A95-23; LUP95-28; 03-18-1999Q.
SPRING ENGINEERING, INC.
DRAINAGE CALCULATIONS - RATIONAL METHOD
PROJECT NAME DON OLSON TIRE & AUTO CENTEF 0 2-YEAR
PROJECT NUMBER 9345 0 3-YEAR
DESIGNER C. BRINKLEY 0 5-YEAR
DATE 01/22/99 0 10-YEAR
1 25-YEAR
TIME OF CONCENTRATION 0 50-YEAR
- - - -- - ------------------ - ------ - ---- - - -----
HIGH EL.= 54.6 T.O.C .................... 5.1 min.
LOW EL. = 53.0 IF LESS THAN 10 MIN, USE 10
DISTANCE= 186 INTENSITY ................ 8.46 in/hr
RUN-OFF COEFFICIENTS
EXISTING AC. PROPOSEC AC.
IMPERVIOUS 0.3670 IMPERVIOUS 0.6676
PERVIOUS 0.2335 PERVIOUS 0.1176
OTHER C= 0.40 0.3397 POND 0.1550
TOTAL 0.9402 OTHER C= 0.00 0.0000
C= 0.55 TOTAL 0.9402
C*A= 0.78
HISTORIC DISCHARGE {Q} C= 0.83
EXISTING RUN-OFF COEF. 0.55
INTENSITY .8.46 DISCHARGE {Q} = 4.34
SITE AREA / AC. 0.9402
DER TREATMENT VOLUME {17-25}
1ST-1/2" 0.9402 1 ST-3/4" 0.0000 1ST-1'' 0.0000
DURATION INTENSITY INFLOW DISCHARGE REQ.STOR
MIN. IN/HR CU.FT. CU.FT. CU.FT.
10 8.46 3957 2603 1354
15 7.25 5087 3905 1182
20 6.44 6019 5207 812
30 5.35 7510 7810 0
40 4.64 8678 10414 0
50 4.12 9630 13017 0
60 3.72 10427 15620 0
75 3.25 11411 19525 0
90 ' 2.90 12209 23430 0
105 2.62 12871 27335 0
120 2.39 13431 31241 0
135 2.20 13912 35146 0
150 2.04 14332 39051 0
_---SUMMARY----
REQUIRED ATTENUATION VOLUME r13 4ytll
C.U FT
REQUIRED DER RETENTION VOLUME q Li7?06 - / Z F;l
TOTAL REQUIRED VOLUME _z_: 060 CU FT=
, . 51~^ 1
i, h ~
~
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1 } Y
1 t ~ ~ ~ 1
~ ~ ~
~
} ~ `fi'r, - w ~ ~l ~ } Certified as a hue and con•ect copy. On February 11°i, ~
. 19991he Development Review Committee approved in d ' • ~j~;;'
' review a site plan for Don Olson Tire Tatal Car Care ~ r" ' i ' Q' •
11?itness my hand and the seal of the Development Q
• ~ Code Adminishator of the City of Clearwater, ' Flotilla on this 18°i day of March,1999. ~ ,
• ~ , ,
~s hr, ~ L`tII IIII 111111111 , r
f w I ~ 1 / UhC Cgarc~alo , I~a nir~nd I7e$eloiunent services { f~~ f~. <
E;,[ 11 1 • Cel•flhcnhm~~f~uh~tto~efolin~iyg: ~ r` ~1 ~ ''t~{
J ,
• ~ ~ r A licanf must~iMlt e e tie follorvin actions: ~ 1ia P C.? APFj SAL ~ _ a • ~ rt ;
. Y..• sl t a 1) Obtain the r~qulsd''buddmg permits willrin one (1) ~ µl F , ~ ~ -
• } year fiom the sde plan cedrficahlin date to prevent y ~ • I expilationoflhoslleplaneetilfienhon; ~,'r, ~j~ ~~6~~ssu,~d
' ~ ~ 2) Obtain the requisite certificate(s) of oeeupnncy s,
' within three (3) years of the site plan beliific~ation ~ll'rtriN,INtrv11 • ~ ~ ~ ~ to prevent expiration of the site plan cetiificatien;
L~ • and
3) Obtain review and permits for signs and ` ~ fencinglwalls through separate t•eview ad permitting
' ~ ~ procedures
i
Defm a the City can issue building Hermits, the
applicant must complete the following actions:
4) A landscape plar which meets or exceeds the
requirements of Section A2.27 bf the old Land i.":4 Development Code must be submitted to and ~ ••rt:
approved by Staff. ` •
13e1'ai•e the City can issue a Certificate of Occunvtcy
CLEARINAT' ,FLORIDA for the Prst buildinv,~ihe applicant must complete the
following actions:
5) Pay lire Transpm•tatinn Impact Pee (1'IP) as
called for by the Pinellas County Transportation
2021 SUNIVYDALE BLVD ~ Lnpact Fee Ordinurce wtllr assutance to r - v~. delenriining the fee from the Clearwater Traffic
Engineering 011ice (if applicable). s
Ainlicnut must complete the fellowiui! as
indicatcct:
O No Actions.
I
i
Location Maps e ~
Owner
TI .TITLE SHEET
DON OLSON TIRE AND AUTO CENTER 5~ ' ~S~ e -
n C1 EXISTING CON ®SITE P
2021 SUNNYDALE BLVD iern~ac~esl ^ ~ ~ ~
C2 PAVING,. NG AN[~ + APE P S SUNNYDALE BLVD c
CLEARWATER, FLORIDA 33765- StT 0 q NOTES CLEARWATER, FL
(813) 441-3727... DATE:
JANUARY 26, 1999
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Architect/Engineer ~=:L... TM L ' ST ~
SPRING ENGINEERING, INC. ~Y `
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3014 U.S. Highway 19 N. ~ ~ Q r ® ~
HOflday, Florida 34691 H"`~sTS ~ $ g
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SPRING ENGINEERING, I AHGH/TECTUHE - ENG/NEEH/NG -LAND PL 3014 U.S. HWY. 19, HOLIDAY, FL. (813) 938-
I I 1 D ~0 ~
PAIN
~1~ MAR I ~ 1999 1 TITLE SHEET
PLANNING & DEVELOPMENT
a SEAVlC~3
CITYOFCIEARWATER DESIGNED BY.
DRAWN BY: C.E.B.
CHECKED BY;
SCALE,
MAR 0 9 X99 JOB NUMBER
p
9545
SHEET THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT OF ; WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
d
N TE. PLANT LIST
G NERAL C NTRA T R E 0 C 0 SHALL SET-GRADE STAKESAND FIELD VERIFY THAT KEY.. COMMON NAME BOTANICAL NAME SIZE (MIN.)
NEW AND EXISTING GRADE' SLQPES WILL PR VI 0 DE ADEQUATE AND POSITIVE
STORMWATER DRAINAGE OF THE PROJECT' AREA, PR J 0 ECT ENGINEER S.E.I.) ST-A LIVE OAK QUERCUS VIRGINIANA 8' HT., 1 1/2" CAL., 4' SPREAD
SHALL BE NOTIFIED OF ANY PROBLEMS AND THE PROPOSED CORREC IVE SH-A SANDANKWA VIBURNUM VIBURNUM SUSPENSUM 3 Gal., 24" HT., ®36" O.C. 4
MEASURES FOLLOWED PRIOR TO FINAL GRADING. - GC-A BORDER GRASS LIRIOPE MUSCARI 1 Gal., ~ i6° O.C. ~
r SOD ST. AUGUSTINE fLORATAM SOD (2,100 S.f,) Z
O ~
SEED BAHIA GRASS SEED N . _ ~ ~ _ _ ~
INV. EL. .PLANT KEY SYMBOLS
5 z S UNNYDALE BLVD 60 SUNNYDALE BLVD.. 60 R W D (60' R/W)
51.0 TYP. C2 C2
~ ~ _ ~ SH-A - ~ - . . ~ ~ ST-A° (23 REQ'D)
o S892116 F S89214 S89°21'49"E (P) 541.07' (F) 540.70' (R ~
. 1 89 21 16 F S89 21 49 E P 541.07 F 4 :r.. ; Y.,...;, r,`. 5 0.70 R
- ~ - - - - - - - - ST- - - - - ~ K. , .00 A 53.0 53.0. - - TREES EXISTING (1 REQ'D)
~ > 2 51.Q „ „ ~ ~ ~ EXISTING 12 X18 HERCP STORM LINE .RELOCATED
3 C EXI STI N A . . ' `~1 Il,
G SPHALT PAVING ..EXI' I X..p...~~'.. .~.~.'X.' ~ ~.'.'.'.~.'.~.'.'..';~p-.' EXISTING STORM MANHOLE.. . 'fin - EXISTING ASPHALT PAVING-•
. , . _ I .
I h , RIM ELEV. - 54.10 I SHRUBS SH-A ~ (196 REQ'D) f a
I EX. E. INV. ELEV. = 50.73' . . . ........r . . » . , . r I .........N~w. ASPH.AET .P,AVIN.Q . NE.W..1.2 . RQP N.EW .1.2 :..RCP ~ I I + _ ' APPROVAL r
NEW W. INV. ELEV. = 50.73 . , , . w ~ ~
I I I , , ti , . 1 0 o
h ...........'r'. I I i . r . ~ C ~ , ~ + GROUND COVER GC-A ~I~I, (285 REQ'D) , ,DATE I
I , Q. . ,
......:ter'.' I I , .......'r'.' I I ~ I
o I I i I . o I o LANDSCAPE DATA
. e d~ ~ . SITE AREA = 40,956 S.F. DR 0,94 ACRES O
e Q ..:.......e, . '~q . A. ~ p . p .
Q VEHICULAR USE AREA = 31,696 S,F, ' INTERIOR LANDSCAPEING REQUIRED = 1,902 S,F,
I .~p d e.. . Q, 1#" . e. , ..4..,.d. ~ I i ~.e .
O a I I ~ ~ .a , ........:..".:'.`:'.~.R~f, CASED: ~ ,':F~ TREE . ~ , . q.. ~ I L~.. M - I I T INTERIOR LANDSCAPEING PROVIDED = 1,907 S.F.
h ~ ~ ~ I I ~ I ~ I ~ TRLES AND SHRUBS Ie ' ROADWAY -TREES 3 REQUIRED/4 PROVIDED
.4J n . .a a .a L ~j- ROADWAY SHRUBS 14 REQUIRED/45 PROVIDED
r- PERIMETER TREES 7 REQUIRED/10 PROVIDED '
I. ' p'..'..'......'.'.....'.'.`..:".4 SAW CUT EXISTING ~ I I . q ~ ...e... . ..e. p PERIMETER. SHRUBS. 55 REQUIRED/110 PROVIDED
a ~ .....a NEW .ASPH. PAVING ~ ~ . , . ,a I.... NEW. ASPHALT PAVING d- NEW A d' I & BASE , . NEW ASPHALT PAVING ~ ~ INTERIOR ISLAND TREES 10 REQUIRED/10 PROVIDED
I ...a......... ~ o~ I . . C~ I ....~..Q. .,.b.. I ~ INTERIOR ISLAND. SHRUBS 33 REQUIRED/41 PROVIDED ;
e.. a:.. a....~
I'~` a 0_ ~ INTERIOR ISLAND TREES... PROVIDED _ C9> NEW TREES &
.Q. ~ II 'e ..gib'. ~ ~ Ian ~ e / . a ° ~ (1) RELOCATED EXISTING PALM TREE ~ ,
.4 .e . , ...~.~a....4 .~.`E ISTING CONC 4 ` .'E ISTING CON( STING CONC 4 .
