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HomeMy WebLinkAboutSW7120305_APPROVED PLANS_20120327STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW��D, DOC TYPE El CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE oiaI623a7 YYYYMMDD LEGEND copyright 2012 Hite associates 000 V4(�) a NOTES: 1 iF ANY PORTION OF WET DETENTION FACILITY IS USED FOR SEDIMENTATION AND EROSION CONTROL DURING CONSTRUCTION, FACILITY MUST CLEANED OUT AND RETURNED TO DESIGN STATE 2 UPON COMPLETION OF CONSTRUCTION OF THE SEDIMENT POND, ALL SEDIMENT SHALL BE REMOVED TO THE MINIMUM BOTTOM OF THE SEDIMENT POOL ELEVATION TO FINAL BOTTOM CONTOURS 3 CONTRACTOR SHALL INSTALL STILLING POOL, CONTROL STRUCTURE, PIPE, ROCK DAM AND FAIRCLOTH SKIMMER PRIOR TO EXCAVATION OF POND 4 TEMPORARY STOCKPILES SHALL BE PLACED IN DESIGNATED AREAS AS SHOWN ON PLANS AND SHALL BE PROTECTED WITH TEMPORARY SEDIMENT FENCING. SPOIL MATERIAL WILL BE DISPOSED OF OFF SITE TO AN APPROVED LOCATION. 5 THERE ARE WETLANDS ON THIS PROPERTY. 6 TOTAL DISTURBED AREA = APPROXIMATELY 33.0 ACRES NOTE: PROPERTY LINE AND EDGE OF WETAANDS LINE IS LIMITS OF DISTURBANCE LINE EXCEPT AS NOTED OTHERWISE. '"nQ t> ---------------- ii,'ibtitiii-4 i{iiiti r'i.4 i{{-:Its:-4c':fi it it{4t{.-"VTV:4tt,;',t 4 ti i 44 G i 4; ti'.:it it;-:L: tCit{i: i L.$�': 4iri;:C" Ott i:,4tt ii'fitti4,tti♦ :4d 4:L .:ttv :iti,{{iiiiii24t{it'L:.'i<dii44tiItit.•:ti:4riiii 4t4{t4.i{ti44itititti{4titti4 t •{t4{i4t t{Cs: i{t tit {i:iii. =iti;{Ct tt'.titt'.' 4t L. :4t:{ .i i .Lt tt t'G t4 �t -t �y'�''''.�I Rif iti.; 'yi 1 ;, I' t 4 ii t 4' tt:.: rt . 4it•i : i4.:iii ii: ..<. {tt: iS i<i+: LYti'1: .4:{-.{i':i t1W IN Ott{:{4'. 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L �' , I i4It� 1 �� IL 4(t4 El - EXISTING IRON PIPE UG - UNDERGROUND IPS - IRO9 PIPE SET OH - OVERHEAD —W—W— WATER LINE - PROPOSEDIEXISIING MRS - NO POINT SET L.F. - EXISTING IRON PIPE ECM - EXISTING CONCRETE MONUMENT F/F - FINISH FLOOR -""-'"�"--"--""-""-- 1' - 3' WATER LINE PROPOSED R/W - RIGHT OF WAY P/S - POINT OF SERVICE —SS—SS— SANITARY SEWER - EXISTING BIM - BENCH MARK W/M - WATER METER R/RS- RAILROAD SPIKE F/H - FIRE HYDRANT SANITARY SEWER - PROPOSED B/B - BACK OF CURB TO BACK OF CURB FES - FLARED END SECTION — FM FM FORCE MAIN - PROPOSED/EXISTING S/D - SIGHT '01STANCE H/W - HEAD WALL MBL - MI NI MIA+! BUI LOI NO LI NE B/O - BLOW OFF — OHE OHE OVERHEAD POWER - EXISTING R - RADIUS GV - GATE VALVE C/L - CENTERLINE BV - BALL VALVE — G G U.G. GAS LINE - EXISTING P/L - PROPERTY LINE EL. - ELEVATION — UE UE U.G. ELECTRICAL LINE - EXISTING