SW8880712_APPROVED PLANS_19881025

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 $ 01 t2
DOC TYPE ❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE k ko 25
YYYYMMDD

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SITE_ DATA - f
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En_bEMENT TO G= <[' T' PAYE-
MENT.( END pm... -
�NSTPUGTlaN � � EASEMENTr SITE ACREAGE 3.99 AC. � -
�/ EPSEMEt�f `;r \! DENUDED AREA 2.0 AC. Z 2
PROPOSED GROSS FLOOR AREA 33.000 SO. FT.
TOTAL NO. OF UNITS (IBR/UNIT) 40 Q c
PARKING SPACES PROVIDED ro^ � � W
EXIST Ce"VVL - Q Q CZ a -
E TIMATED PROPOSED SEWER FLOW 4800 s
1 ( 20 GPD/BR PER STATE STDS)
.1 IMPERVIOUS SURFACE COVERAGE $ 9E �. 04
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cS, o ^ "` s4� B GENERAL NOTES
yI - _ - - EN r, rPEIZ-Y - 1. SIT DESIGN FOR THIS PROJECT IS BASED UPON FIELD SURVEY - -
- N -- - - - - - _ _ , - - BY EOLLIER SURVEY COMPANY (1-800-682-4316).
P'A ROAD AD IMPROVEMENTS TO BE PER D.Q.T. STANDARDS AND -
`
• - ��Ta6 - - SPECIFICATIONS. UNLESS INSTRUCTED OTHERWISE BY THE - -
- - : - TOWN OF BEAUFORT OFFICIALS. ROAD IS TO BE MAINTAINED - •� ,.l 'P-.-,I J MA�Gr� CONSTRUCTION AND ACCEPTANCE.
E3(5e6 [7ETAtL_IL THISsHT) BY TOWN AFTER CN -
GJ - - - .(�\J/ !"1- - - 3. CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE IN ROAD AND STORM SEWERS, IF FIELD CONDITION DOES NOT ACCOMMODATE
CURVE 3 / L7CIc� - - - - PROPOSED DESIGN,- CONTRACTOR SMALL NOTIFY ENGINEER.
oo - 4, 21' ACCESS ROAD PAVEMENT DESIGN 1S 2 S H _�b $E' 02' !S" i IN ES OF I-2 - - -
- - - - - - - - - - - ` - �� DELTA = 9S'3S'SS` � - AND 5 INCHES OF ABC IN SHADED AREASI�AND 1.5 INCHES _--
,. ,-- _ \ •.. _ - - FwveM6.N'T - / - -L-= ~j4.` L ' - I-2 .AND 6 INCHES ABC IN PARKING AREAS.- INFORMATION _ --� - -- - _-
Q EXIST\ 5ZEN7wGi7T7 - T= ZQ• oo' w IS BASED UPON SOIL TEST,gEPORRTSlPROVIDED BY LAWfft
\ ` PG StA . �n2. -
ENGINEERING DATED
,JUKE I/. FiS88 ,,�N T9
r+ . - DATE:
E 88
S. NO WATER CHANNEL4ZATIOR VIA CURBS DR PIPING SHALL OCCUR
" - - •. .v' - - V - - �= E1v1E2G�ENLY `, \ - � PT SrA . -T rCiO qS - -
-► " -- - - ll/E" Ka-9- AGGE_SS \ - \ .. \✓/// �� - - _ - OTHER THAN WHAT IS SHOWN ON PLANS TO ENSURE COMPLIANCE ORWN• - -
EXf ST WITH COASTAL STORltltATER REGULATIONS.
. }
S"T �P -
- 300 o Ps l To e�i c cAT=p CHK D
--
cu23 "Ta Ems. - - - AccESS 15Y- 117b r:3.� � S \rM ZC�rcNGY ACC�S i_/ NOTE : cONTZA:: "r0 Goo�Ot�.i'�Tl= . . _ _
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EJCIST'. so' _ SITE DATA SEP 1 '2 19w
\ Zq� / x.cEss KADIUS TD T1 - ,
Wi1rtliWetpND MipNl OffiM i 1 / TO L=XIST. PAYE- E l5T 1 w
M�NT�END F t \ 0 EXlISI l_z> AcGE55 (' y
\ CcNSTEUGTION ` SITE ACREAGE 3.99 AC.
