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SW1070701_APPROVED PLANS_20070925
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE 7�5 YYYYMMDD SITE DEVELOPMENT PLANS FOR �,�- ,� -pfImto-a. . ��-� r� _\IrL, s � o9��� �...� JWENr.� � ���3 Pilrb PREPARED FOR: #4 14ARRIS blVERSIFIED SERVICES, INC. 3280 HOLCOMB BRIDGE ROAD, SUITE C NORCROSS, GA 30092 PHONE: 404.213.6349 FAX: 770. PROPERTY ID # 7572-21-3328 ADDRESS: 341 HIGHWAY 64 WEST VILLAGE OF CASHIERS JACKSON COUNTY, NORTH CAROLINA AQUATERRA PROJECT # 1106031 LOCATION MAP PREPARED BY: ZIM . aClUaTerra a n s I nf= a r I n s AQUATRRRA ENGINEERING9 LLC 240 HERITAGE WALK, SUITE 103 WOODSTOCK, GA 30188 PHONE: 770.924.9799 FAX: 770.924.7866 USGS VICINITY MAP SEP 2 4 2007 DENR - WATER OUALI Wetlands & Sk miwater Branch NORTH CAROLINA ONE CALL SERVICE UTIUTIES PROTECTION CENTER 1-800-632-4949 IT'S THE LAW INDEX TO SHEEM DRAWING # TITLE 1 COVER SHEET 2 ALTA/ALSM LAND TITLE SURVEY 3 GENERAL NOTES 4 DEMOLITION PLAN 5 SITE PLAN 6 GRADING & DRAINAGE PLAN 7 UTILITY PLAN 8 - 10 THREE-PHASE EROSION CONTROL PLANS 11 - 12 EROSION CONTROL DETAILS 13 TREE PROTECTION & REPLACEMENT PLAN 14 STORM & SANITARY PROFILES \ D1 - U3 � UC IHILJ ro Lo �Jt— U M a p N U t7Ftu Mn z_�gn 0i uj � l7 x, W [ z3oa — P y Q 0 W G00 P C � [ a C4 W m _ 0 0 raw Lu a u �W W N T vogM < O 'D W C � V u- ve Vo yam OQ 0: Co OC .. N j = _ O a cc = eC o Qco = N M CA \��e.OFEB S/0��9�ie a SEAL bpi 0 25 7 s�� E N. IVN �� W. >m mw� O LLZrr6o�-?p0; Z U• Z W Z= Z 7, O W W W ow�J y,O6 �; Wye YFJIZO~OC WZW �%• Zj2�1JF WQ3I-WZWW OWZZomd,n��3C N U — Z W x O Z W 3 O a QWJZO3� WWyOj OQWF pW YIGaC~F6 ZJpW0'1'Nj =a~x'oza -3r.YX 3d� FC�i FQQ3?3 F w0�-9J Q z N J O W o xuwaly wo W `n3=F- U) Q ~�0z t C Q o 1 % = 0 Z W > a V) W a m inJV �� U W co) > O i Q W 7 Z W = 3m W O < Z HIGHWAY VICINITY MAP 1 M, ti �.t 12�,?��� ' 4s,l�.�rEV j"C ow 0 0000�0 NOTES: 1. SURVEYfB WEb ON 11 8 AW EkTSTIHIS MONUMEtJtA AelsawN, 1!. PAMtEL MAY qq88 TOE IIBVTb. R14tne-OP-WAYe AT� 1M ��pp :�ANb UNN'iRt 5' s %6 f4CrT A EEM A 61rO� LONV* OR. M M @N RANI;M� 4. SURVEY WAS PREPARED WtrM0VT 4�41P ABSTRACT not AND ALL MA aP TITLE SI OAD ME N"W" TO AN ATrOW,IEY-A*4AW. 5. ALL DISTANCES ARE HORIZONTAL UNLESS '.OTHeRWISE".NOTED. 6. CapyrlSht Q , 7pe11oMiwfl Lan Su t," lie. AN Rphte MrFMd. NWrodM"(111 a uas} the eie =0 M of "Is deasMln: •dtlinpr W , , tld51 to flow debt**. in whoe m in Hart. etikot eri010 -woe bit owield eaveyw, M WWW sypwnes 00 =M 01 the A Y&W AW be ew6lced to be Ta1W trve capes. 7. TRAVERSE ADMISM BY COMPASS METHOD TO It 4C040. a. Property two net boa ' pMeMA for WMAMS. 9. ALL AOJ0214IhK M O PIP INPORMAMN WAS TAMM"gei SLWANIBUT KIT IT Sf10lKU Of 14010 THATT Ml LA b #E bsod, WM"TWN MAY NOT BE dOW04T OR UP TO DATE. 10, Tin_ PROPERTY DOER NaT AMEAR TO GE WLTHM A FLOOD HAZARD. AREA ACCOR " TO FIRM MAP S7MB2 0190 C. PA►ELISO OF DATED MAY 17, 1959. . eTATE-aPNaRTtitARalwln STATE OF, NORTH 44ROL" COUNTyf1r JAQleinV I, REV1'EW OFFtM OF IAQWN Find Pon ra/Nfls it@ at a'aKdh _;, M-1Ms COIlfa1'y; sa XTVV THAT THE MAP OR PLAT TO WKV14 TM5 CMTVICATWN 15 APf11t1ED *Wr6 ALL STA'PUTORY KOJMMEM$ FOR WC04AIN6. fie•_ ...edlM Pt .RfIC'T.wYI. - recorded MYLAT CAR. et SLIDE���.. - FRY" MIXER - DATE - RESIATEM Or Mae LEGAL DESCRIPTIaN Tie 5 73'22' BEGINNIM at a point on the southern margin of U.S. 64 located 111730 It' 40" E 118.00' from a 1 1 /4" open top iron pips fond THENCE with the Southern margin of.fdid read^NanNh 86 depees 27'Inlnrtes ' 45 seconds East for a distance of 136.93 feet to a point, said Point behng at the intersection of ties sdggs of U.S. 64 and Cashiers Creek: THENCE ktahiifg the edge of road and W the antartine Afr said rink, South 23 degrees 26 misrtss 55 seconds East farardistance of 2.59 fest t+s a 5 / 8 " Rsbar Set m fht creek; South 17 degrees 52 minutes 15 seconds East for a distance of"27;87,frsetfo a point In the croak; THENCE South 44 degrees 17 minutes 25 secads East for a distance of 6.41 test to a point,THENCE South 73 degrees 15 mantes 30 seconds East for a distance of 14.43 feet M a penal- THENCE mouth $5 degrees 04 minutes 00 seconds E*$tr for a distance of 10.78 fast to a point; THENCE 5aieth 2`/ dlsgreas 43 minutes 20 ser nds East far a distance of 16.95 feet to a poptt; TH" !?lath 84 akegress 21 minutes 30 seconds East for a distance of 13.89 fat to a paint THENCE' 8AM11tt 48 d10r'eies 06 minutes 25 seconds East for a distance of 15.18 feet ta a point; THENCE South 69--lwis Z4 mksuta 40 seconds East for a distance of 18.40feat to a point; HENCE South 70 dogress4f minutes 10 seconds East for a distance of 10.86 feet tea print: THENCE South Z7 deillress 50:mW tat 06 s ci ds East for a distance of 12.103 feet to a point; TH04M South IS degrees 35 *64tas 40 aplsNMdt" $W far Or distance of 11.73 feet to a point; THENCE South 32 noires 48 minutes 00 OW Ectet fat« a. dstatlee of 15.32 feet to a point; THENCE South 59 dtgrws 09 minutes 25 seconds East far, a distance of IS." fat to a point; THENCE South 60 degrees 22 m4erteii 25 seconds East for a ddllw4 of 16,,38 hat to a point THENCE South 53 degrees 15 minutes 00 Seconds Emit for a dlsfaice"of 10,25 feat to a popery THENCE South 29 degrees 37 minutes 05 seconds East far a distance of tt.00 fist to a point: THENM South 06 degrees 21 minutes 55 seconds East for a dlstmacs of 115.33r feet to a point: THENCE SWW 41 4e Tess 23 minutes 00 seconds East for a dkttanes of 9.91 fat to a point; THENCE North go degrees 00 minutes 00 Seconds East for a distance of 0.00 feet to a point; THENCE mouth 67 doortim is isoutas 25 seoanels East for a distance of 31.67 feet to a point' THENCE South 24 degpvess 04 ntilnutes 30 se tan it East for a distance of 7.40 feet to a point: THENCE South 00"degrees 13 mhTutee W secarde East for a distance of 8.30 feet to a point; THENCE South 28 degrees 87 minutes 25 seconds East for a distance of 13.48 feet to a point; THENCE South 27 degrees 22 wJm tee 45 seconds East for a distance of 17.06 fast to a point: THENCE South 47 degrees 38 minutes 40 seconds East for a distance of 10,99 fat to a pokit In the intersection of two creeks; THENCE South 07 degrees 26 minutes 50 seconds West for a distance of 15.44 feat to a point in the creak; THENCE Southh 33 degrees 50 inhwes- 40 seconds East for a distance of 9.28 feet to a point located S 03" 46' IS": W 31.96' from a i" Glen 1`op Iti n Pipe fold. T14ENM South 77 degrees 58 minutes 40 seconds West for a distance of 390.46 feet to a point an the sestern edge of N.C.S.R. 1182 passing 5 / 8" Rebate Set with J.S cap at 30.70' A 376.54'; THENCE North OS degrees 18 minutes 40 seconds East for a distance of 337.79 feet to THE,PCINT OF qF$V4NIW, passing a 5 / 8" Reber Set at 327.61'. Together with and subject to covenants, easements, and restrictions of record. Said property contains 1.93 acres more or less. TO : HANKIE DSVMM sewaeee.; PlOeRY NAT IONA TM TMS M TO CWT9Y TNAT Tina MM OR MAT AHD ne •UWe' 0,111012121 lT Is UAW wells #AN IN ACCOROA IN I nT1f THe'NAQAWM STA1fM11D WrAL eeaunenMe PM ALTAPAOW LIM Islas AU MMS,' Je/MW UTAW.UMM ANe AO011im My &TA AND Napa M NO. AND D4%V SITS" l,t,],A,s s.p, 40,11,4 M OP TAKI A TrI W PUIIWANT TO Tea MAIRACY.•MND,MW As A•aPrae W a.tA AND NWs AND ee WMT ON.TnE OATI OF T We MIPWATxe1; tRUW INee PUMO aMTtPws THAT LL MY IRa1Bl00*4IN. OPTION.' As A t vieyr/m RNurifteb m Im sTATT a woer 1 GNa", ale fousyrn t wvwtl ACMACY OF THU e111100 age NOT ellle rw efaAH L areeVas nYa. LINW a.06r1RE 1,40.20 At461N,AR 4"00!28" 11481RSIAtetMl TOPOCON 605 1 4AWRATIQN DATE 5-18-IM Adj. Lkuar Closure 1:44,040 e �J 7 J06 Jae,RaN tuesel L • ]use 1-1/4" Open Top Iron Pipe Pound C}....-- 0/8" Ashor Set wit N 05618140"E 137,79' Total 5/8" Rebor Posted73 1.48' R � 133.64' Cashiers Plastic Rd. 60' Right of Way NCSR 1182 Highway 64 Public 60' Right of Way REFERENCES: 1. Plat of Survey for. J. Reader by Cranston, Raberston A Whiteharst, PC dated 10-30-1989, Recorded in Plot Cab. 5, Saida 131 2. Power EosemeM between NP A L and White dated June 1961, Recorded In -Boric 249, Page.60. A dated May 1970, Recorded in Bank 348, Page 233. 3. Right of Way Agreement between White and NC OOT Plastic Corporation Road( CashiersPlasticRd) Dated February 4, 1970. Recorded in Book 343, Page 126 4. Water Rots as Recorded in Deed Book 314, Page 412. Southern Edge of Pavement the Lime e--M--- Set With CaP To Cashiers F4K etlands AreaWilliams - Wetio �" Deed Book 1066, Page 464 . �3 Ac.PIN 7 rence -5426 x N \ Reference 70i 5 As Calculated by ' 1 k " x I i. ` Centerline of Cashiers Coordinate Ca1ngNltatioas 1 S x d Creek the Property Line Deed Sook 900, Page 230 I &--sits- PIN 7572-21-3328 x it t. W ,O MW qN" 1.1i 1R%.h MIMq ! i a+mre ,ael"s axati I I S LL�� _ x r qb' Total w Reber Set with Cap Ca"Ifleate of Approval for ReeMdeg 1eertft Opp stied fm, "M Rsserhe'ri b p(pp� WaMrrMd Rohttean Ordinance ant is Date Weterehed A*Mkdfdratw NOTICE ; This primly is locaMd o tbet a h"t Water StgAy Watrahad-DaYabpnarn, Reafrw"" 1RFy op*. PC S, SUder I3I Plat Cab. , Slide Le S L9 5 L10 $ L11 5 L12 S L13 S L34 S LIS S 06 s LIT S L18 S L10 s L20 Is L21 is L22 8 I.23 S L24 S 1.25 S 1" Open Tor Iron Pipe Found TT7o �.� S 03"Ahe" W ---e 31.%' C' - Consolidated Metco Inc. - Deed Book 364, Page 422 ber Set wink Cap a Re PIN 7572-23-6238 PC 2, 51. 7 Wetlands Mee Consolidated Metco Inc. - Deed Book 364, Page 422 PIN 7572-21-5W5 ORGINAL. DESCRIPTION BEONNItia on an iron pipe on tie South moron of U.S. 64, said pipe being N 85' 00, E 30.0' from the intersection of N.C.S.R. 1182 and said U.S. 64 and thence runs with the southerly Mor on of existing U.S. 64 N 64' 58' E 131.0' to an iron pipe in the mar n of sold road, said pipe being due South 9.50' from a point in the centerime of U.S. 64 at Its intersection with Cashiers Creek, S 42' 06' E 189.27% S 37' 41' E 158.051 to a pipit In cennsrlhns of Cannes Creek, witnessed by an Iran pipe on The bank of said c wk; thence having Cashiers Creek S 77' 08' W 390.46' to on iron pipe In the eastern edge of N.C.S.R. 1182; said iron pipe located S 45' 53' W 100.97' from the southeast corner of a one stay from dwelling located on the tract heroin described and N 70' 03' E 35.05' from the northeast caner of the Cashiers Fin Department building; thence N 4' 28' E 342.0' to the pant of BE61NNIN6, containing 1.69 acres more or Ins as shown an map or plat by Roy J. Tucker, R.L.S. dated 8-9-74. 'M:.`o rowxmmu LOCATION MAP NOT TO SCALE ��.__.__ Dist'26 . ' _._..2_...__...-.. '82'15" E 2T.B9' '1T28" E 6.41' _ .16,30" E 14,43' `64'00" E 10.78' °43"20 E .... 16,031 "2130' E as........ ttq' 12.83' II 11,73' 15.3z' 10.25' e.00' 15.33' 0.41' 18.76' 7.40' 9 30' 15.48, S 47"38 40' E 10.99' S 07-26-50 W 15 44' LEGEND: --^--^-^^^- PL Plxp.erty am R/W-- Rght of Way Asphalt Road Frmel Road ....__,_.. -.._ __......_..,_� EalnNne Creak _._ ........ ..__-. _. Tic Lim - -- .Iasi Ad J nV P faperty Gas _QW._.. ..._, .,_.___... Q.,-Imad Wits EAlstlnt Pea,e Last } 5/5" Reba, Set wnh Cap } Property Carver Fatted /d UP Po"a• Pala D PTA PRAM In Rand o Pic Nat In peak ; 6, E." wiy a W." 6/ Exist. Sanitary Manhole e Revised 4-20.2007 to carrsct Lapel Dauription so, 1W 0 _ 80, 160' Seale In Feet-- Graphic Scale Pr = 80Scale Pr = 801 Field Crew Rob'wn-Frody-Clounn brewing Scale 10 P 0' out Prepared By : 234 Holly Hills Read Location : Showing: ALTA/AGSM LAND TITLE SURVEY: Field Book 0"t File Dwg. File 07-01 07-012A,8 07-01241ta PIN TitlSurvey Scrrwy Date eyDate 7572-21-3328 FORLI0 FEi1RUARY 2007 ohnson Land surveying ins. ' Syhna, North Carolina 28779 Fax Fax 828-631-3792 Highway 64 df Cashiers Plastic Rd. Cashiers, N.C- 28717 Cashiers Township A 1.93 Acre Lot e e Hartle Diversified Services Project Number 07-012 Put Date FEB. 11, 2W7 R. Too[ Johnsen, PLS L-3882 E-mail rjjohmae3llBhotmal.can Jackson County, North Carolina A. GENERAL INFORMATION 1. THE FOLLOWING NOTES ARE APPLICABLE TO ALL CIVIL DOCUMENTS. 2. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS IN ORDER TO COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. WHERE A CONFLICT OCCURS, THE STRICTEST DESIGN SHALL GOVERN. ENGINEER'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. DOES NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY SPECIFIC DEVIATIONS AND OBTAIN ENGINEER'S WRITTEN APPROVAL OF THE SPECIFIC DEVIATION. 3. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATIONS AND LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATING, RELOCATION AND TIE-IN TO PUBLIC UTILITIES. ALSO, CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL INSPECTORS, INCLUDING COUNTY INSPECTORS PRIOR TO BEGINNING SITE CONSTRUCTION. 4. THE CONTRACTOR SHALL TEMPORARILY SHORE AND BRACE ALL EARTH, FORMS, CONCRETE, STEEL, WOOD, MASONRY, TO RESIST GRAVITY, EARTH, WIND, THERMAL, CONSTRUCTION AND MISCELLANEOUS LOADS DURING CONSTRUCTION. 5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 6. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR A NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 7. THE CONTRACTOR SHALL VERIFY ALL PROPOSED AND EXISTING DIMENSIONS AND CONDITIONS. 8. UNLESS NOTED, SUBMIT SHOP DRAWINGS OF ALL FABRICATED MATERIALS FOR REVIEW. DESIGN DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. 9. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE. 10. FIRE DEPARTMENT ACCESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 11. CUT AND FILL SLOPES NOT TO EXCEED 2H:1 V. 12. NECESSARY BARRICADES SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS IN ACCORDANCE WITH GEORGIA DOT MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION. SAID CONTROL SHALL BE PER THE DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA STANDARD SPECIFICATIONS, CONSTRUCTION OF ROADS AND BRIDGES, CURRENT EDITION AND SHALL NOT BE LIMITED TO BARRICADES, LIGHTS AND SIGNS. 13. NOTIFY COUNTY INSPECTOR 24 HOURS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. 14. CONSTRUCTION SHALL MEET ADA REQUIREMENTS. 15. ALL CONSTRUCTION MUST CONFORM TO JACKSON COUNTY STANDARDS AND SPECIFICATIONS. 16. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS SHOWN OTHERWISE. 17. ALL FILL AREAS MUST BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR UNLESS OTHERWISE NOTED (ASTM D698). A REPORT FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE CONSTRUCTION INSPECTOR FOR FILL AREAS WITHIN THE RIGHT-OF-WAY. 18. EXISTING CONTOURS ARE AT ONE (1) FOOT INTERVALS AND PROPOSED CONTOURS ARE AT ONE (1) FOOT INTERVALS BASED ON MEAN SEA LEVEL. 19. ALL DRAINAGE EASEMENTS MUST BE GRASSED AS REQUIRED TO CONTROL EROSION. 20. CLEARING AND GRADING SHALL BE LIMITED TO AREAS DESIGNATED BY THE LIMITS OF WORK DEFINED HEREIN. 21. OWNER/DEVELOPER SHALL ACQUIRE EASEMENTS FOR OFF -SITE GRADING. B. DEMOLITION 1. REMOVE EXISTING PAVED AREAS INCLUDING DRIVEWAYS, SIDEWALKS, PARKING AREAS, SERVICE AREAS, EQUIPMENT PADS, FOUNDATIONS, AND UNDERGROUND UTILITIES AS NOTED ON THE DEMOLITION PLAN. 2. ALL DEBRIS RESULTING FROM DEMOLITION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. BACKFILL ALL TRENCHES AND EXCAVATIONS RESULTING FROM DEMOLITION. 