H/C - HANDICAP PP - POWER POLE TC - TOP OF CURB/CONCRETE T/P - TELEPHONE/ PEA. — C/T C/T U.G. COMMUNICATIONS / TELEP/TPHONE TP - TOP OF PAVEMENT LIP - LIGHT POLE TW - TOP OF WALK CB - CATCH BASIN PROPOSED STORM DRAINAGE TCW - TOP OF CONCRETE WALK DI - DROP INLET TCP - TOP OF CONCRETE PAD DIP - DUCTILE IRON PIPE TO - TOP OF GRADE YI - YARD INLET TOG - TOP OF GRAVEL iNV - INVERT - -- . — - -• _ - EXISTING STORM DRAINAGE FG - FINISH GRADE C/O - CLEAN OUT E/P - EDGE OF PAVEMENT MH - MANHOLE +-42.00 PROPOSED SPOT ELEVATION C&G - CURB & GUTTER SS - SANITARY SEWER EP/EP -EDGE PVMT TO EDGE PVMT SO - STORM DRAIN + 43.25 EXISTING SPOT ELEVATION CMP - CORRUGATED METAL PIPE JB - JUNCTION BOX -, _ _ _ _- _ 42 -- - -- - - - EXISTING CONTOUR RCP - REINFORCED CONCRETE PIPE SC - SITE CONTRACTOR GC - GENERAL CONTRACTOR EC - ELECTRICAL CONTRACTOR 4 2 PROPOSED CONTOUR PC - PLUMBING CONTRACTOR MC - MECHANICAL CONTRACTOR X X Of FENCE LINE EROSION CONTROL LEGEND = m m m m LIMITS OF CONSTRUCTION / DISTURBANCE —SF— — ---o— — —SF- TEMPORARY SEDIMENT FENCE ��� TEMPORARY ROCK CHECK DAM MIN • .,, EXCELSIOR NETTING DITCH LINER IEI TEMPORARY STORM INLET SEDIMENT TRAP L - J:.��, STONE RIP RAP L£C£ND iS FOR REFERENCE OALY; SYMBOLS / ABBREVIATIONS SHOWN DO NOT NECESSARILY AM TO THIS PROJECT. - 11������ aft a" 1 4% ..&- ww wr ° 1 1 i i t Q 4 m i .y I `\ I ° . oil � I �,\ I ( D U — ` - _ � -- `- - _0___ - - — - - — - - - - ...-.-..... - _"-- - •-0 — - - — - - — - - _Q'_ - I __—_-------- - - -' -_ ---Q----il-----•--...�•__-----,---_-- - ------•------- _•. t t c +d q � ' ,0 4 '_ a a- a- a- a- a a- a b. a d°---------•--------_-vim- ___ _ - - - _ - -----------�---.---�---------F----------------------------------------------4-----a-----�--- P- ---- - - - - - - - - - - ---- -- - - -ff — rt - - -o - -------------- - I b .� � 1 0 - - -.------------------ --=- - ----_-_.-.___--------------�-_--. O a o//- — - - __ - - — - - — - - — __4__ 2_______ - - - - — - - — - - — - - — - - - - rs +•r HWY 13 _-� �\ 4 �/ I I L . '""` # L I I I - - . 1 I -I i I I I I I iti I (21 I I 8- I rC 4 ' I t I I . I I I r)("11 I OVERALL SITE PLAN ■ SCALE: 1" = 100'-O" . 100 0 50 100 200 300 FEET GRAPHIC :SCALE T\ EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDER- GROUND WORK SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXESTII+IG UTILITIES IN THE AREA OF THEIR WORK NOTIFY THE NC- ® PH ONE CALL CENTER AT 1-800-=4948 AT LEAST 48 HOURS PRIOR TO ft* fro COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES IN THE AREA MAY BE FLAGGED AND STAKED.ALSO CONTACT THE SCHOOL AINTENANCE DEPARTMENT TO LOCATE ANY PRIVATE U71LI- t� , Know whoft below. TIES IN THE AREA. CONTRACTOR SHALL USE ALL CARE NECESSARY Call before you Jig. WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO CONTAIN UNDERGROUND UTILITIES. INCLUDING HAND DIGGING- QR ' LL N &a&wc One -Call Center I \�� STORMWATER APPROVED,I. !i . 