EASEMENT Q i and
k/ DENUDED AREA 2.0 AC. L W M
I W
PROPOSED GROSS FLOOR AREA 33,000 SO. FT. i = LO
\ s TOTAL NO. OF UNITS (IBR/UNIT) 40 ca
Of 0\ .o
m PARKING SPACES PROVIDED 80 0 < Qf 9 Exlsr. co"wL I
ESTIMATED PROPOSED SEWER FLOW 4800 O' _
t ` \ (120 GPD/BR PER STATE STDS)
crI61
IMPERVIOUS SURFACE COVERAGE 28.9% H N
O w = d
o
FxIST. IZ"IZGP\ a . GLI�S i GyUTTtE'_ v / Z V Z
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\ �9` EXIST. GB TO BE
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o. A509'S9'38. IN L70"f-. 21V✓ IJ O : 71
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GO. �. - PROPaSEO C . f"r ST"" 3
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(3a N� SSPPc�� S ;58 GENERAL NOTES 4 i
c-U eE3 4U7T-E�_ -
vl ENI:j Pg er-1 TY 1. SITE DESIGN FOR THIS PROJECT IS BASED UPON FIELD SURVEY -
N A - \ - BY COLLIER SURVEY COMPANY (1-800-682-4316).
P 2. ROAD IMPROVEMENTS TO BE PER U.O.T. STANDARDS AND
SPECIFICATIONS, UNLESS INSTRUCTED OTHERWISE BY THE ,
Gat- TOWN OF BEAUFORT OFFICIALS, ROAD IS TO BE MAINTAINED
\(/ BY TOWN AFTER CONSTRUCTION AND ACCEPTANCE.o GU__�8�5EE DET/�ILTI�ISSNT),
V.
_ \ i 3. CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE IN ROAD AND
.,T-bq: - CURVE 3 / �JCI ST. \ STORM SEWERS, IF FIELD CONDITION DOES NOT ACCOMMODATE _ - -
PROPOSED DESIGN, CONTRACTOR SHALL NOTIFY ENGINEER.
p- = �4.00' ac�6 _F
C: = P 's, C 2, IS' / - 4. 27" ACCESS ROAD PAVEMENT DESIGN IS 2.5 INCHES OF I-2
PELTA = 45'3S'SS" AND 5 INCHES OF ABC IN SHADED AREAS; AND 1.5 INCHES 7
\\moo _ PAVEMt=N-C L.= 54. 91 ' I-2 AND 6 INCHES ABC IN PARKING AREAS. INFORMATION -�
EXIST B2FJ�ITWQOTJ T-= Z4. 00' IS BASED UPON SOIL TEST REPORTS PROVIDED BY LAW
ENGINEERING DATED DUNE 17, 1988.
' ' � \ Pc srA . �.Iz,- DATE: DUNE 1988
=7
i w APAf2Tf I TES P I SrA - 7+41.
5. NO WATER CHANNELIZATION VIA CURBS OR PIPING SHALL OCCUR
�� VEHICLE AcLESS \ \ _/ OTHER THAN WHAT IS SHOWN ON PLANS TO ENSURE COMPLIANCE DAWN5---�
` SEE IPAVI=MTV \� ��� EXIST L=LECT - \/ / WITH COASTAL STORMWATER REGULATIONS. - /b, �,I -e
',5600 � I DCSI�N SF-Cr SP-4 / TkZP,NSFo2M� � _ -
,aNG. / OLlT�SIPEFLEMEZG�tIGY \ /
ExT �u2g TO Fat / />CCGSS 13Y Power co. 2s �eNc� Access / CHK'D:
y SEf7 aN -SITE oNL`l D21 T FSE LDGATEP NoTI cO NTP.�oe 'To GooE_ptNr\-TE w
Ex 1ST. Pow E��OLE gY GC MAST E.� B2.ENTWoon APAfLT- _VALE - APP 'D: .
EXTRUDED CURB DETAIL EXIST L,UHT Tin ar_ \ Q . T TO
13LPc�, C-LOCAT'CD ol,y ,-SIDE C�cE AIL si--IrsP-4) MLNTS MfN\lAGE2 oN IZELOGA.TIoN -- SCALE: 1�= 30
0 30 so 90 Sz0 JOB N0 . 26-88
NO SCALE /EgM(�UEzv QY q�cc Ess \ � of MAI LL3oX ES FO7z CS2ENTWOOD
\ APAt;T MENTS. MAIL$OX�S T-o L3E ZaLOGATED SHEET
- c�UT51DE EMEZUENG`( ACCESS EASEMENT.
