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Home My WebLink AboutSW7080935_APPROVED PLANS_20090218STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW_:Z&2� DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE Z, �/� YYYYMMDD :I IF t H 0 a M SITE Ha=OMQ� 0 VICINITY MAP SHEET INDEX 1 COV COVER SHEET 2 CAI00 EXISTING CONDITIONS 3 C200 DEMOLITION PLAN 4 C300 SITE PLAN 5 C400 GRADING & EROSION CONTROL PLAN 6 C500 STORM DRAINAGE PLAN 7 C900 SITE DETAILS 8 C901 EROSION CONTROL DETAILS 9 C902 STORNUDRAINAGE DETAILS 10 1 IGHT-INN BETA11 Q 42 E2 DATUM CHART 8.50 NGVD29 7.57 NAVD88 "COAST" NGVD29 =0 8.50 NAVD88 =0 7.57 NAVD88 -0.93 0.00 NGVD29 0.00 0.93 ELEVATIONS ON PLAN VIEWS ARE BASED ON NGVD29. TO ADJUST TO NAVD88, SUBTRACT 0.93' FROM ALL PLOTTED ELEVATIONS. ELIZABETH CITY STATE UNIVERSITY ROE -BUCK STADIUM PARKING LOT PROJECT LOCATION: ROEBUCK PARKING LOT ON THE ELIZABETH CITY STATE UNIVERSITY CAMPUS TYPE OF WORK: STATE PROJECT REFERENCE NO. SHEET No. I sHTAL EETS N. C. H7004.00 CO VI 12 PARKING LOT DESIGN, GRADING, EROSION CONTROL, STORM DRAINAGE, LANDSCAPING IVPtC • 15'IKT'_- 5'�� ,s"0.B M1WIIKT Y bAlsyl NER RINGTON ROAD WIP as xv. .er wvra.s BHP 11HP _ _ -- _ 00_ _ _ _ _ 0 0 0 0 b . 12 eA. i T S1 nP ` PAI9XCNE rt FIE CPM 80X + A FlHALT / e X wA.j27 SEC' s a I _ x BOIat y,,,P WM 6YAVntl ` ti 10 IY.kET BCOTI Y WN _ X 4S9NKi Ails x w tdl \ u ELIZABETH CITY STATE UNIVERSITY OWNER: 1704 Weeksville Road, Elizabeth Citv, North Carolina 27909 STEWART CIVIL ENGINEER: 421 Fayetteville St., Suite 400, Raleigh, North Carolina 27601 LIGHTHOUSE ENGINEERING LIGHTING ENGINEER: 400 West Morean St., Suite 100. Raleigh. NC 27603 ISSUED: Prepared in the Office of: HYDRAULICS ENGINEER APRIL 21, 2008 REVISED: OCTOBER 28, 2008 421 Fayetteville Street Mall Suite 400 0 Raleigh, 27601 T 919.380.0.8750 S = F 919.380.8752 z www.stewart-eng.com t; S T E W A R T d 'Srzoos: All aocumcots aid <amulauons mcwamg comppter ales, d1malso and specification prepared cry arc Engineering, Inc. are instruments or prokssional service intended An cod -time use. They are subject 1.copMgM and other property right laws and shall remain me property cNtowert Fgmeering, Inc. They are not to b¢ copied, modified, or changed In any manner whatsoever nor assignai to a M'rcd party without prior wntten pennlssion of Stewart Erp'me ors" Inc. APPROVED `=� bl - NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DIVISION OF WATER QUALITY Da;�J§t v6 - 1 S , 20�Qa Stomn': r Permit NoS�UgCJ �3S FEB 1 0 2G"3 LETTING DATE: P.E. ELIZABETH CITY UNIVERSITY SIGNATURE: REPRESENTATIVE J I F t 6 I- Z L,I U U tWY Q 3 0 In W Z w 0 U (� Z Z O_ a Cn Lv m 0_ O O N N N of 0 w z p F'� • x p`L / o'h �T _ FQ9 1p. AS, x p'� od oNe INV. 18*RCP INV.—_7.73f I / 71 00 1 Ix11 CV r I �� A p 7� ••// �v Ra8.33'. Q°•• J IN(E),6.003 . OUT=5.83' c \ ' C �? - _ RCP _ =/ x SA 'RCP— ASPHALT �p0 ` \ 0�.W—'_._._ _._._.-6"W— U `L •. 5 a 0•` '� o,• Q0• QA• h Q O p0 G'` h > 0 e r h o o e Q �y a Qo• eb QA• a'` 0 �`' �,� a9 �� tiA Q9• �,� �Q o o p /,,b• ,o. •. �pV\ �9. o p. F, 9. FQ ASPHALT �Q p. F. A• ''p _. — —10— �9— x �_ — — x x �, i �Ax x e� x �o x HE RINGTON ROAD ---------------- OHP OHP OHP OHP OHP OHP OHP _ _ _ (( �j VAULT _ _ N13'12 31 �((''�j 726.00 _ _ _ _ _ FO _ x�h po o a '0 OD 12CM �+�, 0 '4 J n'�a�7 0� J 0 '�.�J 0 x 0— 0 0 _� �2� ��J 0� _0 0 0 0 0 x4CA m 12CM IN-5 29' `(12�C,7M� FD �12CM 12CM F 12CM 12CM 12CMCM 1 12CM 12CM 12CM FO 12CM 12CM 1 CM—x - o �, FO 12CM 12CM � 0 12CM 12CM'� F�CM 12��'�-�CM F = .31 0 01 09 \ IPr FIBER OPTIC B i /.y FIBER OPTIC BOX \ �• 3 x ASPHALTXCI () N� ° 40AK 2 \ 3 STATE OF NORTH !� 9� em x CAROUNA ' DEED BOOK 374, SHED ^� �o h �• �- x3 _ PAGE 198 I EXISTING GRAVEL DRIVEWAY (TYP.) R-10.07' J° INV.=5.0T VM O Q A� El 10"PVC L L l EXISTING CONCRETE DRIVEWAY (TYP.) x NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE CONSTRUCTION STANDARDS AND SPECIFICATIONS. 2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART ENGINEERING, INC. 3. CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL AT 1-800-632-4949 TO HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION OR EXCAVATION ON —SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN INDEPENDENT LOCATOR SERVICE. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES OR CONFLICTS TO THE ENGINEER. 4. TICKETBOOTH SIZE AND LOCATION ARE PAVED ON FIELD MEASUREMENTS COMPLETED SEPARATE FROM THE FIELD SURVEY. I I FIBER OPTIC BOX R=9.16' OUT=6.69' R=9.11' z UNABLE TO (n1 12PT ACCESS Y �\ 15�T_ I O' :15 RCP INV. Ai�_— — _ IPF x cj e• Pip LIGHT 12CM - POLE • x BASE • 0 A X X X X X X IO'CLF IO'CLF X X80A -- 3 6MAP 6MAP 6MAP CD TICKET BOOTH A6 ® X O'CLF X X X X Cl ` -70 �� ASPHALT 4HIC 11 6 0 xlb1� �'k �G � �G90ry C�Op ph �'.