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Home My WebLink About20130656 Ver 1_Site Plan_20130627„ r r s } x fi ry v ,x r_ i i g A-2� PROJECT \ LOCATION \ Raleigh,. Nf a y` Z www.sewart tewart T E ART 4� w CL N yJ 11. 0 EROSION TYPE OF WORK: GRADING, PAVING, STRUCTURE, DRAINAGE, CO-NTROL ' � k z i r s� 1” = 5' 1 " =5' 1" =1' o 25 r 50 100 50 25 0 50 100 10 5 e; 10 2110 Sr PLANS A PROFILE EOj PROFILE i fC` I AR9'I a SEAT. 32606 m � firm License Aio. 42IPayetU S, Raleigh,. Nf T www.sewart tewart T E ART • a SEAT. 32606 m � firm License Aio. 42IPayetU S, Raleigh,. Nf T www.sewart tewart T E ART MAY 14 ��L v a ✓ay.v..�. NO. DATE Note, Subsurface .Ise .re r fi ¢? r '� ;r -- rrY BOUNDARIES AND PROPERYY o Late Line s S Sign County Line _- O w --- ---- Township Lane ` -- -- City Line Area Outline - Reservation Line - - -- - �_� Property Line RR Signal Milepost Existing Iron Pin EIP Property Corner ----X Property Monument EC Parcel /Sequence Number !23 Existing Fence Line -X—X-X- Proposed Woven Wire Fence Equality Symbol Baseline Control Point Proposed hin Link FenceII Existing Right of ay Marker Uj Proposed are ire Fence Recorded U le Single Tree Existing Wetland Boundary -WLB- - - - Proposed Wetland Boundary WLB xistin ndangere Animal Boundary _EAB Existing Endangered Plant Boundary EPB Known _ oil Contamination: Area or _ its Potential Soil Contamination: Area or Site 'C\ BUILDINGS AND OTHER CULTURE: Gas Pump Vent or LYG Tan Cap o ''''''' s S Sign fl _- O w Well Small Mine ` Foun ation ro ose Sloe Stakes Cut - - Area Outline Proposed Slope Stakes Fill! - - Cemetery --- - - - - -- - �_� Building RR Signal Milepost MILEPOST 35 School Proposed uar rail T Church SWITCH RR Abandoned -- r -i- -- Dom - is _ BZ , BZ Z FLOW Standard Gauge STE ART ''''''' ROADS AND RELATED FEATURES: fl Existing Edge of Pavement — Existing urb- Telephone Cell Tower ro ose Sloe Stakes Cut - - - C - - - Proposed Slope Stakes Fill! - - - F - - Proposed ur aim CSX TRANSPORTATION RR Signal Milepost MILEPOST 35 Switch Proposed uar rail T T T T SWITCH RR Abandoned -- r -i- -- Dismantled - -- - - - -- "GHT OF WAY: Equality Symbol Baseline Control Point Pavement Removal Existing Right of ay Marker Uj Existing Right of y Line Recorded U le Single Tree Proposed i t of Way Line Single Shrub Proposed i t of Way Line with Designated U/G TV Cable (S'. . . .*). Iron Pin and Cap Mar-ker Proposed ht of Way Line with Concrete or Granite Morker Existing Control o Access 'C\ Recorded LYG Fiber Optic ale TV Fo Proposed ontrol of Access Existing Easement Line E Proposed Temporary onstruction Easement - E Proposed a ors Drainage asement - -TDE Proposed er anent Drainage Easement PDE Proposed Permanent Drainage /Utility Easement U Proposed er anent Utility Easement PuE Proposed Temporary tility Easement TUE Proposed eri l Utility Eas,,ement AUE Proposed er anent Easement with STE ART Iron Pin and Cap raker ROADS AND RELATED FEATURES: fl Existing Edge of Pavement — Existing urb- Telephone Cell Tower ro ose Sloe Stakes Cut - - - C - - - Proposed Slope Stakes Fill! - - - F - - Proposed ur aim M Existing Metal Guardrail T T T Recorded Telephone Conduit Proposed uar rail T T T T - - - -TC- - - - Existing a Guiderail n n n . -. . - . D esionate - - - Fiber - :otics Ct&k IS-U.-E-1- Proposed le Guiderail n n n n °U Equality Symbol LYG TV Cable Hand Hole Pavement Removal Uj 14 Recorded U le Single Tree E.O.I. Single Shrub - Hedge Woods Orchard e s 0i Vineyard CoNC�'� ) CONC ww C CONC HW Footbridge }____.. __< 41M El CB N S i b -b- 0 P P- - - - Existing Telephone- Pole- STE ART Proposed Telephone Pole Telephone Manhole fl Telephone Booth Telephone one Pe estal M Telephone Cell Tower W LYG Telephone Cable Hand Hole H Recorded Telephone Cable T Designated Telephone Cable . *) -- - -T- - - - - Recorded Telephone Conduit TC esi me Telephone Conduit (. .. *)- - - - -TC- - - - Recorded Fiber Optics Cable _ T fO . -. . - . D esionate - - - Fiber - :otics Ct&k IS-U.-E-1- — — —T FD— — — WATER: STE ART Water Manhole Water Meter Co Water Valve Water Hydrant DATE: DECEMBER 14, 201, Recorded ter Line W Designated ater Line . .E. *]' - - _ - - - - - Above Ground Water Line A/G Water TV Satellite Dish Firm STE ART El O QS DATE: DECEMBER 14, 201, REVISIONS - ?UTL NO. DATE TV Satellite Dish LU TV Pedestal :.UST To er 0 °U LYG TV Cable Hand Hole "H Uj 14 Recorded U le TV E.O.I. l® - Designated U/G TV Cable (S'. . . .