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III 111 1 / \\ " - - \ \ /\ \ \ \ TYPE B-PIPE OUTLET TO WELL-DEFINED CHANNEL 4 1""11010 e>'...nad.tona bedding Inalaral. I
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NOTE If,
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ArzE FINISH Brj ASPHALT GPI>c�ES. - _
A 10 \ \ \� ` • p 7t`I \ :i <
1 \ \` \ D FFL = 9.7 I 2. SPor ELEvATION C�eA�ES SHowN O �
9 uv7 rsloc�. A¢c To SUBc�2�GE
11I I1!I + i PAt7- coN"TRhC-To(z SHALL &I"Ic LL " < O ry
9 0 \\ \ Lr TEMPORARY C. /ERSION BERM/ DITCH Q F � < 0_
CD I �\ ` AQcuN D gLrjY�. BASE '^/TOP�It_ ,4FrF� Z 1 :I 9f \ \ �G STaNE # �AC3 AtzE IN P�Ac6 To o. MACHINE COM?A--ION OF ALL FILL IS REQUIRED. DIVERSIONS SUFFIENT TO DIRECT ALL W
PFDvt P� PGs(T, /EL DeNNo.C-E Awr.Y FPaM SEDIMENT-LACES STORMWAT€R INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED = I O Z
I'I \ \ No-T't=: \ 7 I r �L.DG• SEE r�ET7�l�. TI-1is SHT_ No 7) 0
PlvP_E51DN PITC-H. I I - PRIOR TO CLEAR NG 6 GRUBBING OF THE AREA (OR IN CONJUNCTION WITH THIS OPERATION cr (— _
SEE ��T-P.IL TI-IiS I I'I \ CO-OQPIf\IAT9L wM I �\ \ I s /�\LE(/_SEE �ETNIL i IF SEDIMENT CCF'•'ROLS 9 DIVERSIONS ARE INSTALLED AS EACH CRITICAL POINT IS REACHED). Of
SHOT. I , I-'I _ , SEW E!? SH�.VICE `•' \\ \ T1--lIS SI-'lL) D. DIVERSIONS S•v-_D BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS. < I O m W
It 'I 9 / AIA PLUMPINCz PLAN\ \ 1 4 S I W i Z
+ SILT FFsiCE c. DIVERSIONS S^C LD BE SEEDED a MULCHED IF THEY ARE TO REMAIN IN PLACE OVER 30 DAYS. J _J I 0:
III lr \ \ d. CHECK DEVICE AF-ER EACH RAIN, BUT ONCE A WEEK REGARDLESS. REPAIR AS NECESSARY. W j
I III 3" MASTED \` 11\ n Natva 1 e [ .• Vll.r c.1 glass lFta• • W O I W d
7r \ 4 wATE M 43 \t 2 Zo Lr 24 PCP@ o.SO �° z'w I zr, l ,L:yrF e _ I d m
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II IN\/. = 3.`11 BERM- BERM/DITCH- DITCH- ( lO
IIII l 6 I 8 \ I FE•S i DO
IIII 7+ G \ PRoPoSc� JUNr-T!ON U'ox
INV. IN = 3.Sl (24 [ NOTES POSITIVE GR%.DE MUST BE PROVIDED TO ASSURE DRAINAGE. If SLOPE EXCEEDS 2%t SEED
_ E�2A\/EL FIL-7E2 IIII)' r� H Z \ / \y"ems �O\ INV. IN - 3.91 (IS") B MULCH D.VERSION. TRY NOT TO EXCEED 5% (HIGH VELOCITIES RESULT). MAXIMUM D.A. i I
BASI NI (SEc OETAL I I \ t, - IN\/ oL-IT= 3.T1
TI--rIS SHEEN- p `v✓U \ / � �. � ll 1 -` 3�' � = 3 ACRES WITHOUT SUPPORTING CALCS.. DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY ! I
' 7+II + I r4✓D2AhI" FES le ' CIE Ta EX IST ��' \�/L AT INTO AN APPROVED
4 X 21 ,< Z I II l 7 / \ �X IST: pLu Ca, SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED.
II I 3,t C= V \\ P�S. \ l8 _ II C,4PP2aX. LoCATtoN SH0V,/N -
'II� 1 I _ \I III 7 / '� ; 1 I SEE SF-iT" SP-I ROZ
II I ZO' EASET4
ExISTT I l l� r sou ACE• rccoa Enr.D. 3-10•A! _ - -
I INV. =4.1` GONG. CURB -
I I I -11--4 LT F \T �puET7rE2L_ Si7--oTr.. SSP-4
)
SEE
NET--E: 3Foi"EZ`A✓V L-2AI FoToG E 2IGfL-TW MESL TE�LT ETZy PEg SH AFLEL2 LSTOE WP�tVA 1Xts-aFE Q
's - • ._..