..'S~ABS ~ S li ~ "Q r,. `a~ CBS a W
~ .e'.:. O~ .e'. n.. I ...d. ~ I I e NOTE
L.L.. I e e.. I a e o~. . , o SLQPE 4.5% MAX. , . , . , . , . " ~ I j~ 1. SEE DRAWING "C3' FOR ADDITIONAL LANDSCAPE AND a'
',y . e 1 a ,a.. IRRIGATION NOTES; • . : °
4 .4:~.':::..' e EXISTING ASPH. PAVING' I 4e ~ .a. d. d ~ ..a, e TO REMAIN O d p
a ae~ 4 ~ ° . a e ® a d ~ ALL LANDSCAPE AREAS SHALL BE PROTECTED FROM a ,
o ~ I I' I .ti SECTION X-X d- ~ WASHING OUT BY USE DF VINYL LANDSCAPE EDGING, ~
~ X • 5 . ,
X EXISTING,COVERED AREA p C) i I I EXISTING COVERED AREA. I~ 18" R.
I O . , , , NEW ASPHALT PAVI . . EXISTI O : NG SLOPE AT 1.1.1 , EXISTING ASPHALT PAVING I W ~ ~ I ~ SUNNYDALE BLVD
Z Z • I . . . . . 4.5% MAX. FROM TOP OF CONC. r,, I I. , . L:. I CLEARWATER, FL.
SLAB TO EX. ASPHALT PAVING. O u
I I i..,._.....:.:. I ~ sH-A _ .,~ClA........ L P ASPHALT PAVING ~ - I - ~ SATE,
I SFt-~A . EDGE OF EXISTING ~ f ~ I z JANUARY 26, 1999
~ ~ i I X ~h I O EDGE OF E h . , ASPHALT PAVING . , : , -EDGE OF EXISTING I00 - - - _ - o
h o I I I I I ASPHALT f ~ EXISTING ASPHALT PAVING ~ , . ASPHALT PAVING I ~ ~ ~
, . , I I..'.' ' , ~ ~
1 NEW ASPHALT PAVING ST A ~ o~c ~
R 3,000 PSI CONCRETE I
~ I E I ( ~ ~ ~ ~ 1 REMOVE EXISTING.PAVING I . REMOVE EXISTING PAVING I p ~ ~ ~ _ rn
. A1~ . h AND/OR BASE AT ISLAND I I X AND/OR BASE AT ISLAND ~ 2 U
x.. h ~-EXISTING ASPHALT PAVING I~~~ SD' Q
y~• p . , . , o-- EXISTING .ASPHALT .PAVING--? sT. A . . ~ ~ .
RELOCATED. DUMPSTERS " ~ ~ ~ ~ RELOCATED DUMPSTERS ~ ~ ~ ~gRiFS ~ ~
o - - - - - - - ~ S~0 Z - - - - - p~ TYP,_ INV. ELEV. Z
~ -X o - - c,'~' p o » ~
58919 59 E F S89 21 49 P E o o , 9"E (P) 540.91' (F) 5:40.70' R - - = 51.00' ~ ~ o
S8919 59 E F S89 21 49 E P 540.91 F NEw sTORMwaTER POND 540.70 R ( ~ SADDLE 4 ~r q Q
'z
NEW STORMWATER POND
3,000 PSI: CONCRETE 6l, ~ ai
z 1#4 REBAR CONT.
° NOT ~ Z E. ° A / Z =
s WHERE NEW PAVING MEETS SCALES 1" = 30' _ SCALES 1° = 30'
EXISTING PAVING THE ELEV.' s~I.LO~ w
OF THE NEW P AVING .SHALL Z
MATCH THE EXISTING ELEV.
HEAVY O DUTY GRATE T EL 52.67 ) Q 5 M1 TERED END SECTI ~N z wo
(r~
~ ~ n V ~ NOT TO SCALE
i i p
INV. EL. = 50.80 i i ~ F „ ~ I I w r
BAF LE TYP. 6 ~ Q i i 3'-4" 3 -q ~ HOLE NEW TREE
2'-0" ~ ~ ~ T/WEIR EL. = 52.50'... 7
i i „ i i ~ BOT. WEIR 12 6 ;i / EL. = 52,36 RUBBER HOSE GUY WIRE(2 STRANDS-14 0 (r
0 0 ~ i . , GUAGE, TWISTED TIGHT).
I 3-2°x4° WOOD STAKES
TREE WRAP 4 ®12" O.C, E. W. 3" .CLEAN PINE BARK NEW SHRUB EQUALLY SPACED AROUND
N FIBERGLASS. 3" CLEAN PINE .(SIDES AND BOTTOM) BARK TREE-LENGTH AS REQ'D - - _ AMENDED SOIL.
~n SKIMMER . - AMENDED SOIL ~ y`- '
j ~ ~ Q ~ I - ~ ` ~
PLAN N 2" CLEAR TYPICAL ROOTBALL ROOTBALL
A A , 6,. 3,_ 0,. 6,. ~~`R~~a..~s.~c.~u. ,
FIBERGLASS ~ CUT CONTAINER & SPREAD ROOTS ~ BACKFILL W/ SOIL MIX(2/3/ TOPSOIL PAVING,. GRADING &
SKIMMER BACKFILL W SOIL MIX 2 3 ~ 1 -6 MIN. AND 1/3/ PEATMOSS) 6 DRAINAGE AND
/ ( ~ iv ~r ao TOPSOIL AND 1 /3/ PEA M SS) SUBGRADE MIN. LANDSCAPE PLAN.
x
3000 P.S.I. CONC. SUBGRAD E 1E DESIGNED `BY:
#4 BARS ®12" Q.C. 6X6, 10X10, W.W.M. , 1.7 WEIR OPENING
SECTION A-A 4 SHRUB DETAIL DRAWN BY: C.B: CHECKED BY:
PLAN n I~ SCALE: 1" _ 30'
1 / JOB NUMBER
C 9 9545
FLUME DETAIL ("~2-~ OUTFACE CONTROL STRUCTURE 3 TREE DET
DETAIL THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
C2 NOT TO SCALE C2 TO SCALE _ C2 NOT TO SCALE COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT OF 0`3
LE WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
~~j
< r,
v.~ ;rY
OTES GENERAL N
SEPA T 0 RA I N FOR WATER SEWER CONFLICTS TS o~
A• THE LOCATIONS, ELEVATIONS .AND DIMENSIONS OF .EXISTING UTILITIES, IN EXCESS OF THREE-AND-A-HALF (3 1 /2) FEET IN .HEIGHT. DURING. LAND STRUCTURES AND OTHER' FEATURES ARE SHOWN ACCORDING TO THE BEST ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO a
INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE REMOVE VEGETATION BY GRUBBING OR TO .PLACE SOIL DEPOSITS DEBRIS 1: SANITARY SEWERS,. FORCE MAINS AND STORM SEWERS SHOULD. ALWAYS ALWAYS ~
PLANS BUT DO NOT .PURPORT TO BE ABSOLUTELY, CORRECT. THE SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT CROSS UNDER WATER MAINS. .SANITARY. SEWERS, FORCE MAINS AND INS AND z 4 OVIDE A ~
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS,' ELEVATIONS AND OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A DIMENSIONS OF ALL EXISTING. UTILITIES, STRUCTURES AND OTHER FEATURES UNLESS OTHERWISE 'APPROVED BY THE LOCAL GOVERNMENT, ALL -TREE MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF IVERT OF ~
AFFECTING HIS WORK PRIOR TO BIDDING AND DEtERMINE THE EXACT ROOTS EXISTING WITHIN APPROVED'1MPROVEMENT 'AREAS AND ORIGfNATING THE UPPER PIPE AND THE CROWN OF THE LOWER. PIPE WHENEVER IENEVER ~
LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR FROM A PROTECTED TREE SHALL BE SEVERED -CLEAN AT THE LIMITS. OF THE POSSIBLE.
SHALL NOTIFY SUNSHINE: C~ (800)432-4770 MCPWD & UTILITY COMPANIES IN PRESERVED AREA. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE AREA AT LEAST 48 .HOURS. BEFORE COMMENCING WORK. REPAIR AND THE PROVI510NS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST tS MUST
REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, (STANCE, k
WORK SHALL BE RESTORED _TO A CONDITION EQUAL TO OR BETTER THAN STANDARDS; BOTH THE SEWER AND THE WATER. MAIN.SHALL'BE CONSTRUCTED OF TED OF ~
EXISTED BEFORE COMMENCING CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED. DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT. LENGTHS OF BY THE PLANS. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND N0 L. GRADING AND BACKFILL: THE GRADING SHOWN ON THESE PLANS IS DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET GTHS OF 10 FEET
EXTRA COMPENSATION TO BE ALLOWED. INTENDED TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 (THIN 20 a
THE .CONTRACTOR IS EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE. FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY ANICALLY `
B: ALL WORK SHALL BE LEFT IN SUCH A MANNER THAT IT 15 SAFE TO THE p051TIVE DRAINAGE 1N ALL AREAS THROUGHOUT THE -SITE, SMOOTH RESTRAINED. A' MINIMUM VERTICAL CLEARENCE OF 6 INCHES MUST BE PUBLIC. THE CONTRACTOR .SHALL MAINTAIN .TRAFFIC AT` ALL TIMES. SIGNS TRANSITIONS .SHALL BE PROVIDED BETWEEN CONTOURS' OR SPOT MAINTAINED AT THE CROSSING,' 1UST BE
AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING
PRACTICES; REFERENCE F.D.O.T; INDEXES 600 THROUGH 650 AND 17349 PER INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY :AFTER .FINAL ' ~ i G OVER ~
ROADWAY AND TRAFFIC DESIGN STANDARDS .LATEST EDITION OF D.C. INDEXES.. WHERE THERE -IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER GRADING .HAS BEEN COMPLETED. CONTRACTOR TO GRADE PROPERTY. 50 THE WATER" MAIN, THE CRITERIA FOR MINIMUM SEPARATION -0F 18 100 THROUGH 116• THERE WILL. BE NO ON-SITE BURNING. THAT GRADING MEETS ADJACENT PROPERTY AND RIGHT - OF -WAY INCHES BETWEEN LINES AND ` 10 FEET BETWEEN JOINTS SHALL BE -0F 18 4 a
ELEVATIONS. CONTRACTOR SHALL. NOTIFY THE OWNER AND SEI PRIOR TO REQUIRED. SHALL BE ~ ,
C. CONTRACTOR SHALL PROVIDE AS-BUILTS (REPRODUCIBLE. MYLAR & 5 SETS OF DEMOBILIZATION OF GRADING EQUIPMENT TO bETERMINE THAT. THE APPROVAL ~ ;
PRINTS SIGNED & SEALED BY SURVEYOR) TO S.E.L AS-BUILTS TO MEET_ REQ'M'TS GRADING INTENT HAS BEEN ACHIEVED. ALL FILL MATERIAL SHALL 01 BE S L ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS OF MANATEE CTY HEALTH DEPT. & PUBLIC WORKS DEPT. MIN. TECHNICAL STDS OR SOIL-ROCK .MIXTURE WHICH IS FREE FROM ORGANIC.. MATTER AND OTHER AND THE WATER. "MAIN PIPE. JOINTS ARE E UIDISTANT FR M TH P JOINTS , a. ~f~.
AND FDEP. CONTRACTOR SHALL PROCESS AS-BUILTS THROUGH MANATEE CTY Q 0 E DINT DELETERIOUS SUBSTANCE. IT SHALL BE PREDOMINATELY GRANULAR WITH OF CROSSING (PIPES CENTERED ON THE CROSSING). E .POINT ~ r~ DATE
PLANNING, PERMITTING AND INSPECTIONS DEPARTMENT. AS-BUILTS TO BE A MAXIMUM PARTICLE SIZE OF TWO INCHES AND A PLASTICITY INDEX OF 12 ,`G
CERTIFIED TO OWNER, APPROPRIATE GOVERNMENTAL AGENCIES AND TO SPRING OR LESS. ALL BACKFIIL WITHIN THE ROADWAY OVER ANY PIPE THAT 15 TO WHERE A NEW PIPE CONFLICTS. WITH. AN EXISTING PIPE, THE NEW PIPE EW PIPE -TALL BE
ENGINEERING INC. BE INSTALLED UNDER-THE ROADWAY OR WITHIN EMBANKMENTS; ETC. IS TO SHALL BE CONSTRUCTED ' OF` DIP. AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE.
