACED TO PRECONSTRUCTION as
f 29. ALL UTILITY SERVICE AND TRAFFIC SHALL BE MAINTAINED , �a fi I
CONDITION IF DAMAGED. N
DURING CONSTRUCTION UNLESS APPROVAL TO DISRUPT IS za C; _1 I
OBTAINED FROM ENGINEER. X 5.69 - M Z I
C0 a MAINTENANCE F CONSTRUCT TO INDICATED ELEVATION
18. E CE 0 TRAFFIC WHEN WORKING IN ANY R.O.W.
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SHALL CONFORM TO FDOT PERMIT REQUIREMENTS AND 30. DEWATERING OF PERCHED WATER MAY BE REQUIRED a ,
GENERAL STANDARDS. CONTRACTOR SHALL INCLUDE DEWATERING IN PIPE AND a
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TRENCH PAY ITEMS.
i.: 31. ITEMS SUCH AS -PIPE- REMOVAL,- DEWATERING, -POLE- ,
RELOCATION, TESTING, ETC,, WHICH ARE NOT ON THE BID
SEBA9602 F
FORM SHALL BE CONSIDERED -INCIDENTAL AND SHALL BE ; CA, „ E
DATE; ` 6•-15-98 INCLUDED IN AN APPROPRIATE BID ITEM SUCH AS STORM
DRAWN BY: TLE3 PIPE.
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DRAWING INDEX
DWG. NO.
DESCRIPTION
1
COVER SHEET
2
INDEX SHEET - GENERAL NOTES - PROJECT SIGN
3A
SITE PLAN
3B
LANDSCAPE PLAN
4-11
INDIAN RIVER DR,, LIGHTING PLAN
E-1, E-2
ELECTRIC DETAIL
12-13
DETAIL SHEETS
i
86'�0 I �r S 491 I+�Ii
_ 1 -- APPROXIMATE LOCATION OF
WATER MAINS. COORDINATE
�O'__--.FD.IRC STAMPED - - - - - - - _ L.1,.,___k4gINV 3 C -
k C R ifs- - - MA H LINE�16 3 k 6 9 ONTR C --5� I SEES SHEET 5 WITH INDIAN RIVER COUNTY
S3 CONSTRUCT NEW CURB & •16 NCR FL FOR LOCATION
4,k6 0 ,
C A TOR SHALL
A LOCATE 30" STORM f _. 1 I c , I O
' k 6 4 GUTTER TYPE F AROUND k k �^ I I ❑ x
>>� � , k 60g SEWER 56,3
STATION TRANSITION TO MATCH 611 RADIUS OF ALL NEW STORM 26 ;
EXISTING CURB TYPICAL DRIVE TYPI ------------------------------------� -- '
S CAL �- 1�- :-tx I ��
- 4------ w BENCHMARK �
--------------k- -- --- ---- -- ______ _ ____ _ __------------------------------------------------------------------J'----------------------------------- - -;---- - ----- --------�-- --� _ �
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12+oa DISTANCE FROM EDGE S 48 `� 4 i `� + I I I p o
I, o OF PAVEMENT TO 13+00 ( �`
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sPR►NK ♦ 68'23'06"E 14+00 15+a0 iQi IFO. 0 T SPIKE"' i a a
LER HEAD _ _ 603.24 COLLIDGE ST, (80' R/W� > - ISTA. 6 4+a6.6s I °' I 5.60 _ ° (A
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DIS .� 6p b` 376.7' Plat 6. 7 RLS 39os i I ` A � RECORDDRAWING 1.53' EAST ' 1 5.32 .40 % I a375.78 Meas.,5 I51 I , a
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1 56 �8 2 v 6 56 k • 04 S• 61 4 51,5 SET IRC IN R I I . O k� of 00 rn .1,'VALL STAMPED 1 PARKING LOT AREA o N N
•�6 EXISTiNt; CITY 3
k RISER AND NEW k k ° ° Le 4844 k �}J I k 8
LIGHTING CONTRACTOR 6 4 6, 6 6 k k j ' INV. 2 cp cv a
1• 1• S ' 89 S 6 REMOVE 3 POLES k
. 6 ° 92 VEHICLE &TRAILER LANES CONSTRUCT NEW 8 yg s3� COORDINATE wJ FPkL t k `x
WILL BE DELINEATED AS k AND BELL SOvnt 01 k �, t
3� k k CURB & GUTTER
k CONSTRUCT CONC. k 4 ' 6159
SHOWN 1N DETAIL