` x0� k'O � xa'� ti x N / tlz p 0, 9k 0 A x x A� 6 x$• � g• BLEACHERS 1 SURVEY CONTROL POINT IRON PIPE FOUND STORM DRAIN MANHOLE STORM DRAIN INLET STORM DRAIN INLET SANITARY MANHOLE SANITARY CLEANOUT HYDRANT WATER VALVE WATER METER POST INDICATOR VALVE TELEPHONE MANHOLE TELEPHONE PEDESTAL ELECTRIC BOX LIGHT POLE POWER POLE GUY WIRE BOLLARD LEGEND —X_Qx_ FIFE DIP PVC RCP CPP CMP CB MID W E E E E e e— —F F SIGN OVERHEAD POWER CHAIN LINK FENCE FINISHED FLOOR ELEVATION DUCTILE IRON PIPE POLYVINYL CHLORIDE PIPE REINFORCED CONCRETE PIPE CORRUGATED PLASTIC PIPE CORRUGATED METAL PIPE CATCH BASIN MAILBOX WA7ER LINE* SANITARY SEWER LINE* PRIMARY ELECTRICAL LINE* SECONDARY ELECTRICAL UNE* LIGH7ING ELEC7RICAL LINE* FUEL OIL UNE* * FROM PLANS ENTITLED " BY DA7ED TREE LEGEND PO PIN OAK PT PINE MAP MAPLE CE CEDAR HT HOLLY GUM GUM OAK OAK DOG DOGWOOD CM CRAPE MYRTLE HIC HICKORY SYC SYCAMORE BP BRADFORD PEAR Cl PECAN LT POPLAR UR ELM EXAMPLE: 10PT = 10' PINE ;_: 11 •= co••"In 1 11111Ay-0-NFL Sf N Qiffi74111Y ( I c =IMPUP W a aw MAN 10X5• _ _,5'�y 10.0 MCI17' OW COORMA1111 \ NN 203522RAOr c . a 7.81• NOY•40 SCALE: 1 "=50' C0 Ip • I INV.-6.33' PAYPHONE 1 � 9 \9 sr\ \ Cb �i9s �ry F 0 SHD ED- - X \ GATE Q xe_ • ' _Jo J" ;iF�10 10 X A ` z� 1 rn ry '� I 'o / GRAPHIC SCALE ( IN FEET ) 1 inch = 30 1t. EXISTING CONDITIONS 421 Fayetteville Street Mall Suite 400 0 Raleigh, INC27601 T 919.380.8750 = F 919.380.8752 z° www.stewart-eng.com S m v S T E W A R T 02MO: All dowdefr s and calculations Ndudlrg computer files, drawings, and spenhcation prepared by Stewart Engineering, Inc. are Inm struents of professional servlte Intended for o r-11me use. They are subject to mpyright and other property, right laws and shall mmaln the property of3tewert Engineering, Inc. They are not to be Waited, modilled, or changed in any manner whatsoever nor assigned of a third party without prior written permission of Stewart Engineering, Ins. PROJECT REFERENCE N0. SHEET NO. H7004.00 C100 DESIGN HYDRAULICS ENGINEER ENGINEER `li'yuuluyp,� �o��N CAR04s,,% ` 2r o ASS N�� _ Q _ L 7 A OIL f1eg,2vn.�y 2.co4 DO NOT USE FOR CONSTRUCTION r F H Z W O U 3 W F- UZ U W Q (n O Z Z O ri d I! U5 LIJ 00 N N N N 00 N F p R w k0 k9' in — 'A �QO 10; ASPHALT )< 00 SNP INV.=6.9F' 18"RCP NOTES: - 6. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND t. ALL CONSTRUCTION SHALL BE IN BE IN FEDERAL REQUIREMENTS REGARDING THE ACCORDANCE WITH NORTH A REMOVAL AND DISPOSAL OF MATERIALS STATE CONSTRUCTION STANDARDS AND AND DEBRIS. SPECIFICATIONS. 7• THE CONTRACTOR SHALL REMOVE 2. EXISTING SURVEY INFORMATION EXISTING CONCRETE (WHERE REQUIRED) INCLUDING TOPOGRAPHIC INFORMATION TO THE FIRST COLD JOINT OR SAW CUT PROVIDED BY STEWART ENGINEERING, TO OBTAIN A CLEAN EDGE FOR NEW INC. CONSTRUCTION. 3. CONTRACTOR SHALL CALL NORTH 8. THE CONTRACTOR SHALL REMOVE CAROL1-800 6 ONE CALL AT 1—STING 2-4949 TO HAVE ALL EXISTING ASPHALT (WHERE REQUIRED) EXISTING UTILITIES LOCATED LEAST AT THE LIMITS OF THE NEW CURB & 48 HOURS PRIOR TO BEGINNING OF IN GUTTER TO OBTAIN A CLEAN EDGE. CONSTRUCTION OR EXCAVATION ON —SITE. 9. TEMPORARY TREE PROTECTION FENCE THE CONTRACTOR SHALL BE AND EROSION CONTROL MEASURES RESPONSIBLE FOR CONTACTING ANY SHALL BE INSTALLED PRIOR TO LOCAL UTILITIES THAT PROVIDE THEIR DEMOLITION OPERATIONS. REFER TO THE OWN INDEPENDENT LOCATOR SERVICE. APPROVED EROSION CONTROL PLAN FOR THE CONTRACTOR SHALL IMMEDIATELY CONSTRUCTION SEQUENCE. REPORT ANY DISCREPANCIES OR 10. THE CONTRACTOR SHALL BE CONFLICTS TO THE ENGINEER. RESPONSIBLE FOR KEEPING THE SITE 4. THE CONTRACTOR SHALL BE FREE FROM ACCUMULATIONS OF WASTE RESPONSIBLE FOR OBTAINING ALL MATERIALS CAUSED BY THE REQUIRED PERMITS. CONTRACTOR AND CONTRACTOR 5. THE CONTRACTOR SHALL BE COORDINATE EMPLOYEES. THE RELOCATION OF EXISTING UTILITIES WITH THE LOCAL UTILITY PROVIDERS. eoV '� •/ �'j R=8.33' J SOT < e Y N(NE)=6�Z �� T �e0� IN(E)=6.03 - \ `. OUT-5.83' FIBER OPTIC BOX a OUT=6.69' RC\ g 12PT UNABLE TO Y i O O �g �� !v •� x y '� � ACCESS 1' R=10.07' - Jl '_ I dry �` !L 1:y /1• p1' / \ ' 15'j_ INV.=5.07" J \ �. 3:1 �i1 Jii \?J \?J. `" ^. _— ) v�_\ 0 _70— I_ -1. 0� 10"PVC y`: 'O� ., 1 ^6 0� ° ?�S"RCP _ 15"RCP 0 )� I tis / i� �� —x-J-5♦Rx �� 5"RCP-- ASPHALT `OA•� ... _ 0 .: 6"W_._._.�—._ _._6"W_._ .____t1'` —8"W _ _ _ _fig.-6 W O. �G I� 4BP 1)b, 0LO 10 COD �q • �� coll4B3P0 ASPHALT G00 l o N Qom• • \ 40AK(2) SHED Cpp 3 x I INV---7.73`I I 04' O� h o `� 6� 00 "� py c' 1 e0 O� �Q0 O"a iQ 'j, iQ n o 4. O. •` pyq ,�O. '� o, ASPHALT F, o• 4— o x _ — k --- x k k x x H�RINGTON ROAOx �� _ — — — — ^� — — o,ri. cl,' ova e 9Ib° Fe 4e 4e �e Fed �9 �QA FeQ �e� �Q0 Fed _ 14 �- - 25 X —SECTION OF DHP OHP OHP ]Hp UHD OHP �`— VAULT N13'12 31 W 726,00' — Fo — F❑ — 12CM 2' R=9.04' 12CM O 12CM 12CM 12CM 6 p 12CM 12CM t�CM 12CM_._ ,�" 7FO M 12CM 12CM FO _ 12CM 12CM 0 1 CbF—k —TZC F� FO 72CM 12CM O 12CM 21 CM�-- ZCM ININ=5.29' F❑ �- FCj F 6 0, - OUT=5.3, FIBER OPTIC BOX--LL !-_' / O EXISTING GRAVEL \ \ AREA TO FEE 3 \ REMOVED / 9/ \ C� EXISTING GRAVEL j AREA TO BE N/F 30' AIN LINK REMOVED STATE OF NORTH FENCV TO BE k ' CAROLINA REMOVED AND DEED BOOK 374, REPLACED BY " PAGE 198 CON7CTOR I K. 1 ir'rl r 1O'CLF ` ' 3 — e oMA' 6M14A^ 6MAP r 7 C::� O'CLF THIS SECTIOW OF tio° CURB & GUTTER TO BE REMOVED ! i x x I "o' " ASPHALT LEGEND EXISTING CURB & GUTTER TO BE REMOVED EXISTING GRAVEL TO BE REMOVED v x' EXISTING TREELINE TO BE REMOVED X TICKET 3007H .. GNIC i i, a ,ry c. k° IPF LIGHT POLE • BASE-1 • & �C'_, PAYPHONE a • n. a• • q � 1 � 9 ��2 \ \ Rey k SH�D � kc Ems- 1, X r Fk1A�J � 3 i GRAPHIC SCALE ( IN FEET ) I inch = SO ft. EXISTING,xSHED °RELOCATED -- -X ON SIDE 3WNER o F 421 Fayetteville Street Mall Suite 400 0 Raleigh, NC 27601 T 919.380.8750 = F 919.380.8752 z° x www.stewart-eng.com '1 S T E W A R T 020W: All comments and calculations Including computer