1.:-,€NTH CAI''" LIMA ENifIR'�N' NIA', MANAGEMENT COMMIS` K_i^; [AVISION GF VVA'-I � i::Uo I_l v - rC A " ' z_ sw . 0s l ,_1 ay to- �? . Gq*y 1 c 0 Y! 2 a 6 I - z K � = Q >✓ N N ==Z Q .1..r iv �� M �� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII = N cam W = as M10 Q W C� cc W j = Q cczt',� I� ,= 4IIIIIIIIIIIIIIIIIIII a Q) ■IMIIIIIIIII a z = Q GC N e G. �q o�QpRATION � r 00 !� /� �: J U �Ww Z � to t ... d z WP � /y NJ1 V @ `C �43 t? "...,H s1S3 IIIIIIIIIIIIIIIIIIIIII 0 0 (n N V_ M 0 C , V N O L• .� 1:°a N F ° U >0 -CO Z � 4-0 :3 U 0 0 U Z Ur t (1) — t W 0M Z L M In 0 C (1) 0 :) M T_ 3 a) z ---...-...-. 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' c > C C < t , C> F Fr F> E « F F e , E- i < En F e=, F, 3? 4 +m [w /= C- C•TV' 7 .��< F F, h 3 F>�C> F , F> <=, E= < i > E� e E F> F, <� F> F: C F, 1. <> h < F C, Y E> <: r%< <<> f== <', <=> i !, e=> C, !� t > < h E C ! h h !r F> E F> < - F cnjJ'j, % \ �E:> F-, h � t-s'--. � r-r 1Q3, FY h J�, Er- F>��`F-. -cr F> E=r <�, = F-,/-_ C Fr _-> !> F> F> Fr Fyc's`E"-�,`37§ E E=, F> i=> C-'> -- .� _ E, ?�9 r=-> v�- C <�r F> !- F, F� <<, !> %> t=• C-"r F, h h <> f F> F, !> <t, E CI •.'�11 \< �h3 �/s N. .^'o .� 43 t ' / E-> C c'[i F> F', �. �, � h F> <4 r'> F- t , r � ' -- `' '_ r, l <-, t F> F> F-• F> !:• <r"<=> i E� <-=• <-y c=, F r", <', - ,- <-� ,- � E _ �� 9 � - _ + � �- _- •� , r, G F: � r'> �, Fr l F: F> � F> Fr .> F, Fy F-r F, F, c-• F-, C, <'• < �. - � � _ � .s��9 IoI / 'F`E".• F=, t-, E F> i-. c'-- -�-r r`-.- E t=> e'> F: aj� / t��c'`� F> Fr E-r ,�-' h �=> h• E=> F=> �=> F> t'-, � e=, F-, c���F= �'4-�cT�y'�-7 F, e`> F, Fr h F cy E� < !,-> f h h � :� e� F-' E=> <=• F, t=' <: F-r E, C C F� r'> !, F> t=> � � F, •,�;- F- c� <� �. \ ? +a l '-� � w r r��-- � 3 ' # � II x °' 1p°j,`r' h h F-: F>.=, C. F'-. ,-> tr> F> , . . , <� <=: <=, iE�, , . Fr F. C=> f, <:, <> F, <r> F> <=> !.' e'> C--"> F-- i--> F F-• « i > E. -- J _�-lop 51) F> F> H F � !, F~ <% f} .�=, 1.---, F, F, t� F, f�, E <� F-. c`> C, C-r F- F Fr C E t",�Ci�, e-> Fy c�=, t=, `> <-• E, ��-• < S = '--tz_F> _i-> <=, E=s F, � G7'^Er' �• '�> � ' zs 1 ;I rJ / I U --> <--, f ,% C> F, <�> Fr C E> .> _ F> E--, F= i �• f-. <=,S3r 0 <� F C=: <�- r-- �: F> C: i F-, '-� l t' F� --Fr��, t=, �: F.