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Home My WebLink About20170257 Ver 1_3 B-5556_Permit_Drawings_20170127_20170306/.wo' � I�II�;hWc1y North Carolina Department of Transportation 51vYtYlWilff'1" �� ,,,,,.,�,,, Highway Stormwater Program \=� STORMWATER MANAGEMENT PLAN �`"'�� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 501488.1.1 TIP No.: B-5556 County(ies): Wake Page 1 of 2 General Project Information WBS Element: 501488.1.1 TIP Number: B-5556 Project Type: Bridge Replacement Date: 12/29/2016 NCDOT Contact: Mohammed E. Mahjoub Contractor / Designer: Mark Pearson, PE - Dewberry Engineers Inc Address: NCDOT Special Design Section Address: 2610 Wycliff Road 1582 Mail Service Center (MAIL) Suite 410 Raleigh, NC 27699-1582 Ralei h, NC 27607 Phone: 919-707-6275 Phone: 919-424-3774 Email: mmah'oub ncdot. ov Email: m earson dewberr .com CitylTown: Lake Dam Road SR 1427 , Ralei h, NC Count ies : Wake River Basin s: Neuse CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 625 feet Surrounding Land Use: residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: Annual Avg Daily Traffic (veh/hr/day): Design/Future: 5000 / 7500 Year: 2017 / 2037 Existin : 5000 Year: 2016 General Project Narrative: Project B-5556 is a City of Raleigh project consisting of the replacement of existing bridge 910490 on Lake Dam Road (SR 1427) over Walnut Creek. Existing bridge consists of (Description of Minimization of Water 1@30.5', 1@30', 1@30.5' with 21" girder. The proposed bridge will be 1@30', 1@70' 24" concrete cored slab (PCCS) with 4' bent caps. The project also included relocation of Quality Impacts) existing 12" water line, 30" sanitary sewer line, and a 6" gas line The existing interior pier will be removed. The proposed bridge includes riprap on the abutment slopes. No deck drains are proposed. Existing roadway ditches will be retained where possible and lined with riprap to prevent further erosion. Riprap energy dissipator basins will be located at 42" pipe outfall upstream of the existing riparian buffer and at DWY1 24" pipe outfall. Riprap lining will be added to existing eroded ditch downstream of the 42" pipe. Temporary surface water impacts will be caused by utility construction across the stream channel. Buffer impacts will also be caused by the roadway embankment and the utility construction. Waterbody Information Surface Water Body (1): Walnut Creek NCDWR Stream Index No.: 27-34-(1.7) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None None Impairments: PCB Fish Tissue Advisory Cat. 5 Fish Tissue Mercury Cat. 4t Fish Community Fair Cat. 5 Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) • � � V W O � � � � •� `� V � � 0 V PUBLIC IMPROVEMENT QUANTITIES PHASE NUMBER(S) 0 NUMBER OF LOTS 0 LOT NUMBER(S) BY PHASE 0 NUMBER OF UNITS 0 LIVABLE BUILDINGS 0 OPEN SPACE7 NO NUMBER OF OPEN SPACE LOTS 0 PUBLIC WATER (LF) 0 PUBLIC SEWER (LF) 0 PUBLIC STREET (LF) 0 PUB�IC SIDEWALK (LF) 196 ��, �� J� ��J�� 1� �F�. �� o �� s� �� j��j� 9 �p �yo �/�� /�� ,@ �(� 1L 1L � �d�� 9�o��j � l��ld�� Jl �� p� WETLAND AND SURFACE WATER UTILITY IMPACTS PERMIT �� WAI�E CD U1�lTY LOCATI0111: BRIDGE 1110. 