3. PROTECT ALL EXISTING TREES TO REMAIN AND PROTECT ALL ITEMS TO BE TURNED OVER TO THE OWNER DURING ALL OPERATIONS OF DEMOLITION. TAKE ALL NECESSARY PRECAUTIONS AND PROTECTIVE MEASURES. ANY EXISTING ITEMS TO BE TURNED OVER TO THE OWNER WHICH ARE DAMAGED DURING DEMOLITION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. TREES WHICH ARE DAMAGED WILL BE REPLACED OR REIMBURSED AT THE RATE TO BE DETERMINED BY THE OWNER. 4. ONLY ITEMS SPECIFICALLY NOTED TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE. 5. CONTRACTOR SHALL APPLY FOR, PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS AND PAY ALL APPLICABLE SALES TAXES. 6. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND UTILITY DEPARTMENTS PROVIDING SERVICE TO THE SITE AND SHALL COORDINATE ALL WORK. 7. ANY DAMAGE TO IMPROVEMENTS IN THE RIGHT-OF-WAY IS TO BE REPLACED AT CONTRACTOR'S EXPENSE. 8. ANY ON -SITE BURIAL OF DEBRIS IS PROHIBITED. 9. NO TRUCKS OR VEHICLES SHALL LEAVE THE SITE WITH MUDDY TIRES OR WITH ANY SUBSTANCE WHICH WILL DAMAGE OR STAIN ADJACENT PROPERTIES OR THE PUBLIC RIGHT-OF-WAY. 11. EROSION CONTROL DEVICES ARE TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO ANY DEMOLITION. 12. ON SITE DUST CONTROL DURING DEMOLITION WILL BE IN ACCORDANCE WITH ALL LOCAL CODES AND REGULATIONS. 1. SILT FENCE MUST BE WIRE REINFORCED AND MEET THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 2. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. 3. PROVISIONS TO PREVENT EROSION OF SOIL FROM SITE SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE JACKSON COUNTY EROSION AND SEDIMENTATION ORDINANCE AND NC DENR REQUIREMENTS. 4. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH ENTRY TO OR EXIT FROM THE SITE. 5. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRED PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN -OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OFF -SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 6. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS, THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR INSIDE THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS. 7. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/ EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORMWATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 8. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE ROADWAY FRONTAGE IMPROVEMENTS ARE BEING MADE. 9. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS/DRIVEWAYS HAVE BEEN PAVED. 10. EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY BEFORE GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 11. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. 12. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL CLEAN OUT ALL SEDIMENT PONDS WHEN SEDIMENT ACCUMULATION REACHES CLEANOUT ELEVATION, OR AS REQUIRED BY JACKSON COUNTY INSPECTOR. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. 13. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE UTILIZED FOR EROSION CONTROL. 14. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED BACK TO JACKSON COUNTY STANDARDS. 15. CLEARING AND GRADING SHALL BE LIMITED TO AREAS WITHIN THE LIMITS OF CONSTRUCTION SHOWN ON THESE DRAWINGS AND THOSE AREAS REQUIRED FOR STORM DRAINAGE, DETENTION FACILITIES, AND UTILITIES. 16. EROSION CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RAIN, AND REPAIRED BY THE GENERAL CONTRACTOR. 17. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. 18. ALL SEWER EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL EROSION. 19. ALL OPEN SWALES MUST BE GRASSED, AND RIP -RAP MUST BE PLACED AS REQUIRED TO CONTROL EROSION. STONE FOR RIP RAP SHALL CONSIST OF ROUGH UNHEWN QUARRY STONE, NCDOT CLASS B, AS NEARLY IN RECTANGULAR SECTION AS IS PRACTICAL. 20. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 21. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL CUT AND FILL SLOPES. 22. REFER TO ADDITIONAL NOTES ON EROSION & SEDIMENT CONTROL PLANS. a ��UUV I'1 uU D. SURVEY INFORMATION �� 9�2 5�/0% SITE FEATURES, TOPOGRAPHIC INFORMATION AND PROPERTY LINE DATA WERE OBTAINED FROM AN ALTA/ACSM SURVEY BY JOEL JOHNSON LAND SURVEYING, INC.. DATED FEBRUARY 11, 2007 THIS SITE IS NOT LOCATED WITHIN A FLOOD HAZARD AREA AS DEFINED BY FEMA FLOOD INSURANCE RATE MAP OF JACKSON COUNTY, NORTH CAROLINA, COMMUNITY PANEL NO. 370282 0150 C. PANEL 150 OF 200, DATED MAY 17, 1989. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING CONSTRUCTION. E. CONCRETE (SITE/CIVIL WORK ONLY) 1. UNLESS NOTED, CEMENT SHALL BE TYPE I OR III CONFORMING TO ASTM C150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C33. 2. CONCRETE SHALL CONFORM TO ACI BUILDING CODE (318-89). UNLESS NOTED CONCRETE SHALL BE NORMAL WEIGHT, 3500, P.S.I. ® 28 DAYS. 3. CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318-89 TABLE 4.1.1. 4. SLUMP SHALL BE 3" TO 5" FOR REGULAR MIX. LARGER SLUMP PERMITTED WITH WATER REDUCING ADMIXTURES. 5. THE RELATIONSHIP BETWEEN THE MAXIMUM AGGREGATE SIZE TO MINIMUM AMOUNT OF CEMENT AT CONCRETE PAVEMENT (LB PER C.Y. OR MIX) SHALL BE AS FOLLOWS: 1" - 520 3/4" - 540, 1/2" - 590, 3/8" - 610 6. CONCRETE CURING SHALL COMPLY WITH ACI 308. CURING PROCESS SHALL START IMMEDIATELY FOLLOWING INITIAL SET. CURING SHALL BE BY CURING COMPOUND. 7. HOT WEATHER CONCRETING: COMPLY WITH ACI 305. NO CONCRETE ABOVE 90 DEGREES FAHRENHEIT SHALL BE POURED. LOWER CONCRETE TEMPERATURE BY COOLING WATER AND AGGREGATE. FORMS, STEEL AND SUBGRADE SHALL BE SPRINKLED WITH COLD WATER. AFTER FINISHING CONCRETE, USE LIGHT FOG SPRAY UNTIL CURING COMPOUND IS USED. 8. COLD WEATHER CONCRETING: COMPLY WITH ACI 306. SPECIAL MATERIAL PROCEDURES SHALL BE PROVIDED DURING PLACING AND CURING CONCRETE BELOW 40 DEGREES FAHRENHEIT. 9. CURING, HOT AND COLD WEATHER CONCRETING PROCEDURES ARE GIVEN AS A GUIDE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT CONCRETE DAMAGE AND CRACKS. DAMAGED OR CRACKED CONCRETE WILL NOT BE ACCEPTED. F. REINFORCING STEEL (SITE/CIVIL WORK ONLY) 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (U.N.) AND GRADE 40 #3 AND SMALLER BARS. MIN. LAP 48 DIAMETER (U.N.). 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, MIN. LAP SHALL BE 6" UNLESS NOTED OTHERWISE. US _ARMY CORPS OF ENGINEERS NO 1. IN THE EVENT OF SPILLAGE OF PETRO-CHEMICAL PRODUCTS OR OTHER MATERIALS DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY CONTAIN THE SPILL AREA BY USE OF SAND BAGS, ABSORBANT CLAY, OR OTHER APPROPRIATE METHOD, TO PREVENT THE MIGRATION OF SUCH MATERIALS INTO THE NATURAL STREAM. SAFE HANDLING OF ALL POTENTIAL POLLUTANTS AT ALL TIMES IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. NO PETRO-CHEMICAL PRODUCTS ARE TO BE STORED ONSITE. 3. ALL ACTIVITIES ARE TO BE PERFORMED IN A MANNER TO MINIMIZE TURBIDITY IN THE STREAM. 4. THERE WILL BE NO OILS OR OTHER POLLUTANTS RELEASED FROM THE PROPOSED ACTIVITIES WHICH WILL REACH THE STREAM. 5. ALL WORK PERFORMED DURING CONSTRUCTION WILL BE DONE IN A MANNER TO PREVENT INTERFERENCE WITH ANY LEGITIMATE WATER USES. NORTH CAROLINA ONE CALL SERVICE UTILITIES PROTECTION CENTER 1-800-632-4949 IT'S THE LAW PROJECT CONTACTS: OWNER: DON HARRIS HARRIS DIVERSIFIED SERVICES, INC. 3280 HOLCOMB BRIDGE ROAD, SUITE C NORCROSS, GEORGIA 30092 (404) 213-6349 ARCHITECT- MIKE DECARLO SUMMEROUR ARCHITECTS, INC. 409 BISHOP STREET ATLANTA, GA 30318 (404) 603-8585 WENDYS REPRESENTATIVE: DENNY MCDOUGLE WENDY'S INTERNATIONAL, INC. ONE DAVE THOMAS BOULEVARD DUBLIN, OH 43017 (614) 764-3148 PHN (614) 766-3967 FAX ENGINEER: CLAIRE WOLFSON, PE AQUATERRA ENGINEERING, LLC 240 HERITAGE WALK, SUITE 103 WOODSTOCK, GEORGIA 30188 (770) 924-9799 CONTRACTOR: CHAD MUILENBURG KASTEEL ENTERPRISES, INC. 552 VANDIVIERE ROAD DAWSONVILLE, GA 30534 (706) 265-2944 SURVEYOR: JOEL JOHNSON, RLS JOEL JOHNSON LAND SURVEYING, INC. 234 HOLLY HILLS ROAD SYLVA, NORTH CAROLINA 28779 (828) 586-6488 .o Go 1 a0 0• u � ae z Q W W [ i;t90 W W Y Sao°' v W G T GL9 �_0 a�3= N W z 0 x a vw z� N W N P > o o . W w M M coo _ W male m K � ems`" U Z x \^ o o. �x �o am x N M \ �ICARO/ FSSjc; Q SEAL � A"A/G N. W0-\\`� mpjr ax6zm D�awx z=0?OD7-Zw3 E naoma3z Wy.z�W� 'W i6uiHW12ROXZ=4. Z YF�0a3zetuoOzZtW w3 zw�x a j�w5 z0zaozma3'w3 O u3Zzong: m zw J .wwo Waw Lnww a °oz� Wza�dowdo<D ia~LAHaw0=a<w31Li ro3raa3?3r6t,t0B Q Z N J 0 Ix F = W W V O _ _ = H Z a�ao Q = W Z ad U) C9 (D :3W=Q0 c _j L) L`LnJ �M>0 V U) 0 Q 0_' W O] u / F m 1111 �g �j/j Z ---MO- MO- - MO —OW ______ SITE LOCATION MAP K -- -- -- _ — — — -- 5/8" REBAR -JF T�i� / L / `\ S ,322,40 __ ---HIGH A AY 64 PIR L1 SET WITH CAP l _` F MIN. J' \178 08' 601 RIGHT OF WAY - c SIGHT DISTANCE 350' Fir 00.0' lti � ,t — -64 136.23' - ---- P.O.B g6`27' 45"E _ - M,O - OPERTY LINE_ N —MO SIGHT DISTANCE 350' MIN. M`! _ I10. 17'i — M --- M4 , �P 5/8" REBAR R/ - 15' PYLON � "\ SET WITH CAP 10' LS STRIP i SIGN \ �Otygs'Gg1�OA S I NO GRAVITY SE R `l °� ALLOWED' IN THIS 100' 22 SFiE DATA �@ �; �� ZONE LIGHTPOLE �` <� I - r I SITE AREA: 1.93 AC (1.83 OUTSIDE R/W) I G (TYP.) \ ` EXISTNG 0 N/F WILLIAMS ZONING: COMMERCIAL, VILLAGE CENTER DISTRICT 10 \ WFTavoS �8 DEED BOOK 1066, PAGE 464 o.oea aC ; I WHEELSTOP PIN 7572-21-5426 PROPERTY ID NO. 7572213328 1 � ' � \ g � \ � REFERENCE # 5 (TYP.) 18' TYP. \ ` 4 70 ! MAX. BUILDING HEIGHT = 25 FEET FLOOR -TO -CEILING WHEELSTOP(TYP.) C� I WENDY'S: SINGLE STORY, 3,200 SF, PROPOSED 70 SEATS (FUTURE 78) 22' \ MODULAR BLOCK WAA RETAIL: TWO-STORY, 16,000 SF TOTAL \ \ \ (DESIGN BY OTHERS) a 24" CURB & GUTTER (TYP.) PARKING: N X ` \ ROPOSED 3-RAIL �� `� WENDY S REQUIRED = 35 w F N RETAIL REQUIRED = 53 I \ 1j'LOA9i� \ ` 8.J4CK AIL �AINTED "CAROLINA SMOKEHOUSE" * TOTAL 88 - = N I \ �p 9c \ ` 3- <� �1P BAR-BE-QUE RESTAURANT REQUEST ADMIN. VARIANCE AND SUBTRACT 10% - 79 REQUIRED Q z pc�` \ \ C s)P 79 SPACES PROVIDED O O \Q \ \ 0-)12 \ 22 C� CENTERLINE OF CASHIERS \ EXIT NOTES: 9' TYP. < S CREEK IS THE PROPERTY LINE 22 \ Zl \GN 1. A CONDITIONAL USE PERMIT WAS OBTAINED TO CONSTRUCT HC RAMP �� o �7 BUILDINGS LARGER THAN 2500 SF. NO GRAVITY SEWER A OS R P 6 <�� ALLOWED IN THIS 100' 2. SITE LIGHTING IS TO BE PROVIDED BY OTHERS. ALL LIGHTING IS TO N84.4 , O"yy ERTM UNE o ZONE BE POINTED DOWN. MAX. POLE HEIGHT = 25 FEET. NO LIGHTPOLES O EXIT C° I 25 \ •62' �( �O I ARE ALLOWED IN THE EXISTING POWER EASEMENT. r� O SIGN SIDEWALK N + ... 3. THE PROPOSED BUILDINGS ARE NOT SPRINKLERED. FLUSH W/ou �+ 9PAVEMENT AILING 4. DOMESTIC WATER SUPPLY IS TO BE BY AN EXISTING ONSITE WELL a Q o /� CANOPY & Cp� - /9 I (TO BE MODIFIED) AND A PROPOSED ONSITE WELL (TO BE INSTALLED). O a (j� OUTLINE 1 BOLLARD A. 9CT WHEELSTOP (TYP.) L20 5. GRAVITY SEWER SERVICE IS AVAI �+ �J PGRADE EXISTING _ ' '\ LABLE TO THE SITE, PER a/ o WELL &ADD 3' 22 OVERHEAD TUCKASEIGEE WATER & SEWER AUTHORITY. CONCRETE SLAB & CANOPY I : WENDY'S W ~ H TAPER z � I BOLLARDS g � PROPOSED 3-RAIL '� < 6. ALL ONSITE CONSTRUCTION IS TO BE IN ACCORDANCE WITH 12 3,200 SF O HANDRAIL PAINTED BLACK JACKSON COUNTY STANDARDS &SPECIFICATIONS. O' a ILASCURB 4' 24' = R22' BOLLARDS , °` !I� LL #2 w/ 3' N) 7. A SEPARATE SIGN PERMIT IS REQUIRED FOR THE 15' PYLON SIGN. PU 3NV3 8' Ndn CONCRETE SLAB I BOTH TENANTS SHALL BE NAMED ON THE SIGN. A VARIANCE HAS U SIGN Mnd 0 COVERED 2 < BEEN OBTAINED. ND a 2 0 ° a BREEZEWAY It 50.0' , SWANK 0DINING AREA J I 5/8" REBAR FOUND !° -� 10'x 0' PARALLEL 5 < 1" OPEN TOP 1.43' RIGHT @ 133.84' SPACES WHEELSTOP BOLLARD �s IRON PIPE FOUND D �,� 35.6' O P 1 PROPOSED STORM STAIRS TO PROPERTY LINE #' WATER WETLAND N12'O1'20'W 24.0' 6 15fj18' WATER QUALITY PIC I SECOND LEVEL BOLLARDS o O. <� � y 100-YR SrTORAGE w/ PERM: _ - TIE EL. 494.45I POOL & 25' S 03"46'18" W RETAIL SHOPS STONE CURB I C.S. EXISTING WETLANDS 'CONCRETE LEVEL v BOX 0022 AC SPREADER , I TWO STORIES PLANTER ` 22 v 31.96' 16,000 SF TOTAL MP O 8° R22 sy�AL� / <r' F CONSOLIDATED METCO INC. °1 ° °:. K � N NL w/ aN—LIN / O / HCG RAMP' DEED BOOK 364, PAGE 422 30.(1 PIN 7572-21-6238 � I 0/H POWER TO BE ' PC 2, SI. 7 U) , /REMOVED AND �° 1" TAPER '45.7' I '� X EASEMENT ABANDONED LAST 4' \ \ \ - U I z 1 / OLLARDS — N5-,!�W31 0_ " - OLLARD _ l 5/8" REBAR a SET WITH CAPI R18' / - ' gYPASS LANE 45 g 3g0 46' TOtO \ r BOLLARDS s /I 30.9 10' 18" DIAM. OWNER TO OBTAIN 10' TEMPORARY CONSTRUCTION EASEMENT FOR ' 4O W - -""` CONVEX I OFFSITE GRADING (EXISTING FENCE NOT TO BE DISTURBED) MIRROR _ 40' N/F CONSOLIDATED METCO INC. MERCHANDISER 45' _:. FROM MENU BOARD DEED BOOK 364, PAGE 422 —� OFF HOURS PIN 7572-21-5005 PIR LOADING AREA / N 13•g2 11'x22' DOUBLE DUMPSTER // WOODEN ENCLOSURE WITH GATES AND LIGHTED TRANSFORMER INTERIOR WALLS SET WITH CR P TO BE PICKED UP AFTER BUSINESS HOURS / (LOCATED 5' MIN. FROM PROPERTY LINE) I ra Lm 0 Lm - 10 Go ` u lw ( t7 F rf n 04 ,4 � pj C N w Q W _ -1 O LL W C i31a =L.j r N W d' 'n O G0 �_0 aC3= N W Z x x c 1 If a u W Z N W N P L7 0. A mooT W a' m m 0 (JU moOZNo to v C V Z = No a IX ixo a a, x N N s 3 ip� v SEAL 9 ; 32 4 - %�.yG I �c� • gG rN. WOE\�`� ou¢�i=ro���Z w3 s _JV1lOEW-w806w2 W azNOw��+yo�wZ� Z Y��aioror�wiw ZjzD3, wail-w Zww OUs.zh1��OZW3��agn r-r ww rc wa x¢A-wwowwo ouaaN 3Q LFoawo,x w oa xdu Zar=iaw�3a u ro3raa3?3r'3o�Le� Z U) J O IL V Z = W 3xF W_ J a-ita0 W cc 0 Wz U)0=0 LU J _�O LUM Y 0 Q 20 0 20 40 m Z w z < pp Ln SCALE IN FEET w o Q � 0 o Q Z a� a� SL It -l.Y - I— - _1...__.i_i. i.iLl....a.,.au.� ..... .. ....r i..r ...... .. r....l... Jn.l -.1. A( _. A.IIL 1..1'.'. ...IA)•L..• .11':•I Hp E EX SS MH � RIM 500.5 INV. = 492.1 _�� - s I_ r 10 17' _ — Vo— iS� m� M� 3:1 !SLOPE �P 5/8" REBAR EX SS MH SET WITH CAP RIM = 502.72 � INV. = 497.70 5/8" REBAR FOUND - 1.43' RIGHT @ 133.84' b I I II { EX SS MH RIM = 502.84, PIR INV. = 498.22' `,—EXISTING POWER LINE TO BE REMOVED AND EASEMENT ABANDONED 5/'9`�EBAR SET WITH CAP / I U P N a JI O PP li �L1 5/8» REBAR PIRA SET WITH CAP SEX SS :'H s RIM -98.94 INV. 191.�4ss — - 37.0 o i4.0 �7 EXISTING WETLANDS `. 0 008 AC 4031 0 D 9 IMPACT p TW 498.0 6.3 FG 494.0 1 3.4 494.0�, 58 0"W �� HI N/F CONSOLIDATED METCO INC. DEED BOOK 364, PAGE 422 PIN 7572-21-5005 N/F WILLIAMS DEED BOOK 1066, PAGE 464 PIN 7572-21-5426 REFERENCE # 5 CENTERLINE OF CASHIERS CREEK IS THE PROPERTY LINE `1 L20 -5/8" REBAR WE LOCATION MAP I; - 1 1 f t �. 64 GRADING & UTILITY NOTES: 1. THE SITE DISCHARGES TO A DENR 'OUTSTANDING RESOURCE WATER. WATER QUALITY TREATMENT IS REQUIRED FOR THE FIRST 1" RAINFALL OVER THE IMPERVIOUS SURFACES, PER NC DENR. 2. ALL REQUIRED WELL EVALUATION, PUMP AND DISTRIBUTION DESIGN TO BE BY OTHERS. 3. GRAVITY SEWER SERVICE AVAILABILITY HAS BEEN CONFIRMED WITH TUCKASEIGEE WATER & SEWER AUTHORITY. 4. THE PROPOSED BUILDINGS ARE NOT TO BE SPRINKLERED. 5. SITE LIGHTING DESIGN IS TO BE BY OTHERS. 