6 �4 DRIVE TYPICAL 8 82 TYPE F (TYPICAL) REMOVE CONCRETE INLET O 1 k ;I I -+
k, / 2 'x14.5' CONC k) STRUCTURE REPLACE WITH I ,I -+
k '�l W '6STER FENCEAD >g X 6.63 k k k S FDOT TYPE * INLET AT L 5. t 1 k k It I ,^-� _
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k/ x .06 8 A 3 0 k ! j '' o PAINTED LI ES
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31 BY WHEEL BUMPERS O I '� , v,
TYPICAL PARKING Q
SOD PARKING
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DELINEATION, SEE [� Q k S 0'
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NOTE: k 8 k k k k { k 4 I I $ S 3 S
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RESOLUTION N0, R-91-11 2 I cn I I F•-
1" PVC CONDUIT i O { ,
W/3 #10 THHN Z, I I CON TRUCT z w
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PALM TREES ON NE Ik I I I
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PUMP HOUSE W
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1 1 ES P 2-SAT-SATIRRIGATION CONTROLLER, A8••
' SET IRC 0 ` i I Ik' I `? 4y(
M AND IRRIGATION INSTALLED BY STAMPED
4 44 I
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• k ATER �S MS 561 466��4 4 • < I
' $ 1 � �j k IA- I I 5.42
18 SS 6 8 �► 6 S 6 43 CONSTRUCT BOX TYPE
R 1 1 k e �s",p CHANNEL UNDER SIDEWALK 4,;I� I 22 a
k
9 � 1 I 5,
• REMOVE' &DISPOSE � 41 01 I
1 1 94 TO ALLOW DRAINAGE INV 5.0
OF POLES � ,
k
k 8 1 -f'RepesEB PVC k p1 A k 6 24 ( ) Q 1 k
k CONDUIT i4 �� Q i 'A•i t 1
CURB &SIDEWALK f't�btP-HB�E I Z Z +:
f 1 '
, CUTS PER FOOT CONTRACTOR 1 1 >S 1 k I t .14 n Q J
ADD -ALTERNATE k 1 O _ Q
SPECS (TYPICAL) SHALL REMOVE 1 I 6.8,3 I 'kj �
�' IRRIGATION SYSTEM a� �n, it err 1 lTff ITy nnr rn I 1 H
g D� 9 34 k 11 6 I I I I OC
CONSTRUCT J60 RELOCATE �y ► Q
L.F. OF SIDEWALK ,, y• a y• k ; I I m j L1J
F .IRC 4 g O CONCRETE �I 1Q k d o t PALM$ d A O It
_ - I S AMPED 8 POSTS .61, 4 k 6 6 � k k I I j �Ly I O
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_ 66+00 4 6� oo REPLACE F TYPE J
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FD. pK NAIL -�' _ C. S 2 EX/ T. EL 94 0 `I� I I WITH ORTH a
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DISTANCE FROM CENTERLINE I--------APPRO� -- -- OF WNI------------------- ----
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TO EDGE OF SIDEWALK � ' ' ASPHALT PARKING I �\\ ; I r_ 1-6
ASPHALT PARKING I ,P n 4
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NORTH AMERICAN 1927 DATUM
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Mani
t •�I
(CONCRETE WITH FIBERMESH I.
OF EQUIVALENTSTRENGTH
I
MAY BE USED N LIEU OF W.W.) 11" MECtAN WITH
TYPE A (FOOT)
SOD W DMRSED AREA 1 1/2' TYPE S-III
-S,W CUT EVERY 4' (TYPICAL)
ASPHALTIC CONCRETE SURFACE
.� 2 r
` EXPANSION JOINT EVERY 8' (TYPICAL) I M IN
?1
TYPICAL SIDEWALK DETAIL SALE
N.T.S. 12" STABILIZED SUB -GRADE (SHALL EXTEND 1' BEYOND EDGE OF BASE) 8' LIMEROCK BASE (SH
a
ALL CONCRETE SIDEWALK AND GUTTERS SHALL BE NOTE:
CONSTRUCTOR MAY UTILIZE EXISTING WEST'SIDE OF
• ' INSTALLED It. ACCORDANCE WITH DOT SPECIFICATIONS.