D. A SURVEYOR SHALL DO ALL BUILDING LAYOUT CURB & ROADWAY AND GRADE BE COMPACTED TO 100% OF MAXIMUM DENSITY AS .DETERMINED BY AASHTO ' AND PER F.D.O•T. SPECIFICATIONS, SECTION 125.8.3, LATEST EDITION.
STAKING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN .THE FIELD • AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING 2. A INIMUM 10 FOOT " HOR
W K TH NTRA T R SHAL CONTACT THE ENGINEER'S .OFFICE M, DRAINAGE: ALL DRAINAGE .STRUCTURES MUST BE CONSTRUCTED PER M IZONTAL SEPARATION SHALL BE MAINTAINED ANY OR E CO C 0 L FLORIDA DEPARTMENT -0F TRANSPORTATION ROAD DESIGN STANDARDS. BETWEEN ANY TYPE OF'SEWER & WATER MAIN IN PARALLEL .INSTALLATION 4AINTAINED ~TALLATION
fMMEDIATELY ON ANY CONFLICTS. ARISING DURING CONSTRUCTION OF -ANY MITERED END SECTION. AS PER D.O,T. INDEX N0. 272 AND N0. 273; ALL WHENEVER POSSIBLE.
IMPROVEMENTS SHOWN ON THESE DRAWINGS. IT SHALL BE THE PIPE LENGTHS ARE PLUS OR' MINUS AND MEASUREMENTS ARE TO THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH THE ENGINEER. FOR
P F TH P NS• CENTER OF STRUCTURES. .OWNER .SHALL MAINTAIN RETENTION AREAS. IN CASES WHERE IT IS NOT .POSSIBLE TO MAINTAIN 10-FOOT HORIZONTAL MAKING ANY AND ALL REQUIRED INTER RETATIONS 0 E LA SEPARATION THE WATER MAIN MUST. BE LAID IN A SEPARATE TRENCH OR ORIZONTAL
HOWEVER, .THIS IN NO WAY RELIEVES THE CONTRACTOR OF HIS 'ENCH OR OF THE ` Q .
RESPONSIBILITY FOR CONSTRUCTING THE PROJECT TO ACCOMPLISH THE ON AN UNDISTURBED EARTH SHELF LOCATED. ON ONE SIDE OF THE IN NT OF THE PLANS. ALL ELEVATIONS REFER TO NATIONAL GEODETIC N. PAVING, ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT, THE BOTTOM OF TE SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION THE. WATER MAIN IS AT ]TTOM OF
VERTICAL DATUM OF 1929. MEAN SEA LEVEL = 0.00. LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. fHE SEWER.
SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTH TRANSITION WITH NO BREAKS IN GRADE AND NO STEEP OR REVERSE CROSS
E. PERMITS: NO CONSTRUCTION SHALL COMMENCE UNTIL ALL APPLICABLE S P S. AT APPR ACHES TO ND N R TH WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 CE -0F 18
PERMITS HAVE BEEN APPROVED. ARIGHT-OF-WAY USE PERMIT IS REQUIRED LO E 0 A I TE SECTIONS WI EXISTING GRADES, INCHES IN PARALLEL INSTALLATIONS THE WATER MAIN SHALL BE TIN. IT MAY' BE NECESSARY .AND ADVISABLE TO MAKE MINOR. LOCAL FIELD CONSTRUCTED OF DIP AN T PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY WI H ADJUSTMENTS TO ACCOMPLISH THE PURPOSES OUTLINED. IT IS THE D HE SEWER OR THE FORCE MAIN SHALL BE HALL BE SHALL BE
THE RIGHT-OF-WAY, AND NO IRRIGATION .SYSTEM OR LANDSCAPING SHALL CONSTRUCTED OF DIP WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. CONTRACTORS RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE. AND SEI
BE INSTALLED IN ANY PUBLIC RIGHT-OF-WAY WITHOUT ISSUANCE OF THE WATER MAIN `SHOULD ALWAYS. BE ABOVE THE SEWER. JOINTS ON THE SON THE
APPROPRIATE PERMIT.. ALL PROPOSED SIGNS MUST BE APPLIED FOR SHALL BE CONSULTED SO THAT WE MAY MAKE ANY AND ALL REQUIRED WATER .MAIN SHAL BE INTERPRETATIONS- OF THE PLANS OR GIVE. SUPPLEMENTARY INSTRUCTIONS l LOCATED AS FAR APART AS POSSIBLE FROM JOINTS APPROVED AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). QOM JOINTS
ULTIMATELY APPROVED SITE PLAN' APPROVAL OF THIS SITE PLAN DOES NOT TO ACCOMPLISH .THE INTENT OF THE PLANS. ASPHALTIC CONCRETE TYPE ' S-1, SHALL CONFORM TO THE FLORIDA'DEPARTMENT OF TRANSPORTATION
CONSTITUTE APPROVAL OF .ANY SIGN: 3. ALL DIP SHALL BE CLASS 50 OR NIGHER. ADEQUATE PROTECTIVE MEASURES STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST 'E MEASURES .
AGAINST. CORROSION :SHALL 8E AS REQUIRED BY THE PERMITTING .UTILITIES EDITION,. FOR MATERIALS AND. METHOD OF CONSTRUCTION. ALL ROADWAY F. STRIPING: HANDICAPPED PARKING SPACES WILL BE PROPERLY SIGNED AND DEPARTMENT. IG .UTILITIES
STRIPED IN ACCORDANCE WITH FLORIDA .STATUTE 316, THE MANUAL ON BASES .SHALL. BE PRIMED AND, IF REQUIRED, A TACK COAT SHALL BE
UNIFORM. TRAFFIC CONTROL DEVICES OR OTHER APPLICABLE STANDARDS. APPLIED. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM ' TO THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
ALL ON-SITE PARKING SPACES SHALL BE STRIPED AND SIGNED IN SPECIFICATIONS FOR ROAD AND .BRIDGE: CONSTRUCTION, LATEST EDITION. ACCORDANCE WITH THE... MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, TEST REPORTS FOR SUBGRADE BASE ASPHALT AND BASE CORE AND
LATEST EDITION. PARKING .SPACES, DIRECTIONAL ARROWS, AND STOP BARS '
SHALL BE STRIPED IN ..WHITE IT SHALL BE THE OWNER DEVELOPERS CONCRETE SHALL BE SUBMITTED. TO THE ENGINEER OF RECORD .FOR REVIEW / AND APPROVAL. SEE SPECIFICATIONS FOR SPECIFIC TESTING REQUIREMENTS.
RESPONSIBILITY TO PROPERLY SIGN AND. STRIPE THE SITE..IN ACCORDANCE
WITH APPLICABLE STANDARDS. 0. LANDSCAPING: .ALL PLANT MATERIALS USED SHALL .CONFORM TO THE
.STANDARDS FOR FLORIDA N0. 1 OR :BETTER AS' GIVEN IN GRADES AND G. CONCRETE: CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000
PSI AT 28 DAYS. PORTLAND CEMENT SHALL .CONFORM TO ASTM.C150. STANDARDS. FOR NURSERY.. PLANTS, PART I, .1963 AND PART If, STATE OF
T A F R RI A CONFORM ~ FLORIDA DEPT. OF AGRICULTURE, .TALLAHASSEE... ALL PLANT MATERIAL .WILL AGGREGA E SH LL CON ORM TO ASTM C33. WI E FAB C SH LL TO ASTM A185. READY. MIXED CONCRETE .SHALL CONFORM TO ASTM.C-94. BE GUARANTEED FOR ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY
SIX INCH MESH 10 GAUGE. WIRE FABRIC SHALL BE USED. IN SLABS THICKER ARCHITECT. PLANTS AND TREES ARE LOCATED BY SCALING OFF PLANS. ` ~ ' SUNNYDALE BLVD.
THAN FOUR INCHES.. STANDARD THICKNESS SHALL BE FOUR INCHES, INSTALLER SHALL INSPECT SITE PRIOR TO ` BEGINNING.. PLANTING GLEARWAT R F E L.
EXCEPT AT DRIVEWAYS WHERE THE THICKNESS SHALL BE SIX INCHES. OPERATIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES, INSTALLER SHALL IMMEDIATELY NOTIFY ARCHITECT. IF ANY CONELI~TS OCCUR BETWEEN SURFACES SHALL BE FREE FROM TROWEL OR MACHINE MARKS. SURFACE DATE:
VA T H NOT EXCEED 1 4 INCH UNDER A 10 FOOT STRAIGHTEDGE. PROPOSED LOCATION -0F TREES CALLED FOR -0N THE PLANS AND ANY RIA IONS SALL / JANUARY 26, ;1999
EDGE OF SLABS SHALL HAVE A SMOOTH FINISH. SIDEWALKS SHALL HAVE UNDERGROUND .UTILITIES OR SUBSURFACE STRUCTURES• INSTALLER SHALL •
A BROOM FINISH. NOTIFY ARCHITECT OF ANY CONDITION THAT WOULD PREVENT THE HEALTHY GROWTH OF PLANT SPECIES CALLED FOR ON THESE PLANS PRIOR TO
I ITI ~ ND R ROUND UTILITIES MUST BE INSTALL FOR BASE CONTRACT AWARD. ALL' LANDSCAPE AREAS AND GRADED SWALES:ARE TO H• UT L ES• .ALL U E G ED BE E
AND SURFACE COURSES ARE CONSTRUCTED. SITE CONTRACTOR IS BE SODDED WITH FLORATAM UNLESS NOTED OTHERWISE: THE GROUND IS TO BE PROPERLY PREPARED AND. FERTILIZED PRIOR TO LAYING SOD. THERE W ~ ~
RESPONSIBLE .FOR INSTALLING ALL UTILITIES IN ACCORDANCE WITH LOCAL CODES WHETHER INDICATED ON THE, PLANS. OR NOT. CHECK WITH THE SHALL BE A CRISP LINE SEPARATING. PLANT BEDS FROM ALL SOD AREAS. r-
' SOD TO BE STAKED AS NECESSARY TO PREVENT .EROSION. CONTRACTOR LOCAL GOVERNMENT PRIOR TO BID SUBMISSION. THE CONTRACTOR SHALL I
.TAKE ALL NECESSARY MEASURES TO MINIMIZE INTERRUPTIONS OF EXISTING TO SOD ALL DISTURBED AREAS DUE TO PROPOSED CONSTRUCTION. MULCH
UTILITY SERVICE DURING CONSTRUCTION AND CONNECTION OF PROPOSED TO BE 100% SHREDDED CYPRESS BARK 3" DEEP AROUND TREES AND IN ALL SERVICE LINES. CONFLICTS BETWEEN WATER LINES AND STORM SANITARY PLANT BED. AREAS: T
/ SEWER SYSTEMS ARE TO BE RESOLVED BY ADJUSTING WATER LINES.. AS
,NECESSARY. CONTRACTOR SHALL MAINTAIN A MINIMUM OF TEN FOOT (10'} TOP OF BANK EL. = 53,00' Q 3,00 'w.a. ~ M
HORIZONTAL SEPARATION OR 18" VERTICAL SEPARATION WHERE UNDERGROUND P. IRRIGATION: ALL LANDSCAPED .AREAS ARE TO BE IRRIGATED WITH AN INTEGRATED .SYSTEM: CONTRACTOR IS TO SUBMIT A PROPOSED
SERVICES CONFLICT. :PIPE MEASUREMENTS ARE. TO CENTER OF STRUCTURES IRRIGATION ..SYSTEM LAYOUT TO SPRING ENGINEERING, INC. SHOWING THE DHW EL = 52.50` AND ALL LENGTHS ARE PLUS OR MINUS. ~ _ J