files, drawings, and specification pcepwan by Stewart Engineering, Im. am Instruments M professional service intended for one-time use. They are sub]ttt to mpyrlght and o1M1er property right laws and shall remain the poperty o5twe art Engineering, Inc. They are not to be mpled, modified, or changed in any manner whatsoever nor assigned to a 11hiN parry without prior written perml5slon of Stewart Engineering, Inc. PROJECT REFERENCE NO. SHEET NO. H7004.00 C200 DESIGN HYDRAULICS ENGINEER ENGINEER `t1111111i111 g,y FSSQ�C�" r a'4 Imo` /lr tiNaaM O `` � 1^ Nl/i llOfi```` og fr_b2VAj-y asoq DEMOLITION PLAN 0N0TUSEbl oa )t aucTlONr r t E F It r Z W 0 0 U 3 H� W O O Z U W :2 O 0U C) cn ozz LLJ 0 aa¢ w 000 N W N O O O- N NM r\ - GG "EL ASPHALT ASPHALT HERRINGTON ROAD IPF BP 40AK CD 0 o 0 4g to O ASPHALT 04Bp i O 40AK(2) EJ ip SHED t cv o In 'D i iOAK 1 j �{�7j ��—`'7j— N13*112'''31"W�(_7j_ 726.0�0'' �j_ _�( 1j 20 12CM 0 '4,t \..",j 0 `4,j 0 '4,f L.,t '�,,.0 `C.,.� 0 N In 05\�7 7 57 SPACESUi 30" CONCRETE CURB & GUTTER (TYP.) /�� TA E N FF 0 TH ////////Y1777 54 SPACES p CABOOK 374, Fvf CONCRETE WHEEL ~ 53 SPACESPAGE 198 STOP (TYP.) rn— — — — \ x w v - - - x - - - X 6IV, AP..C-1 At = ...J" ' o'cLF x ❑ RELOCATED 10' --k - --- x x — x -- --- x ..- - -_�� HIGH CHAIN LINK FENCE I � )7 BLEACHERS } 1<11 t� 1 r NOTES: 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE SITE 1. ALL CONSTRUCTION SHALL BE IN FREE FROM ACCUMULATIONS OF ACCORDANCE WITH NORTH CAROLINA WASTE MATERIALS CAUSED BY THE STATE CONSTRUCTION STANDARDS S CONTRACTOR AND CONTRACTOR AND SPECIFICATIONS. EMPLOYEES. 2. EXISTING SURVEY INFORMATION 7, WITHIN THE SIGHT TRIANGLES SHOWN INCLUDING TOPOGRAPHIC ON THIS PLAN, NO OBSTRUCTIONS INFORMATION PROVIDED BY STEWART BETWEEN 2 FEET AND 8 FEET IN ENGINEERING, INC. HEIGHT ABOVE THE CURB LINE 3. THE CONTRACTOR SHALL BE ELEVATION SHALL BE LOCATED IN RESPONSIBLE FOR OBTAINING ALL WHOLE OR PART. OBSTRUCTIONS REQUIRED PERMITS. INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, 4. EXISTING UTILITIES AND STRUCTURES SIGN, OR OTHER OBJECT. SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD 8. ALL DIMENSIONS ARE IN RADII, TO SURVEY AND THE BEST AVAILABLE OUTSIDE FACE OF BUILDING, AND/OR RECORD DRAWINGS. THE TO EDGE OF PAVEMENT UNLESS CONTRACTOR SHALL BE RESPONSIBLE NOTED OTHERWISE. FOR LOCATING ALL EXISTING 9, ALL INTERNAL SIGNS SHALL BE UTILITIES, UNDERGROUND LINES AND COORDINATED WITH THE OWNER FOR STRUCTURES AS NECESSARY TO ACTUAL LOCATION AT TIME OF AVOID DAMAGING EXISTING INSTALLATION. STRUCTURES. 5.- THE CONTRACTOR SHALL MAINTAIN AN AS -BUILT SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE PROVIDED TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORD KEEPING. \ti0 'A 12ATA i \ y 12PT 75PT � ASPHALT _._._.-6,•w-.-.__-.-.-.-.-6.,w_._ _._ _-g„w-..._.-...... _6w ------- __�_. I i i /� m Q___-------- ________ ___________"_.__ - ------ G 5 0 6.5' WIDE J CONCRETE ❑ SIDEWALK / ASP .LT t 15.5' - HANDICAP - SIGN (TYP.�. - RELOCATED 10' HIGH CHAIN LINK FENCE I= 51 GATE t `ice, EXISTING GATE i ASPHALT PATHWAY TO BE EXTENDED T EDESTRiAN PLAZA \ x x 1 PARKING LOT SUMMARY PARKING SPACES REQUIRED: N/A PARKING SPACES PROVIDED: 218 HANDICAP SPACES REQUIRED: 7 HANDICAP SPACES PROVIDED: 7 GRAPHIC SCALE ( 1N FEET ) 1 inch - 30 ft. SITE PLAN 421 Fayetteville Street Mall Suite 400 0 Raleigh, NC 27601 T 919.380.8750 S = F 919.380.8752 z www.stewart-eng.com N S T E W A R T a 0IDo9: Ni docurnents and calalations Including computer files, drawings, and speaftbation prepared by Stewart Englnearing, Inc are Inshuments of professlonal xrvlon Intended for one-time use. They are subject to do M,h, aM other property right laws and shall lamain the property, u6tewart Engineering, Inc. They are not to 4 milled, Modified, or changed in any manner whatsoever nor assigned t, a third party without prior written permission of Stewart Engineering, Inc. PROJECT REFERENCE NO. SHEET NO. H7004.00 C300 DESIGN HYDRAULICS ENGINEER ENGINEER ``0,0, WCAR1''%, I oFEss/a,��Y _ s L l 9 �e as NCINEFQ`r so v ID BID SET DO NOT USE FOR CONSTRUCTION rn m 00 F 1 H z w 0 U • 3 W Oa'_ U W 55 (n ozz LLI 0 (n aaa W 000 04 CV MONO oo- N PI) I, F 69 70 �QA x ASPHALT = ONP Cj °O 10- INV.=5M' 18"RCP EXISTING GRAVEL DRIVEWAY (TYP.) R=10.07' WIM INV.=5.07' 0 O1 � '� \ � S 10"PVC � • II^� 4BP�,5 G��° °jx4041 (� I x�t� K� �•�/I, t� ,,0 I� 4BP � �o ASPHALr E-4BI P ,a. Qom. I • ( o �Cb �G0 \ i11 4CAK(2) to (^ SHED o �g. to zt III j x ' I IPP 15"CPP j x 1 INV.=7 78 l� r } x x k I {a5„CPo IN V. -7.73� I I 1 NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE CONSTRUCTION STANDARDS AND SPECIFICATIONS. 2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART ENGINEERING, INC. 3. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL DEVICES IN THE BEST LOCATIONS BASED UPON FIELD CONDITIONS. 4. CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL AT 1-800-632-4949 TO HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION OR EXCAVATION ON -SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN INDEPENDENT LOCATOR SERVICE. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES OR CONFLICTS TO THE ENGINEER. 5. THE MAXIMUM SLOPE ACROSS HANDICAP PARKING SPACES SHALL NOT EXCEED 2.07. 6. THE DISTURBED AREA FOR THIS PROJECT IS 1.85 ACRES. 