SW7950810_APPROVED PLANS_19951101

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW i���D
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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FUTURE DEVELOPMENT
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WILLIAM PRESTON EAKE.S
DB 563-274
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CURB & GUTTER DETAIL Na SCALE
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5. au. c�,J�-reuc.->Sn�1 sl��u� cU„1 ��zM, -ram THE u�� op I�E�r g�J s-rkl�okleos k�l� s�,�-I I��� • �
'�. HA►JDt 5P► S 51'eaL�alf`ci21 To �l.0 STk1� 13U1+ D�,1'} �001� , loGlJv,� 1-c aue�.s IP�I u Got�1; . DB 1176-42
7. WAME SE2VK SHM L� iE1�5iht L�7 IrJ �re,cr �cq� �,}r,<-� �i.c. sT r3uILn3�4 rotes , �1 �R T -1 Iorhrt-rJ 1 17� ��luo, AUTOMOBILE SALES
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TYPICAL CATCH MASS / VAR* 11ELXT
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SITE DATA rNOTES z6
TOTAL AREA 3.83 ACRES LbCU�-oNZ( 11Jrw.l Pi lo�P�ow�e`>�• } '_ �� Z°.a4 z� S�L�
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2.-T6p49,A¢u1c. i►.J012/4Tra.} TXrr.E.% Pr-w F•lEL.0 -.LJI?✓P� 0►-( $a1t`Hf'Z.�-1 &W0K1?-.IlrS1 L-',a`T E , t7RTr-Q W,-Ie0 00 �iGVo 29. �
ZONING C_3 3-6 r.P- �- AU-JeerFY-rHE- u,carr�l or-au,CiLViLVj Urit-ill Es ,�►V sk-iAu� F,6 ►�sIr,►.t;' ror- hi.►-r ak,4htiE eAUL �� r-�O 5 � M
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�.SeE Au4-1tTffTuRA<t- rA*4 e,5 of : UAxkfuJ t-Fa4ma-% ptg JSUILOi�A Pjme ,510&,l - JKLM INC.
PROPOSED USE 2 STORY 60 ROOM HOTEL s Aul 6PO-4r9U67rn� SHAw � . PZ3 -0 THE urY Pr- JEW a� S-rk J Okrrx kOn s��l 1I��. �
N,,,oiA-P -�Ce►Cxs 5NALt 4,.Jrr,0 0 ->o ►J.(f,�
- :57"t 13U1 � t2oX, w0r_ %10L Ar 1-c , cEsS 1051 u•cr 40,0E . DP 1176-42
BUILDING SIZE 301000 S.F. 3>
7. WAM 9 5eeocc SHA-,,L 3E w6T^ti- 1% Aa6v- ka3 Wi-x-{ j.c- STKru sulliwq oor- , t 4vi rgem.rrk::�.l vwAareo iLy-Aoe- 6ulL.V,- . AUTOMOBILE SALES
PARKING REQUIRED 1 per room 60 SPACES g-s,� tz 5C1`f SOALA-6r✓irl:srM+.e,� id Z1-0Cr 4 °'fDA ,`e \�i'ra O•c- ZI-A r&-ij W1► 4 too•.
i• �i o� �-r,w 1, n.J o ��µ vinrt✓� �Ert�i io � �..�0 5�•l�- � /rPPI"�./a'I �-( ►Jb�ft-i ut Rorr.Ja. o � r� �i ,Z. >�zb Q -� cr �Tt Art= � cr�'u Pk,.�c,f- -
PARKING PROVIDED 66 SPACES lo•Kr ,pR l_.tc,H-r'&'ej SHI&LIL FN5 4X'+,). KP.s. '->d"I-x).5HomW Hvrur-E 90 4'5Q.
IL ALL rAf4C4 if A*Jt?OPlEe, sHku- 156 &`A6C.
LANDSCAPED AREA (66.6%) 1111107 S.F. i2.sw�i P�tZMI sHa1<l3�aPsrk7�lt P� -� 1� A•+.at stt30&jF
11. ALL- jar eluftgv- pOA'lvc e>Hku- P� Co�l�Jrxl"gl0 Imo' 6rov-m DP•+.1,�JAr,E �fGT.Ic�RK
14. - H E REra•rr -1 �&V S;Wxu, BE ij ITku•W e9kf - "� Cn00�ROcrloJ a-- T i `7rf,,W 200 � ME
IMPERVIOUS SURFACE AREA (33.4/0of ) 55,727 S.F.
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CONSTRUCTION SE:IIUENCE? 62 SAllGE -Cx3"Olt Y'M4"WELDED WIRE HOOKED ONTO NOTES' 11 TOTAL ONAIHAGE AREA FLOWING TO SILT
PREFORMED CNANNELE ON METAL POSTS, OR FASTENED FENC[ MAY NOT CKEED i ACRE.
