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Home My WebLink About20041562 Ver 1_Site Plan_20040922~i ~ ~ ~ ~ ~ / -l ~ y 1 ~ 1 ~ Z=hW„ VVJ 9~N~~~ J ~ ~WF J mNW~~v a 346 - 1 EROSION CONTROL LEGEND. ~ o a ~N , ZQ~ oo~ r / _ 1. ~~Q dN~~~y c ~ W D z^ t o r ~ ~ \ 0 9' 3 U ~j a a M ~ 05 E ~ ~ 051 <<~ S ~ 0 _ TEMP. INLET PROTECTION fl m v ~°i ~ m °o C [ K 0 N \ ~ OTAL aS> 40~ T 208. S TEMP. SLOPE DRAIN f - ro f F 6 4 _ o 176. $ _ C~io ~ ANCH N ~ 3 TEMP. SEDIMENT TRAP ® N 3 S ~ ~ _ _ pRN BR I _ _ - - DITCH LINE PROTECTION Q / ~ W a # / ~2 / I ~80 ~ , CONSTRUCTION ENTRANCE T ~ W \ ~ n s ~E FOLIAGE ,~',Q TEMP. SlL T FENCf SF / - ~ _ 1 ~ ~ \ / ~ _ 1 \ / I ~ ~~g ~ TEMP. EARTH BERM - TEB - APPROXIMA TE FLOOD L lNE / ~ ~ 6~ ~ ~ cs s . ~ \ ~a _ I d _ r ~ v ~ f ~ s ~ / SCALED FROM FEMA MAP . ~ ~ ~ „p rn a U 0 ~ ~ / ~ CLEARIN ( 22 \ 4i U,` \ G LIMITS/ \ \ .rte ~ o~ n~ - ~ UM1TS OF CONSTRUCTION LA=1 i _ ~ U y ® i ~ ~ W ~ 215 f AC. \ 1M1~1~ ~ z~I ~ 9 \ / =4rQ o, I S' C2.2 45 LF 15 BARREL / ~ \ i 5 / , ~ ®1.11% 2 / I ~ 0 v o~~ ~ - ~ / ~ ~ - ~ - I ~s 100 YEAR ~ ~ _ _ - - ~ 560 ~ FLOOD PLAIN ~ 561 562 / ( . ~ 563 ~4 / i 564 ~ ~ ~ M 564.75 563 ~ ~ ~ / a F 562 ~ i - - - T 561 / / / N ~ ~ ~ ~ 560 24=R/Sf~ ~ ~ ~ / ~ Q ~ ~ 559 i ~ ~ DD NOT D/STURB~ CHANNEL ~ Q - ~ - _ _ - ~ ~ 2 MAINTAIN 75 BUFFER / ~ a. \ i i o ~ U oN ~ < i ~ / TEMPORARY ~ ~ ~ ~ / ~ / ° ~ ~ ~ / ~ / \ \ POND 2a4 \ 9 / / / i i Q i QZN~ ~ ~2~1'Qda C ~I i x ~ \ 562 _ ~ 5 ~ ~ ~ JZYQm~ \ {J~jQV~~ l ~ ~ ~ i v ~ \ 5b3 / / ~ .2 ~ ~ ~ i V ~ Q / / / ~ i O ~ 3aa~nM ~o ~nM a~oZW~ / / ~ \ \ 1 y ~ / ~ ~ J F~~'~x~a C Q~~oa~. ~ ~ ~ Q I ~ / ~ ~ ~ / / `l ~ w a ~ ~ m ~ ~ I 5 ~ f LA=2o' ~ :CO n I~ ~ N ~ 1~: ~ ~ I ~i ~ 2.2 W=23' 5w = 0. a ~ ~ \ ~ ~ J I A D-22 R Q ~ ~ ~ ~ i m TSB ,y3 ~ - iiiEEEEgggg ( TOP OF DAM ELEV. ,180.0 ~ °~8, l / / ~ / C~ ~ ) ~ ( G 6 WEIR ELEV 578.0 ~ i \ I / / i / \ 1 _ ~ I ~ / / ~ / L ~ _ BOTTOM ELEV 575. U , . ~ ~ v ~n ~i - - 1 ~ / - d ~ / / i / / 6~ gb / ~ , ~ ~ 1 ~ / ~ ~ o ~ ~ -SIC u~ ~ ~ t ~ ~ ~ / \ 6 ~ ~ / I / / ~ i ~ Q v 1 ~ / / / ~ / I ~ / / V/ ~ ~ / t5" i ~ ~ \ ~ ~ - a , „ i ~ ~ ~ ~ ~ ? lye AF P ~ O~~ . / , / / TER OND lS REMO ~@~ ~ \ ~ D ,3 ~~ti a 1 \ I ~ \ / / / ~ ~ ~ / ~ EXTEND ~A--T AS NECES~ARp ~ \ ~ ~ ~ - _ P,0 1 / _ \ ~ _i / / / ~ ~ I ~ - ~ ~ / / / \ I 573 , h i ~ l / / \ ~ _ \ / ~ ~ _ _ _ - ° _ C ~ \ _ _ C \ \ 1` ~ A / ~ A / ~ / / r---- ~ I / ~ y { _ _ _ - ~ \ ~ ~ AFTER PO~dD lS REMO D \ \ ~ ~ ~ \ / V / ~ / ~ ~ / A ( I / ' \ \ / ~ TE MAhT GAS NE \ Ell ~(V ~SSARY ~ ~ \ / ~ ~ v ~ ~ \ I / ® a ~ 1 ~ i ~ \ \ \ ~ \ v ~ ~ v , / / l / i ~ ~ ~ A ~ ~ a ~ v1 i ~ e ~ ~ v~ / / / ~ \ \ 2P 3 , ~ EAR! \ \ 1 ~ \ ~ z2 / ~ la \ / ~ ~ ~ ~ / i 1 ~ l / i / / ~ , 2,2 ~ ~ Ll~flTS/ \ / i _ - \ \ / / / ~ , - ~ \ _ , ~ - _ - ~ : ~ \ L!Ml OF\CON~J~UCTI~N ~ ~ \ I / / / , 2 \ - ~ ~ / \ \ \21.6 , f AGT, \ ~ I / ~ \ 574 ~ / / ~ _ _ J \ I I l ~ I ~ Sao / / ; v ~ / / 1 ~ I ~ / / / / / / , ~ / V ~ \ \ ~ \ \ V A ~ I p ~ . , ~ ~ - ~ I / / / ~ / S£D /6 ~ I / ~ l l / / > \ P lYATEB'MA A ~ l / i ~ 5 ~ ~ ~ \ ~ \ ~ \ / ~ ~ A V I ~ i ~ ~ E N01~ N . ~ / / gQ/ \ / C2 2 / ~ / I I / S \ ~ ~ / / ~ \ v I ~ \ ~ I ~ ~ I \ \ 1.1 I I ~ / ~ ~ I ~ ~ / V ~ ~ I I I I ~ \ ~ ~Q ~ ~ / ~ ~ \ J ~ ~ / ~ I i ~ ~ t \ p / \ / I I ~ / 1 ~ / . F / \ \ S8a \ / 1 1 I ~ g ,F~ L EL. ~ ~ I n ~ I \ ~ / / ~s ~ I t s ~ I ~ I I --a Z ( ( 587.00 ~ / ~S ~ ~ 1 I r„ N W ~ / ~ i l .ti v ~ 3 8 / / g5 ~ c ~ ~ I 2.2 / / I \ , ~ \ 1 I r~ ~ -o z o 1 t~ l / cz2 / / / ~ v 1 1 / ~ ~ A\ ( c ~ I ~ ~ v ~ ~ _ ~ ~ 1 I v ~ ~ ~ ~ 1 ~ 1 j / I I ~ / ~ czzl / ~ I ~ / i ~ l V A / \ 1, ( - t.~ ~ ~ I ~ i ~ 1 1 ~ ~ I / ~ U1 O (i 9 w I ~ / ~ / J~ I ~ m o ~ ~ \ / 4 1.2 / i I 1 l , ! I i / ~ / i ( : ~ ~ ~ / I I ~ ~ ~ / / / I / n ~ ~ o I _ ~ l / l ~ / / / ~ ~ 77 ~ ~ / v \ \ / 589 / / l / z V ~ ~ \ / ~ / / i ~ l ~ ' '~r _ / , - 0 1 I ~ pR ~ L~=1s' ~ / 0 ~ I ` / TECTION ~ / / 0 I ~ / I / / / / \ / ~ ~ N~18' r ~ / ~ I I ~ ~ - - / / / / , TSB ,~7 ~ ~ - ~ / i I I ~ ~ / / 9 ~ / / / ~ TOP EGEK 578.5 ~ ~ / D 18 / / 3''' k' I I I .~,~r~ i ~ ~ 2 82 I/ / ~ I I ~ I 5 / / ~ / ~ A ~ . ~ / / l / , / / WEIR fLEV 577.0 V ~ / I TEMPO ARY ~ I / / 56 ~ ~ I ~ / ~ I \ _ S ~ / / / / BOTTOA' ELEV 574.0 coNS ~ I / l l ~ 1 I 0\ s ~ i / ~ I 1 \ \ s~ / / / 3 ~ C2.2 / `b ~ ~ ~ o / / I I d cHVrRA 2 \ I c2 / 1 I cQ. P x ~ \ \ / ~ / ~ J 4 c er- / ~ ~ O TOPSOIL I I / / I ~ I i' ~ \ - T P l l ~ \ ~ ~ ~P' s rL I / / ~ ~ I - ~ 5 \ - AR / I ~ / / ~ / ~ ~ / I 1 ~ / ~ I \ 1 ~ F. FL. EL. ~ / / I ~ / / - I \ \ ~ ~ _ s / / ~ / / ~ / / ~ - / \ 1 2 ~ / m ~ 1 I ~ ( ~ ~ 30' \ ~ ~ 1 ~ ~ r h 2 5~ / I \ \ ~ ~ ~ 89.00 / _ / / / / / / ~ / ~ I ti'~ s~~ ~ I l v A \ ~ \ ~ ~ ° _ I ~ F Q ~ ~ ~ ~ I v ~ v C. ( / AFTER PO/VD IS REMOI/ED ~ ~ I TOPSOIL ~ I I I \ a~ ~ ~ P \ 5~ .Ot STOGYIPILE ( n ~O I / h ( \ 5~ .00 / l / ~ ~ EX \ ~ / ~ ~ / / 7~ND~MATl7NG AS NECESSARY \ 1 AREA APP \ \ ROX. LOCH ON I ~ d ON \ ~ ~ / l l ~ t / OF PR P. ~ 1 Ise > ~ I o MAILeD~Y ~ ~ ~ i / / LBD~Y \ ~ / l ~ / / / - o I I ~ \ \ ~ ~ ' ~ , C2.2 \ ~ . gSFMF qp / _ \ \ 1 / ~ / / / Nr ^h STAGING AREA ~ ~ \ ~ ~ / ~ ~ ~ ~ ~ / i I ~ ~ ~ ~ / / / - _ I I \ ' ~ ~ ~ 1s x ~ ~ / _ ~ ~ ~ ~ i ~ j 1 ~ M~~ 3 ~ y ~ / J / 1 9 ~ 5~ l / ~ \ Y 1H R V 2.0 ~ \ I ~ I v ~ - - \ C2.2 / / ~ / g / / \ ~ 5f - - ~ ~ / / 0 / 2.2 / I6 / 30' ~ ~ ~ - 8Y E ~ I FA ~ \ ~ ~ - ~ ~ P~ SF ~o~ - \ I ~ MfN qa A \ d ~ d \ ~ / / \ C ~ ~ \ C2.0 ~ - ~ / / 5~ I ~ ~ ~ ~ ~ ~ rep/ ~ ~ I P ~ / s 1 n / ~ ~ s~ tQ I d1 +Pr V - / S ~ ~ / ~ ~ / o ~ l i ~ S S I I ~ \ ~ f~ C2.2 I ~ , ,EL. 1 Z \ ~ ~ / / / I PROPOSED f6" DIP ~ ~ ~ 2. 15gq \ / ~ I I ~ WATER MAIN I ' ~ 9S I ~ ~ 587. DO ~ ~ ~ I o- ~ ~ / - - - 5 - 8 ~ r \ S / l I ~SSEE HOIE N0. 1 I ~ ~O i J ~ - 22 ~ 2 / o- \ i® _ i \ 2 ~ , " / ~ ~ ~ .9 S I \ ~ ~ Q~( PLAN SHEET C1 fJ/ , ~ ~ I \ / ~ ~ ~ \ tZA OCE - - - - \ - - - - ~ rse #z ~ ~ TOP ELEV. 580.0 4 \ ~ /i ~ l \ 1 !~l CADIA/!e a Ie II T(` / `J i \ ~ /.ei 1 ~ , \ \ 1 . ~ I 1 1urv unfJ/ '1C \ f c'~ b ' 1 / - - C2 7 WEIR ELEV 578.5 ~ LIMITS l \ OF CONSTRU~770N \ 'g / \ - 21.65 f AC. ,o c~ N \ \ \ W W a. SWj W W/~~;,y i w SBS 80 TT V 577.0 o- ~W -E-- ~ -fig l \ TF FNO C) A co gC2. I l , FT 2 S~ \ .o h w uj O , 2 / c 0! i i LL. < 1 ~ 9 i 1 2.2 AFTER POND IS REMOVED E 00 - 7 ) \ c2. r \ 1 ~ SEX ENQ MA TTIIF AS IV C ESSAR . PROOOS£D l / GENERAL EROSION CONTROL G ING NOTES: / sc~loo~ l _ 1. ALL SLOPES SHALL BE SEEDED IMMEDIATELY AFTER REACHING / FINA L GRADE. 584 l ` c 51-1 2 EROSION CONTROL MEASURES INDICA TED ARE SHOWN IN i / qI i ' Q \ ~0 O APPROXIMATE LOCATIONS FIELD ADJUSTMENTS SHOULD BE l N ~ y., O EXPECTED TO INSURE SEDIMENT BASINS, BERMS, AND OTHER \ . b\ c i \ MZ EROSION CONTROL FLEA TURFS FUNCTION TO MAXIMUM E EFFICIENCIES f \ 8 0 100, 3. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON Q 0 THIS PLAN MA Y BE REQUIRED TO INSURE NO SEDIMENT • . • • ~ ~ GRAPHIC SCALE ~ LEA VES THE SITE THE CONTRACTOR IS EXPECTED TO a TEe 2.2 50' / I - NOTIFY THE ARCHITECT OR i \ ~ ENGINEER IMMEDIA TEL Y IF l / i 25 0 50 100' Z Z o , o THEY FEEL ADDITIONAL MEASURES ARE NEEDED. / TEB - ,rw zr--" EEr Z) D 4. THE CONTRACTOR MUST COMPL Y WITH ALL PROVISIONS 00 o / OF THE NORTH CAROLINA GENERAL STORMWATER PERMIT \ l \ STALL TREE \ s U U FOR LAND DISTURBING CONSTRUCTION ACTIOT l / TES P TECITON P ING \ TEMPORARY SEDIMENT TRAPS 5. ANY SOIL BORROW OR WASTE AREAS LOCH TED OFF- 1 SI TE MUST HA VE AN APPRO VED FENC ~ S w EROSION CONTROL l / o \ PLAN. 9 7SB 14 X z z i \ V -,TOP- ELEV. 579 0 OL UME VOL UME SURFACE O \ - TRAP N DISTURBED DRAINAGE SURFACE BASIN SIZE WEIR WEIR ELEG ~7,?,5., AREA AREA REQUIRED PROVIDED AREA AREA W REOUIRED PROVIDED X L X9 LENGTH 6. NO WORK SHALL BE STARTED IN ANY WETLAND AREA ' / \ o 3 UNTIL APPROVAL HAS BEEN BOTTOM ELEV 574.5 ~'S \ GR ANTED BY THE APPROPRIATE AGENCIES. SEE GRADING ~o a z ti\ m 7 TEMPORARY SLOPE DRAINS ARE TO BE PROVIDED \ ~s 250 A• D . 2.50 AC. 4,500 CF 9,330 C.F 3,866 SF. 3,920 SF. PLAN SHEET 8' y \ V 9 4S \ C1.2 PRINCIPAL: RLL ~ FOR ALL SLOPES r-- GREATER THAN EIGHT (8) FEET HIGH, MAINTAIN BERMS AT THE TOP i - E F L 9o P _ SEE GRADING OF FILL SLOPES TO DIRECT RUNOFF TO SLOPE DRAINS. 2 1. 10 AC . F PLAN PROJECT ARCHITECT: RLL 0 S. EXISTING CONTOURS - 1 INTERVALS \ F G~ e O 1,980 CF 996 ~r 7, 7-1 S F 1, 800 S. F. SHEET 6 DESIGNED BY: rtLL,rtM 9 ~ c7.2 M - / F \ M FINISHED CONTOURS 1'INTERVALS ~ DRAWN BY: RLL PEM O SEE GRADING F M / \ \ \ 3 1.75 ,4 C 1.75 AC. 3,150 C. F. 5,904 C F. 2,706 S. F 2,880 S F. PLAN SHEET 8 CHECKEDBY: 9. CONTRACTOR TO COORDINA TE WI TH CONTRACTOR CONSTRUCTING / C1.2 PROJECT NUMBER: ? \ W THE ADJACENT PUBLIC STREET. SOME GRADE ADJUSTMENT TO ~ - SCHOOL DRIVES MA Y BE REQUIRED. / i SEE GRADING CADD FILE: 4 1.60 AC. 1.50 AC. 2,880 C. F. 5,652 C. F. 2,474 SF 2,490 F PLAN SHEET C1.2 10. CONTRACTOR TO INSTALL TEMPORARY CUL VERT AS NEEDED AT TEMPORARY CONSTRUCTION ENTRANCE. c / \ TEMPORARY TOTAL 1r?.3 AC TOTAL 16.3 AC 29,340 CF. 99,627 CF. 30,230 S.F. 20,915 S.F. SEE GRADING EMERGENC \ SEDIMENT STORM -*ER STORM PLAN SHEET SPILL WA Y c~ 11. ALL TEMPORARY SEDIMENT BASINS AND TEMPORARY POND SHALL BE / 1 \ d Z \ \ \ \ p 9.60 ! . 9.60 AC 17, 280 C.F 99,627 CF. 17,773 SEJ:2:0, F. \ POND C7.2 20 REMOVED AFTER ADEOUA TE VEGETA TION IS ESTABLISHED. REWORK / / \ \ 1 \ ~ GRADES AND SLOPES TO MAINTAIN POSITIVE DRAINAGE UPON REMOVAL ~ OF SEDIMENT BASINS. 7 SEPT. 2004