7. THE FINANCIALLY RESPONSIBLE PARTY FOR THIS PROJECT IS: ELIZABETH CITY STATE UNIVERSITY 1704 WEEKSVILLE ROAD ELIZABETH CITY, NC 27909 CONTACT PERSON - CHARLES R. HALL PHONE - 252-335-3961 FAX - 252-335-3960 \ Q0'0 \ • Q R=8.33' 1 \ �T �Q°' • IN(E)=6.03 `. OUT=5.83' ` l �\ x�^� \�❑^\ �'S .y ` \ \ ��o `\i�- _3 r-FIBER OPTIC GOY I R=9.16' OUT=6.69' 12PT _-- °6 do \\�9 CIO. ,\x UNABLE TO , 12PT ��d�' ACCESS 15" g 15"RCP �- \ \ _-RCP -- -� y �.- - - - 5"RCF_- ASPHALT -.-.-.-6"W,-._ -�._ �-8"W -.-. _ _ryas 8"W_- Qo* o- Qa o o° o`o o` TMPORARY o o 0 64 LF CQNSTRUCTibN - _ INLET- - 18" RCP 0 ENTRANCEe Ag �° - - - FES-13 a` 0.85% eti 5'25'X50' FES-14 aw° ? UT-8 eeg �Q9 PROTEqN (TYP) Qo' INV 7.25 e° - - - - - o - - - �Qe INV 6.6 S - ENV 7.50 x1e = = - -=cam- 4 �LL�� x�i- - k E 6.25 z ��CP�I. �IQV7.SQ--- "- �'C�' -7 726.00' 25- LE ❑HP _ CB-9 °HP25 LF 6" Ham. - F° °HP - 1.00% _ � - - 00% - I IPF x -- 10. a. ✓1 HI F❑ F a. ~ F❑ F - ` I CM❑ x BA \• • p' 1 i;i A' �'? U A° U 9 FIBER PT C a .r PAY NE-- J J x �- LO ® �= 0 0 09 9 b ® r7 In 0 9. x t .� i 14 111O �� • r\ \ ` x o N ^ 9.00\ . o_ � STA;�� OF NORTH x INV IN 6.05 �� CAROLINA INV IN 6.05 cai a \ x� o o UNDERGROUND INFILTRATION & DEED BOOK 374, 9 7 q x ` 0 SYSTEM TYP. 3 FACE 19S4 'n0 (TYP.) `� w_ ❑- r r r i ; r r _ _ _ _ `` _ _X /' I :rq r.r ",1 r I� y,.r,A1':r nai.• GATE 6MAP 6MAP 6MAP 91 \ ,^ftk4 4% TICKET BOOTH -�� --x O'CLF x _ x X X AD-1 \ AD-2-7�1 °�- ASPHALT 4HIC GRATE 9.00 � � GRATE 8.80 / � \ INV OUT 6.65 � ° \ INV OUP 6.65 o ado � ` x v� BLEACHERS I x t 1 ri^ EXISTING CONCRETE DRIVEWAY (TYP.) \J a O\ _�o,5.,Rk -i �ry EBB OF ALL) z m� °o 0 [OGNVRATE 8. 0` ��Q`�ASPHALTOUT47.75 co xHE RINGTON ROAPOUT-4 INV INV OUT 5.40 ,ve°' OUT-6 eQo T t40bRARY SILT • .I . F , i- • I. 1 "• � I • 3 = MV '•� �3i1"I �I SL��iWY. , IFW_Y1-�•��•.�iW_ 1�1_ i = rim" 9nnmuunnanunuusnunw �-' mm� mwn If:.nnnnue:nnnnnnnnnnunt mm� CONSTRUCTION SEQUENCE: 1. OBTAIN A LETTER OF PLAN APPROVAL FOR SEDIMENTATION AND EROSION CONTROL. CONTACT LAND QUALITY AT 252-948-3842 PRIOR TO INITIATING LAND DISTURBING ACTIVITY. 2. OBTAIN A STATE STORMWATER PERMIT PRIOR TO INITATING LAND DISTURBANCE ACTIVITY. 3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. THE ORDER OF INSTALLATION SHALL BE AS FOLLOWS: a. INSTALL TEMPORARY TREE PROTECTION FENCE b. INSTALL TEMPORARY SILT FENCE c. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE d. INSTALL TEMPORARY INLET PROTECTION e. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY NCDENR ENVIRONMENTAL INSPECTOR. f. PROCEED WITH CLEARING, GRUBBING, AND ROUGH GRADING. g. INSTALL PROJECT UTILITIES AS SHOWN ON THE APPROVED PLANS. CONTRACTOR SHALL INSTALL RIP -RAP DISSIPATERS UPON PIPE INSTALLATION. h. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AT LEAST ONCE PER WEEK AND AFTER EVERY RAIN. 3. PROVISION FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING. 4. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, REQUEST FINAL INSPECTION BY NCDENR ENVIRONMENTAL INSPECTOR. 5. IF SITE IS APPROVED, REMOVE THE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. ALL PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATIONS SHOULD BE INSTALLED NOW. 6. OBTAIN LETTER OF COMPLETION. EROSION CONTROL LEGEND - SILT FENCE . . . . . . . . . - LIMITS OF DISTURBANCE qp - INLET PROTECITON '--'1 - n CONSTRUCTION ENTRANCE In TOTAL DISTURBED AREA = 1.85 AC ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION CONTROL MANUAL NO WETLANDS HAVE BEEN IDENTIFIED ON THIS SITE GRAPHIC SCALE ( III FEET ) 1 inch - 30 fL GRADING & EROSION CONTROL PLAN 421 Fayetteville Street Mall Suite 400 v CARaleigh, NC 27601 T 919.380.8750 = IF919.380.8752 z www.stewart-eng.com STEWART v a 02008: WI Comments and calculations including computer files, drawings, and specifimtion deadened by Stewart Engineering, Inc. are instruments of professional service Intended for one-time use. They are sub'ett to mpyrght and other property, right laws and shall remain the property ofSrewarit Engineering, Inc. They are not to °e copied, modified, or changed in any manner whatsoever nor assigned to a third party without prior written permission of Stewart Englneerinq, Inc. PROJECT REFERENCE NO. I SHEET NO. I DESIGN ENGINEER ``[�NUIIi, ryr '@ L 9 : Luzi •aI'•IN' 4o aa4...•M O ¢V62vn4-Y 2ro� ENGINEER F Hn Z w 0 U Q W 0 0Z U W � V) OZW Z aa¢ LIJ 000 N N O N N N 00- -N p7 F r le EXISTING GRAVEL DRIVEWAY (TYP.) R 10.07' �� ' WM INV -5.07 -„ 'El o O °ti o,4i n• S 10"PVC /r C �y / O` a' 16 oB (TY�OFALL)O)o°�[(,,00OUT GRATE 8. 0 OdNVOUT 7.75 OUT-4 INV.INV ( 5.40 4` VA OHP P T - _ � 25 L r(��r zcM � 2 - 0q • 1 _ _•M�eara�•.n_ . • 1 i all, I• I 11i1O1l11OtO11I1101I1l1I11i161I1ltI11l11I11l11U1�O111�111I1lO1I11i1I1.1t/I1"O1It111I1AI111!S111II 111VAI11qI 1I1I1:1I1I1'. • '/1III101III11III11III"OOIIIINIIn0tIIlgII1l1iI1Hl1•I.11I.1t1t1Iil1, • • ,311 I11111 ! 