6. NO NATURAL GAS SERVICE IS AVAILABLE TO THE SITE. 7. ALL GRADED SLOPES ARE TO BE INCLINED AT 3H:1V OR LESS PER NC DENR REQUIREMENTS. WATER QUALITY TREATMENT: WATER QUALITY TREATMENT WILL BE PROVIDED BY OPEN POND STORAGE. THE OPEN POND WILL HAVE A PERMANENT POOL APPROXIMATELY 3.5 FEET DEEP. THE PERMANENT POOL VOLUME IS NOT COUNTED IN THE PROVIDED WATER QUALITY VOLUME. PROPOSED IMPERVIOUS AREA = 55,140 SF REQUIRED STORAGE VOLUME _ (1")(1/12)(55,140) = 4,595 CF WATER QUALITY VOLUME IS TO BE CONTROLLED ONSITE FOR A MINIMUM OF 48 HOURS. PROVIDED WQ VOLUME: 4,737 CF FROM ELEV. 492.5 TO 494.00 100-YR ROUTING: 11,469 CF TO ELEV. 494.45 1" OPEN TOP IRON PIPE FOUND TIE S 03'46'18" W 31.96' N/F CONSOLIDATED METCO INC. DEED BOOK 364, PAGE 422 PIN 7572-21-6238 PC 2, SI. 7 1--TW 495.5 "-3,5' SET WITH CAP -SEDIMENT FG 492.5 PERMANENT FOREBAY POOL POND 100-YR EL. 494.45 OWNER TO OBTAIN 10' TEMPORARY CONSTRUCTION EA T F SEMEN OR II OFFSITE GRADING (EXISTING FENCE NOT TO BE DISTURBED) P SEE LANDSCAPE PLAN FOR WETLAND PLANTINGS �I Z 0O�II2(1 n D I ��UJ XP4 /_aso, 20 0 20 40 SCALE IN FEET Lo 10 0 n Up0DN J 00 CC%A— Wy1Q K Z J W LL [ Z .0a GlzEw nC PP C �_0V, [ v ag3^ w IL v uw z- N W N P u<a� 0 o w ad COO`'. we 7 N O- �m0 O Jz= LA a ao = N M C A R 0l .oFESS/r; may% y•.y ; Q SEAL 9r' 3 4Z �10JV 1 ✓G E'G` z0U~ p] J� pxZt7 ou=�i=oo��zw3 z J lnuarc32�+rc oow�0 Iw arc NRNgl^a0o zw 2 >�J a z ,�U��w iw "Z'-37- wa3r_QwQZWw 0 0 6o z z o m m o E g K a www �uz? x�ao3-x�dac�oZ -3rcuoW4�rco�JZoPuzaaa3aw aW000 mowo< oFFo<FawJWdoprc vo M331 28 te, a Z N J O a J � W W _ = ~ a�a0 z F- } �0 0 z tA_�WZ G _ � 0 U WM50 q J_ Y 0 c w Z w z 3m Lato�Z a �:FTiTC'=*Li�csri- lJ i 1 1 . . 1 r r�'. f 1 1 IrL 1^Y,T'! I II I� titp. 11 .�.1 (1 •�. SEDIMENT BASIN A CALCULATIONS TOTAL DRAINAGE BASIN = 0.58 ACRES TOTAL DISTURBED AREA = 0.58 ACRES REQUIRED STORAGE: 67 CY (1800 CF) PER DISTURBED ACRE. ��- 1800 X 0.58 = 1044 CUBIC FEET. AVAILABLE STORAGE: 5238 CF AT ELEVATION 492.5 SEDIMENT IS TO BE CLEANED OUT AT ELEVATION 490.5 VOLUME AT CLEAN OUT ELEVATION = APPROX. 1500 CF SURFACE AREA - EFFICIENCY = 001ACx PEAK PRUNOFF DURINROVIDE 75% G 2MYEAR REMOVALENT STORM (Q-2) EX SS MH - - L1 5/8" REBAR REQUIRED s �3; RIM 500.54� _ AY 64 _ 22'4\` - - - O--RIG-�� O� ��� - PIR - SET WITH CA R M SS MH 49 0.85 X 0.0 ACES 0.01 ACRES OR 436 SQUARE FEET 0" NV. 492.30 --- 498.94 AVAILABLE SURFACE AREA = 3215 SF AT ELEV. 492.5 \>> .08, 6 ----- - V A= 38 136.23 _ 95� - Nsx - sA/D 495.50 - 494.35 = 1.15 AVAILABLE FREEBOARD "i TOP OF DAM 495.5 10. 1�]' PONDING ELEVATION AT 10 YEAR STORM 494.35 I r SEE SHEET 11 FOR DETAIL OF POND AND OUTLET CONTROL STRUCTURE. SEDIMENT BASIN B CALCULATIONS TOTAL DRAINAGE BASIN = 0.54 ACRES TOTAL DISTURBED AREA = 0.54 ACRES REQUIRED STORAGE: 1800 CUBIC FEET PER DISTURBED ACRE. 1800 X 0.54 = 972 CUBIC FEET. AVAILABLE STORAGE: 2215 CUBIC FEET AT ELEVATION 495.00 SEDIMENT IS TO BE CLEANED OUT BEFORE ACCUMULATED VOLUME EXCEEDS 1/2 OF REQUIRED STORAGE. 1/2 OF 972 = 486 CUBIC FEET. CLEAN OUT ELEVATION = 493.70 VOLUME AT CLEAN OUT ELEVATION = 456 CUBIC FEET. SURFACE AREA REQUIRED TO PROVIDE 75% SEDIMENT REMOVAL EFFICIENCY = 0.01AC. X PEAK RUNOFF DURING 2 YEAR STORM (Q-2) Q-2 = 0.79 CFS 0.79 X 0.01AC = 0.01 ACRES OR 344 SQUARE FEET AVAILABLE SURFACE AREA = 1043 SQUARE FEET AT ELEVATION 494.00 TOP OF DAM = 495.00 ESTIMATED PONDING DURING 10-YEAR STORM = 493.98 495.DO - 493.98 = 1.02 AVAILABLE FREEBOARD DURING 10 YEAR STORM = 1.02 FEET SEE SHEET 11 FOR DETAIL OF POND AND OUTLET CONTROL STRUCTURE. 24 HOUR CONTACT: DONHARRIS (404) 213-6349 NV. 497.70 DOUBLE -ROW TYPE C \\ INITIAL PHASE CONSTRUCTION SCHEDULE FENCE SEDIMENT �� SPILLWAYSEPT 200 I MONTH 1 5/8" REBAR FOUND - 1.43' RIGHT @ 133.84 OUTLET T. STAKE CLEARING LIMITS STABILIZATION 2. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCE, SILT x J STRUCTURE FENCE, INSTALL SEDIMENT BASINS AND ASSOCIATED STORMWATER CONTROL STRUCTURES �� T8-INCH N/F WILI IAMS 3. GRUB. AND STRIP TOPSOIL i CMP �8' DEED BOOK 1066, PAGE 464 I PIN 7572-21-5426 I I „ �. �� 36�INCH�9- ��REFERENCE # 5 \ CMP PERFORATED \\�f DOUBLE -ROW -- Lg0 TOPSOILING STANDPIPE WITH TYPE C RETROFIT � SEDIMENT X �;x SEDIMEN f FENCE U i Q � 0 X� � - _ - - 45 - \� x CENTERLINE OF CASHIERS '47 : - CREEK IS THE PROPERTY LINE + I A DWERSION \ aI -- --G DIKE PROPERTY OWER/DEVELOPER: DON HARRIS HARRIS DIVERSIFIED SERVICES, INC. 3280 HOLCOMB BRIDGE ROAD, SUITE C NORCROSS, GA 30092 (404) 213-6349 o pQpa01 ��� xV� �/ / EROSION CONTROL NOTES: 1. CONTRACTOR SHALL IMMEDIATELY REMOVE ANY MUD TRACKED ONTO EXISTING ROADS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT AND REPAIR ANY EROSION CONTROL DEVICES IMMEDIATELY AS REQUIRED TO PREVENT SEDIMENTATION OFFSITE OR INTO THE STREAM BUFFER. 3. ANY REQUIRED BORROW MATERIAL SHALL BE SUPPLIED FROM A SITE HAVING AN APPROVED EROSION CONTROL PLAN AND CURRENT PERMIT. IF SITE DOES NOT HAVE AN APPROVED PLAN AND PERMIT, THEN THE CONTRACTOR SHALL PROVIDE A PLAN AND OBTAIN NECESSARY PERMIT FROM JACKSON COUNTY OR NC DENR LAND QUALITY SECTION. 4. ANY WASTE MATERIAL SHALL BE DISPOSED OF TO A SITE HAVING AN APPROVED EROSION CONTROL PLAN AND CURRENT PERMIT. IF SITE DOES NOT HAVE AN APPROVED PLAN AND PERMIT, THEN THE CONTRACTOR SHALL PROVIDE A PLAN AND OBTAIN NECESSARY PERMIT FROM LOCAL SOIL EROSION CONTROL AGENCY OR NCDENR LAND QUALITY SECTION. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BERMS TO DIRECT RUNOFF INTO PROPOSED SEDIMENT TRAPS. 6. UPON COMPLETION OF CLEARING AND ROUGH GRADING, ALL AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH THE SEEDING SCHEDULE OR STABILIZED VIA OTHER MEANS ACCEPTABLE TO JACKSON COUNTY WITHIN 15 WORKING DAYS. 7. CONTRACTOR IS REQUIRED TO BE FAMILIAR WITH THE 'MINIMUM MONITORING AND REPORTING' REQUIREMENTS OF THE NPDES PERMIT NO. NCGO10DOO AND THE PROVISIONS OF 15A NCAC 2HA000 (STORMWATER RULES). ro Lm C .O m en v L JO'00O. n' J LJ 0 hM� _ tA - (J Lu 0 � W Z - LL C Z3IDa - W W Y A Sao° v W ~ H N W CSC, G� 300 N W ro n' 0 l:J 2 a CIO) CONSTRUCTION SPECIFICATIONS: O �6 i ` CONSTRUCTION , � 1. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR CONSTRUCTION. INSTALL TREE PROTECTION Z O I \ -- �' i ,9 FENCE AROUND AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM m c3i c3i c3i c3i c3i c3i aLu �r EXIT L20 50.0 �I 1 DIVERSION ` _ THESE AREAS TO PRESERVE NATURAL VEGETATION. DOUBLE-ROW\ W DIKE TYPE C _ �2Z 2. ANY GRADED OR DISTURBED AREAS (INCLUDING SLOPES) SHALL BE PROTECTED DURING CLEARING AND < \ I CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN, UNTIL THEY ARE _ �� �SEDIM T ,� ����ulnln o �o o o �,� "E' �� , �, PERMANENTLY STABILIZED. � _ 20.0 ( FE E / �� �N �-,6 CARO /// 3. ALL SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE �� Q �i �r y _ tJ O ESS% x - a � � � o�� ! -_ ', i �-- � �• APPROVED EROSION AND SEDIMENT CONTROL PLAN AND ACCORDING TO THE STANDARDS AND SPECIFICATIONS _� ?,' OF G�,• y ( J ivy r FOR THE APPROPRIATE EROSION CONTROL PRACTICES. a SEAL r' ` 93 96 4. IF TOPSOIL IS REQUIRED FOR THE ESTABLISHMENT OF VEGETATION, IT SHALL BE STOCKPILED IN THE 1 3 54 I AMOUNT NECESSARY TO COMPLETE FINISHED GRADING AND PROTECTED FROM EROSION DURING THE INTERIM. I y U I \ ,m a• '•.. i I'i " \ � !�Q 5. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, VEGETATION, ROOTS AND UNSTABLE �'.. I `•, �' MATERIAL, AND STRIPPED OF TOPSOIL A 6CONCRETE POND WALL�� TO B INSTALLED 1 " F 6. AREAS TO RECEIVE TOPSOIL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES (76 MM) PRIOR TO LL u y E ST LL 0 m T t- - ER � PLACEMENT OF TOP � _ E SOIL. 0 I SEDIMENT DURING INITIAL STAGE �' IRON o� A uHm u BASIN A OF CONSTRUCTION S 7. ALL FILL SOIL SHALL BE COMPACTED AS REQUIRED BY THE GEOTECHNICAL ENGINEER TO REDUCE EROSION, o a u i o F i w 3 1 49 SLIPPAGE, SETTLEMENT, SUBSIDENCE AND OTHER RELATED PROBLEMS. FILL SOIL SHALL BE OBSERVED AND t9 a z 3 z w a �+ o w 93, arc -ow �- o z_ 2 �� TESTED BY AN INDEPENDENT TESTING LABORATORY. y w'^ z w o F 0 OF F w u X ? yF�azLL-uc- zw k D� 491 6 PIC 8. SLOPES SHALL BE DRESSED OR COMPACTED BY MULTIPLE PASSES WITH TRACKED EARTH -MOVING z z z z o m a N k w z rc w I 490 ODi7�www w / 3:1 SLOPES (MAX.) 25` CONCRETE OVER dW o w EQUIPMENT. a WEIR w/ CONCRETE LEVEL E 0 3 w a z o_ W I SPREADER r S 9. ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES 0.2 M PER LIFT. 64 a w o a N a F a t- TEMP. CLEANOUT v ( ) 00 F F a J p w' ^ ✓� I / ELEVATION 490.5 M _ v USE SLOPE BREAKS, SUCH AS DIVERSIONS, BENCHES, OR CONTOUR FURROWS AS APPROPRIATE, TO REDUCE l w F g j - m w o z w Q 0 Q d i THE LENGTH Of CUT-AND-FlLl SLOPES TO LIMIT SHEET AND RILL EROSION AND PREVENT GULLY EROSION. = a - = d X w 3 a I` (MARK ON OCS) DOUBLE -ROW r o 3 r a a 3 3 3 w o e TYPE C SILT �� 10. NO FINISHED CUT OR FILL SLOPES, SHALL BE STEEPER THAN 2:1. PROPOSED SLOPES IN THE Sg FENCE '- STORMWATER WETLANDS SHALL BE NO STEEPER THAN 3:1. SLOPES ARE TO BE VEGETATED AT COMPLETION OF Z STAKE Q TS 90 - CONSTRUCTION. 1 49A / 49 MP RETROFIT �0' 11. SLOPES TO BE MAINTAINED BY TRACTOR OR OTHER EQUIPMENT SHOULD NOT BE STEEPER THAN 3:1. J `' 12. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION TO RETAIN WATER, Z 3E}. . INCREASE INFILTRATION, AND FACILITATE VEGETATION ESTABLISHMENT. J 13. SOIL LEFT EXPOSED WILL, WITHIN 15 WORKING DAYS OF DISTURBANCE, BE PLANTED OR OTHERWISE f/� I 1 8 REBAR PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 0. � co) Q ELEVATION A490 5 5/ 14 SEES SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH O W V I / (MARK ON STAKE) SET WITH CAPI APPROVED METHODS. G z (q �j = 15. STABILIZE ALL GRADED AREAS WITH VEGETATION, CRUSHED STONE, RIPRAP, OR OTHER GROUND COVER AS O y SOON AS GRADING IS COMPLETED OR IF WORK IS INTERRUPTED FOR 21 WORKING DAYS OR MORE. a a O / 84' ata� EXCAVATED SEDIMENT POND PERMANENT C) I- 5 >-VZ f / \� 34 3g0.46 �' . POOL CAN BE DRAINED FOR MAINTENANCE 16. USE MULCH TO STABWZE AREAS TEMPORARILY WHERE FINAL GRADING MUST BE DELAYED. j 1L V' USING PORTABLE SUMP PUMP Z ' O W >__ _ SYMBOL LEGEND 17. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE STABILIZED TO PREVENT EROSION AND O 2 W Z S :Sg 40 SEDIMENTATION. y = Lu >-x�� 18. SEE ADDITIONAL EROSION CONTROL NOTES ON SHEET 3. y�/r O N/F CONSOLIDATED METCO INC. ' DEED BOOK 364, PAGE 422 PIN 7572-21-5005 EX SS MH - RIM = 502.84 FIR N V. = 498.2213.92'ZZ X_ - - 5/8" REBAR SET WITH C/(P z GC GROUND COVER OTEMPORARY MULCHING O SOD TS TEMPORARY SEEDING � J_ Lu O W Y J V SCALE IN FEET cc W 0 Z La z 3m oo�Z 00 Ix - a A � � �!� ' f � i I , I � I i 1,�' :.1 � �' t '� <'1� � � f.�{ 1 � I� � �n'J.1� , . 4, 5 1 S '�'t( ��• a�' � I t lA,`ff� �, -S-t-- Lcx 'n I . .. . . . I 1 e. ... _i ___a- __ _ ... .. . . 1 t - . _�� J �i '�l. 24 HOUR CONTACT.- DON HARR/S (404) 213-6349 INTERMEDIATE PHASE CONSTRUCTION SCHEDULE PROPERTY OWER/DEVELOPER: 1. MAINTAIN TEMPORARY STRAW, MULCH AND/OR SEED -T/e 2. MAINTAIN CONSTRUCTION T FENCE, EXIT, SILT 2' EX SS MH / _ -- 5/8" REBAR MAINTAIN INSPECTION REPORTS ONSITE S '%j° RIM - 500.54 � - --- - AY SET WITH CAP - 3. CONTINUE MASS GRADING &BUILDING CONSTRUCTION, GRADE T�+�j��J L1 2 HIV 11 Y OUTLET P R S WET DETENTION POND AND INSTALL RETROFIT INV. 49230 - - -EX S5 MH _ T OF WAY srAB1-IZAT10 RIM = 4 _ 8. 9 4 4. INSTALL INLET CONTROLS AT PROPOSED STORM STRUCTURES 7 Jg 6O IV �n - - UCTURE C 081 N V. = 4 a 1. 1,4 5. PLACE TEMP. STRAW/ MULCH OR PERMANENT SEED/SOD ON . - � '136.23' 14 DAYS OF DISTURBANCE -------- P.O.B GRADED AREAS WITHIN N 86°2 I- 10�1�' SS - - 5/8" REBAR EX SS MH SET WITH CAP �/I 49 �� = - A19S RIM = 502.72 INV. = 497.70 STONE CHECKDAM vf RETAINING I WALL 1 _ STONE � _� TREE PROTECTION/ CHECKDAM v %� SEDIMENT RETAINING i WALL NSF WILLIAMS I DEED BOOK 1066, PAGE 464 , PIN 7572-21-5426 �9 REFERENCE # 5 TOPSOILING % I s I / TEMP. FABRI DROP INLET _ PROTECTION X,._ I , X\ / �' -' 49 � �� � �`�_�,� CENTERLINE OF CASHIERS I CREEK IS THE PROPERTY LINE v 5\` VA A _ Co tyi � CONSTRUCTION I a C)i i o , �°� EXIT / , 1' ,-- _ t >. 9 1 TEMP. FABRI L20 DROP INLET \ _ PROTECTION TR PROTECTI43Pb/. SEDIMENT/FEN \ F -� < 2 _ O;0 t C vi OU STABILIZATION r- O N I �STRUCTURE B I v fan I@'' 5/8" REBAR FOUND TS I 1.43' RIGHT @ 133.84' I �� MP. FABRIDROP INLET, J PROTECTION <<' CONCRETE 6 O WALL & LEVE F SPREADER i M AKE i MP RETT20FlT - - �� -70' r TEMP. CLEANOUT 5/8" REBAR TEMP. FABRI T I TEMP. FABRI / DROP INLET (MARK ON STAKE) SET WITH CAPI OUTLE ELEVATION 490 5 / STABILIZATION M KE) PROTECTION _ _ STRUCTURE A 11 DROP INLET � / _ PROTECTION / a EXCAVATED SEDIMENT POND PERMANENT 3g .A a __ - POOL CAN BE DRAINED FOR MAINTENANCE USING PORTABLE SUMP PUMP I I _ TEMP. FABRI f� 0"W DROP INLET DON HARRIS HARRIS DIVERSIFIED SERVICES, INC. OCr2007 NOV2007 DEC2007 3280 HOLCOMB BRIDGE ROAD, MONTH 2 MONTH 3 MONTH 4 SUITE C NORCROSS, GA 30092 (404) 213-6349 ro r Lm - *0O pr L. J�OO a. n' lJ J 0 - c7 IW- ran n W V, 111 W x Q Z Q W C Z30o• or j - �ao°� e �Woa G� �spo c a�3C N W z x x a 0 ul Of I EROSION CONTROL NOTES: a19 1. CONTRACTOR SHALL IMMEDIATELY REMOVE ANY MUD TRACKED ONTO EXISTING ROADS. d 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT AND REPAIR ANY EROSION CONTROL DEVICES IMMEDIATELY AS REQUIRED TO PREVENT SEDIMENTATION OFFSITE OR INTO THE STREAM BUFFER. 3. ANY REQUIRED BORROW MATERIAL SHALL BE SUPPLIED FROM A SITE HAVING AN APPROVED u EROSION CONTROL PLAN AND CURRENT PERMIT. IF SITE DOES NOT HAVE AN APPROVED PLAN AND W u PERMIT, THEN THE CONTRACTOR SHALL PROVIDE A PLAN AND OBTAIN NECESSARY PERMIT FROM JACKSON COUNTY OR NC DENR LAND QUALITY SECTION. w '" a 4. ANY WASTE MATERIAL SHALL BE DISPOSED OF TO A SITE HAVING AN APPROVED EROSION > C c CONTROL PLAN AND CURRENT PERMIT. IF SITE DOES NOT HAVE AN APPROVED PLAN AND PERMIT, w � e �+ THEN THE CONTRACTOR SHALL PROVIDE A PLAN AND OBTAIN NECESSARY PERMIT FROM LOCAL t^ W Q N SOIL EROSION CONTROL AGENCY OR NCDENR LAND QUALITY SECTION. W p re 5. CONTRACTOR SHALL PROVIDE TEMPORARY BERMS TO DIRECT RUNOFF INTO PROPOSED � m K :- SEDIMENT TRAPS. 6. UPON COMPLETION OF CLEARING AND ROUGH GRADING, ALL AREAS ARE TO BE SEEDED AND c u O O MULCHED IN ACCORDANCE WITH THE SEEDING SCHEDULE OR STABILIZED VIA OTHER MEANS t p z a ACCEPTABLE TO JACKSON COUNTY WITHIN 15 WORKING DAYS. _ Qo 3r N 7. CONTRACTOR IS REQUIRED TO BE FAMILIAR WITH THE MINIMUM MONITORING AND REPORTING' M REQUIREMENTS OF THE NPDES PERMIT NO. NCGO10DOO AND THE PROVISIONS OF 15A NCAC 2H.1000 (STORMWATER RULES). O Li- n LU CONSTRUCTION SPECIFICATIONS: a LU 1. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR CONSTRUCTION. INSTALL TREE PROTECTION FENCE AROUND AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION 0 EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION. 2. ANY GRADED OR DISTURBED AREAS (INCLUDING SLOPES) SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN, UNTIL THEY ARE PERMANENTLY STABILIZED. o Z J a 3. ALL SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE S � -P WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND ACCORDING TO THE STANDARDS 2- r- w � z z AND SPECIFICATIONS FOR THE APPROPRIATE EROSION CONTROL PRACTICES. Ir mm� 4. IF TOPSOIL IS REQUIRED FOR THE ESTABLISHMENT OF VEGETATION, IT SHALL BE STOCKPILED IN o a-rn v THE AMOUNT NECESSARY TO COMPLETE FINISHED GRADING AND PROTECTED FROM EROSION DURING z THE INTERIM. o o a o3 5. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, VEGETATION, ROOTS AND UNSTABLE MATERIAL, AND STRIPPED OF TOPSOIL orl 0 0 0 0 N 0000�o0 6. AREAS TO RECEIVE TOPSOIL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES (76 MM) N N N N N N PRIOR TO PLACEMENT OF TOPSOIL. o n N n n N N 7. ALL FILL SOIL SHALL BE COMPACTED AS REQUIRED BY THE GEOTECHNICAL ENGINEER TO REDUCE N Nn m m0) EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE AND OTHER RELATED PROBLEMS. FILL SOIL SHALL BE c;j OBSERVED AND TESTED BY AN INDEPENDENT TESTING LABORATORY. z O>-3333333 8. SLOPES SHALL BE DRESSED OR COMPACTED BY MULTIPLE PASSES WITH TRACKED EARTH -MOVING Ln m o 000 0 o u EQUIPMENT. W '-NM Q1n to rl 9. ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES (0.2 M) PER LIFT. USE SLOPE BREAKS, SUCH AS DIVERSIONS, BENCHES, OR CONTOUR FURROWS AS \ MICA/ / APPROPRIATE, TO REDUCE THE LENGTH OF CUT -AND -FILL SLOPES TO LIMIT SHEET AND RILL /i EROSION AND PREVENT GULLY EROSION. �\\D��NESgR i O/ i 10. NO FINISHED CUT OR FILL SLOPES, SHALL BE STEEPER THAN 2:1. PROPOSED SLOPES IN THE STORMWATER WETLANDS SHALL BE NO STEEPER THAN 3:1. SLOPES ARE TO BE VEGETATED AT 4 SEAL y COMPLETION OF CONSTRUCTION. 03 w �z 11. SLOPES TO BE MAINTAINED BY TRACTOR OR OTHER EQUIPMENT SHOULD NOT BE STEEPER THAN • CN 'I 547 , 12. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION ESTABLISHMENT. dV r 13. SOIL LEFT EXPOSED WILL, WITHIN 15 WORKING DAYS OF DISTURBANCE, BE PLANTED OR c : o � F o = z u o OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN c u a j = ~O ? j F w 3 EROSION. > z J N 0 d R 3 z W, m 0 W C w arc HoW'�ap Owz� zw 14. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE Y i <a wz O 1- O z � w i w a WITH APPROVED METHODS. Z: Z N z z 7 .0 w 3 r w z o z O Ul7=wW WOZW o w Oa 15. STABILIZE ALL GRADED AREAS WITH VEGETATION, CRUSHED STONE, RIPRAP, OR OTHER GROUND -" a 0 - d4 a - w w COVER AS SOON AS GRADING IS COMPLETED OR IF WORK IS INTERRUPTED FOR 21 WORKING DAYS OR a a w = °w o a a rx a d N vl I—F- Z.wacw O'Oa7 vIFFIn]pvlw0¢aa d xa-xdza�x=ddJ3aJ 16. USE MULCH TO STABILIZE AREAS TEMPORARILY WHERE FINAL GRADING MUST BE DELAYED. 17. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE STABILIZED TO PREVENT EROSION AND Z SEDIMENTATION. Q 18. SEE ADDITIONAL EROSION CONTROL NOTES ON SHEET 3. rrr� iI - 8 4 - PROTECTION N/F CONSOLIDATED METCO INC. SYMBOL LEGEND 11 `' 1 - DEED BOOK 364, PAGE 422 PIN 7572-21-5005 CONTRACTOR SHALL CLEAN OUT ALL LX SS MH ACCUMULATED SEDIMENT FROM THE POND AIM = 502.84 PIR / AND RESTORE ITS DESIGN GRADES AT THE '�V. = 498 22 13.92' END OF CONSTRUCTION 5 8" REBAR / WETLAND PLANTINGS SHALL NOT BE - � �( INSTALLED UNTIL SITE IS STABILIZED AND SET WITH C P POND GRADES ARE PROPERLY ESTABLISHED ;I 7r - GC GROUND COVER OTEMPORARY MULCHING OS SOD TS TEMPORARY SEEDING _J Z O J O z N CL o nwa = W W V z C:)z a�Qlx Lu LL C:)� 0 ne y0(� w >- =ao Lu D M J C) W O y W 0 uj I-_ Z Ld W 20 0 20 40 m Z w z 3m SCALE IN FEET 000Z O� r- a L- I TIE EX SS MH 5-322, RIM = 500.54 \0' - --1 INV. = 492.30 \> 78. 08, ----- S `• -i_- C 10:1 = 5 SJ S SS 3:1 1SLOPE i 5/8" REBAR CAP EX SS MH SET WITH RIM = 502.72 INV. = 497.70 Si SEEDED EROSION j CONTROL MATTING ON SLOPES, (TYP.) i 3H:1V SLOPE (TYP.), i i i I i Q I I j i ry i ✓ CD L � � w o Q' o, a a L I � MH' V1 ` U ) xm »o a �%i 5/8" REBAR FOUND 'I 1.43' RIGHT @ 133.84' GC II I EX S5 MH RIM = 502.84. INV. _ 498.22 ------------ 5/8' REBAR - HIGHWAY 64 PIR SET WITH CAP EX SS MH 24HOUR CONTACT.• DONHARR/S (404)213-6349 FINAL PHASE CONSTRUCTION SCHEDULE JAN 2008 FEB 2008 JAN 2008 FEB 2008 MONTH 5 MONTH 6 MONTH 7 MONTH 8 1. FINE GRADING, CURB 8 GUTTER B PAVEMENT CONSTRUCTION 2. MAINTAIN CONSTRUCTION ENTRANCE, SILT FENCE, INLET SEDIMENT TRAPS, REMOVE RETROFIT Et INSTALL PERMANENT OUTLET CONTROL STRUCTURE 3. REMOVE ACCUMULATED SEDIMENT 8 DEBRIS FROM ALL STORM STRUCTURES 4. INSTALL PERMANENT VEGETATION fa Lm [ 10 U M .0 N U JO�O• I �Na_C Z_jwLL [ Z ; a OC Q O 4 C = H N L9 FWpa �x0� RIM - 498.94 - rl [ a v 3 v- 60' RIGHT OF WAY o 0 0 �` INV 49L $Lu 136.23' S -- p pppC��u z N 86`27'45"E - - - i a ---}� _ J r - - - "ST WETLANDS" MAINTENANCE � PRO ERTY EVELOPER CIO) ORMWATER WETLAN NTENANCE ACTIVI ESDONPHARRISWERN T ES Q 0HARRIS DIVERSIFIED SERVICES, INC. 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLYA.IINSPECT THE BASIN d ', -- L--"- - r----r_� - -- C'.a � -_ - -_ _• 3280 HOLCOMB BRIDGE ROAD, SUITE C SYSTEM FOR SEDIMENT ACCUMULATION, EROSION, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION. w NORCROSS, GA 30092 OCHECK AND CCURS WITHIN CLEAR RDTHE OUTLET AS DESIGNED. F ANY OBSTRUCTIONS SUCH THAT DRAWDOWN OF THE TEMPORARY POOL (404)R213-6349 s o o_ 2. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN GOOD VEGETATIVE COVER, AND REMOVE \ TRASH AS NEEDED. OUTLET 4 3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, RIPRAP, ETC.) QUARTERLY TO u STABILIZATION Lu q9$ � -� " '�S' � MAINTAIN PROPER FUNCTIONING. i F S/ \ STRUCTURE C ' - \ •, _ 4. REMOVE ACCUMULATED SEDIMENT FROM THE BASIN SYSTEM SEMI-ANNUALLY OR WHEN DEPTH IS REDUCED TO 75% vi '^ v. OF THE ORIGINAL DESIGN DEPTH (SEE DIAGRAM BELOW). REMOVED SEDIMENT SHALL BE DISPOSED OF IN AN _� < a'w APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER QUALITY (I.E. O o T _ _ I STOCKPILING NEAR A BASIN OR STREAM, ETC.). A STAKE OR OTHER MARKING DEVICE SHALL BE INSTALLED IN THE W M M 100' VEGETATED F _ \ - POND, WITH THE ELEVATION 490.5 MARKED UPON IT. SEDIMENT SHALL BE REMOVED WHEN IT REACHES THIS DEPTH, W ¢ a h_. � ANYWHERE WITHIN THE POND. w c STRIP BMP @ 1% - 1I�j I`� A' �� �m v -- �� 5. REMOVE CATTAILS IF/WHEN THEY ARE OBSERVED IN THE STORMWATER WETLANDS. CATTAILS ARE AN INVASIVE v; m " SPECIES AND WALL DISRUPT THE BALANCE OF PLANNED WETLAND PLANTINGS IN THE BASIN. e v u O N/F WILLIAMS 6. IF THE PERMANENT POOL IN THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, A � z x GC�+ - -- ' w v t ` �CQ DEED BOOK 1066, PAGE 464 PORTABLE PUMP SHALL BE USED TO DRAIN THE WATER, z TEMP. I ET V A w SEDIMENT `. ` \ PIN 7572-21-5426 7. ALL COMPONENTS OF THE STORMWATER WETLANDS SYSTEM SHALL BE MAINTAINED IN GOOD WORKING ORDER. _ TRAP �, A ` ` 9 REFERENCE # 5 PIGS IN A �- BLANKET _ - �'�'•� EROSION CONTROL NOTES: 0 w I S• , I 1. CONTRACTOR SHALL IMMEDIATELY REMOVE ANY MUD TRACKED ONTO EXISTING ROADS. i 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF d _ / \ PRODUCING RAINFALL EVENT AND REPAIR ANY EROSION CONTROL DEVICES IMMEDIATELY AS REQUIRED TO PREVENT W SEDIMENTATION OFFSITE OR INTO THE STREAM BUFFER. d 3. ANY REQUIRED BORROW MATERIAL SHALL BE SUPPLIED FROM A SITE HAVING AN APPROVED EROSION CONTROL PLAN AND CURRENT PERMIT. IF SITE DOES NOT HAVE AN APPROVED PLAN AND PERMIT, THEN THE CONTRACTOR SHALL X PROVIDE A PLAN AND OBTAIN NECESSARY PERMIT FROM JACKSON COUNTY OR NC DENR LAND QUALITY SECTION. 4. ANY WASTE MATERIAL SHALL BE DISPOSED OF TO A SITE HAVING AN APPROVED EROSION CONTROL PLAN AND Z GC CURRENT PERMIT. IF SITE DOES NOT HAVE AN APPROVED PLAN AND PERMIT, THEN THE CONTRACTOR SHALL PROVIDE A o o LI l� PLAN AND OBTAIN NECESSARY PERMIT FROM LOCAL SOIL EROSION CONTROL AGENCY OR NCDENR LAND QUALITY SECTION. F- � - - 4g8 ��� �� �� V CENTERLINE OF CASHIERS CL ��Z z GHTPOLE � m w w {7 CREEK IS THE PROPERTY LINE 5. CONTRACTOR SHALL PROVIDE TEMPORARY BERMS TO DIRECT RUNOFF INTO PROPOSED SEDIMENT TRAPS. 0 g�� s \ w vi � s (TYP.) �+� \ S,' 6. UPON COMPLETION OF CLEARING AND ROUGH GRADING, ALL AREAS ARE TO BE SEEDED AND MULCHED IN a w U) M v v - - - V 7� - ACCORDANCE WITH THE SEEDING SCHEDULE OR STABILIZED VIA OTHER MEANS ACCEPTABLE TO JACKSON COUNTY WITHIN o a 3 3 15 WORKING DAYS. 0aaom --- ---- - -- -- \ --- _ _ `�. 7. CONTRACTOR IS REQUIRED TO BE FAMILIAR WITH THE 'MINIMUM MONITORING AND REPORTING' REQUIREMENTS OF THE NPDES PERMIT NO. NCG010D00 AND THE PROVISIONS OF 15A NCAC 2H.1000 (STORMWATER RULES). o o 0 0 0 0 �NNNNNNN Q n r 3 N,*N j i" '= CONSTRUCTION SPECIFICATIONS: �� z z GC ���� `: 1. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR CONSTRUCTION. INSTALL TREE PROTECTION FENCE 0>3333333 �9 - 1\. L20 AROUND AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO G G C PRESERVE NATURAL VEGETATION. m - V - ' -- h Z�� 2. ANY GRADED OR DISTURBED AREAS (INCLUDING SLOPES) SHALL BE PROTECTED DURING CLEARING AND W - Eli NCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL P NTIL TH CONSTRUCTION IN ACCORDANCE LAN, U EY ARE �- 499 �� �� l A PERMANENTLY STABILIZED. - TEMP. INLET -; ��� \\\\\hhIC IAI1tj11 SEDIMENT, \h \ \h \ • \`� 3. ALL SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED•;,ROl,�ii TRAP EROSION AND SEDIMENT CONTROL PLAN AND ACCORDING TO THE STANDARDS AND SPECIFICATIONS FOR THE - PIGS IN A PROPOSED I N APPROPRIATE EROSION CONTROL PRACTICES. _ y•� c _ a� sFP.I BLANKET _ - a TEMP. IN 1�'� WELL �; `.� 4. IF TOPSOIL IS REQUIRED FOR THE ESTABLISHMENT OF VEGETATION, IT SHALL BE STOCKPILED IN THE AMOUNT 03 �4 I'I SEDIMENT NECESSARY TO COMPLETE FINISHED GRADING AND PROTECTED FROM EROSION DURING THE INTERIM. 11� . ', TRAP \\ \ Q• i ��7,�{2,��'c1` ' 5. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, VEGETATION, ROOTS AND UNSTABLE 'PIGS IN A \ I MATERIAL, AND STRIPPED OF TOPSOIL �a��` N. I ' SOIL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES M PRIOR TO BLANKET' ��//Ililihhh�� �I ° I � _ - � ` '+ " �• ' � � 6. AREAS TO RECEIVE TOP ( ) PLACEMENT OF TOPSOIL S 76 M w o j F m F f rc w OUTLET zu II �STABILIZATION zarcuor 3����3 i I II I /// , • 7. ALL FILL SOIL SHALL BE COMPACTED AS REQUIRED BY THE GEOTECHNICAL ENGINEER TO REDUCE EROSION, SLIPPAGE, o u z w z = O c z w z / STRUCTURE B SETTLEMENT, SUBSIDENCE AND OTHER RELATED PROBLEMS. FILL SOIL SHALL BE OBSERVED AND TESTED BY AN � rc u 5 W 3 o w s o ov z o wz 1 �6 INDEPENDENT TESTING LABORATORY. > wW ^ m w o- o�= z y w V �45 \ ' F 8. SLOPES SHALL BE DRESSED OR COMPACTED BY MULTIPLE PASSES WITH TRACKED EARTH -MOVING EQUIPMENT. o o 3 o w w w f° m w 2 4a 3 z w - -10? rcoz-3rc�w , CONCRETE LEVEL - o ¢q V a~ w w o w w SPREADER w/ RETROFlI r 9 ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES (0.2 M) PER LIFT. USE SLOPE � z z w w w w a w a X w w \ • \ UNTIL STABILIZATION N I BREAKS, SUCH AS DIVERSIONS, BENCHES, OR CONTOUR FURROWS AS APPROPRIATE, TO REDUCE THE LENGTH OF o < c r = w o w u N W m a V CUT -AND -FILL SLOPES TO LIMIT SHEET AND RILL EROSION AND PREVENT GULLY EROSION. m w F m Q~ m w o rc a Q O 3 d 10 � 3: 1 MAX SLOPE 10. NO FINISHED CUT OR FILL SLOPES, SHALL BE STEEPER THAN 2:1. PROPOSED SLOPES IN THE STORMWATER 3 ? 3 3 �L _ES AX. 1 3� STF21P . i WETLANDS SHALL BE NO STEEPER THAN 3:1. SLOPES ARE TO BE VEGETATED AT COMPLETION OF CONSTRUCTION. Fc as AKE 30' FILE GCSEEDED EROSION b ! 11. SLOPES TO BE MAINTAINED BY TRACTOR OR OTHER EQUIPMENT SHOULD NOT BE STEEPER THAN 3:1. CONTROL MATTING , /��/ CMP RETROFIT p' Q ON SLOPES (TYP.) 49� 5- - __ _ I _ 12. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION TO RETAIN WATER, INCREASE ---� --_ INFILTRATION, AND FACILITATE VEGETATION ESTABLISHMENT. Z 13. SOIL LEFT EX OSED M WITHIN 15 WORKING DAYS OF DISTURBANCE, BE PLANTED OR OTHERWISE PROVIDED WITH i GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION, .I 1 -� ' ` - OUTLET - TEMP CLEANOUT 5 8 REBAR 14. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH APPROVED O - '"- METHODS. Of O p ,, \, -� =-/ • STABILIZATION (MARKELEVAONSTAKE) SET WITH CAPI X W W = _ STRUCTURE A 15. STABILIZE GRADED A EAS WITH VEGETATION, RUSHED STONE, RIPRAP OTHER ROUND COVER AS SOON _ S A ALLR VE ET ON, C SON OR ER G AS GRADING IS COMPLETED OR IF WORK IS INTERRUPTED FOR 21 WORKING DAYS OR MORE. z _J N 499 f d EXCAVATED SEDIMENT POND PERMANENT 16. USE MULCH TO STABILIZE AREAS TEMPORARILY WHERE FINAL GRADING MUST BE DELAYED. O Q Q Q 3g0,4 - POOL CAN BE DRAINED FOR MAINTENANCE 17. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE STABILIZED TO PREVENT EROSION AND SEDIMENTATION. U W < LL Z - USING PORTABLE SUMP PUMP w LLO 'off 18. SEE ADDITIONAL EROSION CONTROL NOTES ON SHEET 3. Z as = Lu -- .1 TEMP. INLET SYMBOL LEGEND z r 8 40 SEDIMENT 0 9)_ 0 - ' - - TRAP N/F CONSOLIDATED METCC INC. PIGS IN A J V BLANKET / DEED BOOK 364, PAGE 422 0p9 PIN 7572-21-5005 CONTRACTOR SHALL CLEAN OUT ALL TEMP. INLET ACCUMULATED SEDIMENT FROM THE POND FIR / SEDIMENT AND RESTORE ITS DESIGN GRADES AT THE 13 g2' TRAP END OF CONSTRUCTION 'PIGS IN A 5/8" NOT BE REBAR BLANKET' INSTALLED LLEDND PUN GS LNSITES STABILIZEDLL SAAND SET WITH C P POND GRADES ARE PROPERLY ESTABLISHED I GC GROUND COVER OTEMPORARY MULCHING OS SOD TS TEMPORARY SEEDING �M50 orfY W � Q LL 20 0 20 40 SCALE IN FEET 0 zw 3 0° Q � p Z PLANT LIST SCIENTIFIC NAME VARIETY COMMON NAME QUANTITY/ SQAURE FEET SIZE 1HEIGH111SPAGING LARGE TREES Acer rubrum 'October Glory' Red Maple 5 2.5" cal. I 12' As Shown Betula nigra RiNer Birch 8 2.5" cal. I 1Z As Shown Liriodendron tali ifera Yellow Poplar 2 2.5" cal. 12' As Shown ' SMALL TREES Chionanthus Ar inicus JArnerican Fringe Tree 1 3 1.5" cal. 8' As Shown Ilex Opaca lGreenleal' I Greenleaf Holly 4 1.5" cal. 8' As Shown Osrnanthus americans De%AMwod Osmanthus 4 1.5" cal. 8' As Shown MEDIUM SHRUBS IlexGlabra N ra' Inkberry 30 7- Non 2' 3-feet Kaknia Iatifolia Mountain Laurel 1 21 7- Non 2' 3-feet Lorpetalum chinensis 'Ru ' %by Fringe Flower 30 7- Non 2' 3-feet SMALL SHRUBS Bums X Green Mountain" Green Mountain Bomwod 395-gallon 1' 2-3 feet Ilexvorritoria Nana' DvAwf Yaupon Holly 75-gallon 1' 2-feet Prunus laurocerasus Otto L ken' Otto Lu ken Laurel 35 5-gallon 1' 3-feet Rododendron calendulaceum Flame Azalea 21 5—gallon 2' 3-feet Rododendron spp. Coral Bells' Karume Azar 10 5—gallon 2' 3-feet Ruscus aculeatus Butchers Broom 7 5—gallon 1' 2-feet GROUNDCOVER Liriope Muscari JUriope 750 pint 9' 12" O.C. Trachelospenrium asialicum lAsiafic Jasmine 1 100 pint 4" 12" O.C. FLOWERING PERENNIALS HerrmerocaIs SM. Da tiNes 290quart 16H 12" O.C. Silem m in Fire Pink 25 1 quart 6" 12" O.C. Tri�um randitlorum ITrillium 55 1 quart 6" 12" O.C. SOD C nodon dactylon Common Bermuda T 10,000 sq, ft SOD NA NA 4SET A - WATER QUALITY POND PLANTING SCHEME SCALE 1' =10' AQUATIC PLANT LIST SCIENTIFIC NAME IVARIETY ICOMMON NAME SQ. F f ==n EMI 1 SPACING HATCH --- - - -- FLAT OR Eleocharis acicularis S •kerush 384 384 PLUG 12 " O.C. Isoetes spp. QuilMArt 360 360 12 " O.C. Lilaeopsis Occidentalis ljkwpsis 96 216 " 8 " O.C. Nu har Ium S rdock 104 234 8 " O.C. Elodea WaWmed 332 747 .SHALLOW WATER Canna fily Bengal Tiger Bengal Tiger Canna 94 94 " 12" O.C. Iris hexagona Hexagonal Iris 46 46 12 "O.C. Iris rismatica Slender Blue Iris 176 176 12 " O.C. Sagittaria latifoka 1 Duck Potato 1 180 405 " 8 " O.C. Scir us americanus Three Square Bulrush 128 288 " 8'" O.C. NOTE: THE PROPOSED WATER QUALITY POND IS SURROUNDED BY WALL AND THEREFORE HAS ONLY TWO ZONES: DEEP POOL ZONE - CONSISTS OF ALL AREAS THAT WILL HAVE A DEPTH OF MORE THAN ONE FOOT AT NORMAL POOL SHALLOW WATER - CONSISTS OF ALL AREAS THAT WILL HAVE A DEPTH OF LESS THAN ONE FOOT AT NORMAL POOL BECAUSE THE EDGE OF WATER AT NORMAL POOL COINCIDES WITH THE FACE OF THE PROPOSED WALL, THERE IS NO SHALLOW LAND ZONE LANDSCAPE CALCULATIONS EXISTING TREES TO BE SAVED AND USED FOR CREDITS: 20" WPINE = 4 NEW TREES 7" HW = 2 NEW TREES 6" LOC = 1 NEW TREE 15" WPINE = 3 NEW TREES 8" HEM = 2 NEW TREES 18" WPINE = 3 NEW TREES 7" LOC = 2 NEW TREES U -- TOTAL = 20 TREES CAN BE SUBTRACTED FROM REQUIRED TREES. 