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Home My WebLink About20031608 Ver 1_Site Plan_20031219 - _ _ JOB N0. 74320 \ \ SEDIMENT BASIN SCHEDULE DESIGN PIPE DATA ARK INLET DATA ` P DATA TOTAL BASIN SIZE STORAGE WEIR INVERT INVERT PIPE 41pFROM 41pTOTAL DIA.* LENGTH SLOPE CAPACITY TRIBUTARY - * NGTH D1uwN ` ~ DRAINAGE Q \ ~ INLET ~ ~ ~ T}PE STATION ~ No. AREA (AC.) DRAINAGE 410 INTO Nn FROM TD INLET (CFS) IN PIPE (!N.) (FEET (C~) BASIN N0. 01ST. AREA D.A. (AC,) L W ~DEPTN LIFE LE MAT ARFA (AC.) INLET IN OUT - _ _ - - _ ~ ` ~ \ ~ ~ - ~ A NCDO OLD HONEYCUTT 17+92 RT 0.24 P-1 A 8 2.9 2.9 15 188.74 3.40 11.9 S8-1 2.17 3.9 53 25 4' 1 YEAR 10 CHECKED 0.24 1.0 379.11 379.01 P_2 B C 2.9 10.0 (Future} 18 106.62 5.90 25.6 SB_y 1,15 _ 2.1 37 ' 19 4' 1 YEAR 10' ARK > 4 ~ ~ C.I. 4.6 9.0 18 46.48 0.73 9.0 SB-3 1.01 1.6 36 17 4' 1 YEAR 10' sc~ ~ • \ ~ ~ \ B C.l. STREET A STA. 12+ 1 J 41 RT f.82 f.82 10.0 372.60 372_._50 P-3 D C -4 E D 1.1 1.1 15 29.00 0.50 4.6 SB-4 0.23 0.3 14 10 4' 1 YEAR 10~ ~ ° = 100 ~ ~ ~ - ` C C.l. STREET A STA. 13+21.89 RT 0, 42 0,42 1.5 P_? 366.71 366.11 P ,47 2.40 10.0 14 10 4' 1 YEAR 10 FILE P 3 366.71 p-5 F D ~ 3.3 3.3 15 160 S8-5 0.23 0.5 _ K SECTION FNE ` ` / WILLOW CREE ~ ~ ~ D C.I. STREET B STA. 10+48.50 RT 0,84 P-4 366.65 p-6 G H 3.7 3,7 15 29.00 0.50 4.6 SB-6 0.56 0.6 26 t3 4' 1 YFAR 10' W - 0, 84 4.6 P-5 366.65 366.55 - - ~ NOT IN PROJECT ` ~ ` 98" • ` ` 0.25 P-7 H FES 3.1 6.8 15 104,00 2.93 11.1 SB-7 0.20_ 0.3 12 10 4' 1 YEAR 10 0.25 1.1 - 366.80 1,5 23.4 14 259.61 1.06 23.4 SB-8 0.25 0,3 15 10 4' 1 YEAR )0' f ~ 3 ~ ` N E C.l. STREET B STA. 10+48.50 LT ~ ~ ` ~ F CJ. STRRET B STA 12+03.51 RT 0.22 289.71 289.61 P-8 C 1 0.22 0.9 - P-9 I J 2.2 25.6 24 31.00 1.27 25.7 SB-9 0.62 1.7 29 14 4' 1 YEAR 10~ o a ~ ' . ` +60.85 RT 1.01 ?6, " ~ ~ G C.1. _ STREET B STA 13 _ 1.01 3.7 - 374.30 - P-10 J FES 2.9 28.5 24 24.00 1.58 2B.5 SB-10 0.42 0.6 23 11 4' 1 YE4R J 0 ~ ~ 311 ` ~ ` - - - B STA. 13+60.85 LT 0.72 ' 396 ` . O H C.l. STREET 0, 72 3.1 374.15 374.05 P-11 FES FES 78.0 78.0 2-42 80.00 0.65 181.1 SB- i l _ 11.6 2.1 _30 _1.5_ _ 4_ 1 YEAR 22'_ z 0 - • . ~ ~ ~ I CJ. ' STREET A STA. 15+80 RT 0.50 i 31 0.50 2.2 363.36 363.26 P-12 K FES 1.4 1.4 15 104.00 0.50 4.6 SB-12 0.52 