1It1111iO1t11t1 i11II/11OII11:ItAO1OI1•/1V/1eI1litO11il 11 In ----••••••- 1111111t ii111�16t11111111111tl1 a.1111111O11t1111 /IIIIIIIl111111 1 IIIIIIllltlll • IOlillsuit it1O1t111111:1iti111.111.1111111111111t ,..1i1IIIItI 11111111111111.11111111/1111 111iOO11111U111NW011i � 111111111111111 IIOOIIIIillli IiO1111101111 1• ' EXISTING CONCRETE DRIVEWAY (TYP.) O ^- 6 , S.,Rk 1� q�5 �Qq�h ASPHALT OQqCo HE*RINGTON ROAD" OUT-6 _ 1� C ULT -- OHP N13°12 I _ 45_ (0 J.ou� F❑ O Min® 9 - 53.53' UIS-1b a Q - Q d /� / JIHIL V VVKIf Q� q� r7 53.53' 0- �J 105.73' — O� x INV IN 6.05 �� CAR INA INV IN 6.05- D q 1 q? qo qo ;moo x : DEED BOOK 374, _ PAGE 198 U_ q o ID _ 0� ` `` I \Gq `-----------� ��------- x� ^^ J x80A I6MAP 6MAP. 6MAP ` C) X O'CLF x x x AD-1El \\ \ \ �Qa Vey ill \ • Q R=8.3S NOTES: 'Y"IN(NE)=6iD I \ Ocr \ Qq • IN(E)=6.03 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE cur=5.83' I CONSTRUCTION STANDARDS AND SPECIFICATIONS. q�\ q• ,y \ ,� Leo}-_3_ FIBER OPTIC BOX 1 2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION -a_ PROVIDED BY STEWART ENGINEERING, INC. CONTRACTOR SHALL CALL NORTH 1 9 12 �:c R=9.16 q. _ F ' OUT=6.69' CAROLINA ONE CALL AT 1-800-632-4949 TO HAVE ALL EXISTING UTILITIES � _-3- 12PT r- LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION OR lq�q ` A 24 RCP�� UNABLE TO EXCAVATION ON -SITE. �y x 2pT accEss 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY LOCAL 15P ! q UTILITIES THAT PROVIDE THEIR OWN INDEPENDENT LOCATOR SERVICE. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES OR CONFLICTS RCP = a 5 �� TO THE ENGINEER. \ \ k _3'— 5"RCP"— k . SPHALT .Gq as ,q1b q0 b Qq -- ry 8••K,_6_ G.O eq�' qA OQq o` eeq o"' �Q ors' �Q _ /b° , ° 64 LF_10- 18"RCP ? �q? FES-13 C` 0.85% qL OQ UT-8 Q FQq' eQq' �Qq INV 7.25 Q° - q J- ti— — x� INV 7.SOT. r x — —=-ltT=_—xt :x---- o- -- ITV 50 —7 726.00' Mr L� n OHP CB-9 'H�5 LF 6" H — FO oHP _F❑ _ x FES-14(Al INV 6.66 - �-Y?�. INV. -6.33' 1.00%�'`'�� 1 .00% —r / IPF z 1 ; � aaa - 0- all 1'zCM p HT q ' q 1✓ aF% FO F --ter—F❑ q}`0 F — BA • qb x N \ ON -a U 0 (a) �,FIBER PTIC A+ 1 PAYPA(;NE •�.-. �o In 0 to IS-2 ` 1 GRATE 9.00 q ' O� o& INV OUT 6.65 / h� 0• PAVING SECTION — SEE DETAIL UNDERGF INFILTRA nvrl 'Ji J IGM — SANU LAYtK WRAP IN SI 801 GEOTEXTILE (OR EQUAL) o 4.0 NOTES: 1. INFILTRATION SYSTEMS TO PROVIDE STORAGE VOLUME AND BOTTOM SURFACE AREA AS NOTED IN TABLE 1. 2. INFILTRATION SYSTEMS TO BE CONSTRUCTED WITH BOTTOM ELEVATION AS SHOWN. 3. INFILTRATION SYSTEMS TO BE H-20 LOADED. 30" CONCRETE CURB AND GUTTER — SEE DETAIL ABC STONE COMPACTED TO 95% MODIFIED PROCTOR DENSITY NCOMPACTED ATIVE SOILS SYSTEM_ STORAGE VOLUME BOTTOM AREA UIS-1a 1857 1323 UIS-1b 1857 1323 UIS-2 3667 2614 UIS-3 1 2878 2051 TABLE 1 SECTION A -A - UNDERGROUND INFILTRATION SYSTEM SCALE: VER-1'=l' HOR-1'=10' 9 9 a x \ 'N \ q oil ............................. 9 all. x �` • x Oh a UIS-3 �, 6h d19- ama' a� \ >?'ry �' \ < U UNDERGROUND INFILTRATION o k- \ \ 1 • in 110 1 SYSTEM (TYP.) y q: \�y _j \ S D 1 , c00 - �`7 GATE 1 �{ r.r wit �! � r •^rl .ir. �.r-Miami --A— f a 7r x TICKET BOOTH AD-2,,_ 4HIC GRATE 8.80 �1 ASPHALT � ) \ 9 0 o INV OUP 6.65 0/ 010 Fri O q BLEACHERS " / x "q� 3.50' O In 0 1 co ixo iD SECTION VIEW PLAN VIEW TYPICAL CATCH BASIN WITH OVERFLOW SCALE: VER-1'=1' HOR-1•=10' M411r ♦LTA ^MA 1 I 6' EXISTING VEG. SWALE OVERFLOW WS STORM DRAINAGE LEGEND — STORM DRAINAGE PIPE 0 — STORM DRAINAGE STRUCTURE — LIMITS OF DISTURBANCE GRAPHIC SCALE IN FM ) 1 inch = 30 ft. STORM DRAINAGE PLAN NO WETLANDS HAVE BEEN IDENTIFIED ON THIS SITE 421 Fayetteville Street Mall Suite 400 0 Raleigh, NC 27601 S T 919.380.8750 = F 919.380.8752 z www.stewart-eng.com U v S T E W A R T a. 02008: All documents and calatanons Including computer files, drawings, and specification prepared by Stewart Fngmeedng, Inc. ere n le rumes or pmlesslonal senlce Intended rotund -time se. Tney are subject cn copyright and other property right laws and shall mmaln the limp" ol5tewart Engineering, Inc. They are not to to copied, moddlad, or changed in any manner whatsoever nor assigned to a chiral party without prior wnrcm perrnbslon 0 Stewart Engineering, Inc. PROJECT REFERENCE NO. I SHEET NO. H7004.00 I C500 DESIGN HYDRAULICS ENGINEER ENGINEER ```II,IUUIl ull,''4 �N CAR ',, o``tyllun l nr„r `. �N CAR , /2 OIL •, / , �� ,...• S 0. . L _/SEAL%".iIN ' 0 -'df (fit A uB10 act gPb2vris�y 2e0`1 11, l it i (n Z O (N 5 LIJ X W k 00 FRONT VIEW 8' MAX VARIABLE AS DIRECTED BY THE ENGINEER IV IP SIDE VIEW SE SILT FENCE ONLY WHEN DRAINAGE AREA IDES NOT EXCEED 1/4 ACRE AND NEVER IN REA OF CONCENTRATED FLOW. VD OF SILT FENCE MUST BE TURNED UPHILL. 36" o 3 26" s M UNDISTURBED EARTH 24" 1 NOTES: APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED. �- 6" MI STEEL POST 0 o WOVEN WIRE FABRIC ti5 31�p<O GEOTEXTILE FABRIC SILT FENCE 2" — 3" STONE O�QOc'f` (SURGE STONE OR RR BALLAST) Qe0 FILL SLOPE 35' EX GRADE EXISTING ROADWAY 5" MIN COVER OVER SKIRT ANCHOR SKIRT AS DIRECTED BY ENGINEER FOR REPAIR OF SILT FENCE FAILURES, USE #57 WASHED STONE FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN SILT FENCE FOR SMALL DRAINAGE AREAS LESS THAN ONE ACRE N.T.S. ' 5' METAL POSTS CLINK 7' INTn r_enIIND NER) STANDARD INLET PROTECTION N.TS. Shoulders, Side Ditches, Slopes (Max 3:1) DATE TYPE PLANTING RATE Aug 15 - Nov 1 Tall Fescue 3D0 Ibs/acre Nov 1 - Mar 1 Tall Fescue 300 bl & Abruzzi Ill 25 Ibs/ace Mar 1 - Apr 15 Tall Fescue 300 b/acre Apr 15 - Jun 30 Hulled Common Bermudagrass 25 Ibs/acro Jul 1 - Aug 15 Tall Fescue and 120 Rs/acre •aaBrowntop Moot 35 be/acre aeor Sorghum —Sudan Hybrids 30 Ibs/acre Slopes (3:1 to 2:1) Mar 1 — Jun 1 Sericea Lespedem (scarified) 50 Ibs/acre & (Mar 1 — Apr 15) Add Tall