COMPLETE LAYOUT TO SCALE, ZONES, COVERAGE AND DETAILS. THIS MUST DLW EL = 52.36' - _ - ~ E?-
I. WATERMAINS: ALL NEW WATERMAINS PIPES FITTINGS VALVES PACKING BE SUBMITTED FOUR (4) .WEEKS PRIOR TO INSTALLATION OF LANDSCAPING. ' ~ ~ ALL PORTIONS OF THE IRRIGATION INSTALLATION SHALL. CONFORM TO ALL - 3 1 Z q
.AND JOINTING MATERIALS .SHALL CONFORM WITH. ALL APPLICABLE AWWA STATE AND LOCAL CODES AND REGULATIONS. IRRIGATION CONTROLS TO BOTTOM OF POND - ~ STANDARDS AND THE STATE PLUMBING CODE AND SHALL BE INSTALLED IN T ~ ~ ~
BE ESP SOLID STATE CONTROLLER WITH AN INDOOR MOUNTABLE CABINET. _ ~ I-i II-II -II- - ACCORDANCE WITH APPLICABLE AWWA STANDARDS AND/OR THE THE IRRIGATION .CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE EL. ..51.00. J O
MANUFACTURER'S RECOMMENDED PROCEDURES. ALL WATER MAIN PIPES ARCHITECT ON TH XACT LOCAT(N F T Q =
AND FITTINGS SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD... ALL E E 0 0 HE IRRIGATION ,CONTROLLER. ALL WIRING FROM THE IRRIGATION CONTROLLER. TO THE REMOTE .CONTROL STONES FOUND IN WATER MAIN TRENCHES SHALL BE REMOVED TO A DEPTH VALVES SHALL BE OF-14 1 DIRECT.. BURIAL .CABLE: A WIR SP IC S SHA ZQ
/ LL E L E LL OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. CONTINUOUS BE MADE IN VALVE .BOXES -0NLY, USING RAINBIRD SNAP-TITE CONNECTORS J
AND UNIFORM BEDDING TO BE PROVIDED AND BACKFILL MATERIAL SHALL BE AND SEALANT. 115 VOLT SINGLE PHASE ELECTRICAL POWER FOR THE •
TAMPED IN LAYERS AROUND THE PIPE AND FITTINGS ANQ TWELVE INCHES IRRIGATION CONTROLLER .SHALL BE FURNISHED BY OT ERS' 1F NE 5 A Y 12 ABOVE THE .TOP OF THE PIPE TO ADEQUATELY SUPPORT AND PROTECT H CE S R , C7 _
( } A 2 PVC ELECTRICAL CONDUIT SHALL BE INSTALLED FROM THE CONTROLLER THE PIPE. ALL NEW WATER MAINS SHALL BE PRESSURE AND LEAK TESTED THROUGH THE WALL FOR THE VALV WIR S T Z
PER AWWA STANDARD C600 AND DISINFECTED PER AWWA STANDARD C651 E E 0 BE PULLED THROUGH FROM r. _~Y
AND RULE 62:555.345 F.A.C.. ALL FOUR INCH 4" AND LARGER WATER MAINS INSIDE THE BUILDING. THE IRRIGATION CONTRACTOR SHALL BE ' ( } RESPONSIBLE FOR THE ELECTRICAL HOOK-UP INCLUDING ELECTRICAL TO BE C-900 P.V.C. AND ALL WATER MAINS SMALLER THAN 4 TO BE ° ,TION w
MATERIALS. TNE IRRIGATION .CONTRACTOR SHALL REFER TO ALL.. SITE SCHEDULE 40 P.V.C. WATER. MAIN 70 BE 3.0'(MIN•} BELOW PROPOSED. GRADE. RELATED DRAWINGS WHEN TRENCHING TO LAY PIPE TO AVOID CONFLICTS
SEE UTILITY NOTES ON DRAWING C2 N.T•S• WITH .PLANT MATERIAL AND EXISTING AND PROPOSED SURFACE UTILITIES. a~ z z
J• SANITARY SEWERS, ALL SANITARY SEWER MAINS TO BE SDR-26 (MIN. PVC. IT IS THE RESPONSIBILITY. OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE } w
WITH A MINIMUM COVER OF 36 . HIMSELF WITH ALL EXISTING SITE CONDITIONS, GRADE DIFFERENCES .AND
LOCATION OF STRUCTURES. AND UTILITIES.. THE IRRIGATION CONTRACTOR K. .TREE BARRICADES ANp EROSION CONTROL: ALL EROSION CONTROL SHALL REPLACE OR REPAIR ALL ITEMS DAMAGED BY HIS WORK. HE SHALL.
MEASURES (SILT BARRIERS) AND TREE BARRICADES MUST BE INSTALLED COORDINATE HIS. WORK WITH. OTHER CONTRACTORS FOR THE LOCATION
PRIOR TO THE START OF CONSTRUCTION AND REMAIN IN PLACE AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS AND THROUGHOUT CONSTRUCTION. ENCROACHMENT OR FAILURE TO MAINTAIN UNDER ROADWAYS. AND PAVING, ETC. ALL PIPING SHALL 8E ROUTED TO EXISTING STORM MANHOLE
THESE BARRICADES COULD RESULT IN ENFORCEMENT ACTION WHICH MAY AVOID SPECIMEN PLANTS. ALL LATERAL PIPING TO A SINGLE SPRAY HEAD
INCLUDE CITATIONS AND/OR PERMIT REVOCATION. SILTATION BARRIERS SHALL BE 1/2" PUC CL-315 PIPING. PIPING TO A `SINGLE ROTOR HEAD. ,
SMALL BE MAINTAINED AND REPAIRED AT THE END OF EACH WORKING DAY. SHALL BE 3/4" PVC SCHEDULE 40 PIPE, EXCEPT. AT RISERS ABOVE GRADE TOP OF BANK EL. = 53.00 ENTRY Df ENTRY DRIVE NEW OUTFACE CONTROL STRUCTURE..
HAY BALES SHALL BE INSTALLED ONCE PERIMETER GRADING 1S COMPLETED. WHICH SHALL BE 3 4° GALV. IRON `PIPE, PAINTED FOREST GREEN. ALL MAIN / STORMWATER FACILITIES SHALL HAVE HAY BALES PLACED AROUND THEIR LINE PIPING SHALL BE BURIED •TO A MINIMUM DEPTH OF 24 . ALL LATERAL DHW EL. = 52.50' NEW M.E.S. _ -
ENTRANCES TO PREVENT SEDIMENT FROM BEING TRANSPORTED INTO THE PIPING DOWNSTREAM OF THE MAIN LINE SHALL. BE BURIED TO A .MINIMUM ~ . _
STORMWATER SYSTEM. HAY BALES SHALL BE PLACED ALONG THE DEPTH OF 12"• THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR DLW EL = 52.36'
PERIMETER OF ALL DOWNSTREAM BOUNDARIES TO PROVIDE FILTRATION OF THE FINAL ADJUSTMENT OF THE SPRINKLERS ARC AND RADI S R - 3 U TO ASSU E - e --11 RUNOFF DURING CONSTRUCTION. THE. HAY. BALES SHALL REMAIN IN PACE 100% COVERAGE. IF ADDITIONAL HEADS ARE REQUIRED .FOR 100% COVERAGE, BOTTOM OF POND -
UNTIL THE ENGINEER .HAS APPROVED THE VEGETATIVE COVER. ALONG: THE IRRIGATION CONTRACTOR SHALL. SUPPLY AND INSTALL THESE AT NO - -
EMBANKMENTS PROVIDING RUNOFF TO THE PERIMETER. IT IS THE ADDITIONAL CHARGE.. THE IRRIGATION CONTRA T R H EL. = 51.00 I 11- I -II - C 0 SALL GUARANTEE THE ii -i - II-II I II II -
CONTRACTOR'S :RESPONSIBILITY TO MAINTAIN SOIL EROSION CONTROL LABOR AND MATERIALS FOR A MINIMUM OF ONE YEAR. FROM TNE DATE OF .DEVICES, IF AT ANY. TIME DRAINAGE STRUCTURES OR EROSLON CONTROL ACCEPTANCE BY .THE ARCHITECT. DESIGN MODIFICATIONS SHALL ONLY BE 12"~ R.G.P. EAST. & ~h
.DEVICES BECOME DAMAGED OR INOPERABLE,. IT IS THE CONTRACTORS MADE AS NECESSARY TO .MEET .FIELD CONDITIONS AND ONLY UPON APPROVAL ALL POND SIDES & .BOTTOMS )MS WEST INV. EL. = 51.00'
RESPONSIBILITY TO REPAIR THEM. THE CONTRACTOR IS EXPECTED,. AT THE OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOT WILLFULLY SHALL BE SODDED TYP. 12"0 R.C.P. AT 0.6% SLOPE NOTES
END OF EACH DAY, TO HAVE THE SITE ..GRADED IN SUCH AWAY THAT .INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE .DRAWINGS WHEN IT IS ..ADJACENT PROPERTIES ARE NOT, ADVERSELY IMPACTED BY EROSION OR OBVIOUS IN THE .FIELD THAT UNKNOWN OBSTRUCTIONS GRADE DIFFERENCES WEST INV. EL. _ 50.80'
.SEDIMENT LEAVING THE SITE. CLEARED AREAS .SHALL BE STABILIZED EARLY OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT GHT T V MI NO HA E EAST INV. EL. = 50.73'
IN THE CONSTRUCTION PROCESS AND IF NATURAL PRECIPITATION DOES NOT BEEN CONSIDERED IN THE DESIGN... SUCH OBSTRUCTIONS OR DIFFERENCES DESIGNED 8Y:
PROVIDE PERIODIC WETTING OF THE SITE, THEN THE CONTRACTOR SHALL SHOULD BE BROUGHT TO THE ATTENTION OF THE AUTHORIZED PROVIDE A METHOD OF SPRAYING THE SITE TO PREVENT WIND EROSION. REPRESENTATIVE.. IN THE EVENT THE NOTIFICATION IS NOT PERFORMED, DRAWN BYr C•E.B.
CONTRACTOR SHALL CLEAR ONLY THAT AREA. SHOWN TO BE CLEARED ON - THE IRRIGATION CONTRACTOR SHALL ASSUME° FULL RESPONSIBILITY FOR ANY A n
MI 1 I\~ ~T 1 I I ~T~Q ~ I CHECKED BY: _ seal
Irir_ rLHly. UAKt Z)rIALL Or IANUN IU ul~>luKb Irit txISIINU VtUtIAIIUN REVISIU NEGESSAKY. A RAIN SENSOR SHALL ALSO BE PROVIDED AS PART OF V . I .I 1. i... I I V I V
IN ONLY THOSE AREAS UNDER CONSTRUCTION AT THAT TIME. ALL CLEAR THE IRRIGATION SYSTEM. SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE, PLANTINGS, TREES, ETC. 3 N.T.S. JOB NUMBER l 0 s 9545
C3
SHEET
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING„ INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR. USED IN WHOLEOR PART WITHOUT 0% AVIV& AM OF`
WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON `REQUEST.
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- ,tIDVEI TNAAIES T ~ b T IETA AC ~S _ 4 W » SUNNYDALE DRIVE C2 PA ~ CLEARWATER, F'L.
~ ~ ~U INYDALE ~ , m , ~ , -0R VAf r > f.;3 N4TES
a I ~ ET T a b f , a ' ~ h~, ' r DATE:
~ ~ CAII E RA~ JANUARY 26, 1999
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¦ JAN 2 61999
PLANNING & DEVELOPMENT
~ SERVICES
e e a ~ CITY OF CLEARWATER TITLE SHEET
9P..~,~ ~ ~ DESIGNED BY;
J ~ ~ DRAWN BY: C.E.B. D
~A ~M CHECKED Bl°: TE scALE:
JOB NUMBER
9345 ;r
SHEET
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT OF.
WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST,
F
125.0 -PROJECT AREA
_ ~ SITE DATA a
f f EXISTING PROPOSED RE UIRED 4
SIJNNYDALE DRIVE 60 R W SUNNYDALE DRIVE 60 R W a' R /w} ZONING DISTRICT M-1 M--1 N f A z w
- - ~ USE I L I L N /A 4
/ :f Q f of f f ~ f ff f ff
~ P 1 7 F 4 7 R 8"9 16.E F 89 21 49 E 54 .0 5 0. 0 20 R .589.21.16.. F S89 21 49 E ~ ~ ?1'49"E (P} 541.07' (F} 54a~70' (R ~ LOT AREA 40956 SF40956 SF N/A a~~ 0,94 A, 0.94 A.
~ ~ LOT WIDTH 125,9' 125.9' 100' w
LOT DEPTH 330' 330' 10O'
I' EXISTING GRAVEL r ~ EXISTING ASPHALT PAVING----~ ¢ EXISTING ,
TO PE REMOVED ~ -EXISTING ASPHALT PAVING---• DENSITY N/A N/A N/A~ ~
I i EXISTING GRASS I ~ BUILDING COVERAGE Nf A N/A N/A r,,,,
I ~ ~ I I I ,p{,
~ 24 ~ f GROSS FL. AREA & F.A,R. N/A N/A N/A
~ x x r x x x ~ SETBACKS
NEW AS HALT PAVfNG i 24R ,
GATE 24 40 24 20 24 + ~ FRONT N/A N f A N/A ~
GATE ~ 17.9 ~ I SIDE N/A N f A N/A ~ ' APPRQVA
, I Q REAR N/A N/A N/A ' - r~P~G,~~k .
~r I ~ / ~ . I Q I 0.. ~ Q ~ ~ w ~ LL C~ '
' I ~ w q --a iv . BETWEEN STRUCTRUES N/A N/A N/A ''DATE
~4 r / ~ / ° c a CLw ~ ° a
~ WATERFRONT SIDE N/A N/A N/A
~ ~ ~ ~ 4 ~ 0 20' zo` r d w f d ~ a C~ U Q dN ~ i { REAR N/A N/A N/A
r~ z r f w Imo} C1 t ~ Imo-,,, HEIGHT N /A N f A N /A ,
~ w r' ~ ~ ~ I I 'cv ~ C~ m ~ ~ ~ P
z~ ~ a a a~ w a 4 I WITH BONUS PROVISIONS N/A N/A N/A
c-° PAVED VEHICULAR AREAS 5250 SF 29081 SF N/A
~ Cj 0.121 A. 0.668 A.
w / / a a w t- Q ~ n~ f a ~
r;i d- j r~ d- o REMOVE EXISTII OVE EXISTING CONC, I ~ OPEN SPACE
~ d 4. w ~ a 4 AND BASE AT f ~ ~ ~ ~ BASE AT ISLAND
~ ~ ~ ~ ~ ~ I ~ ~ e I ~ ~ ~ a ~ a a ~ ~ J ~ c I ~ TOTAL FOR LOT 22246 SF 11874 SF N/A
a .511 A. .273 A. 4
~ d EXISTING CONC. a ~ c.~ r~~ 4 -EXISTING CONC, vONC, 4 ~ W FOR FRONT LOT 4989 SF 2143 SF 625 SF
{ ~ ~ 4 ° SLA S ~ r~, e ~ 4 B e 4 ~ SLABS e 798 ~ 342 ~ 20X125X.25
r.; w 0 / 4 4 ~ a°~ } _ / . 4 ~ Wit- CLEAR SPACE
I; ~ / / 4 4 I ~ ~ I 4 ~ a. ~ ~ % a n a 4 Q ~ ~ A A A ~ 4 I r, (WATERFRONT} N/A N/A N/A
4 I r-
/ e n a a a v Q a. 4 ~ f / e 4c ~ a ~ o qg ~ a 4 p EXTER. PERIMETER
4 ~ d Q BUFFERS 22'+ 17.,9° 5' MIN
f. f / ~
_ / f f f ~ PARKING LOT INTERIOR ~
I'` d / / / 6 X X X ~ `C LANDSCAPING 0 1,930 1,745 ~
I ~ 6.6~ 6~ MIN
~ ~ s f r w p ~ ~ EXISTING AS XISTING ASPHALT PAVING --a I W ,PARKING 0 68 N/A
~ r i EQGE OF EXISTING ~ I°®. ~
t ~ ASPHALT PAVING Q 20' . 20 ~ i f w U7. Q
X 1= ~ / (D Q ~ 1 ~ ~
i f ~ ~ 4 WHITE STf WHITE STRIPS TYP. ~
~ , ! f f EXISTING ASPHALT PAVING ----o w I w ~ I ~ I ~ ~ f ~ ~ EDGE OF EXISTIn OF EXISTING I Q
I i I I ASPHALT PAVING AL.T PAVING I ~ SUNNYDALE DRIVE
x REMOVE EXISTING ASPHALT ~ CLEARWATER, FL. ,
~ ° ~ IN THIS AREA ~ ~ -NEW CONCRETI d / / V CONCRETE WHEEL 2
e STOPS (TYP.} REMOVE EXISTING FENCE N IPS (TYP.) C1 DATE:
REMOVE AT STORAGE AREA JANUARY 26, 1999 -REMOVE EXISTING PAVING
x I { I AND OR AND/OR BASE AT ISLAND
X ~ ~
I ~ I I N 3 R. (TYf EXISTING GRASS 2~ R
1 ~ x x u~
GATE EXIS EXISTING ASPHALT PAVING ~ I
i~
® f ff ® f fJ f P o f >f o f 1f l;; 58919 59 E F S89 21 4 P 4 4 1 F 4 .7 R 9E 5 0 S 919 59 E F S89 21 49 P 5 0.9 5 0 0 (P} 540.91' (F) 54a.7a' (R}
NEW STORMWATER POND
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~ SCALES - ~ SCALES 1" = 3Q' ~ 1 - 30 1`=30` q ~
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b 18" BACKFILL TO BE COMPACTED ~ NATURE GROUND OR SUBGRADE TO 100% T~-99. LIFT THICKNESS ~ $
MAY VARY DEPENDENT UPON r~ ~
6"R MATERIAL.., EQUIPMENT AND ~~-T~ ~ r~
1. REQUIRES TWO 5/8" DIA. x 24'° LONG STEEL BARSTAKES FOR EACH WNEELSTOP, ' COMPACTION METHODS USED, ~1-i
0 4 2. WHEELSTOP TO BE 3000 PSI CONCRETE AND REINFORCED WITH TWO 3 REBARS. # BUT IN NO CASE SHALL EXCEED I
P~RKiNC sY ~ 3. LOCATE WHEELSTOPS 24" FROM EDGE OF PAVEMENT. DISA6lED ~ 24". DENSITY TESTS TO BE ELEV. 24" ABOVE TOP. OF
2 PERMVT 16" ~ ONLY TAKEN IN ACCORDANCE WITH PIPE, CUT-OFF SHEETING
Q THE GOVERMENTAL AGENCY IF REGD. SEE SPECS FOR
N (FTP 26) REMOVAL. HAVING JURISDICTION, OR AS
2' 2" H0T MIX SURFACE COURSE (TYPE S-1 ASPHALT} 12" LIMEROCK BASE-100% MAX, DENSITY (ASTM D698) iALT} MAY BE REQUIRED BY THE ~ D698) ~ 6" MIN, TO 12" MAX.
3 3 r~.c, s~GN H.c. SYMBa~ Q ~ 5,~ 6.~ - PROJECT ENGINEER. ~ FOR 12" DIA. & UNDER
~ - -~---12" SUBGRADE COMPACTED TO 95% MAX, DENSITY :NSITY . iv 12" MIN. TO 18" MAX.
e ~ 5 2" f ~ NOTES THESE ARE MINIMUM REQ M TS-PAVEMENT SHALL FOR OVER 12" DIA.
' 2 6" t6",~ 3" MEET MANATEE COUNTY REQUIREMENTS, HALL TOP OF PIPE -D/3
12,0' S.a' .12.0' OFF-SCTE PAVEMENT
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1. M.C. SIGN 84" ABOVE GRADE WITH A GALVANIZED METAL POST (ASTM A-499 BEDDING & BACKFILL WITH `0 ~
.GRADE 60, ASTM A-123 FINISH), ALL HARDWARE TO BE RUSTPRQOF. 1" H07 MIX SURFACE COURSE TYPE S-1 ASPHALT ( } iALT} SELECTED MATERIALS TO BE
INSTALL 1' DIA x 2' DEEP, 3000 PSI CONCRETE FOOTING, 6" LIMEROCK BASE-100% MAX. DENSITY (ASTM D698} 2. 4" WIDE PAINTED STRIPE (BLUE} 6' TYPICAL D69~} PLACED & COMPACTED IN 6"
3. H,C. SYM80L: 1 PER SPACE, PAINTED WHITE. , AT °-°-8" SUBGRAOE -COMPACTED TO 95% MAX, DENSITY ~SITY LIFTS U11LI~ING METHODS & 1~ ~ ~ UNSUITABLE MATREIAL EXISTING CONDITIONS
4. 6" WIDE PAINTED STRIPE (BLUE) 8 H.C. SPCS EQUIPMENT APPROVED BY THE ~ I_ ~ . AND SITE PLANS
"f 5. 6" WIDE PAINTED STRIPE (WHITE) ~a 6. ALL BLUE TINTING TO MATCH FEDERAL STANDARD 595e, SHADE 15180. PROJECT ENGINEER, 1 ~ OL ~ ~I.~ r' ° DESIGNED BY:
aN-SITE PAVEMENT -iii--i 1'f-T--i i f i i f--TIT-iii-~i i D ~ ~ ~i r ~ ~ DRAWN 6Y; C.B.
PIPE BEDDING TAMPED & BOTTOM OF EXCAVATION > E CHECKED BY:
COMPACTED, Nf~TF~ F(1R TRFNCNF~ IN PAVFfl ARFAC l1R ARFA~ TCi _
RECEIVE PAVEMENT SEE PAVEMENT SPECIFICATIONS. JOB NUMBER
HANDICAPPED PARKING 2 WHEELSTOP DETAIL 3 PAVING SPECIFICATIONS
TRENCH 9345
C1 NOT TO SCALE `"l NOT TO SCALE C'~ NOT TO SCALE
C 1 NOT TO SCALE SHEEP THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT OF WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
PLANT LIST
KEY COMMON NAME BOTANICAL NAME SIZE (MIN.)
u1 A LA C A D ~ ' ~
ST-B LIVE OAK U RCU R C~~ ~ 0 E S YI GINIANA ( fiT HT•, 1 1/2° I~tI,~SPREAD U
SH-A SWEET VIBURNUM VIBURNUM OOQRATISSIMUM 3 GoI„ 24" Hi., B 38" O.C. O ~
50D ST. AUGUSIINE FLORATAM SOD (2,100 S.F.) ~
SEED BAHIA GRASS SEED ~
, ~ 2 SUNNYDALE DRIVE 60 R W ~a' R/w} ~
SUNNYDALE DRIVE 60 R W C PLANT KEY SYMBOLS
s r? : » s s A s s~ 4 s as
S89 2fi 16 F S89 21 49 E ~ 1 S89 21 16 ~ F S89 21 49 E P 541.07 F 540.70 R '.1'49"E (P~ 541.07' (F) 540.70' (R R Q)
h~ - - m_ _ .e._ _ _ ~ .
~ x Q . a ~ 53.5 ~ TEES
® h EXISTING 12 X18 HERGP STORM LINE 4
50 =-----EXISTING ASPHALT PAVING---®
•-----EXISTING , NEW PVG EXISTING STORM MANHOLE -EXISTING ASPHALT PAVING--•-+ ' eF, k" Z,~-
I ~ X34' C~ 2~ I I I RIM ELEV. = 54.10 P _ .
50 I ~ EX, E. INV. ELEV. = 50.73 ( I~PP~?,OVAI.. w
I ~Cl _ ( ST-B NEW W, INV. ELEV. - 50.73
~ ~ SH UBS ~ SH-~A (2a4 REq'o) Dr;r~ ;
o / x / NEW ASPHALT PAVING ! NEW ASPHALT PAVING ~
~ RELOCATED EX. PALM TREE (1 +I+I~~~llk e,lle~~,~~1 LuL
~ ~ I I I
II I . I ~ I LANDSCAPE DATA I
I I ``I o Q SITE AREA 40,956 SF. OR 0,94 ACRES
~ ~ C'
a ~ f J d ~ ~ ~ VEHICULAR USE AREA = 29,OB1 S.F.