*). - - - -TV- - - - Lu Recorded LYG Fiber Optic ale TV Fo Designated Fiber Optic Cable S. .. *)- - _ _ -TV FD- - - Ce. U S: Gas Valve Gas Meter -- Recorded LIAG Gas Line Designated / as Line (S. . . *) - - - -G- - - - Above roue as Line A/G .Gas SANITARY . Sanitary Sewer Manhole ®U Sanitary a er Cleanout Sanitary Sewer Line ss- Above Ground Sanitary Sewer A/G Sanitary Sewer Recorded Forced Main Line FSS Designated SS Forced Main Line . *) — - - - -FSS- - - - Firm STE ART El O QS DATE: DECEMBER 14, 201, REVISIONS - ?UTL NO. DATE :.UST PROJECT N®.: H 1200 1.00 SCALE: I t5 E.O.I. wmil Ti .A - EDGE OF PAVEMENT •P • , 1: -I A:1 W'AAP 3' POSITIVE DRAINAGE GRADE TO THIS UINE ALTERNATE NOTES: PAVEMENT EDGE SLOPES ARE 1 :1 UNLESS SHOWN OTHERWISE. 0 3' �L 8` PROVIDE DRAINAGE POSITIVE SLOTTED DRA WITH SOCK LINER DE VARIABLE fi J1 `" VARIABLE \-r.RAnr- Tr) TH6C. i IMF a'I v SUBGRADE ORIGINAL GROUND j _ � ii ®iii •®� il�i® •i�i/ lli li .lilt lii ■ii• _• iii• i ii• _i.�ii• _� DRAIN 4" SLOTTED ,,, WITH SOCK LINER PROVIDE CLEARANCE AROUND PIPE 0 GEOTEXTILE CONCRETE FABRIC ., * •s 1 r LATEX MORTAR BED 0 PAVEMENT SGREDULE 1 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE., TYPE SF-9.51B., AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. IN EACH OF TWO LAYERS 8" AGGREGATE BASE- COURSE- Pi PERMEABLE PAVERS - SEE DETAIL THIS SHEET EARTH MATERIAL. VARIABLE fi J1 `" VARIABLE \-r.RAnr- Tr) TH6C. i IMF a'I v SUBGRADE ORIGINAL GROUND j _ � ii ®iii •®� il�i® •i�i/ lli li .lilt lii ■ii• _• iii• i ii• _i.�ii• _� DRAIN 4" SLOTTED ,,, WITH SOCK LINER PROVIDE CLEARANCE AROUND PIPE 0 GEOTEXTILE CONCRETE FABRIC ., * •s 1 r LATEX MORTAR BED 0 8 SEAL 32606 GItAt R-- - pro : PROJECT NO.: 1200 1. 00 E 8 SEAL 32606 GItAt R-- - pro : PROJECT NO.: 1200 1. 00 BIO-RENTENTION NOTES BIO RISER 5 GENERAL NOTES TWICE-SHREDDED HARDWOOD MULCH EL. 732.0 1 BIO RETENTION AREA TO BE INSTAL-LED ONLY AFTER GROUNDCOVER HAS BEEN ESTABLISHED FOR ALL OTHER DISTURBED AREA. EL. 731.00 *FILL SOIL MEDIA EL. 730.83 2. SEDIMENT FROM SKIMMER TRAP IS BE PROPERLY REMOVED AND DISPOSED OF. 4" WASHED SAND FILTER FABRIC BETWEEN 3. DURING CONSTRUCT ON OF BIO RETENTION AREA SPECIAL PRECAUTION MUST BE MADE SAND AND STONE FOR MEDIA SO THA_ NO CONSTRUCTION SEDIMENT ACCUMULATES IN BIO RETENTION AREA. MEDIA IS A_:SO TO NOT BE COMPACTED. THE FAILURE OF EITHER ITEM WILL 8" WASHED No. 57 STONE EL. 728.33 REQUIRE THE REPL,_'-CEMENT OF MEDIA AT CONTRACTORS EXPENSE. .......... ° °...°°°°°.....> _- ..... T EL_ 72.18.010 00 4. THERE SHOULD BE EXACTLY 12"' ELEVATION CHANGE FROM BOTTOM OF BIO RETENTION UNDISTURBED SOIL — EL. 727.33 AREA TO GRATE E-EVATION OF RISER STRUCTURE, 15" RCP OUTLET 4" PERF. PVC PIPE - INV UNDERDRAIN - INV 5. OPERATION AND MA,NTENANCE AGREEMENT MUST BE RECORDED WITH THE COUNTY *SEE SOIL MEDIA MIX 727.50 727.50 REGISTER OF DEEDS PRIOR TO CONSTRUCTION DRAWING APPROVAL. TABLE ON THIS SHEET RISER CROSS SECTION GROUT UP FROM 6. STORMWATER DRAINAGE PLAN IS IN COMPLIANCE WITH THE DWQ BMP MANUAL. BOTTOM OF BOX TO INVERT OF PIPES BI 0 -RETENTION TYPICAL B10 1 B10-RETENTION MEDIA NOTES -SECTION - ' NTS 1. SOIL MEDIA SHALL BE UNIFORMLY MIXED AND FREE OF STONES, STUMPS, ROOTS 3'W X I'D SPILLWAY OR OTHER SIMILAR MATERJALS GREATER THAN 2-INCHES IN ANY DIMENSION. CHANNEL LINED WITH 22" 2.PLACE BIORENTION SOIL IN 12-18 INCH LIFTS WITHOUT COMPACTION. OVERFILL TO THICK CLASS B RIPRAP ABOUT 2-INCHES OF THE PROPOSED DESIGN ELEVATIONS TO ACCOUNT FOR rr SETTLEMENT. 3.1310-RETENTION AREA TO BE COMPLETELY FREE OF SEDIMENT ACCUMULATED FROM TEMPORARY SEDIMENT TRAP PRIOR TO INSTALLATION OF BIO-RETENTION MEDIA. BIO-RETENTION AREA MEDIA SHALL NOT BE INSTALLED UNTIL ENTIRE DRAINAGE AREA TO THE B10- RETENTION AREA IS FULLY STABILIZED. CONTRACTOR SHALL BE Melia- Mix RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF MEDIA IF CONTAMINATION WITH -So-ill 85-88% Sand SILT/FINES OCCURS. 8-112% Fines 4.CONTRACTOR SHALL MINIMIIZE THE COMPACTION OF BOTH THE BASE OF THE BIO-RETENTION AREA AND THE SOIL MEDIA BACKFILL. WHEN EXCAVATING AND organic matte PLACING SOIL, CONTRACTOR SHALL USE SMALLEST POSSIBLE EQUIPMENT WITH : (percent by volume) WIDEST POSSIBLE TRACTS,/TIRES TO REDUCE COMPACTION. Target Infiltration rate - 1.0 - 2.0 in/hr Soil Chemistry P-index 10 and 30 PROPOSED GRADE (0.5% Cation exchange capacity - 10 SLOPE TO DRAIN TO GRASS INLET STRUCTURE 1'AX) 25' WIDE EMERGENCY 51, SPILLWAY @ EL. 732.75 I. 12' TYR AS BUILT NOTES REFER TO SOIL/RISER CONTRACTOR TO PROVIDE AIN. AS BUILT SURVEY OF THE STORMWATER BMP Cn CROSS SECTION FOR MEDIA AND STORM DRAINAGE NETWORK SYSTEM IN ELECTRONIC FORMAT. THE NETWORK FOREBAY SPECIFICATIONS SURVEY TO BE PROVIDED B\,I,I' A NORTH CAROLINA REGISTERED PROFESSIONAL 4'W X 51 X 22" THICK LAND SURVEYOR. AS BUILT SURVEY TO INCLUDE: ELEVATION SPOTS EVERY 10' SEE DETAIL THIS SHEET FOR THE BOTTOM OF THE B1IO RETENTION AREA, AS BUILT TOPOGRAPHY FOR OVERFLOW STRLt'TURE, THE BMP, RISER SPOT ELEVATION, SURVEYED INFORMATION FOR ALL SEE RISER CS SECTION AND ROS LANDSCAPE ITEMS ASSOCIATED WITH BMP, PROOF OF UNDERDRAIN CLEANOUTS, ELEVATIONS ALL STORM PIPES INVERT INFORMATION AND RIM ELEVATIONS FOR STORM SECTION STRUCTURES, AND ANY MOD11FICATIONS TO IMPERVIOUS AREA OR DRAINAGE PATTERNS TO THE BMP FRDVI THE CONSTRUCTION DRAWINGS. jJF B10-RETENTION CONCEPTUAL LAYOUT 'JTS E-1 ADE_TI --NIT) C'E_(-TTFINI FOR RIPRAP SIZING BIO RETENTION AREA OREBAY WITH GE❑FRABIC FOREBAY NOTE FOREBAY FOR BIO RETENTION AREA SHOULD BE 18" 36" DEEP WITH DEEPEST AREAS AT WHERE WATER ENTERS AND MORE SWALLOW WHERE WATER EXITS. 