0.7 26 12 4' 1 YEAR 10 0 7 2,9 362.87 361.87 0.20 309.0 7 27 13 4' 1 YFAR 10' c~i ~ 0.6 P-1 FES FES 159 i59 2-72 CMP 80.00 SB-13 0.57 1. ~ ~ ~ " ~ ~ C.I. STREE(A STA. 15+80 LT 0.67 tt . `~'~O ~ - - v/ ~ \ ~ 0.31 ~9 ~ ~ K C.1. STREET C CDS w 0.31 2,2 - 363.17 ,2 15 24.00 4.16 13.2 -14 0.24 4.9 15 10 4' 1 YFAR 10' ~ W P-14 L FES 2.2 2 SB a ` L C.l. STREET A 21+90 RT 0.51 0.51 1.4 - 362.00 P-15 M FES 2.0 4.2 15 24.00 4.16 13.2 W 3 W ` ~ ~ M C.I. STREET A 21 +90 LT 0.46 0.46 2.0 - 361.33 0,7 15 382.50 2.75 10.7 # ALLOWS 1 FOOT FLOOD STORAGE P-16 FES N 0.7 * * DAM ~ u' `L ~ ~ 31 - ` ~ N NCDO OLD HONEYCUIT 14+82.50 0.28 ~ ~ ~o 0.28 1.2 386.08 385.98 i,g 15 309.50 2.22 9.65 SB-11 IS ROCX ~ ~ P- i N A 1.2 oQ 2 , ~ / e * ALL PIPE SHALL 8E RCP UNLESS OTHERWISE NOTED. N z 314 p 2s R 1 ~ I I: N ~ ` VELOCITY DISSIPATOR DATA ~ ~ ~ \ ` EROSION CG ~ . 30 . s'a' **FULL BITUMINOUS COATED, MITRED TO CONFORM TO SLOPE. - ~ ROSION CONTROL LEGEND v,p Exir DISSIPATOR SIZE o ~ o PIPE N0. (FPS} L W DEPTH * CLASS Duo \ DIVERSI~I , / ~ a., ~ D1rcH (TY) 388 - ~ , ~ ~ , SB-1 SILT BASIN w~ DESIGNATION p-f0 9.1 12' 6' 22" B 6 8.3 21' 14' 22" B 6 ~ P-11 \ ~ ~ FUTURE COMMERCIAL . ~ ~ LOUISE S. ADCOCK ~ ~ , _ _ 3 ti ~ ~ 3~ DEVELOPMENT ~ TEMPORARY DIVERSION P-12 3.2 5' 4' 22" B 6 66.02 88 047 1 F ~ ~ I , PIN #06 \ ~ ~-50' R/W Q ~ ~ r r i (NOT IN PROJECT) • ~ _ ILT FENCE P-13 5.6 36' 23' 22" B 6 ~ TEMPORARY S - \ ~ ~ ~ ~ ~ 50' x 25' x 6" THK. ZONE R-20 20' SAN. ~ ! i _ 386 ~ ~ ` \ , • ~ ~ ~ No. 57 WASHED STONE P- t 4 7.8 8' 4' 22" B 6 INLET PROTECTION P-15 9.4 8' 4' 22" B 6 SEWER I I :l'=:. ~ ~ ~ i \ EASEMENT I I = 3O TEMPORARY r CONSTRUCTION ENTRANCE PAD ~ 31 1 I \ - I I 11= STOCKPILE I I BORROW AREA AREA ~ Sri 3811'i j, A II ~ CONSTRUCTION ENTRANCE PAD 1 , , , -PHASE 1 j , , a~. , ,1 , -I - - 1 \ 31 ~ , ; • LIMITS OF DISTURBANCE EXIST FIRE HYDRANT \ ~ ^ ~ / \ \ ti 30 r {y , ~ r • ~ ` . Ex1sT INV. IN !N ~ ~ ~ 30 r r = 369.98 ~ ~ , , ~ MIM. FF ~W ' ai UNE 375.00 ~ \ ~ ~ ' % ~ ~'r_ 3Q ~ / i ~ • I ~ x;16 W i~ • L ~ w~'' ~ ~ , , ' 37 ~ • ~ ` EXIST. 