~J O . x ~ ~ INTERIOR LANDSCAPEING REQUIRED = 1,745 SF, • INTERIOR LANDSCAPEING PROVIDED = S,F,
~ g t~ C~ I . ~ TREES AND SHRUBS+ I~c1Z
A ~ Q A a ~'~0 I d d h s^, Q I I ° ~ C? ~ I I ~ . I I ~ ROADWAY TREES 3 REQUIRED/3 PROVIDED
I I ~ I I ~ M I I ROADWAY SHRUBS 14 REQUIRED/28 PROVIDED
I ~ r I ~ . ~ I a 4.4
4 'd.° r° I PERIMETER TREES 7 REQUIRED/7 PROVIDED ¢ PERIMETER SHRUBS 55 REQUIRED/110 PROVIDED r- INTERIOR ISLAND TREES 9 REQUIRED/9 PROVIDED
d ~ ~ d 'e,,s c ~ o o ~J~' Q' ® INTERIOR ISLAND SHRUBS 33 REQUIRED/66 PROVIDED
I w I
~ d• REMOVE EXISTII I REMOVE EXISTING GONG. ~ I ~ . _a OVE EXISTING CANC. ~
Ix~ m I ~ d. AND BASE AT I a a AND BASE AT ISLAND ~ 4 BASE AT ISLAND I ~ NOTE
~ I U~ a ~ I I ~ ~ .SEE DRAWING 'C3' FOR ADDITIONAL LANDSCAPE AND
~ 1 Q.. CSI ~ d 4~' c a c a a IRRIGATION NOTES. •
~ A 4 4 EXISTING GONG. EXISTING GONG. e sONC. 4
~ a W ~ ~ d 4.. d ~ . SLABS ~ SLABS a a Q ® q
li ~ 4 ~ a , 4 1~
t I Q w ~ I a a d. a
~ I ~ - A d_ I r
a c
,Q 4d 8 /Q~ f::::S.
o ^ v B l/ / +r{- ll ! •
I V a
I'"' I li I
I II I ~
EXISTING ASPHALT PAVING O ~ I w O QY EXISTING AS 4 ~ XISTING ASPHALT PAVING I ~ SUNNYDALE DRIVE
~ ~ ~ , I`~ CLEARWATER, FL,
h I ~ ~ Q
EDGE OF EXISTING O I (D DATE:
I ~ I JANUARY 26, 1999
a I I I ~ ~ I I I I ~ I Q I EDGE OF EXISTIN aF~ EXISTING I O '
f~ I , ~ I ASPHALT PAVING ALT PAVING I Q
I ASPHALT PAVING I (n
NEW GONGRETE 1 NEW CONCRETE WHEEL CONCRETE WHEEL ~ C°
~ STOPS (TYP.j STOPS (TYP.} PS (TYP.j
-REMOVE EXISTING PAVING I
REMOVE EXISTING PAVING --------REMOVE AND OR BASE AT ISLAND I a ~ ~
II ~ I - AND OR AND~OR BASE AT ISLAND I ST A I i V~ z
I o ® ~ I ~ `~a .x I W p r"}a . ,1 4 `~a I ~
4~Q ~ ~
EXISTING ASPHALT PAVING EXIS1 EXISTING ASPHALT PAVING ® ~
5 SN-A C~ ~
e 53.5
qp _ ®-x -
p~ a r s: s r~ S8919 59 E F S89 21 49 E P 540, ;P) 540,91' (F) 540.70' (R)
® s m> @ r » s s N
58919 59 E F S89 21 49 E P 540.91 F 540.70 R EW STORMWATER POND
NEW STORMWATER POND
g
NOTE: ~ 0 v
WHERE NEW PAVING MEETS ~
SCALES 1~ = ~a~ z EXISTING PAVING THE ELEV. w
? ~ A OF THE NEW PAVING SHALL
~ SCALES 1° = 30' MATCH THE EXISTING ELEV.. Z~
' HEAVY DUTY GRATE Q ¢
. (T/EL = 53.17') w~
a. ~ ~
~ ~ ° i ~ a c~
i ~ „ w BAFFLE TYP. 6"0 ~ ~ ~ ~ 3`- 4 3 NEW TREE
HOLE Q s ~ 3 4 u 2'-0" INSIDE &
s ~ ~ T/WEIR EL. = 53.00` ' ' WEIR WIDTH w~
~ BOT./WEIR EL, = 52.60 RUBBER HOSE 12•• 6.. 1 Z HOSE GUY WIRE(2 STRANDS-14 Q GUAGE, TWISTED TIGHT)
o o 0 1 1 t L ____---a-_--___- 3-2"x4" WOOD STAKES 3" CLEAN PINE BARK NEW SHRUB
~ N ~ 2 1 /4 2 1 /4 TREE WRAP E WRAP EQUALLY SPACED AROUND
4012°O.C.E.W.
N FIBERGLASS 3" CLEAN PWE BARK (SIDES AND BOTTOM) 1RK TREE-LENGTH AS REQ'D - ~ AMENDED SOIL
;n ~ SKIMMER ~ ~ AMENDED SOIL
'W Q oe - ~ i
2 CLEAR TYPICAL PLAN A ~ A _ ROOTBALL
-INV. EL. - 51,45 6 3 -0 6 FI R
BE GLASS ` ~ BACKFILL W// SOIL MIX(2/3/ TOPSOIL CUT CONTAINER & SPREAD ROOTS PAVING, GRADING ~t AND 1/3/ PEATMOSS) DRAINAGE AND
SKIMMER BACKFILL w/ SOIL Mix(2/~/ ~a ~ ~ ~ ~ TOPSOIL AND i 3 PEATMOSS /3/ 1e~C,, MIN. I C„
i~ MOSS) susGRADE MIN. ~ ~ . ~ ~a LANDSCAPE PLAN
SUBGRAI SUBGRADE DESIGNED BY:
3000 P.S.I. CONO, ~4 BARS C~ 12" O.O. 6X6, 1OX10, W.W,M. GATE. .~~P~, ~ DRAWN BY: C.B.
24 WEIR OPENING TAIL CHECKED. BY.
c~r'rlntal "e _ e°' Awe ;FrTI(~N "A- A" ern! r. 9" _ tn~
rLIAIN
~~C 2~ NOT TO SCALE JOB`NUMBER uM
9345
A
FLU'AE "'ETAIL IVI u K`2 OUTFALL CONTROL STRUCTURE TREE TAIL SHEET TREE DE THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, Amok COPIED, PUBLISHED, OR USED IN WHOLE OR -PART WITHOUT OF
C2 NOT TO SCALE (PIN NOT TO SCALE ~~C2 NOT TO SC, NOT TQ SCALE WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND k;3
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
A95-23; LUP95-28; 03-18-1999
2021 SUNNYDALE AVE
DON OLSON PARKING LOT
GENERAL NOTES
A, THE LOCATIONS; ELEVATIONS AND' DIMENSIONS OF EXISTING UTILITIES, IN .EXCESS OF THREE-AND-A-HALF SEPARATION FOR WATER~SEWER G®NFLIGTS
STRUCTURES AND OTHER FEATURES ARE SHOWN .ACCORDING TO THE BEST ALTERATION AND CONSTRUCTION A -AND-A-HALF (3 1/2) FEET IN HEIGHT. DURING LAND ISTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO
INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE REMOVE VEGETATION BY GRUBBING BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, 1. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOULD ALWAYS u~ w
PLANS BUT DC} NOT PURPORT TO BE ABSQLUTELY CORRECT, THE SOLVENTS, CONSTRUCTION MATERI~ ;TION MATERIAL, MACHINERY OR OTHER EQUIPMENT CROSS UNDER WATER MAINS. SANITARY SEWERS, .FORCE MAINS AND q o
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS AND OF ANY KIND WITHIN THE DRIPLIN DIMENSIONS QF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES UNLESS OTHERWISE APPROVED BY ~ THE DRIPLINE OF A TREE TO REMAIN ON THE SITE STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A ~n APPROVED BY THE LOCAL GOVERNMENT. ALL TREE MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF
AFFECTING HIS WORK PRIOR TO BIDDING AND DETERMINE THE EXACT ROOTS EXISTING WITHIN APPROVE[ IIN APPROVED IMPROVEMENT AREAS AND ORIGINATING THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER ~
LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR FROM A PROTECTED TREE SHALL BE REE SHALL 8E SEVERED CLEAN AT THE LIMITS OF THE POSSIBLE.
SHALL NOTIFY SUNSHINE r~ (800)432-4770 MCPWD & UTILITY COMPANIES IN PRESERVED AREA. ALL TRIMMING ~ THE AREA AT LEAST 48 HOURS BEFORE COMMENCING WORK, REPAIR AND THE PROVISIONS OF THE LAND DES L TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST w
REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS ACCORDANCE WITH THE NATIONAL iE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, Q
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN STANDARDS. BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF °
EXISTED BEFORE COMMENCING CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO L. GRADING AND BACKFILL: THE G DUCTILE IRON PIPE (DIP) AT THE CROSSING, SUFFICIENT LENGTHS OF
EXTRA COMPENSATION TO BE ALLOWED, INTENDED TO EXPRESS THE GENE °ILL. THE GRADING SHOWN ON THESE PLANS IS DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 1O FEET ~ ;S THE GENERAL GRADING INTENT OF THE PROJECT. BETWEEN ANY TWO JOINTS, ALL JOINTS ON THE WATER MAIN WITHIN 20
THE CONTRACTOR IS EXPECTED T( EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY.
B. ALL WORK SHALL BE LEFT IN SUCH A MANNER THAT IT IS SAFE TO THE POSITIVE DRAINAGE fN ALL ARE PUBLIC. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES, SIGNS TRANSITIONS SHA P V fN ALL AREAS THROUGHOUT THE SITE. SMOOTH RESTRAINED A MINIMUM VERTICAL CLEARENCE OF 6 INCHES MUST BE
LL BE ROIDE( AND BARRICADES TO BE ACCORDING TO F.D.O,T, MANUAL OF SAFE ELEVATIONS AS SHOWN ON THE BE PROVIDED BETWEEN CONTOURS OR SPOT MAINTAINED AT THE CROSSING. ~ WN ON THE PLANS TO ACCOMPLISH THE GRADING
PRACTICES; REFERENCE F,D.O.T, INDEXES 600 THROUGH 650 AND 17349 PER INTENT. ALL SLOPES SHALL BE > SHALL BE STABILIZED IMMEDIATELY AFTER FINAL WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER
ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION OF D.C, INDEXES GRADING HAS BEEN COMPLETED. 100 THROUGH 116, THERE WILL BE NO ON-SITE BURNING. THAT GRADING MEETS ADJACENT COMPLETED. CONTRACTOR TO GRADE PROPERTY SO THE WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION OF 18 `
ELEVATIONS. CONTRACTOR SHALL N :S ADJACENT PROPERTY AND RIGHT - OF -WAY INCHES BETWEEN LINES AND 10 FEET BETWEEN JOINTS SHALL BE I ,a m OR SMALL NOTIFY THE OWNER AND SEI PRIOR TO REQUIRED ~
C. CONTRACTOR SHALL PROVIDE AS-BUILTS (REPRODUCIBLE MYLAR & 5 SETS OF DEMOBILIZATION OF GRADING E I GRADING EQUIPMENT TO DETERMINE THAT THE . ,arnEavA~'
PRINTS SIGNED & S LED BY SURVEYOR TO S.E.I. AS-BUI TS TOM R 'M'T Q EA ) L EET EO S GRADING INTENT HAS BEEN ACHIE OF MANATEE CTY HEALTH DEPT, & PUBLIC WQRKS DEPT, MIN. TECHNICAL STDS OR SOIL-ROCK MIXTURE WHICH IS F BEEN ACHIEVED. .ALL FILL MATERIAL SHALL BE SOIL ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS I~'~ "
AND FDEP. CONTRACTOR SHALL PROCESS AS-BUILTS THROUGH MANATEE CTY DELETERIOUS SUBSTANCE. IT SHAT 2E WHICH IS FREE FROM ORGANIC MATTER AND OTHER Q"rte ~`9~ AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT ~ NCE. IT SHALL BE PREDOMINATELY GRANULAR WITH OF CROSSING (PIPES CENTERED ON THE CROSSING), ~nr~
PLANNING, PERMITTING ~ AND INSPECTIONS DEPARTMENT. AS-BUILTS TO BE A MAXIMUM PARTICLE SIZE OF TWO SIZE OF TWO INCHES AND A PLASTICITY INDEX OF 12 .,~~~~rr ~
CERTIFIED TO OWNER, APPROPRIATE GOVERNMENTAL AGENCIES AND TO .SPRING OR LESS. ALL BACKFILL WITHIN TI 1LL WITHIN THE ROADWAY, OVER ANY PIPE THAT IS TO WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE
ENGINEERING INC. BE INSTALLED UNDER THE RQADWA' BE COMPACTED TO 100% OF MAXIMI ' THE ROADWAY OR WITHIN EMBANKMENTS, ETC. IS TO SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE O~ OF MAXIMUM DENSITY AS DETERMINED BY AASHTO ARRANGED TO MEET THE REQUIREMENTS ABOVE.