1w PROVIDE PROOF THAT SOIL 6AEDIA MEETS NOTED SPECIFICATIONS FOR THE BMP. 1. ALL FILL SOILS FOR BERM/DAM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST 98% STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT, NO BLASTED MATERIALS SHA-LL BE USED IN THE EMBANKMEINT CONSTRUCTION, SOILS SHALL NOT EXHIBIT SIGNIFICANT SHRINK /S\A/,"EL L OR DISPERSIVE CHARACTERISTICS, ON—SITE GEOTECHNICAL ENGINEER SHALL APPROVE THE SOILS FOR PLACEMENT WITHIN THE BERM/DAM SECTION,, THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE METHODS TO BE USED FOR PLACEMENT OF FILL. 2, IN ALL FILL AREAS OF THE BERM/DAM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2500 SQUARE FEET PER VERTICAL FOOT OF FILL, 3. A KEY TRENCH IS TO DE PROVIDED IN ALL FILL AREAS, TRENCH TO EXTEND A MINIMUM OF FIVE FEET BELOW EXISTING GRADE, SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENT OF #1 ABOVE. 4, NO WOODY VEGETATION OF ANY TYPE MAY BE LOCATED WITHIN 7' OF THE TOE OF THE BERM/DAM SLOPE, 5, FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT, EACH LIFT SHALL BE CONTINUOUS FOR THE El'.,�TIRE LENGTH OF EMBANKMENT, BEFORE PLACEMENT OF FILL FOR THE BERM/DAM SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT, 6. AN ADDITIONAL FIVE PERCENT (5%) OF THE DESIGN HEIGHT OF AN EARTHEN EMBANKMENT DAM SHALL. BE ADDED TO THE TOP OF DAM ELEVATION DURING FILL PLACEMENT TO NEGATE FUTURE SETTLEMENT, 7, WHEN BLASTING IS USED TO REMOVE ROCK FROM THE POOL AREA, THE BLASTED AREA SHOULD BE OVER EXCAVATED TO A SUFFICIENT DEPTH BELOW FINISH GRADE AND BROUGHT BACK TO FINISH GRADE WITH IMPERVIOUS SOIL MATERIAL COMPACTED IN PLACE OR, AN ALTERNATE METHOD CAN BE SUBMITTED FOR APPROVAL. DOCUMENTATION IS TO BE SUBMITTED WITH POND CERTIFICATION, EL.. 734-00 - 10' WIDE ACCESS BERM INV 727 31' X 2' (ID) CONCRETE RISER STRUCTURE W/ PEAKED ROOF TRASH RACK EL. 732 Elm" I EL. 731.00 N.T.S. Hrm license No. A MIL SEAL % 36 231 VA"t"O" . C jKtV1b1UNb: I NO. I DATE Elm-IN I W, ,"�A V noww • Hrm license No. A MIL SEAL % 36 231 VA"t"O" . C jKtV1b1UNb: I NO. I DATE Elm-IN I W, ,"�A V noww FOREBAY 4'W X 51 X 22" THICK SEE DETAIL ON SHEET 2A OL B10-IRETEIN'T1 NTYPIC'AL SECTION' - B10 2 10' WIDE BERM B ACCESS E --caa Dr EL. 757.00— EL. 755.00— INV 750.50 3' X 2' (ID) CONCRETE RISER STRUCTURE W/ PEAKED ROOF TRASH RACK KT& UNDERDRAIN CLEANOUT - SOLID PIPE fTYP.) CLEANOUT CAP TO BE 9" ABOVE TOP OF MULCH Uv 1b; IN EL. 757.00 Et, 754.00 I SPILLWAY LINED WITH 22" LSS B RIPRAP VIDE EMERGENCY WAY AT EL. 755.75 CLEAN OUT (TYP) ,IF. UNDERDRAIN PIPE 4" PERF. S,DR 35 PVC UNDERDRAIN WRAPPED IN A GRAVEL JACKET 9 0.00% SLOPE. PERFORATION FOR UNDERDFA'IN PIPE ARE TO BE Y21' DIA. HOLES, 5' ON CENTER WITH 2 ROWS 120 DEGREES APART. RISER STRUCTURE "10-RETENTION TYPICAL SECTION -B110 3 NTS � - I I I A 1D SPILLWAY kNNEL LINED WITH 22" CK CLASS 8 RIPRAP 10' WIDE ACCESS BERM INV 779.50 EL. 777.00 INV 4'W X 5'L X 22" THICK SEE DETAIL ON SHEET 2A 3'X 2' (ID) CONCRETE RISER STRUCTURE W/ PEAKED ROOF TRASH RACK UNDERDRAIN CLEANOUT - SOLID PIPE (TYP.) CLEANOUT CAP TO BE 9" ABOVE TOP OF MULCH BIORETENTION AREA CUT SECTION DETAIL N.T.S. EL. 776.00, 25' WIDE EMERGENCY SPILLWAY AT EL. 777.75 :LEAN OUT (TYP) 4" PERF. UNDERDRAIN PIPE 4" PERf. SDR 35 PVC UNDERDRAIN WRAPPED IN A GRAVEL JACKET C@ 0.00% SLOPE. PERFORATION FOR UNDERDRAIN PIPE ARE TO BE Y2" r 51 • CENTER WITH 2 ROWS 120 DEGREES APART. 810 RISER 810 RISER TWICE-SHREDDED TWICE-SHREDDED HARDWOOD MULCH EL. 777.0 HARDWOOD MULCH EL. 755.0 • CN EL. 776.00 C14 EL. 754.00' *FILL SOIL MEDIA -::4 EL. 775.83 *FILL SOIL MEDIA EL. 753.83 4" WASHED SAND 41' WASHED SAND FILTER FABRIC BETWEEN FILTER FABRIC BETWEEN cv) SAND AND STONE SAND AND STONE 8" WASHED No. 57 STONE EL. 773.33 8' WASHED Na. 57 STONE 4 EL. 751.33 Nt EL. 773.00 EL. 751.00 00 11 - UNDISTURBED SOIL — EL 772,33 UNDISTURBED SOIL EL. 750.331; 4" PERF. PVC -4" PERF. PVC UNDERDRAIN - INV UNDERDRAIN - INV m m 772.50 750.50 *SEE SOIL MEDIA MIX 15" RCP OUTLET 15" RCP OUTLET TABLE ON SHEET 2A PIPE - INV PIPE - INV 770.60 GROUT UP FROM *SEE SOIL MEDIA MIX 748.00 BOTTOM Of BOX TO TABLE ON SHEET 2A INVERT OF PIPES RISER CROSS SECTION GROUT UP FROM BOTTOM OF BOX TO INVERT OF PIPES RISER CROSS SECTION OL B10-IRETEIN'T1 NTYPIC'AL SECTION' - B10 2 10' WIDE BERM B ACCESS E --caa Dr EL. 757.00— EL. 755.00— INV 750.50 3' X 2' (ID) CONCRETE RISER STRUCTURE W/ PEAKED ROOF TRASH