• _ ?6 0 �u F. t : C E F>�c C I: E-' <> F> t ems• F E e , <'-r E> ' ` - +3?>sS wl f C • . <- <F> \y e Fr=�ey c l f<' ry h F- F F i h F• !. h F• F, C-/<� F c F, e=`,�E- C> ` l +3zq �`<\\yF> t", F F� !, i, F��El4'> E� < E�> e`-. F-. <�> <� c=' E F, .= F• F> E-, r'r E> f=r F f�i� F=, i� t:> t= < t � C-�: <=> •', <�, t e=- +age ¢ � �� F7 E, F> <=, C <<, �. <r: F> e=> F> <-' F:- F;;• h F• C: � F> e`-- F-> F> F> h �-> C-> E-:' <;-, C, .r-'., �., _ v_ \Rso �G• \y c�• [ F7 F, E > <-, E : > C. G F> F> c� < Fy l: r> -/� F> C <", h <==> C, E> E� F yA? $ +a9 - �1Iy' /I cPF, F>> t 67 `'gQIVIL ENGINEERIN ONSULTANT: < < F> .�. <=• F-• i �i3 F> f " <' W242' - i'ne3�ss z m w�' � <' F, <:, < F> :=, � y� � 3S'�5" J.S. JAIL I ENGINEERING, PA r�9 }. J1 ( ) S, w O; � ',('`� •, F=, <� .:7 F- F,.�F�F_ ~ � �a�� :a � 1 C-3754 1 <TI F> <� r. °a, , J.S. JANOWSKI, P.E. 1 +J?eq r+�dMl1 .3n1Sn i P.O.B. 2792 ?9s! { / \ WINTERVILLE, NC 28590 + q (252) 714-3002 33 fi � O v o a �• N �° m a z o m o 0N m fl N N Bertie Nevi ount High Sch Bertie County Schools 716 US 13 North / NCDPS Unit 080 -- School 312 Windsor / Bertie County / North Carolina N Pc-SOCIArFs r CERTIFICATE 324�• NUMBER q 418 = ell •. t .�,. GIN . •' �, •� �',� ��'@' HEN S Pr;.••'� cRFENVII-�-� No Date Revision in copyright 2012 Hite associates STORMWATER WETLAND PLANTING SPECIFICATION 1. All herbaceous plants within the wetland proper (shallow water and shallow land zones) shall be installed between March 15 and July 31. 2. Unless otherwise designated, plants should be installed as large drifts (i.e., masses of a single species) within their respective planting areas. 3. Install a slow release fertilizer tablet next to each plant within the wetland proper. For herbaceous species use Ag Safe Aquatic -Tabs 20-10-5, 90 day continuous feeding, 5 grams, or equivalent. For trees and shrubs use Agrifrom 20-10-5 Plus Minors Planting Tablets, 2 year slow release or equivalent. 4. All plants shall be directly descended from individuals growing wild within 200 miles of the project site. If suitable stock cannot be obtained, plants of other genetic provenances may be utilized with the approval of the Owner or Owner's Representative. 5. Plant material should conform to American Standard Nursery Stock, published by the American Association of Nurserymen. 6. All plant material to be container grown plants of at least 4.5 cubic inches capacity, 7. Recommended plants for permanent shallow water (0" to 6" deep). 