24 RCP 4" RCP I / ~ ~ W ~ I \ ~ ~ z ` - ~ifi 'i r ~ _'aa ~ MIN. ~ s - ~ P,U~ 01 ~~3~ _ ~~:~1 z~~_ - - 1 I ~ H 20' SAN. , , i , . ~ • 373.00 ~-j ~ _ _ r ~i(` _ , - - SEWER ESM'T 1 ~ ~ • ~ _ ~ , . - - - _ _ _ _ 1' ~ OLD XONEYCUTT RDADI 5.1~ 85 ~ ~ _ ~ ^ I-- ~ ~ - as ~ Z ~ o , ~ ~ ~ ~ ~ , • ~ ~ •~-U41TS OF DISNRBANCE ~ ~ - ~ s A~~ .i:. _ _ - I _ - - --------------------------------r------------------------------------------ - W py q ~ t~ - ~4 Q , EXIST INV OUT ~ ~ s-------------- ~ ~ ` r 374 = 369.26 $~-14 - _ _ z _ • L _ _ o 321 ~ . • WILLOW CREEK SECTION FOUR 276.31 I \ I \ ~ ~ ~ a . • ~4zw ~ . ~ ~ ~ : ~ ~ EVELOPMENT 58859 _ - 32 FUTURE COMMERCIAL D \ ~ao ~ ~ EXIST. FIRE V ` 527.57 ' I I ' ~ 3 ~ y PROJECT ~ 0 32 ~ NOT IN t55 ACRES ( \ / Q HYDRANT I Ul ' ~ ~ z z 50' INDUSTRIAL ZONING. OFFSITE ~ U~ r r r ~ EMENT C r \ UNDISTURBED BUFFER EAS ~ ,3~ ~ \ / ~ ORY DRAINAGE. _ ~ ~.R FNW $B-2 r ,r 3~~ ~ 0 RESIDENTIAL OR ACCESS Q y ~ N AREA - ~ fq ~ r U - 3-. ~ % ~s ~ STRUCTURE ALLOWED 1N BUFFER < , ~ fME'~ rr r r . , a ~ 38-1 I r.~ ~ ; ~ Y' ~ r ,r FLOOD HAZARD SOILS ~ _ ~ ~ *NOTE ~ ~ - \ U s~ ~ : ~ x, r ~ ERMIT FOR LOTS 6~ 'j ~ 3 BEFORE ACQUIRING A BUILDING P ~ • - , y TEMPO~Y SILT eB 3 s~ A t ° BDIVISION PLAT; THE ~'6 ~ r , ~ CE MARKED 8Y ~ ON THE SU 9 r ~ F,rV ~ I • BUILDER SHALL OBTAIN A FLOOD HAZARD PERMJT FROM \ I ~ ~ ~ ~ W N. AN EPJGINEER, ARCHITECT OR SURVEYOR `~s ~ ' THE TOW \ A _ \ i ~ , ~ - ALL FLOOD HAZARD SOILS ARE -I 32 ~ CERTIFY THAT - ~ k~;•- ~6 SHALL \ 1 ~ ~ ~r,~. IDENTIFIED ON THE PLOT PLAN AND NO STRUCTURES !N ~ M00'`~F I ~ ~C' PER WAKE COUNTY X8.9 - - - _~\~~Q \ \ AREAS OF FLOOD HAZARD SOILS ( I ~ ~ y \ 3~ ~ 11 ~ ~ M r SB-6 , , \\'t, ~ SOILS MAPS) OR FEDERAL EMERGENCY MANAGEMENT offer Im act A ~ , ~ ~ \~o _ 4 \ \ \ ~ AGENCY ZONES UNTIL A FLOOD STUDY IS COMPLETED I ~ ~ ,~0 ~ ~ BY THE TOWN OF FUQUAY-VARlNA OR ! I _ 38 F F G: AND APPROVED . ~ \ s~ FEMA. 32 I I - 3 .5 \ ~ ~ \ I I \~K 0 \ ~ \ MINIMUM FINISHED FLOOR f I ~ \ ~ SEE ffer Im aCt B 1 PLAN I I Bu \ \ \ F ;3g2 \ ~ ELEVATIONS ON I , I ~ \ Z 1 I ~ \ \ \ ~ ~ \ ~ I I \ \ \ 32 a . o Y - - 58T 18'S7~ _ a ~ I ~ 38 9, \ ~ i 71 Z8T _ - S I PB ~~9 \ ~y 1 I TE _ ~ ~ ~ ~ I ~ . F ~ i , I ~ \ ~ • I ~ \ ~ ~ ~ , 3~ 3tI ~ \9 , 32 _ i Q s \ 38 ~ \ ~ \ OWN OF\ \ ~ \ KER ~ , 8~. 