RACK KT& UNDERDRAIN CLEANOUT - SOLID PIPE fTYP.) CLEANOUT CAP TO BE 9" ABOVE TOP OF MULCH Uv 1b; IN EL. 757.00 Et, 754.00 I SPILLWAY LINED WITH 22" LSS B RIPRAP VIDE EMERGENCY WAY AT EL. 755.75 CLEAN OUT (TYP) ,IF. UNDERDRAIN PIPE 4" PERF. S,DR 35 PVC UNDERDRAIN WRAPPED IN A GRAVEL JACKET 9 0.00% SLOPE. PERFORATION FOR UNDERDFA'IN PIPE ARE TO BE Y21' DIA. HOLES, 5' ON CENTER WITH 2 ROWS 120 DEGREES APART. RISER STRUCTURE "10-RETENTION TYPICAL SECTION -B110 3 NTS � - I I I A 1D SPILLWAY kNNEL LINED WITH 22" CK CLASS 8 RIPRAP 10' WIDE ACCESS BERM INV 779.50 EL. 777.00 INV 4'W X 5'L X 22" THICK SEE DETAIL ON SHEET 2A 3'X 2' (ID) CONCRETE RISER STRUCTURE W/ PEAKED ROOF TRASH RACK UNDERDRAIN CLEANOUT - SOLID PIPE (TYP.) CLEANOUT CAP TO BE 9" ABOVE TOP OF MULCH BIORETENTION AREA CUT SECTION DETAIL N.T.S. EL. 776.00, 25' WIDE EMERGENCY SPILLWAY AT EL. 777.75 :LEAN OUT (TYP) 4" PERF. UNDERDRAIN PIPE 4" PERf. SDR 35 PVC UNDERDRAIN WRAPPED IN A GRAVEL JACKET C@ 0.00% SLOPE. PERFORATION FOR UNDERDRAIN PIPE ARE TO BE Y2" r 51 • CENTER WITH 2 ROWS 120 DEGREES APART. ■ im Firm Ike— No. 421 FayeW 231 IN TE: MAY 14, 2013 I NO. I DATE I I;-rGA Iffil • ■ im Firm Ike— No. 421 FayeW 231 IN TE: MAY 14, 2013 I NO. I DATE I I;-rGA Iffil n A Top View concrete riser Elev. B-B A rEll " ` j: 111 I:jt; rnI171 co[ 69 112 79 1/2 '101 99 11/2 109 1/4 11 120 112 width code 10 12 14 16 18 20 22 24 C 18 20 22 24 26 28 30 j 32 z <Z < < Elev. B-B A 49 3/4 59 3/4 69 112 79 1/2 89 1/2 99 11/2 109 1/4 11 120 112 width code 10 12 14 16 18 20 22 24 C 18 20 22 24 26 28 30 j 32 B 49 54 1 2 59 3/4 65 1/4 70 1/2 76 82 87 1/4 length code 09 10 1 1 12 13 14 i 15 16 numbers rounded to 1/421 part code= PR + width code +Iength code (ex. PR1213) I., NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST 15" 1 FLA PLI- CL/ INSTALL LEVEL AND PLAN VIEW — 12,3' SECTION A–A 12A' 8.4 EL. 729.00 EL.- 727.7 2' THK CLASS B RIPRAP LINING Finn license No. ( 421 Fayettev Sul Wgh, NC U. Www.stewau' z Uj v. 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I I i � I ,j � , �P' , � 1 � � i I I , / - � I f I - I I I ,-�, I - , --,- �, - --�� ; � i i I . i D = 19* 05" 54.9' D = 19'05'54.9' D = 19* 05' 54.9' D = 9* 32'57.5' ,� \ � > / / I ,I i \ , -/,�// "k, -, , /1" I . I I I I �� I \ �, :��, I , ,r 11 I \ � / 111��Q,�� 1; N;,/'-P�,, / � - . I " , � 1�- I - /,�Ii��/� / � � � / t ; � i I � � I -,�\"�,/� ! �, � 1 1 � � I ' , , , , L = 89.7Y L = 102-33' L = 82.59 L = 129J4' i I i . A i / \ - I I , I � . I ; � ! � I � - ---� C,";V, I � , -'- t J I i 1: I r i I I , . /I / i \ I , �, - -� " ��/?-��.'. " i i ! , 1 \ � � i \ / 1)";;/';' , I I / � �, , ' , 1 k \ 11 I I I � i T = 45.20' T = 51.67' T = 41.51' T = 64.82' -,", i1j /y / / " �!j \ L , / ir il I'V .1 �11115 I I I I I .1 // / \ I I --,�--- - -- I "I � I , / /� / I ` ` I NO WATERCOURSE OR 100 YEAR FLOG PLAIN AS � N11, j �1� �, / I / � 1; I/ .0 / , , I / 1, -j.j!f_- / � / ; I '. I - \,\ R = 300.00" R = JOO.00` R = 300.00' R = 600.00' )i 1�,` f, / I ; Z'111 " � 1� t�,�TPT I ri I � 4 , /I /- �/ ; / /' / " ; ,', 1,'' h"PPED BY FEMA, OR AS DEFINED BY ANY FEDERAL, STATE / j //ii / f , ,'/ - , A�,A,,�l ; I I I 1; / /' ,I / 1-�/ "! V 1, 1, ; , 11 , , /,', /,! E = 0.04 Eaw Em = 0.04 Em = 0.04 .1.11 ! 1---, /tf, ",If , " w = 0.04 'I- � .111, ) -t4 , , - �,��\\� - ___j !, j, 11 I // / " / " 1, f /, , " , OR LOCAL AUTHORITY IS LOCATED ON THIS PROPERTY. '-- �,,,A`A / - , /!, " /11 I/ ", / I RUNOFF = 68.09 RUNOFF = 68.00' RUNOFF = 68.00' RUNOFF = 68.00' I ,Nvl � i, - if / "i I � / � , � i 11 - /,I'/ / / / , Z..---- -....d- � L, 11 4 I", .. 1 11;1111i I I I " 11, 11111111 - I I � I - I I I I - . I I I I � I I I I , I I I I I -.�l.'�-,',.,.I-r,--,.,,, - ---, r-1--- - � ly, I'll -1-111---- *0 � � I - -11 I 1 - , -- ,,, , - ,,, -- I I � I � I I I I - e j � 1 3 1 - � � I : 1 3 1 I I I I I I I I I I I I I I I I- I 1 I . x �I . I I . I - � - - I 1 �� I I II I I I I 1 ® CULVERT HYDRAULIC DATA I - T ; e � I - 1 � : I : - � � . I I I I � r I I � I I I I --'- DESIGN DISCHARGE = 500 CFS %% DESIGN FREQUENCY = 25 YRS 0 - 1.- - I - I - -- 70 N DESIGN HW ELEVATION = 728.8 FT - -, , BASE DISCHARGE = 750 CFS 0*1 ®. 0 I I l BASE FREQUENCY = /00 YRS ., 00 '0 ' �/ o . ®- BASE HW ELEVATION = 729.9 FT 1 0 - - - r-% I I I � , i I I I I I '-ll, 1 I I I , I - -- - - 7, 6,0- 1- 0p , OVERTOPPING DISCHARGE = 3,725 CFS i -. -,-* 1 11 -ft OVERTOPPING I - FREQUENCY= +5- 00 I Y - RI 11 S I -11I 1 I I Ii I I � i � � � I i t I � � - I I 1I � I I I I . I I - 7 %1-w I PI = 17+40.00 OVERTOPPING ELEVATION = 7391 FT "ft --. .� - EL = 722 39' / I I-N VC 700' %- K = 38 - / 51-I 01- I - -- ...... I � � I I � I I I I I %%1. I : I I 1.1111, 1-1-11-1 -1.11 I -1 111-1-1-1 11 � I I I -1� 11 -",%*. � I r I e I � I � � I \ � I , PROPOSED . 