1 . Obtain grading permit. TO CEDAR OR WOOD PI W/ IN). G STAPLES. t I SILT FENCES SI'ION" NOT SIE USED AT
2. Install gravel construction pad, temporary diversions, Silt IMIEOWMETaONINAREASOFCONCENTRATEDULTRAVIOLET RESISTANT.1 ~1 FABRIC so' r,R
fencing, sediment basins or other measures as shown on the OR EW%%LENT STCUREDTO WIRE YV METAL FLOW iCREJ:7CS.DITCHLMES.SWALESETC. I
approved plan. Clear only as necessary to install these devices. CLIPS ON WINE AT e' OFF CENTER.
3. Call9�L'PS�46r for on Tito inspection by Environmental .•, ' • = •
• ,:..F4
lnspec for and obtain Certificate of Compliance. [s on >.m,l or
ERgT,RE •� • • . ' Pao"$*D
• . , • rI,ItNtr[r
4. Begin clearing and grubbing. Maintain devices as needed.
Rough grade site.
5. Install storm sewer (if shown) and protect inlets with silt
fencing, sediment traps or other approved measures as shown
on t}le plan. Begin constructing building, etc.
6. Stabilize site as areas are brought up to finish grade with
vegetation, paving, ditch linings, etc.
7. When construction is complete and all areas are stabilized
completely, call for inspection by Environmental Inspector.
8. If site is approved, remove temporary diversions, silt
fencing, sediment basins, eta., and seed oucor pave any
resulting bare areas. All remaining permanent erosion
control devices (such as velocity dissipators) should be
installed now. •
9. When vegetation has become established, call for final site
inspection by Environmental Inspector.
10. Obtain Certificate of Compliance.
Seedbed Preparation
1.)
Chisel compacted areas and spread topsoil 3 inches deep over adverse
soil conditions, if available.
2.)
Rip the entire area to 6 inches depth.
3.)
Remove all loose rock, roots, apd other obstructions leaving surface
reasonably smooth and uniform.
4.)
Apply agricultural lime, fertilizer, and superphosphate uniformly and
mix with soil (see below*).
5.)
Continue tillage until a well -pulverized, firm, reasonably uniform
r
seedbed is prepared 4 to 6 inches deep.
P
6.)
Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding.
7.)
Mulch immediately after seeding and anchor mulch.
8.)
Inspect all seeded areas and make necessary repairs or reseedings
within the planting season, if possible. If stand should be over
60% damaged, reestablish following original lime, fertilizer and
seeding rates.
9.)
Consult Conservation Inspector on maintenance treatment and fertilization
after permanent cover is established.
* Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer - 1,000 lbs./acre - 10-10-10
Superphosphate - 500 lbs./acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion @ 300 gals./acre
SEEDING SCHEDULE
(REVISED: 1-1-86)
Shoulders, Side Ditches, Slopes_(Max. 3.1)
•
DATE Type Planting Rate
Aug 15-Nov I Tall Fescue 300
lbs./acre
Nov 1-Mar 1 Tall Fescue 300
lbs./acre
& Abruzzi Rye 25
lbs./acre
Mar 1-Apr 15 Tall Fescue 300
lbs./acre
Apr 15-Jun 30 Hulled Common Bermudagrass 25
lbs./acre
Jul I -Aug 15 Tall Fescue and 120
lbs./acre
***Browntop Millet 35
lbs./acre
***or Sorghum -Sudan Hybrids 30
lbs./acre
Slopes (3:1 to 2:1)
Mar 1-June 1 Sericea Lespedeza (scarified) 50
lbs./acre
(Mar 1-Apr 15) Add Tall Fescue 120
lbs.'/acre
(liar 1-Jun 30) Or Add Weeping Lovegrass 10
lbs./acre
(Mar 1-Jun 30) Or Ada Hulled Common Bermudagrass 25
lbs./acre
Jun 1-Sep 1 ***Tall Fescue and 120
lbs./acre
***Browntop Millet 35
lbs./acre
***or Sorghum -Sudan Hybrids 30
lbs./acre
Sep 1-Mar 1 Sericea Lespedeza (unhulled-uascarified) 70
lbs./acre
and Tall Fescue 120
lbs./acre
(Nov 1-Mar 1). Add Abruzzi Rye 25
lbs./acre
Consult Conservation Engineer or Soil Conservation Service for additional in-
formation concerning other alternatives for vegetation of denuded areas. The above
vegetation rates are those which do well under local conditions; other
seeding
rate combina>rions are possible.
***Temporary - Reseed according to optimum season for desired permanent vegetation.
Do not allow temporary cover to grow over 12" in height before mowing,
otherwise
fescue may be shaded out.