_
MI'V. SLOPE. AWAY F2oIVI
ejLPCz. TO tbE S.o�
DATE: JUNE 1988
DRWN:EXIST. �2.ENT/Yac,p =F EL- = R.70 $1,CK FILL ""�Z'O PSaIL To PP_.OVIDG-
�� PGSITI\/{3. D2AIN�C�E FZGM Fst rY -
APA 2T MENTf�� 4 sL�a _ CHK 'D: ,
I I A !rs IST. /g" SAN.
I
III\ �EXI C sOw�e / ,� IautsT. O sua�rcALx iio; 41 < ur -ALE --- _ SCALE: 1 =
30
go
JOB NO.
vs F3L17� \ / / 4 STONE FOR- A.� DES14N 0 30 60 90 120 —
o i �xlsT a" sF\N. SHEET
/ SEwE� GRADING PAD DETAIL SP-2
. . . .

Zo
12
—
Rov:= cvr.15T
Lj
_ ..*ram ��, •, I . , . .
j —TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE —LI
cot
11 W k
F'P"�SrIDF- iI � •' �, NLI ;I I� TEMPORARY GRAVEL CCNSTRUCTICN ENTRANCE
T nl N::DOT; 5 or;f 57 WASntu STONE SHALL 6[ USED. PAD TO BE 50 L x 20 W r G" C AT A
{ I I! rXr. -S EAT"ING b TURNING RADIUS SUFFIC.ENT TO ACCOMOGATE LARGE TRUCKS IS TO BE PROVIDED. I
Lj• I : , 0v F101150
c ENTRANCEiS) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CGNSTRUCT:Ch
1 .'�. GOWFL 1 gIC�It�ICo 4TFtl[•'1 VEHICLES I
I I 1 S I TO r�glG� w vex• t . . [ d MUST BE MAINTAINED IN A CONDITION 'WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MuC I `Q
I \.
I, ONTO STREETS. PERIODIC TCPORESSING WITH STONE WILL BE NECESSARY, KEEP SOME HAND/ I I
lip I I t
I - I s��-'. ed�ae -w sr +__�� +; - • �_ .. . a. ANY MATERIAL WHICH STILL MAf:ES IT ONTO THE ROAD MUST 6E CLEANED UP IMM EGiATELY.
: G'• FFE = 7.0 .,[.roe
F fZ. , f— eEa v rrws i 1 1
2r.c' Br-:, �� .�� -. G - 4 , ♦ . j ..a•', -E. .J'J-.;�
gl_plT'6 ;E ASPHALT
--1- I" -�— a--- .' q II N ya' _ 4l 3-�lrl� l �C SOL.
N,
04
I I 4 r b ar PARK/NG LOT
j I I 6•• Minimum ~ t h'• th i'-c.It\
1 I z NCOOT ,y[5 0r .957 Wa•Me Sion- ---/ 'pa x:
/ P=1X115N G•P4DE
2*4 19Y+-r�SAT � 44corac$L,'3 w/ i
Ito o/.;. F?AM ­%Xurlvrb 19 w F tit 1 otJ� i ! P;Fc
\11
'STREET
ML. sMJn IoI-oa � B -PavTuEs-
Tlq
NOTES- APPL.CAt LE AT y PO'N :S OF INGRESS A EGRESS UNTIL SITE IS STABILIZEU. FRELuE'+T { 5LOPE TO DRAIN— —�
nN. ( O c.,a,[ I i 9I �I I f CHECKS OF Tnc u E. 0.N TIMELY MAINTENANCE M BE Pm OwbED.