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P/ Sfa 33+92.50- 1 1, x , 1, / = 39* 46'05.9'(RT) A AL = = /O* 10'36.8'(RT) / - /2 30.3 (LT) / , , - �,, - = 9* JZ 573' D D = = 5* 4Y 46S D D = X 27' 33V / � / -1-- - -, ---- - 416.45" L L = = 177.62' L L = 115.27' - - - L --- -- - -- ---- ,-I- I -- - I / , - --", - - -- -- -- , / / , I/ / ,�,--, � �/ ,�, - - - - -- -1-1- - �� , / z -,--- I /I " - - - - / , � / 11 / / -, � / ! /I J If '// , / / I/ � // I I - : � / � / / / / I / / I / , I 11 11 I � �,� -, I - - - I'.-- - -- 11 / I 11 / / I - I - 11- " 1�1' -- / /I , � 1 , -, -,-- - � -- - -- 6 R = 600.019 R = /,000.00' R = 500.00' / X z FROM -L- STA. 20 + 50 TO STA. 2 9 + 75 RT � / " I/ // I I , - -- - ---- --- . / 11 / -- -- I --- -- - -- - -- - - ,-- , I '- � / // FROM -L- STA. 29 + 75 TO STA. 34 + 25 RT /I / , �"Lll " -- - E = 0.04' E. = 0.03 EAw = 0.04 1 1, / - '-- -- - � --- '-- ---, -- --",, -- --- w : I 1. ; FROM -L- STA. 34 +25 TO STA. 42 +20 RT / / / � -- - - -, � : I FROM -L- STA. 37 + 00 TO STA. 42 + 20 LT -- - - -- -- --- -- RUNOFF = 68.00' - RUNOFF = 51.00' . RUNOFF = 68.00' \ � � � I I I I I I I I I � I I I I I I I , I I I I I I I I I : I . I I I I I I I I I � I I , I . I I � I I I I P/ I -30+-30.00 I I I = I I - '' 11 I I -I � EL = 798.561 -, -11-11 I'll � -11 I I I ''I", ''I - � - I - � "I I'll I I I I 2 I I I I I I I � I I I I I � I I I I I � I I , I I - I I- � 1-1 �- I I I I � . I I � VC = 209, � - I � I I � I � I I I � I � � � 1 115 ''I I I - - I I � � - L I I I I . I 1. o ; I - I I K = 23 . I I I I I I I I I I I I - I I I I I I e I I I I I I ------�, I I I I I 11 I I P1 = 25+,30.00 1 .-- ® : I 0-� ® � � 0-0 � I I I I r I I � .01, I � , ---� 4-ft I I ; -111, I ,--. EL = 788.56' - I I .-� 0 ' � I I .0-0 (-�)2-0000;,-, 1 � 00-1 � -.. I I I I I vc = 200' I 0-1 1 3W---t-�6-. I . I ®® . I I .-ol I 0 � � I I * I I K = 32 �004 '-*. : I � I I I I � I I : I � I � � � � I � I ..., I I I L I I I - I I - �11-1.111111-- -1- "I - 1-1 -11 --,�- I 11 I �- -1 -- I I I I I � I � I - I I I %11-1 I I 1 (+)2.00OO.X : - I I I I I I I I I I I I I I � ..- ,..� , I - I . I : I I - 1--l-l-, I'll, - I- �11 ,, I 1; .01 --- - - i-- I I *'.... I I � I � I I I I ; I 001 I � I : I I I ; I I �, I I I I � I - I I I I - -, 1-1 I - I - I I I - - 11 I I I I I I I-- - -1111, 1-1-1 - 11 - - - -111 -, ''I'll I - I -11, -11 I 1, I 11 � -,-� 11-11- 11-111, "I � "'.."I'll, 1.1- -.111- - -1-11-- ,-..-"-----, I � � 11-1 I I 11 -, (+)?- QQ!*k I I - ,�., *%%. 1 5 � I � I I I � I I %%�. - I - I - - - I I I I I I . I � I I I � z � I I I � ; I � I 11 - I 1 ft%4* � - I I � I I", I I I I I I -nr)ol. I I - M n-IIEZI A 24 25 26 27 28 29 I n, n--%7 � m KNI 01 W-1 W74" L � I M s � -, " _ I � : I "I'll "I'll . I I 1� I �� 11 � -, " I I "I W I 11 I I � - I - I L " I I � "I -1- � 11- `I � , I , , 1-1�1111- I I Finn 0 1 1 A Im T TE: MAY 14, 201 I � "I t n Wp-�W'l I v � I , A-ON III - I I � I I I : . : "t I � 11 �� , , 1; t ; �,� -, I - - - I'.-- - -- 11 / I 11 / / I - I - 11- " 1�1' -- / /I , � 1 , -, -,-- - � -- - -- 6 R = 600.019 R = /,000.00' R = 500.00' / X z FROM -L- STA. 20 + 50 TO STA. 2 9 + 75 RT � / " I/ // I I , - -- - ---- --- . / 11 / -- -- I --- -- - -- - -- - - ,-- , I '- � / // FROM -L- STA. 29 + 75 TO STA. 34 + 25 RT /I / , �"Lll " -- - E = 0.04' E. = 0.03 EAw = 0.04 1 1, / - '-- -- - � --- '-- ---, -- --",, -- --- w : I 1. ; FROM -L- STA. 34 +25 TO STA. 42 +20 RT / / / � -- - - -, � : I FROM -L- STA. 37 + 00 TO STA. 42 + 20 LT -- - - -- -- --- -- RUNOFF = 68.00' - RUNOFF = 51.00' . RUNOFF = 68.00' \ � � � I I I I I I I I I � I I I I I I I , I I I I I I I I I : I . I I I I I I I I I � I I , I . I I � I I I I P/ I -30+-30.00 I I I = I I - '' 11 I I -I � EL = 798.561 -, -11-11 I'll � -11 I I I ''I", ''I - � - I - � "I I'll I I I I 2 I I I I I I I � I I I I I � I I I I I � I I , I I - I I- � 1-1 �- I I I I � . I I � VC = 209, � - I � I I � I � I I I � I � � � 1 115 ''I I I - - I I � � - L I I I I . I 1. o ; I - I I K = 23 . I I I I I I I I I I I I - I I I I I I e I I I I I I ------�, I I I I I 11 I I P1 = 25+,30.00 1 .-- ® : I 0-� ® � � 0-0 � I I I I r I I � .01, I � , ---� 4-ft I I ; -111, I ,--. EL = 788.56' - I I .-� 0 ' � I I .0-0 (-�)2-0000;,-, 1 � 00-1 � -.. I I I I I vc = 200' I 0-1 1 3W---t-�6-. I . I ®® . I I .-ol I 0 � � I I * I I K = 32 �004 '-*. : I � I I I I � I I : I � I � � � � I � I ..., I I I L I I I - I I - �11-1.111111-- -1- "I - 1-1 -11 --,�- I 11 I �- -1 -- I I I I I � I � I - I I I %11-1 I I 1 (+)2.00OO.X : - I I I I I I I I I I I I I I � ..- ,..� , I - I . I : I I - 1--l-l-, I'll, - I- �11 ,, I 1; .01 --- - - i-- I I *'.... I I � I � I I I I ; I 001 I � I : I I I ; I I �, I I I I � I - I I I I - -, 1-1 I - I - I I I - - 11 I I I I I I I-- - -1111, 1-1-1 - 11 - - - -111 -, ''I'll I - I -11, -11 I 1, I 11 � -,-� 11-11- 11-111, "I � "'.."I'll, 1.1- -.111- - -1-11-- ,-..