Fescue 120 Ibal (Mar 1 — Jun 30) Or Add Hulled Common Bermudogrose 25 Abe/acro Jun 1 — Sep 1 0"Tall Fescue and 12D b/acre °"OBrowntop Millet 35 Ibe/acro Sa•or Sorghum —Sudan Hybrids 30 Ibs/acro Sep 1 — Mar 1 Serkea Lespedeza (lnhulled—unscarMlad) 70 Abe/acre and Tall Fescue 120 b/ace (Nov 1 — Mar 1) Add Abnazi Rye 25 bal Consul Consevation Engineer or Soil Conservation Service for additional Information concerning other alternatives for vegetation of denuded areas. The above vegetation rates are those which do wall under local conditions: other seeding rate combinations are possible. +"Temporary, — Reseed according to optimum season for desired pemonerht vegetation. Do not allow temporary cover to grow over 12" in height before mowing, otherwise fescue may be shaded out. GALVANIZED HARDWARE IDS TO TOP OF BOX r WASHED STONE FABRIC UNDER CROSS SECTION AREA OF CONSTRUCTION CONSTRUCTION ENTRANCE/EXIT NTS SEEDBED PREPARATION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY ALL AGRICULTURAL LIME, FERTILIZER, AND SUPERHOSPHATE UNIFORMLY AND MIX WITH SOIL. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. SEEDING SCHEDULE TYPICAL NOTES: a. NCDOT # 5 OR #57 WASHED STONE SMWl BE USED. PAD TO BE 501 X 20'W X 6' D AT A MINIMUM. b. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. c. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. d. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLAW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. KEEP SOME HANDY. e. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. TRIANGLE SPECIFIC NOTES I. SILT FENCE OR TREE PROTECTION FENCE SHALL BE USED TO LIMIT INGRESS AND EGRESS TO CONSTRUCTION ENTRANCE ONLY. 2. IF CONSTRUCTION ON SITE IS SUCH THAT MUD IS NOT REMOVED BY VEHICULAR TRAVEL OVER THE STONE, THE TIRES MUST BE WASHED PRIOR TO VEHICLES ENTERING THE PUBLIC ROADWAY. 3. IF CONSTRUCTION CONTINUES TO PULL MUD AND/OR DEBRIS ONTO THE PUBLIC THOROUGHFARE, THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON(S) AS INDICATED ON THE FINANCIAL RESPONSHLTIY FORM. INSTALL TREE PROTECTION FENCE & SIGNAGE PRIOR TO CALLING FOR THE INITIAL ON -SITE INSPECTION BY THE GUILFORD COUNTY ZONING INSPECTOR. NOTES: - WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL - LETTERS ARE TO BE 3' HIGH MIN., CLEARLY LEGIBLE AND SPACED AS DETAILED. - SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER. - PLACE SIGN AT EACH END OF LINEAR TREE PROTECTION AREA AND 200' ON CENTER THEREAFTER. - FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. - ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. - MAINTAIN TREE PROTECTION FENCE POSTS AND FABRIC. - ADDITIONAL SIGNS MAY BE REQUIRED BY THE GUILFORD COUNTY INSPECTION DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. TREE PROTECTION FENCE N15 POST MAY BE EITHER 4'DIA. PINE, 2- DIA. OAK, OR 1.33 LB/LF STEEL WEATHERPROOF SIGN AS SHOWN ABOVE ORANGE, UV RESISTANT, HIGH —TENSILE STRENGTH, POLY BARRICADE FABRIC SIGN DETAIL EROSION CONTROL DETAILS 421 Fayetteville Street Mall Suite 400 0 S Raleigh, NC 27601 T 919.380.0.8750 = F 919.380.8752 z www.stewart-eng.com v S T E W A R T IL 02NO: NI do sments and twovWtlons induwrrg cm muter files, drawings, and spa[lrrsadon preprod 0y Stewart Engineering, Ins. are Instruments of professional servlse lnhnded for one-time use. They are sm1m, to copyright and other property right laws and ,hall remaln the property cOStawart Engineering, Inc. They are not to be onpleE, modified, or chareed in any manner whatsoever nor assll to a third party without prior written permlaalon of Stewart Engine sing, Ins. PROJECT REFERENCE N0. SHEET NO. H 7004.00 C901 DESIGN HYDRAULICS ENGINEER ENGINEER `11111111111/y as S QOa s ,: _ e as acL fVbILVAJ�; 2�01 Is N.T.S DO NOT USE FOR CONSTRUCTION FINISHED I GRADE F k R k H Z W O U EC a 3 O V) O�!� Z� W 0 O o !n Z W Z W0 O LLJ as 5 w o0 00 N Dp N N O � - N s t e FINAL BACKFILL UNDISTURBED SOIL 2e-0" INITIAL BACKFILL \'r. jf 67 STONE WHEN ROCK IS 6" O.D. OF PIPE 6" MINIMUM SIDE CLEARANCE ENCOUNTERED 12" O.D. OF PIPE 12 MAXIMUM SIDE CLEARANCE NOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL 3• ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON —TRAFFIC AREAS. TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DUCTILE IRON, VITRIFIED CLAY & REINFORCED CONCRETE PIPE N.T.S. FLANGE SEAT 3 3/4" 1'-11 1/2"' •' B IV IF r nu. FINISHED GRADE 1" OF 1:2 PLASTER PH 3000 P CONCRE GRATE 8 / � i- -i 2 _Ow SIDE VIEW 7' 3'-0" MIN. GRADE s" AREA DRAIN /GRATE INLET DETAIL N.T.S. aa. . tB' SQUARE o00 CONCRETE o0000 OOO 000 ENCASEMENT 00 000 oa oou OO OO a a anaooa o00 11' PRONDE RUBBER 70-1/4' GASKET ASPHALT OR CONCRETE AS DETERMINED BY TRAFFIC 3000 P9 CONCRETE SURFACE a SAND WSHION - 8-1/4' — � d %PE SEAL GASKET 11—III-11 3000 PSI CONCRETE B' PVC -1 I I- `• - '. I I-III-1 ENCASEMENT 8' PIPE i=_ 6' PVC %PE INFILTRATION SYSTEM CLEANOUT COVER NTS STANDARD STEPS 16" ON CENTER MIN. 6" WASHED STONE BEDDING FRAME, GRATE, &HOOD PER D.O.T. STD. 840.03C MIN. 6" WASHED 6- STONE BEDDING WNT C ER i4QNi••Y•..H".N.iMN NOTES: 1. CONCRETE SHALL BE 4000 PSI MIN. FOR ALL PRECAST CONCRETE CATCH BASINS. 2. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE MANUFACTURER. 3. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW TYPE CATCH BASINS. REINFORCED CONCRETE SLAB I6AIN. , L STANDARD STEPS ��- REINFORCED 16" ON CENTER - CONCRETE SLAB ' J d• 1 MIN. 6" WASHED STONE BEDDING FRAME, GRATE, &HOOD PER D.O.T. STD. 840.03C4.0 26 48" SLAB DETAIL FROM 5' TO 20' MIN. 6" WASHED STONE BEDDING SLAB THICKNESS AND 6" REINFORCEMENT FOR SOIL AND TRAFFIC LOADING BY AN ENGINEER PRECAST CONCRETE CATCH BASIN N.T.S. SLAB THICKNESS AND REINFORCEMENT FOR SOIL AND TRAFFIC LOADING BY AN ENGINEER SLAB DETAIL REINFORCED CONCRETE SLABCONCRETE as 6. MIN. 6" WASHED STONE BEDDING REINFORCED 12" 421 Fayetteville Street Mall Suite 400 �* 0 Raleigh, NC 27601 � T 919.360.8750 S = F 919.380.8752 z www.stewart-eng.com ;, w S T E W A R T a ®xooe: All documents and ®iMaapns including mmpurer riles, drawings, and speciernapn prepares by Stewart Englneercnq, Inc. are mnrumen[s or professlpnai creme Intended for one -time ass. rney are sadism to copyright and otter property r(9M1t laws and shall remain iM1e property nl5tewarc Engineering, Inc. They are not IO CC mple0, mpalllea, or changed In any manner whatsoever nor assigned to a third party without prior written Isermisslgn of Stewart Englneering, Int. PROJECT REFERENCE N0. SHEET N0. H7004.00 C902 DESIGN HYDRAULICS ENGINEER ENGINEER �``TTNt1UliT„,i',' .��•�N CARDS �N STORM DRAINAGE DETAILS DO NOT USE FOR CONSTRUCTION GRADING NOTES: 1 . PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT, THE CONTRACTOR SHALL NOTIFY NC ONE CALL OR EQUIVALENT TO LOCATE ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS ARE BASED UPON BEST AVAILABLE EVIDENCE. LOCATING AND PROTECTING ANY ABOVE GROUND OR UNDERGROUND UTILITIES 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR UTILITY CONFLICTS SHOULD BE REPORTED IMMEDIATELY TO THE OWNERS REPRESENTATIVE. 2. EXISTING TOPO CONDITIONS ARE FROM A SURVEY AS NOTED ON THE 51TE PLAN. 3. APPLICABLE POWER COMPANY RULE5 AND REGULATIONS ARE TO BE OBSERVED AND ADHERED TO AT ALL TIMES. 4. CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND VI51T THE SITE TO REVIEW EXISTING SITE CONDITIONS PRIOR TO THE START OF THE PROJECT. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER5 REPRESENTATIVE IMMEDIATELY. 5. CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS BEFORE THE START OF THE PROJECT. A GRADING PERMIT FROM NCDENR HA5 BEEN OBTAINED BY THE TOWN OF BELHAVEN FOR THIS PROJECT. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROLS REQUIRED BY THE TOWN OF BELHAVEN DURING THE CONSTRUCTION OF THE PROJECT. 7. DURING CONSTRUCTION, CONTRACTOR SHALL VERIFY GRADES AND DIMENSIONS IN THE FIELD. DISCREPANCIES SHALL BE REPORTED TO OWNERS REPRESENTATIVE IMMEDIATELY. 8. ALL CONSTRUCTION OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH DIVISION OF THE NORTH CAROLINA DEPARTMENT OF LABOR. 9. ALL STORM DRAINAGE PIPE SHALL CONFORM TO CURRENT TOWN OF BELHAVEN STANDARDS AND SPECIFICATIONS. 10. NO CUT/FILL SLOPES SHALL EXCEED 3: 1 OR AS STIPULATED BY THE GRADING PLAN. 1 1. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATIONS OR STRUCTURES, AND SHALL ENSURE POSITIVE SLOPES IN ALL AREAS TO PREVENT PUDDLING OR STANDING WATER. CONTRACTOR 15 ENCOURAGED TO CONTACT THE ENGINEER WITH CONCERNS OR SUGGESTIONS RELATED TO GRADING BEFORE AND DURING CONSTRUCTION. 12. ON-51TE DISTURBED AREA: G5,340 SF, 1.5 ACRES. 13, ALL HDPE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED HDPE. 14. UTILITY SERVICE TAPS WILL BE MADE BY THE TOWN OF BELHAVEN. CONTRACTOR TO INSTALL CLEANOUT AT THE RIGHT OF WAY FOR THE SEWER SERVICE AND YOKE d METER BOX FOR WATER 5ERIVCE. WATER METER WILL BE INSTALLED BY THE TOWN. CONSTRUCTION SEQUENCE 1. INSTALL ANY REQUIRED TREE PROTECTION FENCING. OBTAIN APPROVAL FROM AUTHORITIES.. 2. ONCE APPROVED, SCHEDULE A PRECON5TRUCTION CONFERENCE WITH THE TOWN OF BELHAVEN AND OBTAIN A LAND DISTURBING PERMIT. 3. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED, MULCH AND TACK TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. 4. CALL TOWN FOR AN ON-51TE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO OBTAIN A CERTIFICATE OF COMPLIANCE. 5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ALL DEVICES SHALL BE MAINTAINED AT LEAST ONCE A WEEK AND AFTER EVERY RAIN. ROUGH GRADE SITE. G. INSTALL STORM DRAINAGE, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC. SEDIMENT BASINS ARE TO REMAIN UNTIL NUMBER 8, BELOW, 7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC, SEED AND MULCH/TACK DENUDED AREAS WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. 8. WHEN CONSTRUCTION 15 COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL TOWN FOR AN INSPECTION. 9. IF 51TE 15 APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW BE INSTALLED. 10. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL 51TE INSPECTION BY THE TOWN. OBTAIN A CERTIFICATE OF COMPLETION. TOWN OF BELHAVEN INSPECTIONS: 943-3055 PREPARATION 4 SEEDING SCHEDULE 1. INSTALL SURFACE WATER CONTROL MEASURES ACCORDING TO PLAN. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOP SOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4" TO G". 3. IF NO SOIL TEST IS PERFORMED, APPLY 2 TONS OF FINELY GROUND DOLOMITIC LIMESTONE PER ACRES, GOO POUNDS OF SUPERPHOSPHATE OR EQUIVALENT PER ACRES, AND 1,000 LB5 OF 10-10-1 O FERTILIZER PER ACRES. LIME, SUPERPHOSPHATE, AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL. 4. LOOSE ROCKS, ROOT5 AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE 50 THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. 