I �i -`x' - o o� ✓D CDa�.V c �. II - - _ w . .v . ... .., .. . . 1 . -ry
0 �I— `Yvs�: O ✓li G,�JDVJ u Dp D D� I � --_ C; \ ':_.: - - 10Y.CC• Va.ael0. YVO:I iC.a wE Ow.F iC.,°rI s w-ea ar eCCOa F,• ]­_ Vua by avwn,we,. ' w Iw I �_ -\1 ,••� ,.A ,� 1 ,� •ti , , -I„�t�__/JI`•`z`
I �laN'✓L.,.rJ I � �_
SECTION O e , G 61 4/4
- 1.'� e,� •__. __ I - IR Mt�St>I GOFIYaGTeD . t7
{ I E-', Will e.'c,, f Io s:MC .,E'. T
caxarE ca cowc,E r[ .., s[ vs[c I \t/ E �7UBlI�flF.
^ � I�J id .-F i _ - _ -� •c. Z.• a c . •ee _..sr. °sE ...E .,,• PLAN W M
-- - .wf .Z' raw r w:run wsa c:ei wf low C*
y S^
4°` � .� � � �' I STANDARD YARD INLET WITH GRATE & FRAME DUMPSTER PAD DETAIL Z cc
� � � .
�dy" . IQ 6"4r
N � \ ,a I rrrs Z 09
4�C.0NC' g"_rL gW Uj
CZ a�
G
rs
FARKIrTG LaT-7 JOINT12' EXPANSION y N
BLDG/ . — I WITH20 Z
STORAGE
WITH AS O =
3000 PSI CONC. � IMPREGNATEDATED
NO RIGHT OF WAY 1 FIBERBOARD J
1 =
a cX
S.S' x26' 8-G S.S' a_eaTKu:rl=m SEQUENCE Ii1Ty �=L 1g1l —7 ul`— COMPACTED SUBGRADE
1beerI 1. Obtain grading peg W LL
s`- EXPANSION JOINT
2. Install gravel construction pad, temporary diversions, silt Q W fencing, sediment basins or other measures as shown on the '
*SLOPES 1/1_ PER.FT. iB LOPE approved plan. Clear only as necessary to install these devices.
3. Cali ctor '41and for ins er inspection by Environmental LAj
CONCRETE SIDEWALK & JOIN T
Ifispec for and obtain Certificate of Compliance. NO
4. begin clearing and grubbing. Maintain devices as needed.
CIO
Ibugh grade site. ,w '
L-- STTT. GCU G6 t sUTfGC S. Install score sever (If shown) and protect inlets with sift %iI W
Sai6 fJG1"Aw TF{�5 SHT fencing, sediment traps or other approved measures as shown
on the plan. Begin constructing building, etc. 11 C'RADIUS = ILA
6. Stabilize site as areas are Draught up to finish grade with
6.0' SIDEWALK SLOPE TO DRAIN I
EDGE CONT vegetation, paving, . �-
eaten linings, etc.
\ ` 0
7, Yren construction is complete and all areas are seat i lazed s.l f— SLOPE 114- PER FOOT 4i SIDEWALK f ems••
SEEDBED PREPARATION * TERRAjB_ -MAX SLOPE PAVEMENT DESIGN.
compiettly, call for impaction by Environmental Inspector.
LEVEL 2 1 9. If site is approved, reanve rema- - •� [ • - ar - a� e - /
acted areas arni rya Cad Wpfoil 1 inches 3aep ever advrrse Pang s diversions, e It -< - d -- �
s�
term. 1.0•
ABC 'n9. sediment basins, etc., and seed out or pave any � _
5 zeaui cx nq bare areas. All remaining permanent erosion. • a ti �\
l.) Cr.isel comp RO LLIMG 2' 1 1-2 control devices (su:,F. as velocity dzss::.a tars? should be a��i'l
soli" conditions, if available. 2.5 installed now, -
2.) Rip the entire area to 6 inches depth.
g. When vege to•ion has Deerue eatabi fisted, call fir f.:ai site
3.) Ream" all loose rock, roots, and other obstructions leaving surface insp'e"°n by Environs±-ta: Inspector.
- reasonably smooth and uniform. PARKING AREAS- -train a ,rr ci •.�.. - c. ti B' B'
"-r.F.. on.
4.) apply agricultural lime, fertilizer, and superptnspl:eau unifoeAly arwi ABC 6
■ia with soil (see below*) .