-"-----, I � � 11-1 I I 11 -, (+)?- QQ!*k I I - ,�., *%%. 1 5 � I � I I I � I I %%�. - I - I - - - I I I I I I . I � I I I � z � I I I � ; I � I 11 - I 1 ft%4* � - I I � I I", I I I I I I -nr)ol. I I - M n-IIEZI A 24 25 26 27 28 29 I n, n--%7 � m KNI 01 W-1 W74" L � I M s � -, " _ I � : I "I'll "I'll . I I 1� I �� 11 � -, " I I "I W I 11 I I � - I - I L " I I � "I -1- � 11- `I � , I , , 1-1�1111- I I Finn 0 1 1 A Im T TE: MAY 14, 201 I � "I t n Wp-�W'l I v � I , A-ON III - I I � I I I : . : "t I � 11 �� , , 1; t ; M n-IIEZI A 24 25 26 27 28 29 I n, n--%7 � m KNI 01 W-1 W74" L � I M s � -, " _ I � : I "I'll "I'll . I I 1� I �� 11 � -, " I I "I W I 11 I I � - I - I L " I I � "I -1- � 11- `I � , I , , 1-1�1111- I I Finn 0 1 1 A Im T TE: MAY 14, 201 I � "I t n Wp-�W'l I v � I , A-ON III - I I � I I I : . : "t I � 11 �� , , 1; t ; � : I "I'll "I'll . 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Wlim'l L-74 mr1ir-0111 ctm FOR 810 RETENTION DETAILS, -SEE--SHEET NO. 28 PLAN MIN. ELEVATION #5 REBAR- IS- MIN. LENGTH (TYPICAL) PRECAST CONCRETE WHEEL STOP NTS DETAIL 1 SPECIAL CUT DITCH (140t to Scale) Front Ditch Natural Slope Ground d ID Min. D= I Ft. Type of Liner= PSRM Max d= I Ft. FROM -L- STA. 34 +25 TO STA. 42 +20 RT FROM -L- STA. 37 + 00 TO STA. 42 + 20 LT O 2.5 EDGE OF PAVEMENT GRASS (UNLESS OTHERWISE NOTED ON PLANS) rn IV LONG PARKING SPACE PLAN MIN. ELEVATION #5 REBAR- IS- MIN. LENGTH (TYPICAL) PRECAST CONCRETE WHEEL STOP NTS DETAIL 1 SPECIAL CUT DITCH (140t to Scale) Front Ditch Natural Slope Ground d ID Min. D= I Ft. Type of Liner= PSRM Max d= I Ft. FROM -L- STA. 34 +25 TO STA. 42 +20 RT FROM -L- STA. 37 + 00 TO STA. 42 + 20 LT O SEAL 32606 R Firm T EWART RAN DATE: MAY 14, 2013 REVISIONS: NO. DATE 0, • SEAL 32606 R Firm T EWART RAN DATE: MAY 14, 2013 REVISIONS: NO. DATE _ / ( \ � / , ; \1 I I , , -' --, ' — , I I i I " 0 . z 11 ; r I j � �' - \ i I \ I . f '' -! I -- I I ''— I "'�- � , 1201 \ - �. I I \ \ \ I . 1. il I I F', . I / / z .1 I I I I I I - - '_r_ � DURING CONSTRUCTION. SEE DETAIL ON BIO-RETENTION ONCE CONSTRUCTION IS ' \ - -�—' ' - 11 / I I 11 , I ' / w " ' I \ 1 , - -- =,�, ---- 71-�--- I \ , , I - ,1 -' / / / " I : 11 x , C j�l F - Z F/ - - -��' =-- . I , , \ I � , , \ \ 11 \1 i \ I , - I ) I I I ' " ----------r-- 7/ �' " / '",, / '\ 1 �, I . I " / Fr, /,/,, � I I I f' I I I I p - f ,5.' 1 i � \ �', I i I \ I ; " - I i \ . I I //l/ i I I I -'- I j � -- ,- I ( , I 11 I i I . 7`��171- : : I t�� \ ; I -� ",' : 'L \' � - -- _" . I . I I I I , � I :0�z 1 ; , . I "I � F i N I I ) t I I : I I (/j I Q . " I -"-- _ _ __ - _- _ -- -- - I : ("y - ; / 1 / I I , _ _,_, I . I I F % I N 11 I I I I I i .' -K- : I _ _' _ , I ; i I ; %'?" I '' I \ � F ! . - I I I , C F I - '�� I F I I I I e . I \ \ ; I � I ' ' ' ' "", \ I I ! ; I I , . % ' . I I --- , I _-- I I I I I I I ; \ ! 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' / � . \ � \ ` ^� � / ^/ `. /� . / / / / ' / . ` `` �»u� "� \o'� `��x^ .. ' � / /// �m \\ . � \ � � . ` \�� . ` ` \ \ \ � { `` � ~- ^~ / ' \ / � / \ ` \` |/ j / \ |//| � \ // / / '\\'`\\�U`\\ \ \ ' / FROM -L-SJ�.l�+86 T0 �T7\ l7+6U LT ~~ ``\ �~- _~~~ � � \ \ \ \ ` \\ | / / | ' \, � ' | � | | \ / / ' / \ \ \ `/ `\ \ \ / F��&4 -L� STA. TO 6T�.l�+6D RT ^`�� r- ��~_~~ -/ ` � / ` \ ` \ . / \ \ i i \ \ i � ` ' / r� / '/ ' \ \\ ' � \\' `� / \ ` ` ' F��6A -L- ��2l+75 T�� STA. LT ' -~ / ' | ' \ ` \ ` � ` ` \ \ ' ( / / �\\ ��! ` ` ' ` \ \ fR��AA -L- Sl��2]+75 TC� ST�.%9+�5 �T ` '`�` `� r---- _- --~- ! � � / / / | |� \ ` \ `\ . \ \ ` \ ` // � / / p~ ,/ / ' /� ' )\ \ `� `'' .`' \ \` / 7 \ ` ` ``�^ r- -~ / / ' ` \ ` � ` \ � / ' ' / \\\ ` `- -- / ` � ` ' ` / '--' - -'-- � - �- -''- '- - ��`\` �~-_-~ __� / � / ,/ // / / /' � ` � \\ \,\`) \ \``\\ / // /// // \ D/ b | / / /// / \.'//.��\�\`` \``� ``� / \ \ \ \ \ \, � � �� Description synittal 1605.01 Temporary �:�� ----- __�� 1606.01 Special Sediment Control Fence ` ' ~_~-' / / ' / / � � � ' ) ) // '\ \ ` `~` ` `�`� ( / / / / / | \l/ / / /� / / /\\ ` �> ` '~-- / / / | \ ' / / ` ` ` `�!`\ '- ----' / / / / | � / \ `�` / / � � \\ \` `~�`�` � . . ` \ \ / � / \ / / ' / / ' -��' -- / / / \ . \ \\� \ / �`\\\ �`�`� ~ ' , ' \ � '/ / / Y ' / -��-� � ` `� \ ```�` �~� ( / \ \ � ' ' / /' / ` ` '` ' ` �L � r- � `. , / / \ `�� / \ � / ' � / // / ' ` �� ` `` ` \ } / ' . \ ` � / '// '�' '�� -� =-x``/ +/» �^/� / / ' ' ' / / / ` ` ` ' ` ` � ` ` ` \ ` `> - ~ ' ' / ' ' ~ ' / \ \ / // '' \ °` / / ' . \ ' (�� K� '�1��J0 d�� , ~-r ' ' � / / / ' WATERCOURSE -- '-- ----' '----'--'' '-- ^` / / / / / � // �� , �� // . '{ ' ' / /' / / ' -�- - ' __ - ' --�- , - _ _ _' - � _ - � ' ___'- _, STATE, . _/ / / / ' / / ' � ' '/ / �� LOCAL �� ` � «�°� / //,/~-~~�/~-' (/� �� /// / � / / ,/' /' ////�/ / //� ' ~~ �~-~~~~ AUTHORITY ~^ �~�~��"�~� -~~` ^^~~~ PROPERTY. ^^ EROSION CONTROL GEN!ERAL NOTES: 1. ALL 2:1 SLOPES SHALL B.E MATTED WITH EXCELSIOR MATTING. 