10' LANDSCAPE STRIP ALONG HWY 64: - — LENGTH = 136' TOTAL, 93' NON -BUFFER TREES REQUIRED: 3 PROVIDED: 1 UNDERSTORY (-2 CREDIT) ROAD BUFFER: SHRUBS REQUIRED: 19 PROVIDED: 27 10' LANDSCAPE STRIP ALONG PLASTIC PLANT RD: AY 6A LENGTH = 328' I - HIGn Y� TREES REQUIRED: 8 PROVIDED: 7 OVERSTORY (-1 CREDIT) - - - --' CYNODON t_ 601 RIGHT OF WAY DACTYLON= s ROAD BUFFER: SHRUBS REQUIRED: 66 PROVIDED: 68 (6) PRUNUS GSOD) _._ . _ -- S Ste- SS = - LAUROCERASUS _ SS - - - _ - + -) -- 5' PLANTING STRIP ALONG REAR PROPERTY LINE: r�, • HP LENGTH = 390' OTTO LUYKEN SS — SS w Mm� — rn��- -_ ` H` E ��\U COUNT TOWARDS VEH. USE) TREES REQUIRED: 8 PROVIDED: 8 (4 SE Ekl ROCArLI$ SHRUBS REQUIRED: 40 PR SS ,. EQU ED PROVIDED: 50 EX 0/14 POWER ` . ��5+�� � S - -no-- "'' - P EM POP PSPP PARKING LOT PLANTING . +Ir P°a I VEHICULAR USE AREA 38,395 SF WAY . W _ . R (1) AMERICAN +,r REM \ -\ TREES REQUIRED: 19 TOTAL (5 SMALL, 14 LARGE) ♦, '� +6" MAP +11" HEM A FRINGETREE i A \ TREES PROVIDED: 13 (6 SMALL, 7 LARGE) (-6 CREDIT) . � +19" MAP , (PLANT ON SLOPE," „(!I ..L)p h _ ,6 \ SHRUBS REQUIRED: 38 PROVIDED: 35 (IN VEH. USE AREA) NOT IN DITCH) + 25 (HALF REAR PLANTING STRIP) +a' „w +s Nw 15" MAP (NIP) � z 60 SHRUBS TOTAL (/j ` • i/3 • " ' "+8 "" • + +10" Hw (DI30 13' OAK a 12' WOAK +28' SPINE W (15) LOROPETALUM CHINENSIS +W MAP (TRIP) +15" w AK +16 (32) PRUNUS - 0 IT RUBY (3 MATURE HEIGHT) wNE LAUROCERASUS . w ' -,� (7) BUXUS x _ 'OTTO LUYKEN -- _'GREEN MOUNTAK' f CYNODON DACTYLON- U W � _ _ -----(10) BUXUS x 'GREEN MOUNTAIN' - (SOD) MERE NOTE *4" - -�- - - � COVERED NTH EROSION I� ' --- (2) BETULA ,", _'� CONTROL MATTING - +b R�) NIGRA (SEE SHEEN 10) V - -- - , -- CYNODON (3) ACER - W .. -- -_ DACTYLON URIOP " RUBRUM . ` ` ' --- �- (SOD) +t M AP 'OCTOBER GLORY' • ` - _- --- -- -- URIOPE ' +10' NAP ` URIOPE w+e „ _• (5) BETULA �'' (15) LOROPETALUM NIGRA CHINENSIS 'RUBY f' 2 AMERICAN INGETREE\ W a .: (TRIP) �; EXISTINGWELL URIOPE � URIOPE - j a W (6) BUXUS x °- L CYNODON t I\ 1. 4 OF THE REAR PLANTING STRIP TREES ARE USED TO SATISFY SMALL TREE REQUIREMENT I 2. ALL DISTURBED AREAS NOT SHOWN TO RECEIVE SHRUBS OR GROUND COVER ARE TO RECEIVE SOD OR PINE BARK MULCH AS DIRECTED BY THE OWNER. SLOPES GREATER THAN 4:1 SLOPE ARE TO RECEIVE SEEDED EROSION CONTROL MATTING. NO SOIL IS TO REMAIN EXPOSED. 3. ALL PARKING SPACES ARE TO BE WITHIN 45 FEET OF A TREE. 4. NO TREES ARE ALLOWED IN THE EXISTING POWER EASEMENT. , z r n 1Ip I + °P 0 \ ' +fi Hw +W NW F ►.�y H EN MTN' P / LIRIOPr_ GRE ■ -+ ew 1 DACTYLON i C/] W --- (7) BUXUS x Qr UGHTPOLE (SOD) 1(25) TRILLIUM +6" 6NER 0j 0 w t GREEN MOUNTAIN TYP) , GRANDIFLORUM +44• NW (NIP) IT, To ztp°P IULIPIFERAENDRON (25)SILENE (25) TRILLIUM x _ GRANDIFLORUM a � / VIRINICA - \ 40' POWER EASEMENT i R t +,2 - 3NV(1 mnq U +s" m NO TREES ALLOWED) R§OPOSED WELL WITH ' J li ONCR+ e ✓J W W aJ J, 1- i ° ✓ r -- , ,1 p� � +10' WINE Y CYNODON J _ MOUNTAIN' - k ' GREEN MO , (10) r DACTYLON (SOD) r I RHODODENDRON DACTYLON a URIOPE CYNODON S'C 'CORAL t xf i 22 OAK SPP 0 2' ' BELL • ° � - �� , 5#1 HW � + HW ) + (SOD)` .`.+: H�� _ e TUB 1 _ 7) IL X I +24" NINE TREE SAVE i AREA• +T + CO e ' " - CONTRACTOR SHALL REMOVE 15 OF _ 1 VOMIT RIA 1 20" WPINE a Nw NATIVE SOIL AND REPLACE WITH LOOSE NANA 5 P°P 6" LOC +� ORGANIC SOIL WITH NO CLAY LEFT " ' +6" WINE 8" HEM WITHIN THE UPPER 12-INCHES. 7" LOC (21) +6 E ` 1 OVERHEAD POWER LANDSCAPE BED SHALL BE RAISED SO `. \ +c Nw i ) - TO BE REMOVED 1' ' .� HEMEROCALLI I `f ?, AND EASEMENT -,," _ + w�NE I '> 7" HW RHODODENDRON- - THAT CENTER OF BED IS 12 ABOVE SURROUNDING SIDEWALK. a4 - - �� SPP. CALENDULACEUM' _ e „ ° ABANDONED ����� _ (7) RUSCUS n OCTOBER GLORY"M e (2) ACER RUBRU ".IT ACULEAIUS Mom • r _ i L U P UNUS JASMINE C ROCERASUS '- JASMINE �I,'✓ R OTTO LUYKEN' - +gyp +8 S SEEDED EROSION CONTROL SEE 31 ILEX GLABRA 'NIGRA" F G ON SLOPES (TYP.) DETAILEDPLANTING 6' MATURE H AIA EIGHT_ 1KALMIA SEE SHEET 10 SCHEME H 7' MATURE EIGHT =- - � t5 4) OSMANTHUS AMERICANUS � 7 wp1 - -, I (2 COUNT TOWARDS PARKING s' OEM rj +5 _.NE+s �; c LOT TREE REQUIREMENT) H nww, / Ir �� s' + HEM _ � � � � EXISTING FENCE YIPIN2' /tw__WIN iE {E"-HEM �__. } + -. / ° HIN ADJUST PLANTS AROUND STORM INLETS + 5' PLANTING STRIP (4) ILEX OPACA 'GREENLEAF' GREENLEAF HOLLY TREE SAVE AREA: 8 ILEX GLABRA 'NIGRA" (2 COUNT TOWARDS PARKING 15" WPINE 6' MATURE HEIGHT LOT TREE REQUIREMENT) 18" WPINE O oappG�Oo �D�j ra 0 `C .o .o - ro n L JOC,00ILLI O, J �NgC m� z_joLI_ C Z3uo. ix Sao° = F N W G� �_C 00 C av3� N W z m a 0 L LI of a u U W z!: W O. U� V•M moo ° W 19 In ��IG o to W � V W cuzx LA p a ce_ cc o a ro = N M CARO(/��i \`p4oFI SS/6- y/ a SEAT_ 547 N N N o\�5� o J F m W Z l7 O o W jW �CWK�10=Z�w � q'gooo3QQ ZV-z o�mwp&Wd.RNg3:uW aW oZo3�zHi�ddo w WCw~a OW a�az��doa� =a~='o°zap==wu < i �o3�aa333Pwozite� Q Z J � Z N 0 Z Q p��a V O a = N W 30 W _ U Z Q�Q0 W Z - LU Q LL a U �03m ox-A0 W J W WM>0 U V � W 20 0 20 40 0 Z Lu z m SCALE IN FEET w o � D 0mpZ ono a� I� I 1 , L'.-_ _ Ik L;-:. �.1-L:..�� .. .._ _ .. -. _. _ _.._._!it_ .. _:i'_L .�1s'C �.i /�.:.,? '.'.1:[« 520 ate' ain �� �n 518 m 1-110 110 .. a00,7 ul� ..� - 516 - _ _ .0 CD Cm _.. -cli cod .-��r 00 512 + Zo �y-.�.r _ +tno�Z-o malt +�Zo -. #�ZO mar + Z <apr }�0 It 510 tZ. -» FFzz2 Rzz FKZz FEzz �z 508 -z Q�. 506 504 GRADE EXISTING - PROPOSED 502 GRADE 500 _ 498 WATER - QUALITY 496 POND - - 494 --- �.- --- -' -.'. 40 53' 0.57% 18" HDPE - 27' 42'- 492 0 97% 247 HDPE 38• 0.48% - 0.50% 0.73% 100-YR ELEV. 0.53% 24" HDPE 18" HDPE YR 100-YR 18" HDPE 4$4.45 24 HOPE i HGL490 488 10G-YR ELEV. _ 486 494.7 484 DAIM KEY O Y V O Q O O SO m a 0) 0 m a to It It � a v vOi 0+00 Q 520 518 __ __ _- ..- v _ _.. 516 - _... -...o 514 0 N� 512- q_a 510 0 +Q z 508 _ Q> 506 Q> z 504 PROPOSED- GRADE 50241.15%24r- 500 498 _.... 496 494492 _._. . RCP490 SANG488 -YR GRADE HGL 486 484 .o� DA2W AZCV 48Q A0 o a o rn a a a 0+00 STORM LINE 4 SCALE 1 "=30'H 1"--10 y v 25-YEAR DESIGN 1+00 STORM LINE I SCALE- 1 "=30'H 1"--10 A v 2+00 N N N in N1 � r rSC^ cnc �v Ov in �* IUD w0 oo-t a r n0oa 0 ot, ON00)r o't* rd-� OS .oma +OZZ7 +00,Z7 Oar +OZ 00 N Qg»> Hg>> Qom» OU)ZEZZZ - RZz OzFezz 520 - 0 518 0 516 A a 514 - +moo 512 Q> 510 �? 508 506 ROPOSED 504 SANG GRADE 502 GRADE500 , - -- ' 498 496 494 57' Q53% 15 HDPE 21' _ 16* 492 1.90% .23% 1 490 t5" HDPE 15 HDPE 488 100-YR ELEV. 486 494.70 100-YR HGL 484 482 DATW AU7 ' 0+00 1+00 STORM LINE 2 SCALE.- I "=30'H 1 "=10'V a. rM M � r n . O O Ol O O W O MONK O N n0[V< �Om 07 ON<r "aDtr YSOOM� 'iOZ Clio*-O +'tZp M+mo . 3cn> MOR» Q yfzz Q�> 520 - _ xv�? c5m??-- R? 518 _ 516 514 512 510, 508 506 504 PROPOSED 502 -- EXISTING GRADE GRADE Soo WATER 498 , QUALITY 496 POND 494 - ---. 492 58 0.52% 24" HDPE 107' 0 k56R 24' HDPE 490 q 1 �IIACKFILL 488 1.34R 100-YR HGL WITH 24" HDPE ELEV. 494.45 - CRUSHED STONE 486 484 482 4d0 GO 0 n O rn M M ri 4 m rri d 1-i v a < -t a v Q N*00 Q Q M �? O ^Q _ z QZ ^Q Z Zy Q :n ! Q Z ZQ QZch OF m» Z v 520 I w zQ - a� - <z _ m ' w rn^- n� <� orn�zz 518 N rn - '� ¢ _ OR Mm� o� 0 516 -_ 0rn ohN w oLoa +� �,o� zin ov 514 +rnZ _-. -Nvr.... _.: :... _ a� _. __: :_,r+oz v-� _-: Qa�>> _. +°'��_: -- d+-o=p-- _. v- +m p aoo -- _ ��p _ 510 -_. gz - �5>_.. _..- _:.- _. ---.1 .azp.- - __ _.-.. - �zz. -.. - _. -. ie�z.._. - - Fr- ----. 508 a M > > 506 _.En_ - : _: _.. - _ PROPOSED GRADE 504 .. _... - EXISTING GRADE 502 500 7 498 - 496 494 -.- - - ��-"�- 8' DIP 5N -1.04% - 8` DIP 38 0.91% 8" DIP - - 59' 0:85% - 8` DIP 9r 1.09 { 492 92' 1.09% 8` 01P 124' 1.05% B" DIP 28. - 490 - 1.81% BACKFILL WITH BACKFILL WITH -CRUSHED CRUSHED STONE 488 8" DIP STONE'AT CROSSING j AT CROSSING _ 486 AF'PROb1AATr INVERT OUF - 484 - ELEV. 491.8 482 CONTRACTOR TO VERIFY _ O O N O O N 0/ N M 00 O Ql O O 01 CDGS 01 0/ O LO It It It It It Ln 0, 0+00 1+DO 2+00 SANITARY LINE A SCALE 1 "=30'H 1 "=10'V FROM TO -:REA C-VALUE WEIGHTED TIME OF INTENSITY Q T07; PIPE SLOPE PIPE MANNING'S FULL CALL. PIPE STRUCTURE STRUCTURE . RES) IMP LS UNDISr OFFSITE C CONC. (IN/HR) (CFS) C DIAMETER M MATERIAL n Q V LENGTH 0.95 1 0.45 1 0.30 0.70 (MIN) ;CF (IN) (CFS) (FPS) (FT) DI 1.7 DI 1.6 0.240 0.14 0.10 0.74 5 9.30 1.66 1.66 18 0.73 HDPE 0.012 9.72 11.01 27 DI 1.6 DI 1.5 0.030 0.01 0.02 0.62 5 9.30 0.17 1.0 18 0.57 HDPE 0.012 8.59 11.01 53 DI 1.5 DI 1.4 0.090 0.07 0.02 0.84 5 9.30 0.70 2.53 18 0.50 HDPE 0.012 8.04 11.01 40 DI 1.4 DI 1.3 0.080 0.06 0.02 0.83 5 9.30 0.61 3.14 24 0.48 HDPE 0.012 16.97 11.01 42 DI 1.3 DI 1.2 0.050 0.03 0.02 0.75 5 9.30 0.35 4.62 24 0.53 HDPE 0.012 17.83 11.01 38 DI 1.2 HW 1.1 0.060 0.04 0.02 0.78 5 9.30 0.44 5.25 24 0.97 HDPE 0,012 24.12 4.30 41 DI 2.3 DI 2.2 0,050 0.05 0.00 0.95 5 9.30 0.44 0.44 15 1.23 HDPE 0.012 7.76 7.82 16 DI 2.2 DI 2.1 0.050 0.05 0.00 0.95 5 9.30 0.44 0.88 15 1.90 HDPE 0.012 9.64 6.82 21 DI 2.1 DI 1.3 0.050 0.05 0.00 0.95 5 9.30 0.44 1.33 15 0.53 HDPE 0.012 5.09 6.61 57 SWCB 3.4 Cl 3.3 0.740 0.70 0.04 0.92 5 9.30 6.35 6.35 24 0.56 HDPE 0.012 18.33 11.01 107 Cl 3.3 Cl 3.2 0.070 0.06 0.01 0.88 5 9.30 0.57 6.92 24 0.52 HDPE 0.012 17.66 11.01 58 Cl 3.2 HW 3.1 0.070 0.06 0.01 0.88 5 9.30 0.57 7.5D 24 1.34 HDPE 0,012 28.36 11.01 4 HW 4.2 HW 4.1 1.000 0.50 0.50 0.70 5 9.30 6.51 6.51 24 1.15 RCP 0.013 24.25 6.90 61 RIPRAP DESIGN: d, in d50, in La, ft 313o, it W, ft dmax, in Depth, in Tw HW 1.1 24 6 10 6 8.0 9.0 18.0 MIN 100-YR ELEV = 494.45 25-YR ELEV = 494.39 HW 3.1 24 6 10 6 8.0 9.0 18.0 MIN 3+00 MQUEDTCrrwm e n G I n G•' G r i n G 240 Heritage Walk, Suite 103, Woodstock, GA 30188 PROPOSED CMP IS TO BE 16 GAGE AND TO HAVE 2-2/3'xt/2" ANNULAR CORRUGATIONS PROPOSED HDPE IS TO BE ADS N-12 PROPOSED RCP IS TO BE CLASS V RCP. 4+00 FROM TO AREA C-VALUE WEIGHTED TIME OF INTENSITY Q STRUCTURE STRUCTURE (ACRES; IMP LS UNDISi OFFSITE C CONC. (IN/HR) (CFS) 0.95 0.45 0.30 0.70 (MIN) DI1.7 DI 1.6 0.240 0.14 0.10 0.74 5 11.22 2.00 DI 1.6 DI 1.5 0.030 0.01 0.02 0.62 5 11.22 0.21 DI 1.5 DI 1.4 0.090 0.07 0.02 0.84 5 11.22 0.85 DI 1.4 DI 1.3 0.080 0.06 0.02 0.83 5 11.22 0.74 DI 1.3 DI 1.2 0.050 0.03 0.02 0.75 5 11.22 0.42 DI 1.2 HW 1.1 0.060 0.04 0.02 0.78 5 11.22 0.53 DI 2.3 DI 2.2 0.050 0.05 0.00 0.95 5 11.22 0.53 DI 2.2 DI 2.1 0.050 0.05 0.00 0.95 5 11.22 0.53 DI 2.1 DI 1.3 0.050 0.05 0.00 0.95 5 11.22 0.53 SWCB 3.4 Cl 3.3 0.740 0.70 0.04 0.92 5 11.22 7.66 Cl 3.3 Cl 3.2 0.070 0.06 0.01 0.88 5 11.22 0.69 Cl 3.2 HW 3.1 0.070 0.06 0.01 0.88 5 11.22 0.69 HW 4.2 HW 4.1 1.000 0.50 0.50 0.70 5 11.22 7.85 0+00 1+00 STORM LINE 3 SCALE 1 "=30'H 1"--10 I o rn o m .r 0, 01 10 0 0) 0 0 It a W) a LO Ln 0+00 1+00 EXISTING SANITARY SCALE 1 "=30'H 1"--10 0 v PROJECT: Cashiers Wendy's & Retail Shops JOB NO.: 1106031 DATE: May 10, 2007 CALC. BY: Claire Wolfson DESIGN STORM EVENTS: 100-yr, Highlands, NC Rainfall 25-yr, Highlands, NC Rainfall TOTAL PIPE SLOPE PIPE MA"df: -S FULL CALC. PIPE +;AMETER ni MATERIAL Q V LENGTH (CAS' (IN) (CFS) (FPS) (FT) 2.00 18 0.73 HDPE 0.012 9.72 11.61 27 2.20 18 0.57 HDPE 0.012 8.59 11.61 53 3.05 18 0.50 HDPE 0.012 8.04 11.61 40 3.79 24 0.48 HDPE 0.012 16.97 11.61 42 5.81 24 0.53 HDPE 0.012 17.83 11.61 38 6.34 24 0.97 HDPE 0.012 24.12 4.50 41 0.53 15 1.23 HDPE 0.012 7.76 7.15 16 1.07 15 1.90 HDPE 0.012 9.64 6.90 21 1.60 15 0.53 HDPE 0.012 5.09 6.90 57 7.66 24 0.56 HDPE 0.012 18.33 6.90 107 8.35 24 0.52 HDPE 0.012 17.66 6.90 58 9.04 24 1.34 HDPE 0.012 28.36 6.90 4 7.85 24 1.15 RCP 0.013 24.25 6.90 61 2+00 20 0 20 40 SCALE IN FEET u z� W N P uoo r`r, >OoO w G m m {L N. N m � C'm� U00 z = LA O a a= .4o a Co = fV m \� N C AR O ^c'•p4 0 2 4 SEAL CCC3bIr; 54 ���`f1}[[" 2 RF r \No�F wow- mw~ O p F�rJ OxZl1 �ZQ-do=-ZNrzW3 K O��a�3:z Dow, w a WNoww'-^a00 -r Z }F �a Z��OFFw Zw =j!L3I- wa3r"' oZ 0U29 www OZrW3wpa9 �003'w woo¢ wf X'w LL O rn �WxuoiUmzO rcd~ad 5 a~=dzar x-aou3au �o3�aa3?3tx-w��9� A� LU J_ Z LjL -A w = W W Q V of a�ao wa?LU 0 Lu Q A fS20m C) LU M J_ > O M Y 0 U) c� Z La 3 m m p Z .r', r e . r .•t r .�. t �.., , .T.r mlro leis rr. Sir "S:'t+r. Q� C-rCa 5o ON SRE PLAN 5'-0" MIN. 3'-0" MIN. 5'-0" MIN. 6' 6" INTEGRALLY TRANSITION RAMP TRANSITION CURB sxs MIN. f DDEANE4.29LOSE�R PAINT: SHALL COMPLY WITH SEC11ON STANDARDS 65 = AA.()O.T. TRUNCATED 6" 6" 2" 1 V 12H MAX. 1 V 12H MAX. 1 V 12H MAX. R652 OADS DS c A C T LANDING to AND BRIDGES'A '.. #4 REBAR ELEVATION - - - CROSS SIDEWALK SLOPE 6" i .•:.• i-zz •�� �;.• _ _ _ .__ --- _� - _ 4000 PSI CURB* b,o CONCRETE NK re2 - - - D 1.0f 2A0' _ __ - 6� PAVEMENT s. 6 Z k* , g - - e"rya - -- . PAVING � 24• CONC. CURB MID— - - (SEE DETNL - . ELEVATION ACCESSIBLE RAMP DETECTABLE �MNG o DETAIL GROUT EXPANSION JOINT 1V:12H MAX. IN PLACE PLAN - - 3., ELEVATION SECTION 4.29.20 DETECTABLE WARNINGS ON WALKING SURFACES. DETECTABLE WARNING SHALL OONST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF MIN NOMINAL 0.9 IN (23 WIN). A HEIGHT OF NOMINAL 0.2 9N (5 MM) AND A CENTER -TO -CENTER SPACING OF NOMINAL Z35 IN (90 MM) AND SHALL ..--. IfiW\ U� Li,D RAMP TO BE 3000 PSI CONC WITH BROOM FINISH. CONTRAST VISUALLY WITH ADJOINNG SURFACES, EITHER UG HT -ON -DARK, OR DARN-ON-ucHT. THE MATERIAL USED Tb PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARIIJGS USED DN INTERIOR HANDICAP SYMBOL PAINT �� Zs BUILT—UP HANDICAP RAMP SURFACES SHALL DIFFER FROM ADJ00NNG WALXW SURFACES IN RM ENCY OR SOUND -ON -CANE CONTACT WHEEL STOP DETAIL N.T.S. IN LINE HC RAMP N.T.S. N.T.S. BOLT SIGN TO TUBE OR POST 12" MIN. r 5' REGULAR MASOOINRY CAP° CONCRETE WITH 3/8" CADIUM PLATED 8' VAN ACCESSIBLE BOLTS, NUTS & WASHERS ALL LETTERING TO BE WHITE & A MINIMUM OF 1" HIGH PERMIT PARKING ONLY TOW -AWAY ZONE - 3'-4 STANDARD SIGN # R7-8-GA W X 8" X 16" STANDARD HOLLOW b EXTERIOR TO CONCRETE BLOCK ABOVE GRADE 2"x2"x0.188" SQUARE STEEL MATCH EXTERIOR\� FINISH OF 1/2' PREMOLDED EXPANSION JOINT FlIHrn TUBE. EXTEND INTO CONCRETE Q , BUILDING 6- THICK SLAB FILLED PIPE 2'-0". INSTALL WELDED WATER TIGHT CAP ON TOP p U 00 45` 6 X 6 X 6 B WWM �;�� PAINT UNDER GREEN I �� SYMBOL TO BE WHITE w (n - co -�_ Q � 8„ ASPHALT OR CONIC. B' COMPACTED SUBBASE a BLUE REFLECTIVE BACKGROUND LI R4.4 PVMT. (REFER TO PLAN) SLOPE AWAY o Q Ll i MAXIMUM FINE $500.00 �fj 01'-3" FROM W� TOP of sue ALTERNATE: SIGNSTANDARD 3 PNOUNDGREOEN o 0 2 COATS 3 -8 6'- 7 1=III=III ' BLUE REFLECTIVE BACKGROUND VAN NOTES: IIFII b . STANDARD slcN # R7-8P5 CCESSIBLE 4" SOLID WHITE USE DIMENSIONS SHOWN FOR ROADS. -III�I s II -I ALL LETTERING TO BE WHITE REDUCE DIMENSIONS SHOWN BY 50 % FOR PARKING ° ° IIII-III 8' X 8' X 16' STANDARD HOLLOW & A MINIMUM of 1" HIGH I I II III —II III III III LOTS AND DRIVES. .l 1'-3" III II , IILI��I CONCRETE BLOCK BELOW GRADE, WITH ACCESS ISLE PAINT SHALL COMPLY WITH SECTION 652 OR 653 OF 8'-0" -III-III III= - I HORIZONTAL JOINT REINFORCING AT 16' GROUND LINE — O.C. VERTICALLY. 4 / 1. ALL SIGNS TO BE COME THICK ALUMINUM. II III=III- G.A.D.O.T. STANDARDS & SPECIFICATIONS OF ROADS _ _ _ _ 2. ALL SIGNS SHALL COMFORM WITH ALL CURRENT A.D.A. FEDERAL, STATE, AND PAINT SHALL COMPLY WITH SECTION 652 OR IIITIII=III-�V I�=1� II COMPACTED SUBGRADE AND BRIDGES. o LOCAL CODES AND REGULATIONS. 