1 ~ : ~ ~ \ Rho ~ ~ ERT J. BAR _ \ • ~ ROB - \ \ UAY-VARINA ~ I \ FUQ , 358 ~ W I - - ' I I . ti~ \ ~ ti - - 2 I ~ ~ \ PIN 0666.02-86 9504 , , I ^ X~ PROPOSED PARK ~ , ~ Q 312 ti _ ~ ZONE I ~ 0 32 I ~ „ , 69 357 \ ~ ~ I 3 w o o. h _ , I \ ~ \ ~ \ ~ ~6t3 ~ ti I I -o\ f I,- i, S' \ p ~ ~ • ~ 38 56 ~ ~ ~ - ~6 ~ ~ 3 i I t - 37 F\ ti , ~ ~ w A \ / • , l ~ \ ~ ~ \ ~ W ~ - = ~ Buffer I ac 381 tip. ~ . ~q ~ I. _ \ ~ A \ ~ o ~ 31' B-B MPORARY` SILT MIN. FF I NCE _ , nn !0 ~O ' \ / ~ Rq _ ~ ~ N Ana ~ ~ - 33 366.35 ?~-@ ~ 368 ML ~ \ NC g5,3 / \ \ .SEWER ES _ , , ~ I 20' SAN / / \ ~ W _ ~ ~ zca ~~dd; - J 352 ~ ~ 565 \ O O _ ~ ~ ~ 'Y di --I '~V"'~ , t ~ ~ ~ ti ~ ~ a / e o \ 362 ~ ryx ~ Buffer Im act C ~ • ~ * ~ ~ 3 S5U \ 361 \ ~ ~ DATA ' I ~ ~ ~ ~ ~ i PIPE ~ ~ ` ~ ENGTH SLOPE CAPACITY DRAINAG -r t - IN. FF ~ PIPE Oro FROM O ro TOTAL OfA. L ,r..~~ - $B ~ FROM TO INLET CFS IN PIPE (1N.) (FEET (CFS) ~ 3.00 / N8T t B 57 ly ~ No. ( ) , 1.3 15 153.00 2.48 10.2 _ _ i ~ ~ ^ti \ ~ \ , X59 ~ P-18 D P 1.3 6.5 6~` I I P-19 P Q 1.6 2.9 15 130.00 1.00 ~ i ~ _ * ~ I I \ 3~ 9 ~ 34 ~ _ - ~ i5H ~ \ ~ s 5.1 15 155.57 2.49 10.2 i j~ i MI P-20 0 R 2.2 36Z i 33 fN. FF I ~ ~ 357 ~ ~ 20.9 24 124.00 2.81 38.0 i y I ~ 363. P-21 FES R 20.9 l~ I Im r ~ ~ 3 4 34.45 2.73 37.5 aCt 1 P-22 R S 1.7 27.7 2 •4 ~ ~ I 29.1 30 96.00 0.92 39 i I I ~ u ~ \ t. P-23 S FES 1.4 I I l 0 37 i 15 29.00 1.03 6.6 k 3 33 IN. FF :I °r ~ Im act 3 .8 6 M I ~ 0 4 ;Y:, 0.8 I U r ~h I ~ - I \ \ ~ m act 5 - 4 P2 4.9 18 129.96 0.50 _ 7.4 ' 366.35 ` * ,R>~ -;,t P-25 U V 2.0 _ - , ~ ~ - - c~ - - - - 46.4 36 120.00 0.90 63.5 54.0 I I\ \ f r l ~ 36 48.00 0.65 ~ `l _ _ _ - P-2 V FES 2.7 49.1 * I I $B-1 - - - 0.50 4.6 ~ MIN. FF I I - * ~ ~ I 354 - \ ' y, ~ I x 2.s 2.s 15 2s.oo (33 i ~ 37 37 * 36 P-28 W 0.50 4.6 366.35 II I ~7 37 71 _ ` I~~ 36 ~ 347 ~ 3~.~ FES 0.8 3.4 15 32.00 ~ , 6 P-29 X .52 125.5 I I \ P-30 FES Y 46.4 46.4 3fi 48.00 3 - I ~ BEGIN PHASE 3 4 CQNSTR C110N ~ i " ~ 3_ \ P 3, 3 a \ 6 ~ ~S~ - I I 1 I ~ ;k , y, ss. 34 _ ~ I ~ - 36 ~ oz ~ ~ ~ \ INLET DATA _ ~ 1 h ~ f 33 MIN. FF I I \ 29 ~ 8 B Impact 4 361 'A~ 5 . ~s, DRAINAGE Oip INTO INVERT INVERT 366.50 - I i T~ ~ ~Q _ EISSE LAN C 1 j INLET IN OUT I ~ . pE STATION AREA AC.) INLET - I' f' TY - LANDS ~ ~ - ~?E ~ WET ~ -12 ~ oS U~ 'fir ~ - 1" . No. ~ ~ \ ~1, _ / ~ ~ o C.1. BER CREEK DR. 25+33.43 LT 0.30 1.3 - 369.70 50' INDUSTRIAL ZONING I _ ' 0 