910490 OVER WALIVUT CREEK LAKE DAM ROAD BRIDGE REPLACEMENT TYPE OF WORK GRADIIIIG, PAVI11lG, DRAIIIIAGE, A111D STRUCTURE WATER, GAS, SA11lITARY SEWER, POWER DISTRIBUTIOIV RELOCATION NAD 8y AN 2011 �� BEGIN COIVSTRUCTION c�� 70 A� FERRY ROAD E1VD COIVSTR UCTIOIV _ _ _ _ . —U POC Sta. I8 + 75.00 sT�T� PRo,�T a�PEREN�e No i vo i s�ETs UTILITY PERMIT DRAWING SHEET 1 OF 8 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLA1�S PREPARED FOR NCDOT BY: H1'DRAULICS ENGINEER 2610 WYCLIFF ROAD • �� SUITE 410 ADT 2017 = 5,000 LENGTH ROADWAY TIP PROJECT B-5556 = 0.099 MILES '''''� ""�E'�","� z'b°' ••••� ew erry �J� 2rJ � �J� �OO Y��!' PHONE: 919.881.9939 �� p ADT 2037 = 7,500 '•' N� �o^ No. F-o929 �°� � Q LENGTH STRUCTURE TIP PROJECT B-5556 = 0.019 MILES a ��, K= 9 % TOTAL LENGTH TIP PROJECT B-5556 = 0.118 MILES zaiz srnnrnann srscrF,car.oxs �« o0 PLANS , � D= 55 % DENNIS J. MORY, P.E. s�cisAruaE: r.E' � '� 50 25 0 50 100 T= 5 %* RIGHT OF WAY DATE: Pxo�scr sxcixsEa � � V= 40 MPH ROADWAY DESIGN PROFILE (HORIZONTAL) * TTST =1% DUAL 4% CHAD�D BOBROWSKR, P.E �� o`�� ENGINEER l0 5 0 l0 20 FUNC CLASS = LETTlNG DATE: MOHAMMED E. MAHJOUB, EI �� p��po LOCAL NCDOT SPECIAL STUDlES SQUAD LEADER PROFILE (VERTICAL) SUB REGIONAL TIER pE SIGNATURE: � U � STANDARD UTILITY NOTES 1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS �REFERENCE: CORPU� HANDBOOK, CURRENT DITION) 2. UTILITY SEPARATION REQUIREMENTS� A) A DISTANCE OF 100' SHALL BE MAINTAWED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OP DRINKING WATER IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIRED & WSTALLED TO WATERLINE SPECIPICATIONS HOWEVER, THE MINIMUM SEPAR4TION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL B) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAWED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER C) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE � F) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"----- — MIN. VERTICAL SEPARATION REDUIRED � 3. ANY NECESSARY FIELD REVISIONS ARE exisrwc SUBJECT TO REVIEW & APPROVAL OF AN ,,,, �w re" AMENDED PLAN &IOR PROFILE BY THE CITY OF S� �— ��h—r�� RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR T� � wooDs CONSTRUCTION. �� 4. CONTRACTOR SHALL MAINTAIN CONTINUOU� �0��qy � WATER & SEWER SERVICE TO EXISTING RESIDENCES&BUSINESSESTHROUGHOUT �� CONSTRUCTION OF PROJECT ANY NECESSARY / SERVICE INTERRUPTIONS SHAL� BE PRECEDED BYIL� -� n�a uni ia ornivnicF ninTicF rn TUF riTv n❑ � .,- .,,_ ., r/ I RALEIGH PUBLIC UTILITIES DEPARTMENT 5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS- 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS. 6. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAN� &/OR FLOOOPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. 7. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &IOR FEMA FOR ANV RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTNELY) PRIOR TO CONSTRUCTION. 8. NCDOT/RAILROADENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANV UTILITY WORK INCLUDING MAIN EXTENSIONS & SERVICE TAPS) ITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION. � EX. WATER MAIN TO 8E ABANDONED AND REMOVED AS NEEDED FOR BRIDGE CONSTRUCTION INSTALL WATER MAIN � PLUG AND THRUST � Dewberry DOGUMENT NOT CONSIDEREO FINAL UNLESS ALL SIGNATURES GOMPLETEO �DENOTES TEMPORARY IMPACTS IN SURFACE WATER NAD 83i A 2011 N � UTILITY PERMIT DRAWING � -- SHEET 2 OF 8 - - - - - _ OS �1 / � _� / // �� / // ..nP=�2, F5 PPVED PAR\IN� \ \ \ � F/_� NOTE: ALL WATER MAIN TO BE RESTRAINED JOINTED. . .. . . . . I .. 