TYPICAL ROAD SECTION I-2 1.5- MONOLITHIC CURB SIDEWALK
5.) Continua tillage until a well-pulverized, firm, reasenfbl7 uhif0m
NOT 77 SCALE
seedbed is prepared 4 to 6 inches deep. -
n
Z v
6.) Seed on a freshly prepared seedbed and cove[ seed lightly with seeding Q 0 m
equipment or cultipack after seeding.
7.) Mulch immediately after seeding and anchor mulch. Q
J ,p
a.) Inspect all seeded areas and make necessary repairs or reseedings O
within the planting season, if possible. If stand should be over Z
60% damaged, reestablish following criginaI lime, fertilizer and U
EL
w _ O i
seeding rates.
9.) Consult Conservation Inspector on maintenance treatment and fertilizaticr. v I U
after permanent cover is established. - ~
Q v
CE)ERLL MOTES: Q O m J
• CONTRACTION .)ONTS SHILL BE SPACED AT 10 f00T RYTFRYLLS, EXCEPT _3Z
Apply, Agricultural Limestone - 2 tons/acre (3 tons/acre in C'ay soils) - _ Y
Fertilizer - 1,000 lb,.(ac re - 10-10-10 ' THAT 1 15 FOOT SPACOC MAY BE USE13 OEM A MACHINE IS USED OR DEM
SuperphosFhato - 500 lbs./acre - 20% analysis i- C3 W ^r
SATISFACTORY SLF'POIT FOR SHE FACE FORM EIM E OBTAl1E0 tI1iQR t)f w
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion Y 300 gain.;ecre —�- USE OF TEMPLATES Ai 10 FOOT tNTECVALS.L JOINT ING. war E ALTERED W w O a LL 0
BY THE ENGINEER 20 PREVENT UICONTRaLED CRAC[116. O J m
x
I " ��SPf1raX—T CONTRACTION JDIXTS MAY E BMSTILLED /Y THE USE OF TEMPLATES OR Q lLI O
FORMED BY OTHER APPROVED METHODS. /HERE 10 JOINTS ARE NOT FORTED m W
OR m
SEEDING SCIIE�IPB I j I ` ' \��—r� � Bt tE`FLITES. l MtPMM DEPTH O' 1112 SWLL E 1ltIMEO.
ALL COMTLACTIOt JOINTS EXCEPT IN B't6' IEAIAM CiIMB 9441 E FILLED EL
f _ -
sl„,ulders, Side Ditches, Slopes (Max. 3:1) .I I - tITM ANT SEALER.
f
DATE Type
Planting Rate <=•=`�-• I -
Aug 15-Mow 1 Tall Pascoe 300 lbs./acre �;ij6�.•�,f�L_ �j i _ ) 8 -- ) r L RIGID O :TS. SHILL E SPALEO AT FOOT WTERYILS. 4O 10JICEMT
sot a ta.r, 10 Itl WGO CB E=TS.
Nov 1-Mar 3 Tall Pascua - 300 1Da./acre i r s•awasa vc r.s. —�/—�\�--7 2'-6'^to9 ate= �fTTEP
i Abruzzi Rye 25 lbs./acre ---"--
�t
Mar 1-hpr 15 Tall fescue 300 lbs./acre /I Ts�rE;' iO' - rn-=as Is a+ maraus -.