5. APPLY MULCH (GRAIN STRAW) AT A RATE OF 5,000 L35./ACRE. G. ANCHOR/TACK MULCH WITH ASPHALT FMUL51ON @300 GALLONS/ACRE PLANTS 1 MIXTURE RATE5/ACRE PLANTING DATES: DATE TYPE PLANTING RATE AUG. 1 5-NOV. I TALL FESCUE 300 LBS/ACRE NOV. I -MAR I TALL FESCUE 6 ABRUZZI RYE 300 1_135/ACRE MAR. I -APR. 15 TALL FESCUE 300 L55/ACRE APR. 15-JUN. 30 HULLED COMMON BERMUDA 25 LBS/ACRE JUL. I -AUG. 15 TALL FESCUE t BROWNTOP MILLET 25 LBS/ACRE 50RGHUM-5UDAN HYBRIDS 35 LBS/ACRE (BROWNTOP) 30 LBS/ACRE (SORGHUM HYBRIDS) N\'t a � N ka z \\ i 1 L N 4SBB'" 24Ai II � 1 a -a -a -a -a 3 8' CAST IRON WATER LINE -v -v v v -v -vim E _ _ o GRAPHIC SCALE 4C 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. k CENTER LINE BOUNDARY LINE AS SHOWN ON PLAT CABINET 'F', SLIDE 53-4 R/W AS SHOWN ON PLAT CABINET "r. SLIDE 53-4 OVERHEAD UTILITIES RAILROAD TRACKS FENCE -v -v - WATER LINE -a -a - SANITARY SEWER LINE STORM SEWER LINE -«�- OVERHEAD POWER UTILITY a. ® NCGS STATION • EXISTING IRON REBAR 4 EXISTING PK NAIL O SET NEW IRON REBAR A SET MAG NAIL WATER METER BOX 9 MONITORING WELL ID TELEPHONE PEDESTAL POWER POLE o LP TANK VALVE o CLEAN OUT zJ NO UNDERGROUND UTILITIES ARE SHOWN ON THIS PLAT. '14 S1ZE AND LOCATION OF WATER k SEWER LINES WERE PROVIDED BY THE TOWN OF BELHAVEN. ELEVATIONS ARE REFERENCED TO NCGS 'SEA 10'. WATER ELEVATION 7.61' (NAVD 88). NUMDrR A DESCRIPTION CURB INLET. INV.: -0.20 B 15" RCP C JB, TOP I .G5, INV. -0.3 V D 15" DIP E JB, TOP 1.70', INV. -0.4G F 12" DIP G JB, TOP 2.1 1, INV. -0.34 N 1 2" DIP I 12" RCP J JB, TOP 1 .85', INV. -0.28 K 1 2° RCP L JB, TOP 2.401,INV. -0.2G' M 12, RCP CLEARWATER ENGINEERING B DESIGN, PLLC 9220 FAIRBANKS DRIVE SUITE 235 RALEEIGH, NC 27613 919.848.8606 TEL. 919.848.8574 FAX. �N 0 mo SCALE: DRAWN: V-40' VKB - REVIEWEID: DATE: VKB 5/18/06 DATE: REVISION GB DING SHEET NUMBER C3 jPLAN OF: no """"" 1-1. RELIEF HOLES 71AMETER) PLAN I 8" r� #Gx 12" SUPPORT BAR SIZE SPACER BAR (#G REBAR MIN.) (TYPICAL) RISER DIAMETER (` SECTION A -A CLEAR WA TER ENGINEERING P15ER DIAM., (IN.) CYLINDER DIAM. THICK. (IN.) (GAGE) H, IN. 18 I G 15 21 IG 7 18 27 IG 8 21 30 IG II 24 3G I G 13 27 42 IG 15 3G 54 14 17 42 GO 14 19 48 72 12 21 54 78 12 25 GO 90 12 29 GG 9G 10 33 72 102 10 3G 78 114 10 39 84 120 10 42 CLEAR WA TER ENGINEERING I REVISIONS I CLEAR WA TER ENGINEERING TOP STIFFENER (IF REQUIRED) 15 Y2"xY")K" ANGLE WELDED TO TOP AND ORIENTED PERPENDICULAR TO CORRUGATIONS. TOP 15 10 GAUGE CORRUGATED METAL ORYB" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP 15 ATTAHCED. CYUNDER IS 10 GAUGE CORRUGATED METAL PIPE OR FABRICATED FROM Ye' STEEL PLATE NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTED TO THE TOPE OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. ISOMETRIC STD. NO. ANTI— VORTEX DEVICE DESIGN I C1.5.1 MINIMUM SIZE MINIMUM TOP SUPPORT BAR THICKNESS STIFFENER #G REBAR I G GA #G REBAR I G GA #G REBAP. I G GA #G REBAR I G GA. #G REBAR 14 GA. #G REBAR 14 GA. - #8 REBAR. _ ,... 12 GA. - #8 REBAR 12 GA. _ 1-114"PIPE OR I-1(4N 1/4x 114 ANGLE IO GA. 1-114"PIPE OR I-1/4"x)/4x 1/4 ANGLE 10 GA. _ 1-1/2"PIPE OR I-17x)/2x 114 ANGLE 5GA. 2" PIPE OR 2x2x3/IG ANGLE 8 GA.+ STIFF 2" PIPE OR 2x2x3/ I G ANGLE 8 GA.+ STIFF 2x2x I/4 ANGLE 2-1/2" PIPE OR 2x2x 1/4 ANGLE 8 GA + STIFF 2x2x 114 ANGLE 2-1/2" PIPE OR 2-1;2x2-1/2x 1/4 ANGLE 8 GA + STIFF. 2-1/2x2 1/2x 114 ANGLE TRASH RACK/VORTEX DEVICE TABLE 4" PVC SCREW TYPE PLUG 4" PVC STUBBED INTO BOX 4" PVC TEE STAND PIPE I I ( STUBBED4" FVC OW PERMANENT O POOL ELEVAT N 4" PVC CAP WITH ..00" HOLE POND BOTTOM ORIFICE CUTLET DEVICE SOFT RUSH @ 30" O.C. MARSH HIBISCUS @ G' O.0 EMERGENCY WEIR CLASS B RIPRAP I .O' THICK EX ow. rvv. PROFILE (HORIZONTAL I "= 10', VERTICAL 1 "=2.0') C1.5.1 TEMP. POOL ELEV. PERM. POOL ELEV. 7 G 5 4 3 2 -2 -3 -4 0-25 VEGETATIVE COVER SCIENTIFIC NAME COMMERCIAL INUNDATION WILDUFE NOTE5 COMMON NAME FORM AVAILABIUTY TOLERANCE VALUE HIBISCUS M05CHEUT05 LOW. NECTAR FULL SUN. CAN TOLERATE MARSH HIBISCUS EMERGENT YE5 UP TO 3 IN. PERIODIC DRYNESS. JUNCU5 EFFE51-15 — MODERATE TOLERANT WET < SOFT RUSH EMERGENT YE5 UP TO I FT. DRY CONDITIONS PLANTING SCHEDULE/REPLACELMENT SCHEDULE: STOCK TO BE BOUGHT FROM LOCAL NURSERIES WARRANTY REQUIREMENT FOR ALL PLANTS 0+00 0+25 0+50 0+75 1+00 1+25 QA CONCRETE ANTI -SEEP COLLAR. GN 1 .5'x 1 .5' @ CONCRETE FLOATATION BLOCK. 1 .0'x I .0'x 1 .0'. EXTEND RISER G" INTO BLOCK (GD' 2.0"x 1 .5' PVC INLET ORIFICE. SEE DETAIL THI5 PAGE. @ TRASH RACK. SEE DETAIL THI5 PAGE. NOTE: 1. IN THAT THE TOWN OF BELHAVEN OWNS MANY SUBMERSIBLE PUMPS WITHIN THEIR DEPARTMENTS, A POND DRAIN HAS NOT BEEN SPECIFIED. 2. IF SEDIMENT ACCUMULATES IN THE BASIN DURING CONSTRUCTION, THE BA51N SHALL BE CLEANED PRIOR TO PUTTING INTO SERVICE AS A WET DETENTION BASIN. 3. ALL 5TORMWATER PIPES SHOULD BE SMOOTH -WALLED HDPE. )" O.C. (INFm) 1 hwh - 10 ft 7 G 5 4 3 2 CLEARWATER ENGINEERING 8. DESIGN, PLLC 9220 FAIRBANKS DRIVE SUITE 235 RALEIGH, NC 27613 919.848.8506 TEL. 919.848.8574 FAX. SCALE: DRAWN: I"=10' VKB REVIEWED: DATE: VKB 5/23/06 DA lFE: REVISION 09/07/06 #1 09/20/06 #2 ' 11/09/06 #3 0 -2 -3 -4 1+50 POND DETAILS SHEET NUMBER C4 OF: on