20% of total number of plants should be of each species and planted in a natural flowing arrangement. a.Acorus calamus (Sweet Flag) b.Cladium jamaicense (Sawgrass) c.Peltandra virginica (Arrow Arum) d.Sagittaria latifolia Duck Potato) e.Schoenoplectus to ernaemontani (Softstem Bulrush) POND SURFACE AREA 47,226 S.F. AQUATIC SHELF SURFACE AREA (S.F) 11,073 S.F. TOTAL NUMBER OF PLANTS SPACED AT 24" O.C. = 2,768 ADD (1) ONE TREE FOR EVERY 30000 SQUARE FEET OF HIGH MARSH SURFACE AREA. FINAL TREE PLACEMENT SHOWN ON PLANS. CARPINUS CAROLINIANA (MUSCELEWOOD), BETULA NIGRA (RIVER BIRCH), NYSSQ4 BIFLORA (SWAMP BALCKGUM) ARE THE SUITABLE TREES TO USE. Total trees = CONSTRUCTED WETLAND CONSTRUCTION SCHEDULE; 1. Clear and grub wetland area. 2. Excavate constructed wetlands area to rough elevation stockpile soil in proposed berm area. 3. Install erosion control measures to stabilize pond area. 4. Install outlet structure. 5. When site has been stabilized with temporary seeding, cabc and curb and gutter, clean sediment out of wetlands basin and prepare basin for planting, call pitt county public utility department stormwater department. 6. Install wetlands vegetation per specifications wetlands. 7. Permanent seed banks and slopes of berm and area. J= MAINTENANCE PLAN FREQUENCY - INSPECTION ACTIVITIES - AFTER CONSTRUCTION INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILITY, VEGETATION GROWTH, DRAINAGE SYSTEM FUNCTIONING, AND STRUCTURAL DAMAGE. SEMI-ANNUAL INSPECTION - INSPECT FOR INVASIVE VEGETATION, DIFFERENTIAL SETTLEMENT, CRACKING; EROSION, LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT; THE CONDITION OF THE RIPRAP IN THE INLET, OUTLET, AND PILOT CHANNELS; SEDIMENT ACCUMULATION IN THE BASIN; CLOGGING OF OUTLET; AND THE VIGOR AND DENSITY OF THE VEGETATION ON THE BASIN SIDE SLOPES AND FLOOR. CORRECT OBSERVED PROBLEMS AS NECESSARY. - INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET/OUTLET STRUCTURES. REPAIR AS NECESSARY. -_ -NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING OIL ON WATER SURFACE. -MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND FOREBAY. -EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEBRIS AND ARE OPERATIONAL. - .' FREQUENCY - MAINTENANCE ACTIVITIES ONE-TIME -REPLACE WETLAND VEGETATION TO MAINTAIN AT LEAST 50% OF SURFACE AREA COVERAGE IN WETLAND PLANTS AFTER THE SECOND GROWING SEASON. - AS NEEDED MAINTENANCE -REPAIR UNDERCUT AREAS, EROSION TO BANKS, AND BOTTOM AS REQUIRED, WHERE PERMITTED BY THE DEPARTMENT OF FISH AND GAME OR OTHER AGENCY REGULATIONS, STOCK CONSTRUCTED WETLANDS REGULARLY WITH MOSQUITO i FISH (GAMBUSIA SPP.) TO ENHANCE NATURAL MOSQUITO AND MIDGE