Apr 15-Jun 30 Hulled Common Bermudagrass 25 lbs./acre
asE s,s sLr.80
Jul 1 -Aug 15 Tall Fescue an; 120 lbs./acre sous *o ea+ [„rE f' .T+r r..ca ''_� r i•a afrE
•••Browntop Millet 35 lbs./acre ran ts[u a[t a T sk -
...or Sorghum-Sudan Hybrids 30 lbs./acre v'•
I - _
E urE a sl.cla ' -
Slopes (l:l to 2:1)
.t . NOTE:
Abbess cis
Mar 1-June 1 Sericea Lespedeza (scarified) 50 lbs./acre rr araaae ,a 71. '_UQ-r.�' �L+T-T Ee To FEE LtSED
awwac[ sTE•s saeIN w �em � eweea+ oFF- SITE. ONLY -
(Mar 1-Apr 15) Add Tall Fescuo 120 lbs./acre '- " �' - -
=.IPE i7 S_--�E _ F_,� 1 oa ACHY RIM M.A_ PLAN BUTT JO'NT
(Mar 1-Jun 30) Cr Add Weeping Lovegrass 10 lbs./air• --- — ,. _ _ _ _
(Mar 1-Jun 30) Or Add Hulled Co+m+mn Bermudagrass 25 lbs./acre - - - = .>_ - ! ;d z au.) -
Jun 1-Sep 1 •••Tall rescue and 120 lbs./acre �' ban
Y•Browntop Millet 35 lbs./acre ' E T ��� a��
I SGED:
***or Sorghum-Sudan Hybrids 30 lbs./acre a „ws n,. __________
Sep 1-Mar l Sericea Lespeda..a (un n hclled-uscarified) 70 Lbs./asra •�--- -•� -
and Tall Fescue, 120 lbs./aceo DUNE 1988
- 1'— -
(NOV 1-Mar 21
TRANKVix
Add Abruzzi Rye 25 lbs./lose
1 ' c �PaNSIOT7 wv DRWN
w1T
Consult Conservation Engineer or Soil Concervaciun service for additieaal in- I• INLid AND Ci T:EF '
formation eoncerninq other alternatives for vele"cion of denuded areas. The above /� T A / P SAS;
-- -___
vage cation rates are those which do wall under local co Iditiensl other seeding A'SPH AL1 �' `�DI`� SASE vwlr CHK'D•
race coaa"tians are possible. cJT
PiP�M P . re,,-,a Ir E•: r: '-I APP 'D:
•..Temporary - Reseed according to oytiaum season for desired permanent vegetation. nn
Do not allow temporary cover to grow over 12" in heignt b-tare mowing, otherwise _ — No s _ - STA'�D-RD CONCRETE CURB AND CURB 8 GUTTER SCALE: AS NOTED
. °csu2 may ha sF,ld-_fl out. _ - - � -
-
' �- _• ... ..:.:•; JOB NO.
=E ecaales 26 -88
SHEET
STANDARD PRECAST CONCRETE MANHOLE 703 SP-4 OF

T
T
r
c�
I
GaWfAI, N(}fhti AND SPECIFICATIONS - IRRlrkTION SYSTEM
S
ss'3l. 1. Design in based upon static pressures of 55 lion, psi and in provided
31g 03S F by Tam of Beaufort.
2. All plpea shall he Class 160 PVC in 20' sections with solvent well
joints.
3. Approved systems will W as manufactured by Toro, Rainbird, or
Nelson. All installation shall be according to specific
manufacturer's guidelines and specifications and according to FJJ
the layout shown on this drawing.
4. All interior piping shall be 1-1/4' PVC as specified above, unless r
noted otherwise. For pipe sizes larger than 1-1/4' use push-type
joints.
b
5. All f.inlahed grading shall be completed prior to installation of Q
irrigation system. Irrigation contractor shall coordinate - s
installation with landscape Plant!" plan and landscape contractor,
6. Relocation of heads to accommodate existing site constraints shall
be completed during field installation. Significant charges should w
be reviewed with the design engineer prior to installation,
7. Sprlaklec heads shall be pop-up impact rotor type, pop-up plastic -,
gear driven rotor, pop-up fixed, at fixed as shown on the plum,
Full circle, half circle, or quarter circle shall be provided as
noted. Valves at each Zane stall be automatic electric solonoid
type control valves mounted in valve box with cover. Valve boxes
shall be provided on top of txw cubic foot of atone for drainage
of box after valve operation. y QQQ$
8. All lines shall be at least 8' below fintahed grade. W
9. Mount the automatic controller inside proposed maintenance shed, M
N
Z
10. All wiring shall he minima 14 gauge, 24-volt for operation of u•
N u' electric solonoid valves. The contractor should be responsible - Z 09
/ o > for start-up and valve adjustment after installation, Lid
� N CF)
-Z. Z Ion Q 11, Contractor shall guarantee arstea for I year after lostallation ca
• PUFp UP I M PAS TYPE parts and labor. Z Z
4,5 61 PM/rA.