653 OF G.A.D.O.T. STANDARDS WHERE INDICATED II�HII-III-III-I' I 3. PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY. AND SPECIFICATIONS OF ROADS AND BRIDGES 711-11�111�11=11' 1'-4' WIDE X 8' THICK CONCRETE 8" DIAMETER STEEL PIPE _ N PAVEMENT MARKINGS PING FOOTING WITH (2) CONTINUOUS /4 /L ELF /� p �/y� /� S T R P V �J DETAIL BARS (ALL BE SET ON METAL R BARS TO FILLED WITH CONCRETE. �- MDIC/"1t- a71t.7r �li1L CHAIRS) SCALE: NONE N.T.S. HAND�AP PARKING SIGN PLACEMENT DETAIL N . T. S. DUMPSTER ENCLOSURE SECTION SCALE: NONE 1" ASPHALT SURFACE, HOT MIX (9.5MM 4000 P.S.I. CONCRETE SUPERPAVE MIX DESIGN LEVEL A) 6 x 6 #6 WELDED WIRE MESH INSTALLED EXPANSION JOINT CONTROL JOINT WELDED OR THREADED CAP 2" ASPHALT BINDER, HOT MIX (25MM 2/3 DEPTH OF SLAB SEE DETAIL SEE DETAIL WITH 1�2" ROD HANDLE SUPERPAVE MIX DESIGN LEVEL A) 6" GRADED AGGREGATE BASE COMPACT GRADED AGG. BASE TO 98% MOD. PROCTOR \\\\\\ 3" DIA SCHEDULE 40 STEEL COMPACT TOP 2' SUBGRADE TO 95% STD. PROCTOR POST. HOT DIP GALVANIZE PRIME COAT ENTIRE ASSEMBLY AFTER 0 FABRICATION. 3" FLANGE FINISH 1" CROWN � GRADE ' COMPACT SUBGRADE TO 98% STANDARD PROCTOR D NOTE: N 4" DIA SCHEDULE 40 EXPANSION JOINTS REQUIRED AT ALL STRUCTURES (I.E. WALLS, CURB, ETC.), PVC PIPE SLEEVE a � MAX. SPACING TO BE 15 FT. CONTROL JOINTS TO BE SPACED EVERY 6 FT EMBEDDED IN (SCORE WITHIN 12 HOURS OF POUR). 3000P.S.1. CONCRETE, 2 INCH SLUMP, o CONCRETE COMPACT SUBGRADE TO 98% STD. PROCTOR %' = WITH BROOM FINISH. DETAIL APPLIES TO ONSITE SIDEWALK ONLY 12" DIA SEE COUNTY DETAIL FOR R/W SIDEWALK L MIN ►j CLASS E LIGHT DUTY %��%��%�%�����A A�����A ��% CONCRETE ASPHALT PAVEMENT CONCRETE PAVEMENT DETAIL CONCRETE SIDEWALK REMOVABLE PPE BOLLARD N.T.S. N.T.S. N.T.S. N.T.S. 3' 4 1 � 4" 2500 PSI CONCRETE 2'-6' 0 O w z J D- F- z w U PAI SE G. W/ 6x6 W1.4xW1.4 WWM IN MIDDLE CONTRACTOR TO SLOPE GUTTER AS APPROPRIATE. • a 2 SLOPE: 1"AFT EDGE OF PAVEMENT/ I I I I I 0 FACE OF CURB/ I END OF PARKING SPACE ' II I CO NOTES: TOP 18" SUBBASE 3000 P.S.I. HIGH EARLY STRENGTH PRECAST WHEELSTOP COMPACTED TO 98% OF THE CONCRETE, 2" SLUMP, W/ SMOOTH (SEE WHEEL STOP DETAIL) PROVIDE 1" DEEP TRANSVERSE GROOVES AT 5' INTERVALS MAXIMUM DRY DENSITY FINISH. PARKING SPACE (STANDARD PROCTOR) 4" STRIPING PROVIDE 1/2" WIDE EXPANSION JOINT AT 20' INTERVALS AND AT - EXPANSION JOINTS REQUIRED AT ALL CURBS, RIGID STRUCTURES AND RIGID PAVEMENT ALL STRUCTURES AND CURB RETURNS. MAX. DIST BETWEEN NT SHALL COMPLY WITH TOOL ALL EXPOSED EDGES AND JOINTS TO 1/4" RADIUS 1'-0" 6" CONTROL JOINTS - 25 FT. PLAN SPECIFICATIONS OF ROADS SEE PAVING DETAIL AND BRIDGES COMPACT SUBGRADE TO 98% CONCRETE SIDEWALK STANDARD PROCTOR. WH EELSTOP PLACEMENT DETAIL— ETAIL N.T.S. NTS 24" CONCRETE CURB & GUTTER C A R O ;a SEAL ^1 r Q32,547 i, RF/N \N ,Out mWf 0 f]SWZZ 0 ze 019Z1,~�iz=4 G�HZwy3. K J i"C/aC3Zw K70w w arcNOWw�Eomz3w Z �F�aF_{w-Zw � z_,zIn F wa3kwZwzm LAURZWW.wc ZyI13WQaa �ZZ31:1 rcz'wF=mow �W=�Q=wZWowaP�� ra � xatidiaF°x=a��3aIS ro3raa333r'�o�tH)� z (0) O 4' W V J_ = W Q Q Q O W Lanz W NS2CDm O o x_0 '�^/� �/J ,e M J V O j Q 7 w W z ZW Do wcoaZ O� O a� n A . �Il i I'. � •.I:'.. I ! , f �s,•t „ i, .' , .,, i � 1 � r'i�', r I, "r 17 ;0. S.r 5 ,r. 1�.:11 Q am W � �cuTzW P4—F4 2TZA In S Z000 zNa�r- �14 ' '04 WZ rn rr vr W 0 pol co If --1 W' C Q W BCD W 30 m C©. Z Na n = =4 rn'30 C O 0 Q V W m='z r0 14 2" DEEP ON WT EXISTING. NNIVEWAT •.PROPOSES MIVWAT PAYMENT ETNON !E TIE IN WHEN EXISTOG OITVWT PNFEMMF Is COGIETI, SAM dR 2' SEEP JOINT AT IN POINT W TIE-IR. SIN JOINT PESP11431C LAG, TO ON OF EXISTING, NIIVHWAT PAVEMENT. Y ) FLMf MTN MATE i FNEE TEEOYED SEE NOTE -^ PEEP HOLED SECTION X-X NITSN CSPINt(INCIOE---.• —TOP ELEVATION — 9M. 010.14 FRAM S ORATE C •SIMEWALK TAPERS MGM W PACK FROM MIVEMAT. WEIR BINESTEO. SECTION C-C sOODWI NOTES: ME CL W 050 C NCETE TOIOOENYT. mw E ALL O w uLETi NFNI V-s" IN Mrw sm sn" 1a" Own. USE STE OO CPB ANION oarLV WZYN Oro. OWING aNO.si. WTSEW. CEONECTiOO - iWMWTNR POOR 2" NEWOM OR I/ SAM NOOOLs AT 12' NWREW M DIRECTED BY TOO ENGINEER. UBE POOOO FOR THE LUOTNNCTION OF THE MUTTM OLM. IF IWINpI1CW CORM PIPEIS NET IN WTTW BLAB OF so, AM To BLM AD VIM ON WO. W. 040.00. QMFFRICT WITH PIPE. aRGNs MATCHIM mnxL 2" OMoMIOO AS DEIECM MT THE D MM. IMIANL STORE ERLENE. OF A OF T QEIC FM OF Ili. TEN SHOE IN A FORM FAWIO W W ~. AT "a NEW ISLE. NO AR IN ECIM IN THE. EOINEOO. COMIN ALL Ofss9 CaMew T•. MNMMM NOT TO BCALE. SECTION Y-Y DIMENSIONS AND GRARTITIES FOR DW INLET(HOED ON WIN. HEIGHT. H) DIMENSIONS OF 00 i nPE IODIC TAROS COO. IN 00N DENG INS FOR an PIPE PIPE RAWOIDTN'. SIN. HERNIA D A ! M Norm SYN �'L PEfi, - FT. NT. I mN . ■ ' C.Y. R.C. 12' 3'-0 2'-O• r-r a.= I 0.222 O.sw 0.0/5 ' 0.0W 1G• -3 0.00 6.023 0-Ow T0"r-e 0.700 D.@a '!; 6.040 0.514 - 0.o55 0.005 S0" V-Or[2'-0" S-S 0_210. 0.2l2 d. O.oD2 0.127 z N p ME Z n G F p OM o o Z t I W y O Z N01 Q am W a �p- W ©, =T m 9 o 2 W 40 T FE W ri Q 1 z 20 C O W p lz1 O .02 1848.02 v vm W � yyW MJCXOs Nz-a> ?m g" Z X 0100 � � Qi WZ Y 0 wa m p 3E V z N Na = FI If- w Z ND W = O M v v o 30 i-Z a o O y 01 CC O �EaINA■LE eNlvEwnY r.�Est; *+2% OPAM LIEN .+a% MANOR WHEN THIS THIs Is SIMMOUX Is 3I0W" LOCATION LOCATION t1lPIN - -2% OR FLATTEN -q GIN FLATTER OR FLATTEN 77 6" +31DEOALK LOCATION i (DO NOT PLACE SIDEWALK ON EE- REM LESS T"M 6' RUDE.) .n SECTION G-G 2r sn 1%w �--2" SECTION H-M In FT.I ELEVATION FLAN DESIRABLE OR MAAINMMH DRIVETDA'P GRADES DERR If70THR A D DIST. OLOM 018T. ERASE 6' OR LEV$ 5'-0" +' ` 2'-6" t +54 6' OR LESS 2'-0" +S% 5'-6" 42i* IV 4'-0` +4R 5'-0• +210* __ 12, i OVER 4'.6" +4R NUIXI Ma1I BAY p ppQQOd •+2% ORWE WREN ♦+2% OR" WEN THIS - - - THIS Is SIOEWILK IS SLNOALK LOCATION - - LOCATION- - - - t 1' 07 N u to` 16V.4 n 1'..4 n T PLAN OF GRATING CAST IRON 214A SECTION E-E M IS. 11.6. — 17 0 I e L `V INFER TO O1MT FOR MAN SIZE SIDE F� E E r L-4 I F -G PLAN OF FRAME CAST IRON lyb" it" ,rr ,N 2'-344" III 2.-2.. -III i IL 21'b" I .21-Bn 848.0'2 z ow W } DO04 � = z W MCC 0 i > P-NN OL 1 C o v 0 f W C � o i c5 0 � .;a+ O a ` v C O W d I XJ 0-4 M H N z IIL3 Lu Q w C IL LM C .0 10 LM 40 CO N J O OO 0' pj A9 F 10++ n cg Soto C Lu ? -r W W C i30LLJ — 9 8v ad= N w�ca, G0 oo Q C-4 W z 0 x d U U w Z j W N O U 0 P M j00 0 CK cow .r O U 0 O d �x Q 0 x N M SECTION F-F WLLVF F m 1OF 1 LLwPrJOFZ@FWHX Z -ZWm 840.16 OLZ7ZWK:Q rc 4-W0W31ZJ_IW0QOVza w LL yI-Jai�WiW u MW z 003�WF WaY1W3CW NOTES: 11- Zamd ou—z '2C00Z5-3Wwwg • TNIi FORECAST EHOHpiLL MAY DE USED FOR TRIO FOLLOWING t�� l R t7 JZ03d,Vdp��WF d.W W a Q qd S K 3 W d N 7, °' a C STANDARDS: 00D.21. pM.27e M. W AND W0.30. • INSTALL PRECAST ENRMLLS WITH W J o N O O w x z z O d .n W= vl a~ vl W OW x a~ F- d i a I- x= d LL 3 a SIMMS No PAT 0 31- a a 3? 3 r'� O J L e J FOR IN ACCWAW E WITH SPECIFICATION SECTION 0W. ` OE 40W FSI CONCRETE. W `¢` LL P-010 • FRCVIRW ALL REIIWORWIM STEEL WYICK MM ASTD AS1a Pam- �Z� FOR GRADE 00 AM WELDED WIRE FABRIC CONF0IOINS OR r ft o J 70 As7Y A/W WIN 2" DON.. CLEARANCE. �O mg • PLACE LIFT IDLES ON PING IN ACCONWCE WITH z N � O6TNGAIO 100!6.704. OA C` H Q ` PIPE TOTSNOH OII® INTO IWAOWALL AT JOBSITE MT oG .J Z N J • ALL ELEMENTS PRECAST TO WtT AOTW Wta. O • WELDED WINE FAMIC EAT 0E SUBSTITUTED FOR NEWT U) AN LOG AS THE SALE NSA GF STEEL IS PROVIDES. d F- rn Q W * CHAMFER ALL CIMMO 1" ON HAVE A ROAMS OF 1". O CO () NOTE: THE MINIMUM MAN SIZE SHALL ME W WAS AT G` CTS.TIE CWTMCTM WILL HAVE THE OFT8O1 TO INCREASE THIS MAN 612E AM NEEDED. ENOIMALL ®INENSIONS FT. MINIIKNI MIN./MCA. YIN./MAX. MIN./MCA. In". IOU. YIN./MAX. PIPE DIA.IIRAN SIZE HI (FT.) H2(FT.) D (FT.) W1 WD 1.0 #5 0 6" 1.25/2.00 2.90/3.75 1.25/1.75 3.0013.75 5.5016.00 1.2512.00 3.66/3.75 1.2512.00 3.5013.75 6.50/0.76 1.50 #5 0.6" 1.2612.00 3.0614..25 1.AGJ2.50 3.50/3.75 6.5010.76 2.0 N5 0 6" 1.50/2.59 4.00/4.75 1.75/2.50 4.0014.25 7.50/8.25 2.5 #5 S 0" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/6.00 10.00/11.50 3.0 #5 0 6" 3.00/3.50 5.00/0.09 2.75/3.50 5.25/5.75 11.50/11.75 3.5 #5 0 6" 3.25/4.50 6.0016.75 3.25/3.50 0.0010.75 12.00113.25 4.0 as s M" 3.5014.50 8.6117.00 3.2513.50 S.5016.75 13.90113.25 4.5 #5 0 6" 4.00/5.00 6.50/6.50 3.25/4.00 7.0010.25 13.50/15.75 5.0 #5 0 0' 4.50/5.00 7.0018.50 3.2514.00 7.25/9.25 13.75/15.75 5.5 #5 6 M" 4.5015.90 7.50/4.50 3.2514.00 7.2519.25 14.00/15.75 6.0 ''. #5 0 S' '4.5015.66 7.W/6.50 3.U/4.00 7.75/0.25 14.75116.75 Q = rn W �: W I Z a-J59 0 ~ RE 0 ZCb te U �S_(D� ! a 4C4 0 z� JZ 0� . I-_ W MHO z Z z N v F 016- O W V iv Q go WWm F U W Mvzu � a d p W z Z_ W z m W 0 W o p Z MEET 1 OF 1 838.80 r'* I:.y ! 7 F: . .. .. 3 LENGTH (SEE TABLE BELOW) C-0. C.O. C.O. la 6"CE 0 11 GALLON CAPACITY OUTSIDE DIMENSIONS LENGTH 9'-10" WIDTH HEIGHT 1515 5'-4" 7'- 0" 1077 9'-10" 4'-10" 5'-10" 785 8'-4" 14'-4" 5'-10" 0 I i� v vm 93,p,0'1-1co) --n-�z-ixD = O > > m z Z�=oo O "nD> N O R z PLAN VIEW n. t. s. STD. MANHOLE COVERS /k650 - f CLEANOUT /CLEANOUT \ M^H. y / \TO SEWER CONNECT TANKS WITH FLUELINER /CLEANOUT ~� 4" CLEARANCE 2" CLEARANCE o = Q 0 \ 3 0 6" TEE(ABS or PVC) LL 6" TEE(ABS or PVC) 0 0 'o o SOLIDS 2'-0" MAX. o 2'-0" MAX. m > m ca Z G) -A.a= ~ v > cnDa> DdNv m D m ;IJ7az Z x m HEET 1 OF 2 1525 , 01 ELEVATION VIEW REG. 2'-4" CRUSHER J RUN FOR LEVELING n.t.s. NOTES: 1. MORE TANKS MAY BE NEEDED 2. USE 1515 GALLON PREFAB TANKS 3. SMALLER TANKS MAY BE APPROVED FOR SPECIAL APPLICATIONS 4. FOR RESTAURANTS USE MINIMUM ONE (1)1500 GALLON TANK PER 50 SEATS 5. ALL MULTI -CHAMBERED SYSTEMS SHALL HOVE AT LEAST TWO BAFFLED OR OUTLET CONTROL CHAMBERS PRIOR TO DISCHARGE TO THE SEWER IF T GREASE TYPICAL SECTION AA SOLIDS INTERCEPTOR N.T.S. USE STD. M.H. FOR SAMPLING POINT ER �G REINFORCED CONCRETE FOOTING iENERAL NOTES: 4' PRECAST MANHOLE SET HAS BEEN REACHED PROVIDE PRECAST MANHOLE COMPONENTS WHICH COMPLY WITH AASHTO M199. ASSEMBLE RISERS AND GRADE RINGS SO STEPS HAVE A SPACING OF 12" FROM REINFORCED CONCRETE FOOTING THE TOP TO THE BOTTOM OF THE MANHOLE. WHERE THE MANHOLE IS EXPOSED TO ROADWAY TRAFFIC, PLACE THE TOP OF 5' PRECAST MANHOLE THE MANHOLE FLUSH WITH THE GROUND; AND AT OTHER LOACTIONS PLACE THE TOP A MINIMUM OF 9" ABOVE THE GROUND. REINFORCED CONCRETE FOOTING IS REQUIRED WHEN THE MANHOLE IS OVER 12' OR ON A POOR SOIL BASE. THE FOOTING AND BASE SECTION MAY BE PRECAST. 8'X12"X12' CONCRETE COLLAR TAP BRONZE PLATE AND RECESSED NUT FINISH GRADE Dp 8' X 12' X 12" CONCRETE COLLAR 6" 45' ELBOW (B & S) T 6" X 6' WYE (B & S) NOTE: US.S FOUNDRY NO 7621 REVERSIBLE HANDHOLE RING AND COVER OR APPROVED EOUAL SHALL BE USED. COVER TO BE CAST NTH 'S' IN THE CENTER. CLEAN -OUT DETAILS z O � v p m -4 Nxc�v Z DH=�N O O � x z 2 r-r -i D F U a O x x-n>> m Q H W =rwao D T N¢O"a z 1-4 f— c')=74Z z Hx ADD Lu m 0 z N.T.S. YARD DRAIN N.T.S. SECTION -TROUGH POND 498 497 OUTLET CONTROL STRUCTURE 496 HEADWALL TOP OF WALL = 495.50 495 100 YEAR PONDING 494.45 494 I- 24" HDPE STRAIGHT DROP SPILLWAY 493 - +492 5 PERMA14ENT POOL 492.50 492 - - - 491 CONCRETE RIPRAP CHECK DAM Wf RSPLASP RAP- 10' H PAD FLAT SHELF 490 +489.5 489 _ _ +488.5 PROFOSED GRADE - FOREBAY _ 3:1 SLOPE MAX. N.T.S. - 3X VERTICAL EXAGGERATION W m J m o Z z p tL y .♦ 0 zWLu ?a= F o Luz y a v �Z-I z cr — . .- m > 0 LO a '< v Z z n m m coZ H a --I:* = CD a m m mZ H z N o W� z� Lu SHEET 1 OF 2 111SHEET 2 OF 2 1525,01 1525.01 T1.T2 & T3 BARS @ 8" CTS. T— W 0 .- W CO 06 e Lu Z UJ 6-4 co o=:) z o o L W CA 7� r ' !� FOOTING DINNESIONS ;' �� 7-0USE (T1), 6'-0" USE (T2) & 8-0 USE (T3) REINFORCED CONCRETE FOOTING FOR 5' PRECAST MANHOLE OR 4' PRECAST MANHOLE CONTROL JOINT NEENAH GRATE WITH R-4441 FRAME OR APPROVED EQUAL CONCRETE COLLAR - 3000 PSI ® 28 DAYS �nrrArva:vry wnv i - ABUTTING PAVEMED STRUCTURE. CONCRETE PAVE- MENT, PAVERS OR PLANTING CONCRETE COLLAR COMPACTED SUBGR PVC DRAIN PIPE - SIZE MAY VARY. SE PLANS ®s °pRce � � J BILL OF MATERIAL FOR 7'-0" FOOTING BAR SIZE LENGTH NO. WT. lbS. T1 #5 6' - 6" 20 136 CLASS "A" CONC. YD3 9" THICK 1.361 CLASS "A" CONC. YD3 12" THICK 1.815 BILL OF MATERIAL FOR 6'-0" FOOTING BAR SIZE LENGTH NO. WT. lbs. T2 #5 5' - 6" 18 103 CLASS "A" CONC. YD3 9" THICK 1.000 BILL OF MATERIAL FOR 8'-0" FOOTING BAR SIZE LENGTH NO. WT. lbs. T3 #5 7'-6" 24 188 CLASS "A" CONC. YD3 12" THICK 2.370 PLACE REINFORCING STEEL SO THAT STEEL IS PLACED A MIN. OF 2" AND A MAX. OF 4" FROM THE TOP OF THE SLAB. 7" HOOK T11 T2 OR T3 BAR 7" HOOK ra c Lm[ 00 .o m u�ma dw pj z _x e wo 0LL W [ v - W W u P �F0 W p[�P G� �_0� [ av3� N W_ (J O 2 a u uF z� W V ae�n >p0`? W � � 1•1 LL ca m O`" O � amp cvzs �^ O a K = ao = N in gN`1CARp 9 •. �..� � _ 0- SEAL a Z 2 32547 = ct ` NHb/-I Q �(�}U NV% 5 G1NE� 'lq' '�p\ OO�zz Q i�F�,v. W����`�� Tn Lu z << LLx Ky nI+PP u; mw� �i 020 4zH�JdH3Nr� a-L) c7 I-x~ZW lh(—LLOJ z oL�Zai3Zw�'ow� W OOcog z M >Wui2Ww4K0mz?Owz >Zaaz'ol-OrcF•wzw t7 �` Q.H Z��NZZGm1y,w3yW OVrc Zw 2�OZw3�Oag LUin Q LA �Z03�Oap��wH=rcw c<zgwwww OQaNa FaF 00 2-aZ�Owpl�a� =a~=o°za�O=aLLo3a� FG3Fa AW:P 0�!=®J W U) ...1 J cr O Z J g w N a: � 0ca=a Z Lu w = Lu LuV J ��_� W J °J w Q0 CO) W}C�z u. �- z °`�� U o= JO U vZa � z LU >� x 4c 0 ca ~N U zy O a w Wa LLI W Ir Li U Z W rsn Z O] L a Z SHEET 2 OF 2 1525.01 UNITED STATES POSTAL SERVICE • Sender: Please print your name, addre a T1,41 STARR SILVIS NCpENR-DWQ_SWP 2090 U.S. HIGHWAY 10 SWANNANOA NC 29T18 �i' IrIIIIIIIIII,IIIIIIIIIIIIrIIIIIIIIIIrIIIII IIIIIIIIiIIIII���ii First -Class Mail Postage & Fees Paid id USPS; - Permit t o.'G-10 , box ■ Complete items 1, 2, and 3. Also complete Vnatumitem 4 if RestrictedDelivery Is desired. /1 ❑ ■ Print your name and address on the reverse �++�-❑ so that we can return the card to you.y (Rioted Name) ate le Attach this card to the back of the mailpiece,o(� North Carolina Department of erent from Rem 1? ❑ es 1. P �rY;Environment and Natural Resources , /��� 2090 U.S. Highway 70, Swannanoa, Nc z8778 address below: ❑ No NCDENR DON HARRIS �. 3280 HOLCOMB BRIDGE ROAD SU(TE C _NORCROSS GA 30092 IACertlfied Mall ress Mall , egistered alum Receipt for Merchandise ❑ Insured Mail i A.D. 4. Restdcted Delivery? (Et, Fae) ❑ yes I 7006 345D 0002 7064 7 000 Form 3811, February,2o04Doin'estic Return Receipt I LE] 11 Date Received Fee Paid JUL - 6 SW1070701 . State of North Carolina Department of Environment and Natural Resources n Division of Water Quality n STORMWATER MANAGEMENT PERMIT APPLICATION FORMI r -0 D This form may be photocopied for use as an original n O j { I. GENERAL INFORMATION D n r m o 0 1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): no z or -PCN N-Pot(L-IS 0/r,, t1 A�Lt1 tS D1 V�12�vv =1 by ��-Y��U I C� 2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance): & 3. Mailing Address for person listed in item 2 above: 32$0 i+VLGOtVI(> T54�0CSG Sri, 51-ITt t City: N C[2CJ e. State: rt Telephone Number: (-c4 ) ?A :3C O I Z 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): W �NT�1 is � R-E_Tlh L_ — CA St}, EV-S I ;+J C, 5. Location of Project (street address): 3,+1 N'lN q . (54 City: %Sl ft1 County: JACX_SLR 6. Directions to project (from nearest major intersection): =MONI T4< tri'Ig�0Sta (,c�rJ of INWq 10"1 kK10 Tt C_ c z N co M u G7 sour►}- six- 7. Latitude: Longitude: i5�JG0",N of project , 8. Contact person who can answer questions about the project: Name: �-� �'% KIDL F-Sot t Telephone Number: (01 '2A4--0-110)_ r It. PERMIT INFORMATION: 1. Specify whether project is (check one): XNew Renewal Modification FormSWU-101 Version3.99 Page I of ,2. If this application is being submitted a tae result of a renewal or modification to an existing permit, list the existing permit number` (} and its issue date (if known) 3. Specify the type of project (check one): Low Density High Density Redevelop X General Permit _Other 4. Additional Project Requirements (check applicable blanks): _CAMA Major X-Sedimentation/Erosion Control _404/401 Permit _Y_ NPDES Stormwater Information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748. HL PROJECT INFORMATION 1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one to two pages) describing stormwater management for the project . 