D. A SURVEYOR SHALL DO ALL BUILDING LAYOUT, CURB & ROADWAY, AND GRADE AND PER F,D.O,T. SPECIFICATIQA SPECIFICATIONS, SECTION 125.8.3, LATEST EDITION.
STAKING, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING M, DRAWAG : A A
ANY WORK, THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE E LL DRAIN GE STRUCI NAGE STRUCTURES MUST BE CONSTRUCTED PER 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED
IMMEDIATELY ON ANY CONFLICTS ARISING DURING CONSTRUCTION OF ANY FLORIDA DEPARTMENT OF TRANSI OF TRANSPORTATION ROAD DESIGN STANDARDS. BETWEEN ANY TYPE OF SEWER & WATER MAIN IN PARALLEL INSTALLATION AS PER D.O.T. INDEX NO. 272 AND N0, 273. ALL WHENEVER POSSIBLE.
IMPROVEMENTS SHOWN ON THESE DRAWINGS. IT SHALL BE THE MITERED END SECTION AS PER D.O: CONTRACTOR'S RESPONSIBILITY T(l CONSULT WITH THE ENGINEER FOR PIPE LENGTHS ARE PLUS OR MINU US OR MINUS AND MEASUREMENTS ARE TO THE
MAKING ANY AND ALL REQUIRED INTERPRETATIONS QF THE PLANS; CENTER OF STRUCTURES, OWNEF URES. OWNER SHALL MAINTAIN RETENTION AREAS. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN 10 FOOT HORIZONTAL
HOWEVER, THIS IN N.0 WAY RELIEVES THE CONTRACTOR OF HIS SEPARATION THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR Q ON AN UNDISTURBED EARTH SHELF LOCATED. ON ONE SIDE OF THE
RESPONSIBILITY FOR CONSTRUCTING THE PROJECT TO ACCOMPLISH THE N, PAVING: ALL PAVING SURFACES SURFACES IN INTERSECTIONS AND ADJACENT SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF
INTENT OF THE PLANS. ALL ELEVATIONS. REFER TO NATIONAL GEODETIC SECTIONS SHALL BE GRADED TO VERTICAL DATUM OF 1929. MEAN SEA LEVEL = 0.00. SHOWN Y TH F A R W 1 GRADED TO DRAIN POSITIVELY IN THE DIRECTION THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER..
B E LOW R O S ON ARROWS ON THE PLANS AND TO PROVIDE A SMOOTH 3REAKS IN GRADE AND NO STEEP OR REVERSE CROSS WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18
E. PERMITS: NO CONSTRUCTION SHA OMM N NTI P TRANSITION WITH NO BREAKS IN GRI LL C E CE U L ALL AP LICABLE SLOPES, AT APPROACHES TO AND ACHES TO AND INTERSECTIONS WITH EXISTING GRADES, INCHES fN PARALLEL INSTALLATIONS THE WATER MAIN SHALL BE ~t'`~~
PERMITS HAVE BEEN. APPROVED. ARIGHT-OF-WAY USE PERMIT IS REQUIRED T ~ PRIOR TO THE COMMENCEMENT ~ OF ANY CONSTRUCTION ACTNITY WITHIN I MAY BE NECESSARY AND ADVI„ 'Y AND ADVISABLE TO MAKE MINOR LOCAL FIELD CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE
THE .RIGHT-QF-WAY AND NO IRRIGATION SYSTEM OR LANDSCAPING SHALL ADJUSTMENTS TO ACCOMPLISH T ~COMPLISH THE PURPOSES OUTLINED. IT IS THE CONSTRUCTED OF DIP WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. `
' CONTRACTORS RESPONSIBILITY TO BE INSTALLED IN ANY PUBLIC RIGHT-OF-WAY WITHOUT ISSUANCE OF SHALL BE CONSULTED SO THAT ~NSIBILITY TO ENSURE POSITIVE DRAINAGE AND SEI ~ 3 SO THAT WE MAY MAKE ANY AND ALL REQUIRED .THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE
APPROPRIATE PERMIT. ALL PROPOSED SIGNS MUST BE APPLIED FOR, INTERPRETATIONS OF THE PLANS APPROVED AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS WATER MAIN SHALL" BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS
ULTIMATELY APPROVED SITE PLAN; APPROVAL OF THIS SITE PLAN DOES NOT TO ACCOMPLISH THE INTENT OF 1 INTENT OF THE PLANS, ASPHALTIC CONCRETE TYPE ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
CONSTITUTE APPROVAL OF ANY SIGN. S-1, SHALL CONFORM TO THE f STANDARD SPECIFICATIONS FOR RI M TO THE FLORIDA DEPARTMENT OF TRANSPORTATION 3, ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURES "IONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST AGAINST CORROSION SHALL BE AS REQUIRED BY THE PERMITTING UTILITIES
EDITION, FOR MATERIALS AND MET BLS AND METHOD OF CONSTRUCTION. ALL ROADWAY pEPARTMENT.
F. STRIPING: HANDICAPPED PARKING SPACES WILL BE PROPERLY SIGNED AND BASES SHALL BE PRIMED AND I STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL ON RIMED AND, IF REQUIRED, A TACK COAT SHALL BE
UNIFORM .TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS. APPLIED. ALL MATERIALS AND CC ',IALS AND CONSTRUCTION METHODS SHALL CONFORM
ALL ON-SITE PARKING SPACES SHALL BE STRIPED AND SIGNED IN TO THE FLORIDA DEPARTMENT I iEPARTMENT OF TRANSPORTATION STANDARD ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.
ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROk DEVICES, SPECIFICATIONS FOR ROAD AND LATEST EDITION. PARKING SPACES, DIRECTIONAL ARROWS, AND STOP BARS TEST REPORTS FOR SUBGRADE, SUBGRADE, BASE, ASPHALT AND BASE CORE AND
SHALL BE STRIPED IN WHITE. IT SHALL BE THE OWNER/DEVELOPERS CONCRETE SHALL BE SUBMITTED TO SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW ~ ~
RESPONSIBILITY TO PROPERLY SIGN AND STRIPE THE SITE IN ACCORDANCE AND APPROVAL, SEE SPECIFICATION SPECIFICATIONS FOR SPECIFIC TESTING REQUIREMENTS. ~ ~
WITH APPLICABLE STANDARDS. 0. LANDSCAPING: ALL PLANT MATER 'CANT MATERIALS USED SHALL CONFORM TO THE
G. CONCRETE: CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3 000 STANDARDS FOR FLORIDA N0. 1 f aRIDA N0. 1 OR BETTER AS GIVEN IN GRADES AND
PSI AT 28 DAYS, PORTLAND CEMENT SHALL CONFORM TO ASTM 0150. STANDARDS FOR NURSERY PLAN 'RSERY PLANTS, PART I, 1963 AND PART II, STATE OF
AGGREGATE SHALL CONFORM TO ASTM C33. WIRE FABRIC SHALL CONFORM FLORIDA DEPT. OF AGRICULTURE, TAI TO ASTM A185. READY MIXED CONCRETE SHALL CONFORM TO ASTM C-94, BE GUARANTEED FOR ONE (1 YEAR RICULTURE, TALLAHASSEE: ALI. PLANT MATERIAL WILL ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY SUNNYDALE DRIVE
SIX INCH MESH, 10 GAUGE WIRE FABRIC SHALL BE USED IN SLABS THICKER ARCHITECT, PLANTS AND TREES AND TREES ARE LOCATED BY SCALING OFF PLANS. CLEARWATER, FL
THAN FOUR INCHES. STANDARD THICKNESS SHALL BE FOUR INCHES, INSTALLER SHALL INSPECT SITE !SPELT SITE PRIOR TO BEGINNING PLANTING
EXCEPT AT .DRIVEWAYS WHERE THE THICKNESS SHALL BE SIX INCHES, OPERATIONS AND NOTIFY ARCHITEI SURFACES SHALL BE FREE FROM TRQWEL OR MACHINE MARKS. SURFACE SHALL IMMEDIATELY NOTIFY ARCHITE tIFY ARCHITECT OF ANY DISCREPANCIES, INSTALLER JOTIFY ARCHITECT IF ANY CONFLICTS OCCUR BETWEEN DATE:
VARIATIONS SHALL NOT EXCEED 1/4 INCH UNDER A 10 FOOT STRAIGHTEDGE. PROPOSED LOCATION OF TREES OF TREES CALLED FOR ON THE PLANS AND ANY JANUARY 26, .1999
EDGE OF SLABS SHALL HAVE A SMOOTH FINISH. SIDEWALKS SHALL HAVE UNDERGROUND UTILITIES OR SUBSL IES OR SUBSURFACE STRUCTURES. INSTALLER SHALL
A BROOM FINISH. NOTIFY ARCHITECT OF ANY CONDITIi GROWTH QF PLANT SPECIES CAL ANY CONDITION THAT WOULD PREVENT THE. HEALTHY SPECIES CALLED FOR ON THESE PLANS PRIOR TO
H. UTILITIES: ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE CQNTRACT AWARD. ALL LANDSCAP( ALL LANDSCAPE AREAS AND GRADED SWALES ARE TO •
AND SURFACE COURSES ARE CONSTRUCTED. SITE CONTRACTOR IS BE SODDED WITH FLORATAM UNLE )RATAM UNLESS NOTED OTHERWISE. THE GROUND IS ~ ~
RESPONSIBLE FOR INSTALLING ALL UTILITIES IN ACCORDANCE WITH LOCAL TO BE PROPERLY PREPARED AND FE PARED AND FERTILIZED PRIOR TO LAYING SOD. THERE ~ ~ INE SEPARATING PLANT BEDS FROM ALL SOD AREAS. ~ I
CODES WHETHER INDICATED ON THE PLANS OR NOT. CHECK WITH THE SHALL BE A CRISP LINE SEPARATIN LOCAL GOVERNMENT PRIOR TO BID SUBMISSIQN, THE CONTRACTOR SHALL SOD TO BE STAKED AS NECESSARti AS NECESSARY TO PREVENT EROSION. CONTRACTOR W ~
TAKE ALL NECESSARY MEASURES TO MINIMIZE INTERRUPTIONS OF EXISTING TO SQD ALL DISTURBED AREAS DUE D AREAS DUE TO PROPOSED CONSTRUCTION, MULCH
• UTILITY SERVICE DURING CONSTRUCTION AND CONNECTION OF PROPOSED TO BE t00% SHREDDED CYPRESS B :D CYPRESS BARK '3° DEEP AROUND TREES AND iN ALL ~ ~ ~
SERVICE LINES. .CONFLICTS BETWEEN. WATER LINES AND STORM/SANITARY PLANT BED AREAS. SEWER SYSTEMS ARE TO BE RESOLVED BY ADJUSTING WATER LINES AS