• 12. Contractor shell provide owner with complete operation and-main[arialnce J J n manual of the system after construction, a y N
11. Install at least one autcsetic drain valve at the low point of Z d
each zones piping and in the bottom connection
nd nection e4 eachixper<t Z
0
rot6r pop-up sprinkler, a provide a large shovel lull of
wasted stone under each drain valve. 0 4 �
• 14, Contractoc shall provide s:eeveu under all walks for pipe installation. Q Q
- • 15. All construction shall be y Q
E 9oa1 quality workmanlike construction. —
2g i9 - Contractor shall replace ditch, grass, need, and mulch to restore to Q'
N7 59.A2 - ZONF S Pop up iMPPLT _T �"PE exisEing conditions after installation _
Ca
• 16. Contractor shall not allow arty dirt cc grit inside the piping during W CC
constcuctian, W
z • • - 17. Contractor shall thoroughly flush system within each sae prior to - 210
final installation to insure cleanliness of piping,
Pa t 18. On riser fixed spray heads that extend above proposed shrubbery, W
N .\
• ground beyond 18' for adc%tional support. W )1C
Is; contractor shall attach road shahs, should rise[ •stood shove = La4
19. All risers in shrubbery area shall extend higher than the proposed a)
• O CG plant.
( • , POP UP4C-..EAIZ
MouNT P+J ro a. @ 2.of 2.5 rapm A
�r.F-rRoL—fie is DE
• M IN-f. N
OIL. Imo ? \ Z" IRziC�t�T n
N
YsrEM O suPPLY Pt PI NG _ Q O
N �
e CD03 N Z
LJU�S7r a�41iNC2
ppZONE 3 `" Z � h
e
2�0 PM/eA O M to
Oe= ls' W1ktJ. o
ZONE Lo • Q Q IL v
Pd? uP ixc� TYPO m Ld
Z U
zorvE t3 t�oPUP UEA2 X O z
Of= 1S' MnN.
2
��2�vF� /2 Fikto a U
cPI1�EA, a O M ow
• J
2 FIkED Z Cr
1✓bP U P
Qo War
• w O
w LL a v
O cc
Q J
W W m
M LU
SLE61 WO C
• Ieev Tho Ji iiK a
i Zilu "INCPIPINC-a (TYP)
�E�
2 POP UP T YPS
GI XE�
S 2/ `/EPP 5Ac�F'Low (�EC�,ND
5GE 6NT. 5P-2 G7=E�/EN'T�Z 3Y ♦ 5at_tNol � vs>(�YE SIGNED:
BEEcG o� F1 what_
TYPiG1aL �iZiN{�,LER i +�fiD
— zoNE 7 DATE: ,
e= 'Ss' oil Z.0 -2 S GPM t.A.YOL r eor-4N oN PIPItJC� DRWN:
troP uP il+1PAC.T TYPE fJ Z�hJE VA Vr:/ ; CIO, Crn-E�y
Zonl�
��J�S, @ 2.S - 3. 0 �Pr-�/�. -� IaATE V.•.1.�� CHK 'D:
APP 'D:
PcP vP IMPACT TYPE SCALE SCALE: � hl_ 3oi
o so 6o so izo JOB NO.2��
SHEET
SP - 5
- — — is -

CURVE TABLE
NO. RADIUS DELTA ARC TANGENT CHORD BEARING
1 24. 19 44'55'22' 18.96 10.00 18 .48 S 52'02' 19OW
I2 24.32 446420382 18.97 10 .00 18.50 N 83'08'41'W
8 44.96 77022'22' 60.71 36.00 56.20 N 22606' 11'W
9 203. 19 46'50 '05' 166.09 88.00 161 .50 N 44'27'06'E
i0 161 . 63 46*50*058 132.12 70.00 128.47 N 44027 '06'E
TANGENT TABLE
NO. BEARING DISTANCE
sss3r• 1 N 21'020030E 40.02
31900eE
3
h
W co
N Z
N
�O Z c"
W ^
m cz Q�
m Z
Z n
Q N
Z d
0- v Z
i =
Z Q
LLF
LU J
N ,,5e.p2 Q Z Q
LU F- Q
v / W
z
o P
o CO)
NJ ,`
V
n �° W x
G l� = W
^
OO1"1 S m
Z `*
47 m _I Q
O af
M I SCo.S' d' O n
r Q 4
7Li NInm Li
w U IY
Ql- f O z
U
L ¢
Q
zd, a O m w
J -
c9 ao f,2 J z
S
o i.
Q w O a v
w L
S9� O OJ x
l8 0 q Q W 0
m W CO
CDT--
A,PL s8 SS
OD f
'fin
CZ S
r
• FufL c� :r TIN UtL� '-_-, � � -
jA p0•N
5
S G j+r
D E: 7
DRWN:
CHK 'D:
APP 'D:
SCALE
SCALE:
0 30 60 90 120 JOB NO.
SHEET
5