UNDISTURBED BUFFER EASEMENT * - - . - - - - - L - „ ~ ; LN. STA 11+65.00 RT 0.44 1.6 365.90 365.80 ~ - P C.l. HEISSER 364.40 NO RESIDENTIAL OR ACCESSDRY ~ 3~ - - - \ ~ ry ` 36 * ~ \ , . \ o ~ - _ - - ry~ I,4 35 , ~9 a 0 C.l. HEISSER LN. STA. 12+95.00 RT 0.60 2.2 364.50 r+c _ _ - TRUCTURE ALLOWED IN BUFFER ~ 1 S - _ \ - ~ I - Im act 7 CERTIFICATION ~ P-20 360.52 60.42 ' "y ~ FIBBER LN. STA. 14+54.58 RT 0.48 1.7 p_2 t 360.52 3 ~ Q ~ ~ ~f_ ~ ~ R C.I. H - ~ \ I * - - n, ~ * ~ _ THESE IMPROVEMENTS SHALL BE CONSTRUCTED Ag Impact 6 ~ 35 fN ACCORDANCE WITH THE FOLLOWING PLANS ~ 1.4 359.48 359.38 ~ - - 1 0 C.I. HEISSER LN. STA. 14+73.18 LT 0.33 33 ~ P ~ < ~ o * ' ' ~ AND THE STANDARD SPECIFICATIONS OF THE 3sr,> ~ - R S I I 50' R/W , T 0.19 0.8 - 354.02 aCt 2 ~ P ¢ 351 T C.l. HEISSER LN. STA. 16+88.53 L 1 50' R/ ORAINA E EASEM T ~ I' m~ U 351 35 ~ ~ ~ TOWN OF FUQUAY VARINA, THE ENGINEE ti ~ ~ N ~ - q ~ N WHOSE SEAL AND SIGNATURE APPEAR BELOW Sag DBL. C.I. HEISSER LN. STA. 16+88.53 RT f.49 5.4 353.88 353.78 WIDTH ARJES- QY ~ \ ~D U p-25 353.13 D (q a. ~ ' rn ib ~ 1 ~ ~ ' CERTIFIES THAT THE STANDARD SPECIFICATIONS ~ !0 35 w ~ . - ~ _ 3 O 353.03 \ ~c I a I ~ ' ~ ~ D V C.I. HEISSER LN. STA. 18+18.49 RT 0.31 1.1 p_Y6 353.13 " \ ~ 33 - 34 ~ * * m ~ ~ ~ OF THE TOWN OF FUQUAY VARINA HAVE BEEN 4S m I~ ~ ~ ~ ~ Y CHECKED AND ARE APPLICABLE TO U ZI m z Z 35 35 \ THOROUCHL PHASE 2 _ 33 34 341 34 34 1, 34 4 34 35 ZI m 2, 6 - 352.12 31 B B = I 34 34 W C.l. HEISSERLN. STA. 19+78.83RT 0.71 - _ - - T L- ~ L - ~ a 3 - _ _ ' ~ ~ ~ THIS PARTICULAR PROJECT. NO EXCEPTIONS TO 0.8 351.98 351.88 f X C.I. HEISSER LN. STA 19+78.83 LT 0.18 - Y - - - - v 98-19 TOWN STANDARDS TAKEN. Y ( ,20' SAN. SEWE . MT ~ P-21 FES HEISSER LN. REAR LOT 344 345 6.7 20.9 364.00 - - - - - - es•5s'rsw - _ ~ \ N88'S9161Y HEISSER LN. REAR LOT 351 352 16.40 46.4 356.00 _ r 7oa. rz' P-30 FES TEMPORARY RNAROUND ' ~94~99 O . ER LN. REAR LOT 350 35 f 0 0 354.31 354.21 ~ N Y J.B. HEISS / ~ ~ 378. t9 ACRES ~3 FLO D HAZARD SOILS GRAPHIC SCALE W ~ h nEFSITE ~ DRAINAGE -CLEARING, GRADING, SHEET D SOILS AND SANITARY SEWER 100 0 50 100 200 STEPHENS PROPERTIES AREA OOD HAZARD SOILS CONSTRUCTION 2 PIN //0676.01-15-0431 3j4 OF ZONE R-15 ( IN FEET ) 10 1 inch = 100 ft.