CONTROL. FREQUENT (3 TO 4 TIMES PER YEAR) _ -CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES. -MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS. REMOVE LITTER AND DEBRIS FROM BANKS, BASIN BOTTOM, TRASH -� .J RACKS, OUTLET STRUCTURES, AND VALVES AS REQUIRED. ANNUAL MAINTENANCE (IF NEEDED) -SUPPLEMENT WETLAND PLANTS IF A SIGNIFICANT PORTION HAVE NOT ESTABLISHED (AT LEAST 50 % OF THE SURFACE AREA). -REMOVE NUISANCE PLANT SPECIES. -CLEAN FOREBAY TO AVOID ACCUMULATION IN MAIN WETLAND AREA TO MINIMIZE WHEN THE MAIN WETLAND AREA NEEDS TO BE CLEANED. -HARVEST PLANT SPECIES IF VEGETATION BECOMES TOO THICK CAUSING FLOW BACKUP AND FLOODING. MORE FREQUENT PLANT HARVESTING MAY BE REQUIRED BY LOCAL VECTOR CONTROL AGENCIES. -MONITOR SEDIMENT ACCUMULATIONS, AND REMOVE SEDIMENT WHEN THE ACCUMULATED SEDIMENT VOLUME EXCEEDS 10-20 % OF THE BASIN VOLUME, PLANTS ARE "CHOKED" WITH SEDIMENT, OR THE WETLAND BECOMES EUTROPHIC. IT IS SUGGESTED THAT THE MAIN AREA BE CLEANED ONE HALF AT A TIME WITH AT LEAST ONE GROWING SEASON IN BETWEEN CLEANINGS. THIS WILL HELP TO PRESERVE THE VEGETATION AND ENABLE THE WETLAND TO RECOVER MORE QUICKLY FROM THE CLEANING. -FERTILIZE NEW VEGETATION ONE TIME ONLY. THE OWNER SHALL NOT FERTILIZE VEGETATION AFTER THE INITIAL OCCURRENCE. SEEDING AND MULCHING SCHEDULE PER ACRE THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER. LIME 2 Tons per Acre 10-10-20 1,000 LB per Acre 0-20-0 500 Lb per Acre STRAW MULCH 2 TONS/AC (AFTER SEEDING) ASPHALT TACK 200 GAL/TON OF MULCH JANUARY 1-DECEMBER 31 50# Tall Fescue HACKFILL OVER 5# Centipede PIPE 50# Pensacola Bahiagrass 500# Fertilizer 4000# LI m eston a EL. 30.00' - - - _. - - - - --- _ _ -_ _ _ - -- _ ._ _. -- .-..._ -. _- .._ .. _ _- .._ __ _._ W ._ __ __ ._ - ._ _ _ __ _. _ -._ _. _ _ _ _ .-• - - -- -- -- _.. __ ._. _- .- -- ._. -_ ._ -. - .- -- _ - -- _ -- -- _ -- .._ __ _. -- -. _.. - -- _ - -- _ _ • -_ -_. _ _ .- -- - _ -- _ _ ._ _ _ _ _.. - 4" PVC SKIMMER SEE TEMPORARY HORSESHOE EL. 25.00' - - - - - - _ ._, -_.._ _ _ _. -- -- -. _ -- _ __ _ ._ _ _ __ _ _ _ _-. _ -_ .- -. --.- _ -- --_ _ _ --. _- _ CONTROL STRUCTURE _ __ __. ROCK CHECK DAM SHEET C-303.2. REMOVE - -- -. 4- - _ __ _. _ ._ _. _ ..- _.._ _. __. _ . _. .. __ _., __ _ ._ _ _ -- - _ -. _ -- ._• -• .- _ _ ._ . _ __ _ _ .. -_ _ ._., ._ __ . _- -Ar END OF -PROJECT AND SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS: INSTALL SANITARY TEE JAN VARY 1-DECEMBER 31 EL. 2e.00' - 75# Tali Fescue EL. 27.00' - -- - - -. _- 50# Centipede EL.26,00' ._ _. __ - - _ -- ----- -- -- _ - -- --- - - - _ -- '--.