OLD ROAD AS PART OF 8=•3E FOR NEW RnAD.
USE S-11 TO ACHIEVE SLOFE THEN OVERLAY WITH
1-1/2" S-111
TYPICAL SECTION - NEW PAVEMENT
INDIAN RIVER DRiVE
I
N.T.S.
R.O.W.
DITCH WIDTH W + 1' 1-1/2" TYPE S-III I 1 1/2" TYPE S-III ASPHALTIC CONCRETE
i SURFACE REPLACEMENT ASPHALTIC CONCRETE e" LIMEROCK BASE (LBR100)(987 MAX DENSITY)(AASHTO T-180)
N EXISTING ASPHALT SURFACE I 12" STABILIZED SUBGRADE (LBR40 MIN)(987 MAX DENSITY (AAHTO T-180)
' ?I i3 •I *nf----mm It
IIII I �111I 1 MECHANICALLY saw ASPHALT ' Granville®Series Luminaire
i ° hi IIIII iII PRIOR TO DIGGING I
I ,;i III�I EXISTING BASE
I With 3 Decorative finial, eaf Style Housing DECORATIVE LAMP SHALL BE GRANVILLE SERIES
T11ii Maximum weight S Abe LUMINATRE
�IIT' 10" LIMEROCK EASE COMPACTED TO Maximum effective Projected area • 1.26 sq. ►t.
AS AVAILABLE FROM HOLOPTIANE LiGHTING:
SELECT BACKFILL CLEAN $AND) 12•. yuziEs 12' 98% OF MAX, DENSITYAASHTO T-180) SALES REP: 954-475-8072, R LOWE OR CUSTOMER
COMPACTED .TO 98% MAX. DENSITY MAx. MAx. „•
(AASHTO T 180) W o� SERVICE CENTER
-11'1
-_ -.
�r�-- FINIAL. 614-345-9631
.r• CLEAR PLASTIC -
CATALOGUE Ili OF SPECIFIED PRODUCT:
PAVEMENT REPAIR/UTILITY CROSSING '�
Ir1• -' REFLEcroRTINELASS R GV1A-175►1VI-11-24-L B-3-C /fir ,Orrec7i f Fras•r.. CA
✓yX �s •sk, Be 11,0S -
n,.. ... '/
I , � 1T.lrI• 111 S I� 6 rnr7Tn l k�Et (;ed .
t NOMINAL /SITSCREWI eOtH
TOP Alen NO Oka
HEIGHT !
.,
a -
T r III I Per A �clerlda�\ POLE SHALL BE CCLUMBU SERIES AS P.VAILABLE
DOi r TYPE flAlusr j FROM HOLOPTIANE
WWII, HOUSING - NOISING I D !1/i�I�n/� aJG�l� s , n
Psi/�s LIGHTING. COLUMBI'A SERIES ]4 HEIGHT 17
SIDEWALK EXISTING PAVEMENT �G BASE, &:-,AARc
t EDG OF PAVEMENT OR NEW DRIVE I A000a' A /li nl ► nu►.� a r<
E ";vicelcwf S7ZY�c• REINFORCED, ' BLACK POLYURETHANE WITiI
f a 1- -- -- 9 r r1i DIRECT BURIAL BASE
x: SOD 29: SLOFr S u 6nrlA lQe�tAlrt
".... S SOD I - -I-- Iry ovrsloE OIAA/ETER - 1 CATALOGUE Ili OF SPECIFIED PRODUCT:
( SLIPFInERTOACCEPTA �0/O nlaG) .