IT
s
. MAX. SEDIMENT STORAGE LEVEL. KI*OVE
SEDIMENT WHEN T1IS"4-EVEL 13 REACHED `_SAS FENCE rr
OR AS DIRECTED BY CONSERVATION
OF VV
s �
F TO INCREASE STO1MiGE
• _ $''- --`'f S"19T DRAINAGE [ONLY) GI/NR,ITT MO PROEDNe T1IE LIf[ OF
=_-� "��'• `� a :� ` THE "I MME. IT a "MR&LLY
ADRRSAI TO Ole A SEDOMW PIT
ti : - •5•I a s -=--HATURAL GRADE
-T • r �t� 4V. � N_ 1r T CANfir APPROIL its OF PASRiG G[TO TIENCIE.' WME1t M/ lDIL G TAYP MtKPLL a now OP YMM G1LT F[NCE
M T psi +rN� CARNT e` of WINE WTO TIIEMCIINEM[11 POfSISI[.
MEtAL.CEDAN 0111/C14" TREATtO 0000 FOSTSAT q' O.C• MAX.. CREW 6
+ p1 �111 J WOOD POSTS NO" K 3' DEEP MNL
• �. IE
ROAltrrT • , tLtrR tT011[IRD. Dt1 •' •' '. ERE At[R.
PLAN
tAltr�s 3E' rIR. n' WIN,
+ara.rr NE■ tOrEr RutnO+
i'rIM. 12• YIN.
CROSS SECTION
CONSTRUCTION ENTRANCE
-DETAIL. Of SILT FENCE --
-NO SCAT
A!"
2' M11i� NAri•IE
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rn [ a+IL awe
rDP Of sue CARRT NwLw �1 >� SWISS DrF DrE-L.P-Ntpwr UP.4/1
I' F t[.O+RD NFL
TAD 1►tylitrolLar�tQntlwtlFN� _ _ _ _ _ _ r r Z
Irrr�lrl, �rLOW SrOPANZom - •sra"19 IT 4� AliITrRAG�.iyF/a MAr,MuN _fLnA��
wN.
,rl r 7EMKOT .STORY[ ROM (VOTAL SOWN rIMIMJTYI
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pt +Its IEI 1- •1 RIr-R+r `TEN1-Pc RARY _R S 10 IJ RTcH
D' k Cn10 S CA L E
rrlL \\\
r aAIMVM LtrtL or llbimt Nf COLLECIED-
CLEAR DASN. ■RIFT TNI. LEVEL 1! REACI•ts SECTION TMU BASIN & FILTER NO SCALE
GRAVEL a RIP -RAP FILTER BASIN DETAIL
CARAT RI► -MAW up '
Sees OP SPILLI.AT
II "lot
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APPROPMA E SCrrEDId.F
��_.��. r ,�•E ' I •N VIEWFOR 011illEhISIONS
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r' APHIOa--
SECTION THRU BERM 8 FILTER PERSPECTIVE VIEW
NO SCALE NO SCALE e
SECTFOr�-G Ir •h.. dim m , RwI4 aNIIA10r a+s.rs", or
Ar(ol-I&l 067 wart.IM. b#*I MI.ryL
TYPE A- PIPE OUTLET TO FLAT AREA WITH NO N°T s' pl E• I-0 I.AI.. The r..rr .I.•w elrra.l.T
DEFINED CHANNEL be am w■ III.. t [.era
A is dT - I' Erw. ladwR..11 I.+I.p.r or I.y of
1 5 awM.+ w.e I r.ch..r is II
Min
r min tsl LA • LAAEu d rrpr.s Won
D
I lu�'i is
Lila
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lLdlL,vlErlr tratlt alter•
A do
L. `-I Class A -or 8 0SEE APPROPRIATE SCH DVLE
I
Erosion Conlrol * ; FOR DIMENS"S
Stone r
e�T�
�
I IIII'1 - / .'•I-'III,Ix-;KgL2N G-S Eater lr.>i.rwM+p.wrww+rw.rr
TYPE 8-PWE OUTLET TO WELL-DEFINED CHANNEL4"
Lll,nr. ! i .II P t'noef
Sucilun A A
• CULVERT OUTLET PROTECTION
CR�Ck_ DAM -NO 3CAL:E-
Drop Inlet
with Grate
Stakes Filtered
Water
Filter Fabric
Runoff Water
with Sediment
Buried
Filter Fabric
6N Minilm
§Pecific Application
This method of inlet protection is applicable where the inlet
drains a relatively flat area (slopes no greater than 5 percent) where
sheet or overland flows (not exceeding 0.5 cfs) are typical. The
method shall not apply to inlets receiving concentrated flows, such
as in street or highway medians.
SILT eENM DROP INLET SEDIMENT FILTER
S,BD&Wb
r
-too' Ez • 21. 2
vSw_ = i°1 .2 5S /
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iN0 to lils.2 -
Paul n 6L • 12.0 --
9- GRALL 13E MAS04"
w t 42794?-- IMs> pig. 1bF of
oESa' !o" MCA�E 3 WALLS &P 6L. M-25 . fbvelii
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