--..-h------------- 500# FertilizerEL_ 4000#Limestone _. _• __ _.. -- -- .-- _ _ -_. _ _ .. _. _- -- _ -- -- _ ..- _ __ DOUBLE 18" RCP PIPES (PARALLEL) _ WATER SURFACE­_24,50' EL.24.00' -- --- -- - - _ ---- ---- --- - - -- _ _. - ---- - _ _ _ - -- -- ---- TEMPORARY SEEDING EL.23.00' _ _ - - _ - - - - - 2 EL.22.00' - "COOL SEASON" PLANTED BETWEEN 15 AUGUST AND 15 APRIL 120# RYE GRAIN (NO RYE GRASS) EL. 21.00- EL. 20.00' "WARM SEASON" PLANTED BETWEEN 15 APRIL AND 15 AUGUST 65# GERMAN BROWN TOP OR FOX TAIL MILLET 3/4" CHAMFER 8.. 4'-0" g TOP OF WALL ALL SIDES TOP HEADWALL EL,- 28.00' TOP GRATE EL.- 26.85' O O O O O + rAM 4 24" RCP DOUBLE 24" RCP INVERT. • 24.50' \ / BOTTOM BOX - 23.50' 5 VERTICAL BARS a 12'O.C. EACH NAY - "tl � �c � f 3Y , § �• ., oa` v t 12" STONE BASE 7'-4" SECTION B-B 304.5 HORSESHOE ROCK DAM SCREW ON CAP iT ry+ y4, REMOVE PVC SKIMMER AND FLEX PIPE COMPLETE AT ao -.END OF PROJECT. INSTALL SANITARY TEE AS SHOWN 4" PVC ORW*E *A � r N � b 6 1• L 3x2V2"xk/4" STEEL 5'-4 ANGLE. SOLT TO CONCRETE ALUMINUM BAR GRATING y WITH SST. EXPANSION BOLTS — STANDARD MESH CUT TO FIT 8" 4'-0" 9 &„ AS REQUIRED. FLUSH WITH TOP OF BOX. EXTEND CONCRETE HEADWALL. 4 ALUMINUM BAR GRATING STANDARD MESH CUT TO FIT 3x2%2"xi/4" STEEL TOP HEADWALL EL.- 28.00' FLUSH WITH TOP OF BOX. ANGLE. BOLT TO CONCRETE —WITH ZZ SST. EXPANSION BOLTS �p AS REQUIRED. • 5 REINF. BARS 0 12" O.C. E.W. 4 TOP GRATE EL- 2fi.65' —�d DOUBLE 24" RCP g • 5 REINF. BARS 06 DOUBLE 24" RCP INVERT. 24.50' _ _ _ _ _ - _ - _ _ _ �° � � � 1\2FIT'o~ a 12" O.C. E.W. TEMPORARY FAIRCLOTH SKIMMER, SEE DETAIL BOTTOM BOX - 23.50' C-303 ,i s �,- •S{ �..t � 7 :`�-, � -,�i:dl �';7F'b :V.hl�`=-i�'vY��r. b)'-. .t'rr. aF.k%' CS'YT1 5 VERTICAL BARS 0 12" O.C. EACH WAY 12" STONE BASE IL SECTION A -A 304,4 WE?„ DETENTION CONTROL STRUCTURE CONTROL STRUCTURE 24" FES OUTLET INVERT-24.00' ROCK HORSESHOE CHECK DAM bVLI�OUTLET PIPE El El Et EI ` El 1 ; ` .\ EL AQUATIC SHELF '\ 11.073 S.F. \ EL EL ��- ��. DETENTION - AREA \' \ E E 20.X 20' x 22 THICK w CLASS , B., RIP RAP 1_ \ 42" FES FORBAY INVERT-24.50' 1 304,3 WET - ISOMETRIC `�W�°�L•A L. 21.00' L. 20.00' 11 T-a„ LOW n �� A 304.2 SECTION - AQUATIC SHELF 81 'Kit 0 �N 0 M 4 low � 'J Z N W co CA Ca DC rW� irr L` Z W N. `o W N � N C• eo�ppRAT1oN F .._ J. _7 I-'_' v 'mz V • LU `V ' �- Z _- •• Lit �o'� ; �L � �: � U3 p ai � Z S • � : -.. �YUzQjN w ; a •• .• r CD o'••. �.• .••' W •••• e .os• Q 0 r / IN M o c Z N IU o O C3 0 ° 4-1 r t. o o0zU � 0 'o o Z rt '- t 0 Z� m L r o C a) U) C� a) Z Project No. 21131 Dote: 4 January 2012 Drawing no. 304