LI /
=� TENON r oo BY r TALL C-14/17-FRC-BK-i)BB
,'` i':. ,. -�:- 48DEfI1NGJt1E4S l4tl
facie a�nne 1 L i3
-.�_ J
'.4lUlT 1Y►! vOI TALE LEM STYLE TfNiyi 'OSa"OGGUI 4S(I"r Il • 1Mvol{ CAf7r+0 TOM E • EEACM
i0w f 20 . IN V011 LIST VMTN A 2 • sAONIE
AND GUTTER CROSS SECTION er�. • ter, L . 2Aevot T O-A TENON A . AS fret/rtp
EC ION IOG+ . lmwws tr . ',lot,
VOLT
Iwu IsowlsvNrs •e •aoVOLr-
�•.,Tr111wYN Yr . 1}0?0N2.041/ A v
l0cw . •oow w
vOLt wLrrrA►
Usw W 1401 AVIAt vn TN
23cw . 110ww )sw H/S 15eww/ -----
.vulrTYre 3 x3 O.D.
FELLSMERE, COOLIDGE STREETS INcaIA. aAln
i _ sfDN► . )I -NOS 1110V ONt 11 j 'r
,. AAND PARKIN Drr Al I i ' 4 1 /4
G LOT DRIVEWAYS. '°°"r ' I�Mf Ic , PP•LAL cLtAw ,� I „
a lew•»I Assry1,n,♦ hA71C I TO 5
�f..}. `:. .. IOONr • 100WHrf I • Ip3 TYPE to
110w . 1 -
Ir4 Sr>Av riv t+l TRI « 1S Iut10N
All CONCRETE CURB AND GUTTERS SHALL BE - IpO1Af • ro«lnr,"r orA+{ .. � $ n►(� I I
` �•i'.': :' 100"N . 100VY ►NIMIONI ♦1 013 IRn1Ut1ON -
f
INSTALLED IN ACCORDANCE WITH DOT SPECIFICATIONS. IION" ' Illww ' „ISr,ty I
I LOON • 200WMf-ANOF 7CTNt Q�STRA1u r�ON I ' I.
OPTIONS
I P . MOTECTM STARTFR FOR HPI Mr
a• I� 1 �
i
S'Nil(ruSwOFOR f2d 2.0 2//v0 f PI IN T 1 -
1!. l FIELD
I AlllDINOrU lfsIE01 I
OOVeLL UtINGP ll[D1N07LA U{r(DI F I U t
,¢u C"'AM121UT rNOTOCONTROLFOR 120VOL1 ItOCAtfOP1ACCESS.COVtR 11 I '
. lID INSFAILIO NOTl1LL-SIEO
GVIAPA2y2A`11Aa ►r•OrOCONTNOL POOR 2LIV2•W2tr-1 LOCAr p-_CISSCOVeA FitlO INSrAIItO
NOT too t13,t0
S�cifc�ii
i
1
GENERAL DESCRIP'SON
I:
FORMED TO FIT one„„ a
The krminaNl eon,<nH o11Mee mein corn
TAPERED BASE b,n,fl hDa$Ing, a reflector with agcl a . a d a prismatic
1optical I ass assembly
r�$
OPTICAL ASSE118LY f FLUTED
Ar - The opheal.f..mDly is or.ufa mood a thermal r I -
r
i 14 I I(
It+ reflslanl baosleuts ices reflector and II
g a �ehactor IAlth a , I
3 inch decontrve frital, mechanleally attached and Ij) iI
2 sealed to the lop glass reflector. The upper DoR� of ,I
Ihff System IneArpOnlas a series ofJ.1
na� 1/Ig prisms Ina1 I - -
redirect over SO A of the upward light n 1lTplhs conuollrp
r• I - Iefrector white blow" A fall up hl cart 41011 to •I
23 17" POLE l s �
dfdne Me traditional aCAm triage of IM litmrlaxe. iM
PEDISTAL BASE . lower Portion uses precisely molded retracting proms to I I
Control the distribution of Ignt to maRimue ulduabon,
I uniformity, and luminare spacing. Throe npw oq�cal-
»femblieE are wadable, designed for 1 5 lyf� III• IV,
L iI
snd V lighting distributions -
i
i BALLAST HOUSING
The ballast housing Contains the ballast rid other
A electrical eompoaents The housing is u 1 of 356 Copper
r F1 : • free aluminum alloy with a Ills" oat, we
pattern and if
designed to flow gracefully from a 4• • S' diameter I I
PLAN
1 •
- .. decorative poll The tepfeler will atcepl 3• high. 7.11e' .I I
PEDISTAL • r; ID live• O D Worland h uelMed ty to rhea head I
. t. ... ... _ s stainless steel 114.20 R V %at •Crew$ FO r Uniquey - II
GROUND designed stainless Steel spring dips end sed in a coast -"
polyvinyl cheOnds tleeVa and edlualed DylneR Mad H
d fu:nless steel 114.20 bons loCunly credit the optical 7 DIA.