2. ALL 3:1 SLOPES SHALL BE MATTED WITH STRAW MATTI-NG. Sediment Basin Summary: Sediment Basin Summary: I - Surface Area Reqd = 2496 Sq_ ft Surface Area Reqd = 3829 Sq- ft Surface Area = � Surface Area = 4200 Sq ft / � � � �� Description synittal 1605.01 Temporary �:�� ----- __�� 1606.01 Special Sediment Control Fence ` ' ~_~-' / / ' / / � � � ' ) ) // '\ \ ` `~` ` `�`� ( / / / / / | \l/ / / /� / / /\\ ` �> ` '~-- / / / | \ ' / / ` ` ` `�!`\ '- ----' / / / / | � / \ `�` / / � � \\ \` `~�`�` � . . ` \ \ / � / \ / / ' / / ' -��' -- / / / \ . \ \\� \ / �`\\\ �`�`� ~ ' , ' \ � '/ / / Y ' / -��-� � ` `� \ ```�` �~� ( / \ \ � ' ' / /' / ` ` '` ' ` �L � r- � `. , / / \ `�� / \ � / ' � / // / ' ` �� ` `` ` \ } / ' . \ ` � / '// '�' '�� -� =-x``/ +/» �^/� / / ' ' ' / / / ` ` ` ' ` ` � ` ` ` \ ` `> - ~ ' ' / ' ' ~ ' / \ \ / // '' \ °` / / ' . \ ' (�� K� '�1��J0 d�� , ~-r ' ' � / / / ' WATERCOURSE -- '-- ----' '----'--'' '-- ^` / / / / / � // �� , �� // . '{ ' ' / /' / / ' -�- - ' __ - ' --�- , - _ _ _' - � _ - � ' ___'- _, STATE, . _/ / / / ' / / ' � ' '/ / �� LOCAL �� ` � «�°� / //,/~-~~�/~-' (/� �� /// / � / / ,/' /' ////�/ / //� ' ~~ �~-~~~~ AUTHORITY ~^ �~�~��"�~� -~~` ^^~~~ PROPERTY. ^^ EROSION CONTROL GEN!ERAL NOTES: 1. ALL 2:1 SLOPES SHALL B.E MATTED WITH EXCELSIOR MATTING. 2. ALL 3:1 SLOPES SHALL BE MATTED WITH STRAW MATTI-NG. Sediment Basin Summary: Sediment Basin Summary: I - Surface Area Reqd = 2496 Sq_ ft Surface Area Reqd = 3829 Sq- ft Surface Area = 3105 Sq ft Surface Area = 4200 Sq ft Provided Provided Volume Required = 4014 ft' Volume Required = 6156 ft3 1 Volume Provided = 4986 ft3 Volume Provided = Bottom Width = 33 ft Bottom Width = 30 ft Bottom Length = 57 ft Bottom Length = 88 ft Surface Width = 45 ft Surface Width = 42 ft Surface Length = 69 ft Surface Length = 100 ft Top Width = 54 ft Top Width = 51 ft Top Length = 78 ft Top Length = 109 ft Stone Outlet Width = 8 LF Stone Outlet Width = 10 LF Storage Depth = 2 ft Storage Depth = 2 ft Dam Height = 3.5 ft Dam Height = 3.5 ft Skimmer Size = 1.5 in - Skimmer Size = 1.5 in Head on Skimmer = 0.125 ft Head on Skimmer = 0.125 ft Orifice Size = 1.25 in Orifice Size = 1.50 in Dewatering Time = 3.91 days Dewatering Time = 3.72 days : All Calculations are based on a 10 year return rainfall and in accordance with Note: All Calculations are based on a 10 year return rainfall and in accordance with the North Carolina Erosion and Sedimentation PlannLng and Des�en Manual. I the North Carolina Erosion and Sedimentation Planning and Qfsign Manual. FIffn Ucense T 91 �� W�W.Ste �� x u_ ��x-vo� x BASIN ENGINEER = 1P , 231 ) DATE; MAY 14, 2013 A Q5 --c a V, < - ----- &Z, "N -71 zs Li 74C u uj -C 7— 0 C; X—, �0510 + uj qL Y vv CV)Z' 4- \r 00 ---- --- ---- X/ qn-0 ---- -- t-S —L— CURVE DATA /t P1 Sta 25--�92.81 P1 Sto 30+86.06 P1 Sta 33+92.50 (LT) A = Jq 46 05.90 (RT) A = /9 /0' J6.8ft (RT) Z� = /J* 12' 30.3' D = 9* JZ 57S D = 5* 43' 46.5" D = Ir 27' 33.0" Z L 416.45 L 177.62' L 115.27 T 217.0,1,"' T 89.04' T 57.8-cY R = 600.00' R = 4000.001 R = 500.00' 0.03 ENN = 0.04 Eaw Es" = 0.04 RUNOFF = 68.09 RUNOFF = 51-00' RUNOFF = 68.00' Descrig-60M 1605.01 Temporary Silt Fence -------- - - - - -- 1606.01 Special Sediment Control Fence 1622.01, Temporary Berms and Slope Drains .... ---- — -------- 1630.02 Silt Basin Type B -------------------------------- 1650.05 Temporary Silt Ditch --- ...................... Tw 165005 Temporary Diversion ------------------------ ------ 1650.06 Special Stilling Basin 1632.05 Rock Inlet Sediment Trap Type C - - -- - - - - - - - - - - - 13 1635.01 Temporary Rock Silt Check Type-A----------------- Temporary Rock Silt Check Type-A with Maftilng and Polyacrylamiae (PAM) ------------------ 1635.02 Temporary Rock Silt Check Type- B---- - - - - -_ )0. Wattle--- ---- ------------------------------------ ------- - --------- Firm license No. Em jKtV1b1U1V5. I NO. I DATE • Firm license No. Em jKtV1b1U1V5. I NO. I DATE 1% 1z 1b C3 x LL tot 40 DATA Temporary Berms ana Slope DR— CURVE DATA PI Sto 40+21.72 P1 Sto 10+54.73 Silt Basin Type B ------------------ ------------ 7076 Sq ft D = 2Z 55'05.9' D = 179* 02'57L' L 176.58 L 48.57' T 92J5 T 3035' R 250.00' R 32.•• ' E 0.04 am Rock Inlef SeJiment Trap Type C ---- -- --- -- ---- 13 RUNOFF 68.09 Temporary Rock Silt Check Type-A ------ A >e N -V A- N", 16 USE AS TEMPORARY SrJAAN,,ER BASIN (ST3) j DURING CONSTRUCTION. SEE DETAIL ON A Q) X\ C, , X • SHEET EC-6. SEE TABLE THIS SHEET FOR it SIZING INFORMATION. CONVERT TO BIO-RETENTION ONCE CONSTRUCTION IS SUBSTANTIALLY COMPLETE AND SITE IS --STABILIZED- U) C3 V N C11 — -sta. QR- V, 7 _P sta. ,-J_7_ 29.5-7 - -- - - ------ t. .C, d2,5, 6 �Y V \C1 > k East J, 20 19 C., Due East--. -C - Z > Z �Z stm ),DO`� Stq,,�, +00-00 —DR— IPT Sta. 41+06J5 32 r .Sill. a Descrigtion 1-605.