'J R C-ter`( Q-0 mNot L� D&L15 DT j In R NCO i�YV1lU it C 12 Y �l= i�Ql� 1-yeRo)FI_?. t Efo2E lam✓ oNL+j rrt�^R frn T vUtt L, '?e cat srre, q2- CF Tr%n2Si i'r1A l� iz-MN[f� 0/"2 -c.{ir, In'fe-twDus s,tpaaic—s. V 2. Stormwater runoff from thisprojectdrains to the 5A-V a(Jn� isil�-- River basin. 3. Total Project Area: l , - ` J acres 4. Project Built Upon Area: A& 5. Flow many drainage areas does the project have? "L'D 'CigE GQ�`F� xT -r'K f I Q I v PWQPEP--rINN 6. Complete the following information for each drainage area. If there are more than two drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below. Basin Information Drainage Area 1 Drainage Area 2 Receiving Stream Name ijtlW-fK 6f- t4h-f'CO lz'�4 Receiving Stream Class C)K- "I j -"- Drainage Area 1.913 Existing Impervious Area Proposed Impervious�Area % Impervious" Area (total) (p-] 07v Impervious` Surface Area Drainage Area 1 Drainage Area 2 On -site Buildings i I'DO On -site Streets - On -site Parking On -site Sidewalks Other on -site Sfit!$ 23(02 SF Off -site S Total: S Total: Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel areas, etc. Form SWU-101 Version 3.99 Page 2 of 7. How was the off -site impervious area listed above derived? 01 A IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS The following italicized deed restrictions and protective covenants are required to be recorded for all subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing eacfi lot number, size and the allowable built -upon area for each lotmustbe provided as an attachment. 1. The following covenants are intended to ensure ongoing compliance with stale slormwater management permit number as issued by the Division of Water Quality. These covenants may not be changed or deleted without the consent of the Slate.. 2. No more than square feet of any lot shall be covered by structures or impervious materials. Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood decking or the water surface of swimming pools. 3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings. 4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to construction. 5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity and performance of the system as permitted. By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include all the applicable iterns required above, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot. V. SUPPLEMENT FORMS The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP specified for this project. Contact the Stormwater and General Permits Unit at (919) 733-5083 for the status and availability of these forms. —Form SWU-102 Wet Detention Basin Supplement f�T�e+►'��`�i Form SWU-103 Form SWU-104 Form SWU-105 Form SWU-106 Forth SWU-107 Form SWU-108 Form SWU-109 Infiltration Basin Supplement Low Density Supplement Curb Outlet System Supplement Off -Site System Supplement Underground Infiltration Trench Supplement Neuse River Basin Supplement Innovative Best Management Practice Supplement Form SWU-101 Version 3.99 Page 3 of �VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all of the items listed below. The complete application package should be submitted to the appropriate DWQ Regional Office. 1. Please indicate that you have provided the following required information by initialing in the space provided next to each item. Initials • Original and one copy of the Stormwater Management Permit Application Form covi • One copy of the applicable Supplement Form(s) for each BMP L inl • Permit application processing ee of—l' $420 (payable to NCDENR) GVV • Detailed narrative description of stormwater treatment/management Gb./ • Two copies of plans and specifications, including: t4ti),70eQ S LOI-I - Development/Project name - Engineer and firm -Legend - North arrow - Scale - Revision number & date - Mean high water line - Dimensioned property/project boundary - Location map with named streets or NCSR numbers - Original contours, proposed contours, spot elevations, finished floor elevations - Details of roads, drainage features, collection systems, and stormwater control measures - Wetlands delineated, or a note on plans that none exist - Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations - Drainage areas delineated - Vegetated buffers (where required) VIL AGENT AUTHORIZATION If you wish to designate authority to another individual or firm so that they may provide information on your behalf, please complete this section. Designated agent (individual or firm): C,"A (2-e G%o C'Wwu,�L,h (, Mailing Address: -)-i� 5yu -rr-- 103 City: VU0C)7S"C0(I),- State: GA Zip: 3b� Phone: ( to -I 0 ) 2 q 4 — 0 — -1 °/ Fax: ( 1-11) ) q Z `i- - 'jq, b b VIII. APPLICANT'S CERTIFICATION (print or type name ofperson listed in General Information, item 2) -00rJ 441zct 5 certify that the information included on this permit application form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2H .1000. T Date: 3L,Q Form SWU-101 Version 3.99 Page 4 of 4 RRIS DIVERSIFIED SERVICES, INC. VENDOR EEM 3280 HOLCOMB BRIDGE RD, N.W. SUITE C NORCROSS, GEORGIA 30092 CUSTOMER ACCOUNT NO. 53931 CK. 53931 NO. INVOICE NO. DATE STORE DISCOUNT NETAMOUNT- cashLe 04-04-2007 500 420.00 0, 0 CHECK DATE y� INVOICE NO. DATE STORE DISCOUNT NET AMOUNT 4 CHECK :"�4 20.00 TOTALS..;,. I ORDER DENR AUTHOR P4 TTr,2so,✓ f l' cq_t� I1rib 051 OFFICE USE ONLY Date eceive Fee Paid Permit Number ©r?°6 �� N2� swto o a I State of North Carolina Department of Environment and Natural Resources v�+e+a+nr "' aUNSO P a�lvm - ar4aa Division of Water Quality LOOZ Y I d3S STORMWATER MANAGEMENT PERMIT APPLICATION FOR This form maybe photocopied for use as an original I. GENERAL INFORMATION T V4a'1L 1. Applicants name (specify the name of the corporation, individual, etc, who owns the project): "LtN NR,212(`� eft, 41R,2-r2IS J�I� ��z51�- �p aYzNIC 2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance): 3. Mailing Address for person listed in item 2 above: +I't.c.,ot,nr:�' 'F?r"'()CL C_n, City: (k)SS _---- State:__C-14\ Zip: Telephone Number: 4b2 - ) 2.(3 --- b34 4. Project Name (subdivision, facility, or establishment name - should he consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): w'ti�� `� �>—L�1h, L >-Ions — C-ta St-), t✓�s i �' G 5. Location of Project (street address): _ 3+1 I rw q , &�- City:-- Lin- hc� _ 6. Directions to project (from nearest major intersection): W-IJNr 'it.jv e(- JA6,�_sz-j ( 101 kNY) IAIJ'�, Tt: ,. Iz� VJL= ; f U"l Nitit L'4-' ..(-AL Sl't_e; LS KyrzoX. 1 � rvtttx tiff Y,� �t�i.t1`►-1- St(t it 7. Latitude: h �N- 4'�1 Longitude:_���(��' — of ro'ect project 12C, Adz . 8. Contact person who can answer questions about the project: Name:__->kl�t41_�_ rtiOLI�SOf�,Telephone Number: II. PERMIT INFORMATION: t. Specify whether project is (check one): _ _New ___Renewal ___Modification Form SWU-101 Version 3.99 Pagel of 2. If this application is being submitted as toe result of a renewal or modification to an existing permit, list the existing permit number N'J. , and its issue date (if known) 3. Specify the type of project (check `OP ✓ Low Density High Density _Redevelop C/�General Permit _Other 4. Additional Project Requirements (check applicable blanks): _CAMA Major Sedimentation/Erosion Control V 404/401 Permit NPDES Stormwater el Information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748. III. PROJECT INFORMATION 1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one to two pages) describing stormwater management for the project. yt�(2,��fUt��12 PUT �t (;aZ 1,k� PRojrrT ri laL� Tj� �NLU -14v�-T(Jgpi wt i ��- �rJSiTE. STr✓�-Atli c�� �((t-�1'k`frvt��`( T�tE fi2S�( l'i P-\St ��nrti JaLt Gv Yi Y,�E tr1,.��2t� DL,S 5,.2lrLcs. 2. Stormwater runoff from this project drains to the _ SA �� f� tJ I\i l�l-}— River basin. _"V T ,g13 Z 1)o C-ld MkZ 3, Total Project Area: lacres 4. Project Built Upon Area: I i 3ZJ A<i a/o pv�r- c e G0 5. How many drainage areas does the project have? TO -CHF. hT Eli '?Y l / P,1 r t! o U,�1-7. L+rV� 6. Complete the following information for each drainage area. If there are more than two drainage areas in the project. attach an additional sheet with the information for each area provided in the same format as below. Basin Information Drainage Area 1 Drainage Area 2 Receiving Stream Name 1Ripy�Iu. N G1FCOG E, Receiving Stream Class Drainage Area �r Existing Impervious' Area Proposed Irnpervious�Area 3 C'� r % Impervious' Area (total) e Impervious Surface Area Drainage Area 1 Drainage Area 2 On -site Buildings On -site Streets Q On -site Parking On -site Sidewalks. Other on -site Off -site S Total: S Total: usidewalks, gravel pervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas.areas, etc. Form SWU-101 Version 3.99 Page 2 of 4 7. How was the off -site impervious area listed above derived? N 1 A IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS The following italicized deed restrictions and protective covenants are required to be recorded for all subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table li'sungeaeach lot number, size and the allowable built -upon area for each lot must be provided as an attachment. 1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number as issued by the Division of Water Quality. These covenants may not be changed or deleted without the consent of the State. 2. No more than square feet of any lot shall be covered by structures or impervious materials. Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood decking or the water surface of swimming pools. 3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings. 4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to construction. 5. All permitted runoff fr'orrt outparcels or future development shall be directed into the permitted stormwater control system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity and performance of the system as permitted. By your signature below, you'certify that the recorded deed restrictions and protective covenants for this project shall include all the applicable items required above, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot. V. SUPPLEMENT FORMS The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP specified for this project. Contact the Stormwater and General Permits Unit at (919) 733-5083 for the status and availability of these forms. —Form SWU-102 Wet Detention Basin Supplement �T1AUr iEO Form SWU-103 Infiltration Basin Supplement Form SWU-104 Low Density Supplement Form SWU-105 Curb Outlet System Supplement Form SWU-106 Off -Site System Supplement Form SWU-107 Underground Infiltration Trench Supplement Form SWU-108 Neuse River Basin Supplement Form SWU-109 Innovative Best Management Practice Supplement Form SWU-101 Version 3.99 Page 3 of 4 VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all of the items listed below. The complete application package should be submitted to the appropriate DWQ Regional Office. 1. Please indicate that you have provided the following required information by initialing in the space provided next to each item. Initials • O�iginal and one copy of the Stormwater Management Permit Application Form • One copy of the applicable Supplement Form(s) for each BMP (!. • Permit application processing�ee of $420 payable to NCDENR) C, bNj • Detailed narrative description of stormwater treatment/management CiL�J • Two copies of plans and specifications, including: i��•((Jr-'U �`-'���� C(:J - Development/Project name - Engineer and firm -Legend - North arrow - Scale - Revision number & date - Mean high water line - Dimensioned property/project boundary - Location map with named streets or NCSR numbers - Original contours, proposed contours, spot elevations, finished floor elevations - Details of roads, drainage features, collection systems, and stormwater control measures - Wetlands delineated, or a note on plans that none exist - Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations - Drainage areas delineated - Vegetated buffers (where required) VII. AGENT AUTHORIZATION If you wish to designate authority to another individual or firm so that they may provide information on your behalf, please complete this section. Designated agent (individual or firm): Lt-A�(L WOl.1�SOfv %o �4L�4-(�L( U'�(L•�N>✓ L,�uL Mailing Address: -i-O 'k,--fLt"r.A tn1Va- y , 5vti'fE City: bvcq'�S C)CIK State: L'� zip: -3 p:_ Phone: ( (0-1�5 ) 2 C1I —O 1 I `j Fax: ( i-)C Z `i-- ITbC VIll. APPLICANT'S CERTIFICATION I, (print or type name ofperson listed in General Information, item 2) t CIJ IS certify that the Information included on this permit application form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2H .1000. (1 Date: 3 Z2 Form SWU-101 Version3.99 Page 4of4 Le COVA-'1 1locp -3 I Permit No. _ (to be provided by DIVQ) State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM WET DETENTION BASIN SUPPLEMENT This form may be photocopied for use as an original DWO Stormwater Management Plan Review: A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for each basin, design calculations, and plans and specifications showing all basin and outlet structure details. 1. PROJECT INFORMATION Project Name: Wendy's & Retail Shoos - Villaee of Cashiers Contact Person: Don Harris Phone Number: (404) 213 6349 _ For projects with multiple basins, specify which basin this worksheet applies to: N/A elevations Basin Bottom Elevation 489.0 ft. (floor of the basin) Permanent Pool Elevation 492.5 tl. (elevation of the orifice) Temporary Pool Elevation 494.0 ft. (elevation ofthe discharge structure overflow) areas q� Permanent Pool Surface Area 2500 sa. ft. (water surface area at the orifice elevation) 4 Drainage Area 1.50 a(on-site and off -site drainage to the basin) 9`I & Impervious Area L26 ac (on -site and <ff-site drainage to the basin) 7 ry volumes D 9� ' I 5,4/�>Fi =` 3� Permanent Pool Volume Temporary Pool Volume Forebay Volume Other parameters SA/DA I Diameter of Orifice Design Rainfall Design TSS Removal Z 5238 cu. ft. 4737 cu. ft. 1343 cu. ft. , aS l> (combined volume of main basin and forebay) (volume detained above the permanent pool) (approximately 20% of total volume) Z y t)V sF 3 l ,uC-7e-2 254 (surface area to drainage area ratioJi-om DWQ table) _70 in. 7 (2 to 5 day temporary pool draw -dowry required) 5.2 in. - 11N. 85 % (minimum 85% required) v' Form SWU-102 Rev 3.99 Page I of 4 Footnotes: When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non- standard table entries. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide 90%TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal. 11. REQUIRED ITEMS CHECKLIST The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may initial below. If a requirement has not been met, attach justification. Applicants Initials C.W. a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet). * b. The forebay volume is approximately equal to 20% of the basin volume. C.W. c. The temporary pool controls runoff from the design storm event. C.W. d.. The temporary pool draws down in 2 to 5 days. C.W. e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations) * f. The basin length to width ratio is greater than 3:1. C.W. g. The basin side slopes above the permanent pool are no steeper than 3:1. C.W. h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail). C.W. i. Vegetative cover above the permanent pool elevation is specified. C.W. j. A trash rack or similar device is provided for both the overflow and orifice. ** k. A of -way. i orama a easement is provided for each basin including access to nearest ri =ht- Easoment is nol recorded yet fiat is shown on plans 1 C.W. I. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified prior to use as a wet detention basin. C. W. on. A mechanism is specified which will drain the basin for maintenance or an emeroennv The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one is provided. This system (check ante) X does 0 does not incorporate a vegetated filter at the outlet. This system (check one) 0 does X does not incorporate pretreatment other than a forebay. Form SWU-102 Rev 3.99 Page 2 of 4 Maintenance activities shall be performed as follows: After every significant runoff producing rainfall event and at least monthly: a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated cover, and general condition. b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2 to 5 days as designed. 2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover to maintain a maximum height of six inches, and remove trash as needed. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper functioning. 4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet detention basin or stream, etc.). The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the permanent pool depth reads _491.3_ feet in the main pond, the sediment shall be removed. When the permanent pool depth reads _490.5_ feet in the forebay, the sediment shall be removed. BASIN DIAGRAM (fill in the blanks) p Permanent Pool Elevation 492.5 SedimenlReoval El. _490.5 7-------- - Sediment Removal Elevation 49 ..3 75% Botttion_489_ 5%--"------------------------------ ---- --- ----o__ Bottom Elevation _489_ 25/0/ FOREBAY MAIN ZS;� of 3•57 `-1 �qq' 9 5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These plants shall be encouraged to grow along the vegetated shelf and forebay berm. 6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain shall be minimized to the maximum extent practical. Fonn SWU-102 Rev 3.99 Page 3 of 4 7. All components of the wet detention basin system shall be maintained in good working order. I acknowledge and agree by my signature below that I am responsible for the performance of the seven maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible patty. Print name: Don Harris Address: 3280 HOLCOMB BRIDGE ROAD SUITE C. NORCROSS GEORGIA 30092 Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivi3ion has been named the president. a Notary Publics for the State of 'e-I 6 Cou f lE do hereby certify that _ I)Cr n J . 11 pers p ly appeared befo me this ZS��day of , i , IM)'I , and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, SEAL My commission expires__ 0 1—I — O Form SWU-102 Rev 3.99 Page 4 of 4 SEP 1 8 2007 IENR • WATER ALI idands & 9n m., n,...� Le Cc�] i10('0C-3I Permit No. ✓ 14 F MA % - lkl>r (to be provided by DWQ) State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM WET DETENTION BASIN SUPPLEMENT This form may be photocopied for use as an original DWO Stormwater Management Plan Review: A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for each basin, design calculations, and plans and specifications showing all basin and outlet structure details. L PROJECT INFORMATION Project Name: Wendy's & Retail Shops - Village of Cashiers Contact Pelson: Don Harris Phone Number: (404) 213 6349 For projects with multiple basins, specify which basin this workshect applies to: N/A elevations Basin Bottom Elevation 48" ft. Permanent Pool Elevation 492.5 ft. Temporary Pool Elevation 494.0 ft. areas Permanent Pool Surface Area 321 S sc . ft. Drainage Area 1.50 ac. Impervious Area 1.26 ac. volumes Permanent Pool Volume Temporary Pool Volume Forebay Volume �� b$ cu. ft. 131A cu. ft. 1343 cu. ft. (/loor• of the basin), (elevation of the orifice) (elevation ofthe discharge structure overflow) 711,o sr RGa'� (water surface area at the orifice elevation) (on -site and off -site drainage to the basin) (on -site and off -site drainage to the basin) �i 3; 3,r,* (L#-0W0 (combined volume of main basin and forebay) (volurne detained above the permanent pool) (approximately 20% of total volume) Other parameters SA/DAr _ ! �• (sutface area to drainage area ratio from DWQ table) Diameter of Orifice 1.0 in. (2 to 5 day temporary pool draw -down required) Design Rainfall _.S 3 I.0 in. Design TSS Removal z 85 % (minimum 85% required) Porm SWU-102 Rev 3.99 Page I of 4 Footnotes: When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the actual impervious % and permanent pool depth. Lincar interpolation should be employed to determine the correct value for non- standard table entries. 2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal and 90% TSS removal. If. REQUIRED ITEMS CHECKLIST The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may initial below. If a requirement has not been met, attach justification. Applicants Initials C.W. a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet). * b. The forebay volume is approximately equal to 20% of the basin volume. C.W. c. The temporary pool controls runoff from the design storm event. C.W. d. The temporary pool draws down in 2 to 5 days. C.W. e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations) * f. The basin length to width ratio is greater than 3:1. C.W. g. The basin side slopes above the permanent pool are no steeper than 3:1. C.W. h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail). C.W. i. Vegetative cover above the permanent pool elevation is specified. C.W. j. A trash rack or similar device is provided for both the overflow and orifice. ** k. A recorded draina a casement is 2rovided for each basin including access to nearest ri hi of -way. Easement Is not recorded yehtiot is shown on plans - 1 C. W. I. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified prior to use as a wet detention basin. klrf yAt.?- C. W. in. A mechanism is specified which will drain the basin for maintenance or an emergency. lac points and two separate forebays tnd exit travel time The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one is provided. This system (check one) X does 0 does not incorporate a vegetated filter at the outlet. This system (check one) 0 does X does not incorporate pretreatment other than a forebay. Form SWU-102 Rev 3.99 Page 2 of 4 Maintenance activities shall be performed as follows: After every significant runoff producing rainfall event and at least monthly: a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated cover, and general condition. b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2 to 5 days as designed. 2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover to maintain a maximum height of six inches, and remove trash as needed. 3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper functioning. 4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet detention basin or stream, etc.). The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. 4go.S , When the permanent pool depth reads _ feet in the main pond, the sediment shall be removed. When the permanent pool depth reads _490.5_ feet in th\rebay, the sediment shall be removed. BASIN DIAGRAM (fill in the blanks) p Permanent Pool Elevation 492.5 Imo' Sediment Re oval El. _490.5 7 ^/v ate'ps ---------- - Sediment Removal Elevation_ 75 /o Bo ation_489_-_-- 5%'--'------------------------------- v ------ ---o-- BottomElevation 489 25/0 FOREBAY MAIN POND 5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These plants shall be encouraged to grow along the vegetated shelf and forebay berm. 6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain shall be minimized to the maximum extent practical. Form S WU-102 Rev 3.99 Page 3 of 4 7. All components of the wet detention basin system shall be maintained in good working order. I acknowledge and agree by my signature below that I am responsible for the performance of the seven maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Print name: Don Harris Address: 3280 HOLCOMB BRIDGE ROAD SUITE C. NORCROSS GEORGIA 30092 Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. 1, d el) �' a Notary Public for the State of e p y ��- Cou fy f le do hereby certify that hc) n `� Y.f: persdn ly appeared befo me this Z -�aay of y t rY ZCV -1 , and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, SEAL My commission expires t` I - D Form SWU-102 Rev 3.99 Page 4 of 4 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. Don Harris 3280 Holcomb Bridge Rd Suite C Norcross, GA 30092 Dear Mr. Harris: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of water Quality June 11, 2007 ('"� 7006 3450 0002 7064 7900 Subject: Stormwater Management Permit Application Wendy's & Retail Shops Cashiers, NC Jackson County On May 21, 2007, the Division of Water Quality (DWQ), Asheville Regional Office received your submittal for a Stormwater Management Permit for the Wendy's & Retail Shops in Cashiers, NC. The submittal has been deemed deficient, and we are returning it unprocessed. Preliminary review revealed the following deficiencies; 1) There is not an original signature on the application 2) The applicant must initial Page 4 of 4 Submittal Requirements checklist 3) The reviewer must have a copy of written correspondence from the US Army Corp of Engineers regarding the placement of stormwater treatment facilities in wetlands. Please contact me should you have any questions or concerns. Sincerely, wv� arr Silvis Wo Environmental Engineer (828) 296-4665 Enclosure: Submittal Package cc: Asheville Regional Office DWQ Central Files Ms. Claire Wolfson, Aquaterra Engineering, LLC, 240 Heritage walk, Suite 103, Woodstock C. 30188 North Carolina Division of Water Quality 2090 US Hwy 70,, Swannamoa, NC 28778 Phone (828) 296-4500 Internet w w.ncwaterquality.Dre Fax (829)299-7043 M Equal Opportunity/Affirmative Action Employer— 50%Recycled/10%Post Consumer Paper 700L 3450 0002 70L4 7900 Ocj. m b �. N ©� Environma' 2090 U.S. Highway NCDENR DON HARRIS 3280 HOLCOMB BRIDGE ROAD SUITE C ; NORCROSS:,GA 30092 r Jackson County Erosion/Sediment Control Permit (More than one acre) Financial Responsibility/Ownership Form 401 Grindstaff Cove Road, Suite A-255, Sylva, North Carolina 28779 Phone #: 828-631-2261/631-2256 Fax 9: 828-631-2208 No person may initiate a land -disturbing activity on one or more acres as covered by the Act before this form and an acceptable erosion and sedimentation control plan has been completed and approved by the Jackson County Erosion Connot o0icer. • Please type or print, and if any question is not applicable, place N/A In the blank. 4,w _ubr i tthreey(3) copies of the plan and appropnnte,fee as fonaw's A) S50 per acre for three (3) or,,, less'acr`es" S) $100 per acre for more than three (3) acres Note. Any pdrtlon ojan acre will he t ... r .. rounded 1n the tied whole acre.' - Part A I. Project Name: ld� h bY'S iZE i (-i ne'.p 2. Location of land -disturbing activity: City or Township VI LLPC E Or C llir+ r,S, Highway/Street ri LF l 1-I I G Ft u' i-';" rs r.1 1 Y 3. Approximate dale land -disturbing activity will be commenced .'. tip 2« 4. Purpose of development (residential, commercial, industrial, etc.) C-O Fi r-d 5. Total acreage disturbed or uncovered (including off -site borrow and waste areas) qc 6. Amount of fee enclosed $ ' 2 X 6 G) 7. Has an erosion and sedimentation control plan been tiled? Yes _ No_ Enclosed 8. Person to contact should sediment control issues arise during land -disturbing activity Name 1) Otd H A �! r t.S Telephone � li-C) t) ? I � 4`) 9. Landowners(s) of Record (Use blank page to list additional owners) Name(s) r)GN-iA(zre t`_s Current Mailing Address Current Street Address t,C(�;l_(R R�II�GP ut'Fih c+tF NC: CCi`S C,0 '�,(-)c,c ' 10. Property PIN Number Part B 1. Person(s) or firm(s) who are financially responsible for this land -disturbing activity cN NAP=Q t.` (IRk'�.l.S Name CSe_t� F,r _3 8C, IiC, t.CUr1Y� Rt;'.ID(lf_ kGAD,SUITEC Mailing Address Street Address i orue s GA 3C, C, City State Zip Code City State Zip Code Telephone Telephone 2. (a) If the Financially Responsible Party is not a resident of North Carolina, please give name and street address of a North Carolina Agent. s c) F, I_ S HISS Ct N1 Name Mailing Address City State Zip Code SO U :oO0VQSoti LOfVD Si)P, - (IY✓c,, INC 2 3 q Ii(DLL iAlu-J pGAD Street Address Syt_vra NC 2:�3 City State Zip Code (b) If the Financial Responsible Parry is a Partnership or other person engaging in business under an assumed name, attach a copy of the certificate of assumed name. If the Financial Responsible Party is a Corporation, give name and street address of the Registered Agent. Naive of Registered Agent Mailing Address City ' State Zip Code Telephone Jtreet Address City State Zip Code Telephone The above information is true and correct to the best of my knowledge and belief and was provided by me under oath. (This form must be signed by financially responsible person if an individual or his attorney -in -fact or if not an individual by an officer, (irector, partner, or registered agent with authority to execute instruments for the financially responsible person). I agree to provide corrected information should there be any changes in the information provided herein. DON HA212-13 T or Print Name Signature 0110 N1 F 2_ Title or Authority Date 1, ! lk Ul d a 1-i A Notary Public of the County of Uvii D( e f State of Aay hereby certify that n f,'Clr r S appeared personally before me this day and being duly sworn acknowledged that the above form was executed by Him/Her. Wimess my hand and notarial seal, this �_ day of Gy, , Zp Q' . i-Y 1 No Seal � I -7 My 'min ssimi F..xpires �riuQbl�.ja� ✓ I I ZO C6