,Slcmbty The housing is finished wen pglyesler powder
Es NOT NEEDED IF ..� 23" paint applied after a seven stage prelreatt"m pnootula
insure masrr"Irn durability ,�' I i
MOUNTED ON PAVED/ 3 1 /2"x4 3/4"
CONCRETE SURFACE I BALLAST x5 1/2"
I 1�
R 1 III \t
' ( e er to BIII,sI Dlla Sheet for fpecrlc o Nhng HANDHOLE n
• a i - characlenstla) 18 -
35 • 100 watt 120 von Mph Pressure SodiumIMPS) .;1, 1�1;1!`'
ballafls ere High Power Factor Reactor An other'
I' A HPS ballasts are High Power Factor Auto ransfomler
PROFILE type 17" DIA. �..6
NOTES:
SECTION A -A 115 watt Metal Halde (MH) binaSIS Its P'ak Lead
I' - .. .. - Aulolranslormer type TO and TOO well MN unfit are
available only North (t 2OV, 20eV. 24OV, 21" muNraD
;f 1. CONTRACTOR SHALL CONSTRUCT CONCRETE PEDISTAL FOR High Power Favor High Reactance ha ballast
DIRECT BURIAL POLE AS SPECIFIED BELOW. THIS PEDISTAL AN Mercury Vapor (MV)ballaslsare Hgh owerFactar
IS INTENDED TO PROTECT POLE FROM LAWN MOWING EQUIPMENT P Constant wattage Auldlranfformer(CWA Cope
AND WEEDEATERS. CONCRETE SHALL BE 3000 PSI. REFLECTOR I SOCKET ASSEMBLY
1
The renectorlsocaet assambty, no design to posn.:n me.
2. PEDISTAL SIJ,A.'_L BE 23" IN DIAMETER (POLE BASE IS 17 IN - specified tight IDLIrc.,I the Igh1 uMI.ror the ren.udr
DIAMETER). POLE BASE SHALL BE CENTERED ON PEDISTAL ULu3TINO i 4 „
WITH 3" DISTANCE FORM EDGE OF POLE BASE TO EDGE OF PEDISTAL.The Iomriairl It degree
listed m svelte. forpe 110CaI MI aI 8
a maairmrm a0 degree C amDlanl tempera care
Ir ••
INSTALLATION
12 x 12
CAB - . - Rater to the mftruction manual provlAed III NU • I LE
-70
lum.nare as to Inc speul•c melnod of wI g and ENTRANCE .
f �C; O N C R ETE PEDISTAL FOR DIRECT BURIAL POLE UNIaUE SOLUTIONS ORDER N0 maunl rig the lumma"e 24
I ( TYPE aRAVONG NO US•1�%_-
IN1110r1AVINGWSf(JAPPROVFD S"ALL Itcout ONE coulttit Ir4C.R:1111ON PoR 11 iT 1 �` 5 SQUARE
TN[ "Ate AVIL r0 1[ PtMiNgNl0 aT UN'OU( SOt UTIONS ON rift DADEA NO ILD AOUVI .. ++N,'r`' l+ N ■ x /�
11S A Uhn Of $IUTAA Of SIGN MAY at fu/.tND I1)T GNAT Ar7ER AppNOVAL I. rIQPII,F.'' 4]
CUSTONE A M""' r`NG ON►OlI O"Ot" I AN ANCHOR$0l T IT uP1 An PRINT TIN I Of V,P 01, TiONS SCALE. NONE
# SolPtR0WIT" EACH ANCHORSOLTOADeAtOIAAtCH pot t/ROvot0 A I
Q ['� OIVI ON OF HOLOPHANE DRAWN RAF
ii SEL ADC 7 rNls Pwwr rs TN! ►nDPE ATV Or UttiOUP SOIL AND IS IOAMO the)t Ct In 515 MCKINLEY AVENUE APP'D.