NECESSARY, CONTRACTOR SHALL MAINTAIN A MINIMUM C)F TEN FOOT (10'} p, IRRIGATION: ALL LANDSCAPED Q ANDSCAPED AREAS ARE TO BE IRRIGATED WITH ` ~
HORIZONTAL SEPARATION OR 18" VERTICAL SEPARATION WHERE UNDERGROUND AN INT GRAT Y T M F TEM. CONTRACTOR IS TO .SUBMIT A PROPOSED
SERVICES CONFLICT. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES E ED SSE CONT AND ALL LENGTHS ARE PLUS OR MINUS. IRRIGATION SYSTEM LAYOUT TO LAYOUT TO SPRING ENGINEERING, INC. SHOWING THE ~
COMPLETE LAYOUT TO SCALE, ZONI BE SUBMITTED FOUR (4) WEEKS P SCALE, ZONES, COVERAGE AND DETAILS. THIS MUST ~ V- (4) WEEKS PRIOR TO INSTALLATION OF LANDSCAPING. Z
L WATERMAINS: ALL NEW WATERMAIN$, ..PIPES, FITTINGS, VALVES, PACKING ALL PORTIONS OF THE IRRIGATION IRRIGATION INSTALLATION SHALL CONFORM TO ALL ~
AND JOINTING MATERIALS SHALL CONFORM WITH ALL APPLICABLE AWWA TAT STANDARDS AND THE STATE PLUMBING CQDE AND SHALL BE INSTALLED IN S E AND LOCAL CODES AND F 'ODES AND REGULATIONS, IRRIGATION CONTROLS TO
ACCORDANCE WITH APPLICABLE AWWA STANDARDS AND OR THE BE ESP SOLID STATE CONTROLLE[ 'E CONTROLLER WITH AN INDOOR MOUNTABLE CABINET. q_ J
/ THE IRRIGATION CONTRACTOR SHAI MANUFACTURER'S RECOMMENDED PROCEDURES. ALL WATER MAIN PIPES ARCHITECT ON THE EXACT LOCATI01 JTRACTOR SHALL COORDINATE WITH THE LANDSCAPE ~ :XACT LOCATION OF THE IRRIGATION CONTROLLER. ALL Z ~
AND FITTINGS SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD. ALL WIRIN F M T STQNES FOUND IN WATER MAIN TRENCHES SHALL BE REMOVED TO A DEPTH G RO HE IRRIGATION CC RRIGATION CONTROLLER TO THE REMOTE CONTROL
OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE, CONTINUOUS VALVES SHALL BE OF-14/1 DIRECT -14/1 DIRECT BURIAL CABLE. ALL WIRE SPLICES SHALL ~ ~
AN NIF RM B IN TO B PROVIDED AND BACKFILL MATERIAL SHALL BE BE MADE IN VALVE BOXES ONLY, D U 0 EDD G E AND SEALANT. 115 VOLT, SINGLE 30XES ONLY, USING RAINBIRD SNAP-TITE CONNECTORS VOLT, SINGLE PHASE ELECTRICAL POWER FOR THE
TAMPED ' IN LAYERS AROUND THE PIPE AND FITTINGS AND TWELVE INCHES IRRIGATION CONTROLLER SHALL BE R SHALL BE FURNISHED BY OTHERS. IF NECESSARY,
(12') ABOVE THE TOP QF THE PIPE TO ADEQUATELY SUPPORT AND PROTECT A 2" PVC ELECTRICAL CONDUIT SHAI THE PIPE. ALL NEW WATER MAINS SHALL BE PRESSURE AND LEAK TESTED THROUGH THE WALL FOR THE VALVE CONDUIT SHALL BE INSTALLED FROM THE CONTROLLER ~ _
PER AWWA STANDARD C600 AND DISINFECTED PER AWWA STANDARD 0651 INSIDE THE BUILDING, THE IRF OR THE VALVE WIRES TO BE PULLED THROUGH FROM G. THE IRRIGATION CONTRACTOR SHALL BE
AND RULE 62.555.345,F,A.C.. ALL FOUR INCH (4") AND LARGER WATER MAINS RESPONSIBLE FOR THE ELECTRIC fHE ELECTRICAL HOOK-UP INCLUDING ELECTRICAL ~
TO BE C-90O P.V.C. AND ALL WATER MAINS SMALLER THAN 4 TO BE MATERIALS. THE. IRRIGATION CONI SCHEDULE 4Q P.V.C.. WATER MAIN TO BE 3.0'(MIN.} BELOW PROPOSED GRADE. RELATED DRAWINGS WHEN TRENCF IGATION CONTRACTOR SHALL REFER TO ALL SITE ~
SEE UTILITY NOTES ON DRAWING C2• WITH PLANT MATERIAL AND EXISTIP VHEN TRENCHING TO LAY PIPE TO AVOID CONFLICTS AND EXISTING AND PROPOSED SURFACE UTILITIES. W C?
J. SANITARY SEWERS: ALL SANITARY SEWER MAINS TO BE SDR--26 (MIN.) PVC. IT IS THE RESPONSIBILITY OF THE IILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE ~
WITH A MINIMUM COVER OF 36". HIMSELF WITH ALL EXISTING SITE EXISTING SITE CONDITIONS, GRADE DIFFERENCES AND
LOCATION OF STRUCTURES AND K. TREE BARRICADES AND EROSION CONTROL: ALL EROSION CONTROL SHALL REPLACE OR REPAIR ALL ITf URES AND UTILITIES. THE IRRIGATION CONTRACTOR REPAIR ALL ITEMS DAMAGED BY HIS WORK, HE SHALL
MEASURES (SILT BARRIERS} AND TREE BARRICADES MUST BE INSTALLED COORDINATE HIS WORK WITH OTI )RK WITH OTHER CONTRACTORS FOR THE LOCATION
PRIOR TO THE START OF CONSTRUCTION AND REMAIN IN PLACE AND INSTALLATIQN OF PIPE SLEEV PIPE SLEEVES AND LATERALS THROUGH WALLS AND
THROUGHOUT CONSTRUCTION, ENCROACHMENT OR FAILURE TO MAINTAIN UNDER ROADWAYS AND PAVING, E THESE BARRICADES COULD RESULT IN ENFORCEMENT ACTION WHICH MAY AVOID SPECIMEN PLANTS. ALL L~ ID PAVING, ETC, ALL PIPING SHALL BE ROUTED TO
INCLUDE CITATIONS AND/OR PERMIT REVOCATION. SILTATION BARRIERS SHALL BE 1/2" PVC CL-315 PIPIP NTS. ALL LATERAL PIPING TO A SINGLE SPRAY HEAD uL-315 PIPING. PIPING TO A SINGLE ROTOR HEAD
SHALL BE MAINTAINED AND REPAIRED AT THE END OF EACH WORKING DAY SHALL BE 3/4" PVC SCHEDULE 40 SCHEDULE 40 PIPE, EXCEPT AT RISERS ABOVE GRADE '
NAY BALES SHALL BE INSTALLED ONCE PERIMETER GRADING IS COMPLETED. WHICH SHALL BE 3/4" GALV. IRON ' GALV. IRON PIPE, PAINTED FOREST GREEN. ALL MAIN
STORMWATER FACILITIES SHALL HAVE HAY BALES PLACED AROUND THEIR LINE PIPING SHALL BE BURIED TO p ENTRANCES TO PREVENT SEDIMENT FRAM BEING TRANSPORTED INTO THE PIPING DOWNSTREAM OF THE MAIP BURIED TO A MINIMUM DEPTH OF 24". ALL LATERAL OF THE MAIN LINE SHALL BE BURIED TO A MIMMUM
STORMWATER SYSTEM. HAY BALES SHALL BE PLACED ALONG THE DEPTH OF 12". THE IRRIGATION CC IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR
PERIMETER OF ALL DOWNSTREAM BOUNDARIES TQ PROVIDE FILTRATION OF THE FINAL ADJUSTMENT OF THE SF T OF THE SPRINKLERS ARC AND RADIUS TO ASSURE
RUNOFF DURING CONSTRUCTION. THE NAY BALES SHALL REMACN IN PLACE tOQ% CQVERAGE. IF ADDITIONAL HE UNTIL THE ENGINEER HAS APPROVED THE VEGETATIVE COVER ALONG THE IRRIGATION CONTRACTOR SHALI ADDITIONAL HEADS ARE REQUIRED FOR 1 D0~ COVERAGE, ~RACTOR SHALL SUPPLY AND INSTALL THESE AT NO
EMBANKMENTS PROVIDING RUNOFF TO THE PERIMETER, IT IS THE ADDITIONAL CHARGE. THE IRRIGATU THE IRRIGATION CONTRACTOR SHALL GUARANTEE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SAIL EROSION CONTROL LABOR AND MATERIALS FOR A MBNI FOR A MINIMUM OF ONE YEAR FROM THE DATE OF
DEVICES, IF AT ANY TIME DRAINAGE STRUCTURES OR EROSION CONTROL ACCEPTANCE BY THE ARCHITECT. DEVICES BECOME DAMAGED OR INOPERABLE, IT IS THE CONTRACTORS MADE AS NECESSARY TO MEET FIEL[ E ARCHITECT. DESIGN MODIFICATIONS SHALL ONLY BE TO MEET FIELD CONDITIONS AND ONLY UPON APPROVAL
RESPQNSIBILITY TO REPAIR THEM. .THE CONTRACTOR IS EXPECTED, AT THE OF THE LANDSCAPE ARCHITECT. T ARCHITECT. THE CONTRACTOR SHALL NOT WILLFULLY
END OF EACH .DAY, TO HAVE THE SITE GRADED IN SUCH A WAY THAT INSTALL THE SPRINKLER SYSTEM A' :R SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS NOTES
ADJACENT PROPERTIES ARE NOT ADVERSELY IMPACTED BY EROSION OR OBVIOUS IN THE FIELD THAT UNKN SEDIMENT LEAVING THE SITE. CLEARED AREAS SHALL BE STABILIZED EARLY OR DIFFERENCES IN THE AREA DI M THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES THE AREA DIMENSIONS EXIST THAT MIGHT NOT NAVE DESIGNED ®Y:
IN THE CONSTRUCTION PROCESS AND fF NATURAL PRECIPITATION DOES NOT BEEN CONSIDERED IN THE DESIGN. THE DESIGN. SUCH 08STRUGTfONS OR DIFFERENCES >
PROVIDE PERIODIC WETTING OF THE SITE, THEN THE CONTRACTOR SHALL SHQULD BE BROUGHT TO THE ' + s r ~ DRAWN BY. G.E.B. HT TO THE ATTENTION OF THE AUTHORIZED % I
PROVIDE A METHOD OF SPRAYING THE SITE TO PREVENT WIND ER0510N. REPRESENTATIVE. IN THE EVENT CONTRACTOR .SHALL CLEAR ONLY THAT AREA SHOWN TO BE CLEARED ON THE IRRIGATION CONTRACTOR SHALI THE EVENT THE NOTIFICATION. IS NOT PERFORMED, ~ ~ ~ may' CHECKED BY:
',ACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY (1 ra ~ ' :~~~l. crni r,
THE PLAN CARE SHALL BE TAKEN TO DISTURB THE EXISTING VEGETATION REVISION NECESSARY. A RAIN SENS( A RAIN SENSOR SHALL ALSO BE PROVIDED AS PART OF t JOB NUMBER '
IN ONLY THOSE AREAS UNDER CONSTRUCTION AT THAT TIME. ALL CLEAR THE IRRIGATION SYSTEM, M.
1 SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE, PLANTINGS, TREES, ETC. f;( 9345
SHEET
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT OF
WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.