-01 Temporary Silt Fence -------- - - - - -- 1606.01 Special SeJimenc Control Fence 1622.01 Temporary Berms ana Slope Drains -------------------- ST 3 1650.02 Silt Basin Type B ------------------ ------------ 7076 Sq ft 1650.05 Temporary Silt Ditchl ----- ----------------- Volume Required -11-26-8- It' 1650.05 Temporary Diversion ---------------------------- Bottom Width _ TI) 1650.06 Special Stilling Basin Surface Width 6_1 ft 1632.05 Rock Inlef SeJiment Trap Type C ---- -- --- -- ---- 13 1653.01 Temporary Rock Silt Check Type-A ------ ---------- 14 IF Temporary Rock Silt Check Type-A with ft Matting ana PolyacrylamiJe (PAM) ------------------- Sideslopes = 165-5.02 Temporary Rock Silt Check Type-B. - - - - - - - - )IIIII. Sediment Basin Summary: Basin ID ST 3 Surface Area Reqd 7008 Sq ft Surface Area 7076 Sq ft Provided Volume Required -11-26-8- It' Volume Provided = 16935 ft3 Bottom Width 43 ft Bottom Length 98 ft Surface Width 6_1 ft Surface Length 116 ft Top Width 70 ft Top Length = 125 ft Stone Outlet Width = 14 IF Outlet Sideslopes 3 :1 Storage Depth = ft Dam Height 4.5 ft Sideslopes = 3 :1 Skimmer Size 1.5 in Head on Skimmer 0.125 ft Orifice Size = 1.50 in Dew aerie g-Ti me = -9.22 days- INote: All Calculations are based on a 10 year return rainfall and in accordance with the North Carolina Erosion and Sedimentation Planning and Design Manual. Hrm License No. 421 Fayedx V Raleigh; N T 919,31 www.stewart BASIN ENGINEER ism 036231 lid C am DATE: MAY 14, 2013 REVISIONS: NO. DATE f 3 y Z 4 2 7„ � 1= 1�11111�11 - I I f � -11111 250' �f � I1- 1II -1II 1 0 r �.�I I ITi I I I IT� I I ITI i 1= � 4 � ^ 0 99 II ��Illlllllllil � �� - III -II 10 —1111) i` �99 STAPLE =1 CHECK 495 10 gi,I 309 Staple Cheak it 4: J z t fs F t 4 } A ill (® III r �=tlf � Iljlll tI( =1 1_1 l { C =� A STAPLES ON CENTERS IN .. DAGRAM A D �AG RAM }111 } 1:11 4MARS GIs il 4 114,0151 GAUGE qTAPLES SHALL BE NO. 11 R OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH. 6" MIN i � 1 I F_-) DAGRAM c NOT TO SCALE 3' Staple 6' X X 3' N X D �AG RAM }111 } 1:11 4MARS GIs il 4 114,0151 GAUGE qTAPLES SHALL BE NO. 11 R OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH. 6" MIN i � 1 I F_-) DAGRAM c NOT TO SCALE 9* ® SEAL 32606 F F,O 6 N< R, Hnh License No. G -105 421 - Fayetteville SC Sulbe 40 Raleigh, LNG 2760 - "`'`: - - ^:a? T 919.380.875 www.stewartinc.00 T EWART ,�.R NO.-� DATE ROJECT NO.: 00 1. N • t: 9* ® SEAL 32606 F F,O 6 N< R, Hnh License No. G -105 421 - Fayetteville SC Sulbe 40 Raleigh, LNG 2760 - "`'`: - - ^:a? T 919.380.875 www.stewartinc.00 T EWART ,�.R NO.-� DATE ROJECT NO.: 00 1. N �1 9* ® SEAL 32606 F F,O 6 N< R, Hnh License No. G -105 421 - Fayetteville SC Sulbe 40 Raleigh, LNG 2760 - "`'`: - - ^:a? T 919.380.875 www.stewartinc.00 T EWART ,�.R NO.-� DATE ROJECT NO.: 00 1. N CONST SHEET NO. LINE L FROM STATION TO STATION SIDE RT ESTIMATE (SY) 4 -L- L H+50 /J+00 RT LT 154.8J 4 -L- L 14+50 15+50 LT RT 72.06 4 -L- L 17+00 18+00 LT RT 7J,44 4 ®® L /7+00 18+50 RT LT 159.78 4 -L- L 20+00 21+00 LT LT 77,56 5 ® L 2J+00 25+50 LT RT 514,28 5 ® L 25+00 26+00 RT LT 81.61 5 ® 26+50 28+50 LT J07,JJ 6 ® J4+50 J8+00 LT J28 6 -L- J8+50 J9+50 RT 89.22 6U f0f AL,, 1858,11 M I 6ULLANMU6 MA` f I N& f 0 ff I Of AU9 A6 0 1 UG/f 0 OY f 4 IN& I NfR 200 f Of A L,, 2058,11 15AV 2100 CONST SHEET NO. PERAMNENT SOIL REINFORCEMENT AL4T LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 4 L 12+50 17+50 RT 946,22 4 L 15+00 22+50 LT 1272,89 495 L 18+00 24+00 RT 1485.17 59,6 L 25+50 37+50 RT 4788.61 59,6 L 3/+00 35+00 LT 334,22 6 L 36+50 37+50 LT 59,61 6 L 38+00 42+20 RT 537,17 6 L 38+50 42+50 LT 217.00 SEAL 32606 Firm license No. C-105 421 Faye ville St Suite 40) Paleigh, Wc 2760 T 919.3.0,18175 ? www.stewartinC.co T EWART CO NO.: 10-08926-01 IDATE: MAY 14, 2013 REVISIONS-: NO. I DATE + s ■ STEEL POSTS (QUANTITY VAR.) PLASTIC SLOPE DDAIN PIPE (12 IN.) TEMPORARY OR PERMANENT DITCH 10501 ;MIN.) UNCLASSIFIED MATERIAL OIR FIBER BAFFLE (SEE ROADWAY STD. DWG. NO. 1640001) STEEL POSTS WITH 61 :i l4Mil N101A=V12M: 0 SOIL STABILIZATION GEOTEXTILE COIR FIBER MAT r.T.fr.��►= 0 m ,101 llm NATURAL GROUND UNCLASSIFIED EARTH MATERIAL PLACE SEALANT WITH MINIMUM AROUND BARREL PIPE WIDTH OF 6 IN. CLASS B STONE PAD (4' x 4' x 1' MIN.) 1 a ,s r 18 IN. (MIN.). INOT TO SCALE i±+ 1. 3 a r t , n , , , ; :. } � r � 1. ,. v f : �, e ,. .. .. .:. :. '. ,. t is : � •. .. �, r } r. vie � k r' 4 t E r ■ F { 1 { t s 5 Y 1 a ,s r 18 IN. (MIN.). INOT TO SCALE firm SEAL° 036231 J,n mm MAY 14 am i±+ 1. firm SEAL° 036231 J,n mm MAY 14 am i±+ firm SEAL° 036231 J,n mm MAY 14 am