,7 ('gyp ArTURrr UPON of"A"O AND LOON r NO"' Is CoNDnION hur" Coal «or at usto - PO BOX J009
t- DATE: 5/4 /98 DIRECT1rORMOIRtCILYIN♦wATDETMutNMLToovatwIFAISTSAND ONLY DATE 08.09-93
/PiCON!cTIONCorr"I"ATemwP,/IIeINtOaTLINIOVFSolutRM7 NE ARK, ONTO 4]D55
DRAWN SY: TLe DIRECT BURIAL POLE
..
all
_ A
J '-ems
• j
•• . A
CURB
4'
3OD
PARxINc IANE
ALL EXTEND S' BEYOND EDGE OF ASPHALT)
I /y
TYIPiCAL SWALE CROSS SECTION
NTSI
ALL SCOPES .5i OR GREATE i
E/P
PAVEMENT SIDE
(SEE PAVING DETAIL THIS SHEET)
TYP CAL SECTION PARKING AREA
EAST OF INDIAN RIVER DRIVE
NT S
(CHANG
E ORDER 1)
CONCRETE PAVING 5"THICK. iAW DOT STANDARD SPECIFIC TION FOR SUBGRADE
ROAD AND BRIDGE CONSTRUCTION, SECTION 350-3.3. WITH 6e6 W.W MESH 12" STABILIZED SUBGRADE (LBR40 MIN)(987 MAX DENSITY (AAHTO T-180)
CONTRUCTOR SHALL SUBMIT PLAN OF LONGITUDINAL AND TRANSVERSE
JOINTS.
CONCRETE SHALL BE 3000 PSi. CONTROL JOINTS SHALL ALTERNATE BID:
BE NO MORE THEN 12.5 FEET APART. IN LIEU OF CONCRETE PARKING AND DRIVE LANES. ICONTRUCTOR SHALL BID.
1 1/2" TYPE S-III ASPHALTIC CONCRETE
8" LIMEROCK BASE (LBR10O)(987. MAX DENSITY)(AASHTO T-180)
12' STABILIZED SUBGRADE (LBR40 MIN)(987 MAX DENSITY (AAHTO T-180)
DIA.
C0 LUMB1 . ,� Series
-F-•t-�e�;'gtzrs s P o st
41" IK�Aia A.
ed Tapered Shaft, 17" Dia. Base
Specifications
DESCRIPTION " ..
The lighting post shall be molded ,of ;.
non -corrosive fibergloss-reinforced
composite. The shoft shall be tapered
and formed with 16 flutes seporoted by 13'
semi -flat ribs, and o classic teiered and SOD ANY
fluted base. T.O.B. EL. 5.0 DISTURBED AREAS
MATERIALS SOD
4� SOD ROAD
The post material sholl be non -corrosive
fibergloss-reinforced composite, formed t 31 , O T.0.13. EL. 5.0
true to the ott rn '
p e with complete detail. S SO -
AN hardwore shoal be tamper resistant 00 1.5 MAX. �;1
SUITABLE SAND
stainless ..steel. Anchor bolts -shall be .hot SOD ,q -
dipped golvanized. B CKFILL
EL. 3.5 a
DIMENSIONS -
SEASONAL HIGH WATER EL. 2.9
The post shall be x'-xx" in height with
a 17" diameter base. The post shall toper
from 7" above the base to o minimum of I
4.25" near the post top. An intergrol 3"
diometer tenon shall be provided at the
top for luminoire mounting. 1
INSTALLATION {
The post sholl be provided with four 1 /2"
diameter by 18 long L - type anchor NOT USED BY CHANGE ORDER 12
bolts to be instolled on 8.5' to 13.5" -
diameter bolt circle. A door shall be �•
provided in the base for securing anchor SEASONAL HIGH WATER 'TABLE. (SEE GEOTECH REPORT BORING)
bolts and wiring access.
FINISH NTS
The post shall be pigmented throughout
and finished in the some color as
specified. Each past shall be finished TYPICAL SWALE SECTION ALONG INDIAN DRIVE
with o weather resistant polyurethane p L
hoving o minimum dry film thickness of D ETW (EN COOLIDGE AND FELLSMERE STREETS.
1.5 mils. Color avoiloble ore block
BK , gray (GR), brown (BN), green
GN), bronze (8Z), silver (SI white
WH), and custom color (CC�
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h�•
h°
1
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CURB
4'
3OD
PARxINc IANE
ALL EXTEND S' BEYOND EDGE OF ASPHALT)
I /y
TYIPiCAL SWALE CROSS SECTION
NTSI
ALL SCOPES .5i OR GREATE i
E/P
PAVEMENT SIDE
(SEE PAVING DETAIL THIS SHEET)
TYP CAL SECTION PARKING AREA
EAST OF INDIAN RIVER DRIVE
NT S
(CHANG
E ORDER 1)
CONCRETE PAVING 5"THICK. iAW DOT STANDARD SPECIFIC TION FOR SUBGRADE
ROAD AND BRIDGE CONSTRUCTION, SECTION 350-3.3. WITH 6e6 W.W MESH 12" STABILIZED SUBGRADE (LBR40 MIN)(987 MAX DENSITY (AAHTO T-180)
CONTRUCTOR SHALL SUBMIT PLAN OF LONGITUDINAL AND TRANSVERSE
JOINTS.
CONCRETE SHALL BE 3000 PSi. CONTROL JOINTS SHALL ALTERNATE BID:
BE NO MORE THEN 12.5 FEET APART. IN LIEU OF CONCRETE PARKING AND DRIVE LANES. ICONTRUCTOR SHALL BID.
1 1/2" TYPE S-III ASPHALTIC CONCRETE
8" LIMEROCK BASE (LBR10O)(987. MAX DENSITY)(AASHTO T-180)
12' STABILIZED SUBGRADE (LBR40 MIN)(987 MAX DENSITY (AAHTO T-180)
DIA.
C0 LUMB1 . ,� Series
-F-•t-�e�;'gtzrs s P o st
41" IK�Aia A.
ed Tapered Shaft, 17" Dia. Base
Specifications
DESCRIPTION " ..
The lighting post shall be molded ,of ;.
non -corrosive fibergloss-reinforced
composite. The shoft shall be tapered
and formed with 16 flutes seporoted by 13'
semi -flat ribs, and o classic teiered and SOD ANY
fluted base. T.O.B. EL. 5.0 DISTURBED AREAS
MATERIALS SOD
4� SOD ROAD
The post material sholl be non -corrosive
fibergloss-reinforced composite, formed t 31 , O T.0.13. EL. 5.0
true to the ott rn '
p e with complete detail. S SO -
AN hardwore shoal be tamper resistant 00 1.5 MAX. �;1
SUITABLE SAND
stainless ..steel. Anchor bolts -shall be .hot SOD ,q -
dipped golvanized. B CKFILL
EL. 3.5 a
DIMENSIONS -
SEASONAL HIGH WATER EL. 2.9
The post shall be x'-xx" in height with
a 17" diameter base. The post shall toper
from 7" above the base to o minimum of I
4.25" near the post top. An intergrol 3"
diometer tenon shall be provided at the
top for luminoire mounting. 1
INSTALLATION {
The post sholl be provided with four 1 /2"
diameter by 18 long L - type anchor NOT USED BY CHANGE ORDER 12
bolts to be instolled on 8.5' to 13.5" -
diameter bolt circle. A door shall be �•
provided in the base for securing anchor SEASONAL HIGH WATER 'TABLE. (SEE GEOTECH REPORT BORING)
bolts and wiring access.
FINISH NTS
The post shall be pigmented throughout
and finished in the some color as
specified. Each past shall be finished TYPICAL SWALE SECTION ALONG INDIAN DRIVE
with o weather resistant polyurethane p L
hoving o minimum dry film thickness of D ETW (EN COOLIDGE AND FELLSMERE STREETS.
1.5 mils. Color avoiloble ore block
BK , gray (GR), brown (BN), green
GN), bronze (8Z), silver (SI white
WH), and custom color (CC�
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h�•
h°
1
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