320 (i20 � i �i i I � �� R6POS D GR E AL NG�� I .. . .. . . . R DGE CENT LINE .. . .. .. .. .. .. .. .. .. I .. . . . . . I � ♦ P POS D GRA E - I . I . . ___ � � A NG ATER INE �.� '+� h2" L NE ST�r7P VA VE .�. �� A �GNM NT � �� y � �2" T PPINGISLEE E , . � .. . ... . ---- -- 1 � � E 1�STI G GRA E I _ i ND V LVE I 310 ----_ _ i . - -- �10 � � � � 1 " �TAP NG � LEEVE . .I \. �. �. �.I . ./ . . I �. �. . . �. �. � A D VAL � . - _ _ . . . � �. . � . .. . � � � � � 12"� LIN TOP VALV � � ♦ � � � c� �.�. . �. 1 I I � 1 � � PROFOSED 0'� R P I �.�. �. . .. . .. �. �.. I I SEWER LIN SE . . . . . . . . . . . . . . . . _ 1 1. � ,. I HE T UC- 3�� J �' � i i i R�� .. . .. .. . .. . .. z 1 . . . . . . . . . . . . �. � � .II �. � �. . . PROP ED 1 „ �� R/J D.I.P. TER LINE �� I STALL WATER LINE M[[N. 78" I' �� I �� B LOW 6 TTOM F CR EK �.�. I .�. �.. I .. .. .. . .. . .. .. .. . .. .. IMSTA�L 45° END TYP. . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. .. .. .. .. . . .. .. . .. .. I �.�. �. �.�. �.. . .�. .. . . .. �PRO OSED „ 5 EEL .. ... . . . CAS NG PI 40I LONG �� X�3 8-IN ICK, SEE .. . . zJQ � �. .�. �.0 S NG PI �E� IL �Q� �.�. �. �.�. �. . . .. �.�. . . �. ..�. I +00 1 +00 1 +00 1 +00 1 +50 � .. .. . . . .. . . .. .. .. I �.�. .. . .�.. .�.�. .. . .�.. .�.. . .�. .. . �.�.. .�.�.. . I �� FES IS"RCP = C,'�' � `^?-� - - � I .....I . I. . I .... 50 0 50 700 _ . �„=50' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CIN OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. � !:(INr�IRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHOftIZED FOR CONSTRUCTION aia�s m� rne a �se na�e bee, �e� ewea ro� i �o�, r��<e wnn REVISIONS propose genera p appl cable codes. Th's I m'ted revew and aulhorzat on for consiruc[ on �is nol NO. DATE to bn uons'dared to reyresnnl lotal wmyllance wlth ell le9el raqu'rements for tlevelopmenl and construaion. The propeny owner, design consultants, and tr2do�s d�e each respons ble for c pl �h II appl cable G ty 5�3t¢ a�ntl Federal laws. Th's specfc au(ho �zaton below's no[ a pe/m't nor shall il be conshued to perm � any volat on of C'ty State or Fetleral Law. All ConsVuct on mus� be �n accortlance wih all Local Siale antl Fetleral ftules antl Regula� ons. Transporta6on Feld Servrces SCALES HSCALE � �0' PublicUtilities vSCALE i"=5' srormwa�e� s�EE.No Plannmg/Zoning F�� UC-1 Urban Porestry Site Accessibiliry � U � STANDARD UTILITY NOTES 1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS �REFERENCE: CORPU� HANDBOOK, CURRENT DITION) 2. UTILITY SEPARATION REQUIREMENTS� A) A DISTANCE OF 100' SHALL BE MAINTAWED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OP DRINKING WATER IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIRED & WSTALLED TO WATERLINE SPECIPICATIONS HOWEVER, THE MINIMUM SEPAR4TION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL B) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAWED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER C) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE D) 5.0' MIN REQUIF & STOR MATERI SEWER E) MAINTP ALL WA CRO55 SEPARi RCP ST ADEQU ACHIE� CONCR CLEARi s-as� F) ALL OT SEPARATIONSCANNOTBE �� SPECIFY DIP MATERIALS 8 A CRA�LE HAVING 6" MIN. E (PER CORPUD DETAILS W-41 & RALEIGH PUBLIC UTILITIES DEPARTMENT 5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS- 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS. 6. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAN� &/OR FLOOOPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. 7. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &IOR FEMA FOR ANV RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTNELY) PRIOR TO CONSTRUCTION. 8. NCDOT/RAILROADENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANV UTILITY WORK INCLUDING MAIN EXTENSIONS & SERVICE TAPS) ITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION. � / � EX. WATER MAIN TO BE ABANDONED AND REMOVED AS NEEDED FOR / / � IDGE CONST U`CTION �/ � STALL WATER,��I� e /�� LU�R�B-� ST BLQ v� 12" L N V VE � 12" APPING - o0os & VA VE � wc C'�" _ – 06. ' E �(E AM D ` / � CB � ,;,� / Sf+� � \ v00 � E 2S APi B I� +4 7.25 a 44.94 RT � Dewberry �, ', DOGUMENT NOT CONSIDEREOLFIM1NAL , � '��, UNLESS ALL SIGNATURES GOMPLETEO �—� '� �DENOTES TEMPORARY � � ''�, IMPACTS IN SURFACE WATER NAD 83i A 2011 � � , O w � � � � _ N UTILITY PERMIT DRAWING � �', �— — SHEET 3 OF 8 W — — — � � — — � OS / �T..� � '� � �- �`� �/ / � � �\ \ . RKIN� / � � � / 36 P�E� ' '\ \ / '� �P }2 h6 1 E V� /� IN9TALL WATER MAIN � � �� W'32.�a� � � � � � I--I '�� , � f > ��I�� /.�� _//� , � PLUG AND THRUS�T ��P�J� I �� // \ v � �� s6 . � r. � SN'sE�"`as� �I y� �� 1 � �F / � / � �45° BEND W/ BLOCKING APPROX. LOCATIO OF �� / 8p�p 78.93 PROPOSED 6" GAS MAIN � / 44.30 RT / � , � � /u� / �0' PRIVATE SANITARY SEWER EASEMENT Q BM 1985 PG 209 TS IMPACTS DURING GAS, WATER, OHP CONSTRUCTION NOTE: ALL WATER MAIN TO BE RESTRAINED JOINTED. �. �.�. �.�. . �.�. �.�. �.�. �.�. .�. �. �.�. �.�. . �.�. .�. .. �. . .. . . ... . . I �. . �.�. �.�. . �.�. �.�. �. . .. .. .. . . . .. . . ... . . I . . ... . . .. ii . I . ., 320 (i20 � �i i � � � �� ROPOS D GR E AL NG.�. �I . I li I . . .. . . . R DGE CENT LINE .. . . .. .. .. .. .. .. .. I .. i . . I� ♦ P POS D GRA E - -- I . I . . . .. _- ___ � � A NG ATER INE �� '+� h2 L NE ST�r7P VA VE �. II � � �� A �GNM NT � y� � �2' T PPINGISLEE E , . � �� . . ... . ---- -- 1 � � E 1�STI G GRA E I _ i ND V LVE I I 310 ----_ _ i . – -- �10 � � � 1 " �TAP NG � LEEVE . .I \. �. �. �.I . ./ . . I �. . . �. �. � A D VAL � . - _ _ . . . � �. . � . .. . � � � � 12"� LIN TOP VALV � � ♦ � � � c� 1 I I1 1 � � PROFOSED 0'� R P I � � � �� SEWER LIN SE . . . . . . . . . . . . . . _ 1 1. 1 ,. I HE T UC- 3�� I �' � i i i R�� . . .. .. . .. . .. z 1 . . . . . . . . . . . �. � � .II �. � �. . . PROP ED 1 „ � � �� R/J D.I.P. TER LINE � �� I STALL WATER LINE M[[N. 78" I' �� I � � �� B LOW 6 TTOM F CR EK �.�. I .�. �.. I . .. .. . .. . .. .. .. . .. .. IMSTA�L 45° END TYP. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. . . .. .. . .. .. I �. . �.�. �.. . .�. .. . . .. �PRO OSED „ 5 EEL . ... . . . CAS NG PI 40I LONG � �X�3 8-IN ICK, SEE . . zJQ . . .. �. �.0 S NG PI �E� IL �Q� �. �. �.�. �. . . .. �.�. . . �. ..�. I +00 1 +00 1 +00 1 +00 1 +50 � . .. . . . .. . . .. .. .. I �. .. . .�.. .�.�. .. . .�.. .�.. . .�. .. . �.�.. .�.�.. . I � % qo P EP ec, '/ \ � �� P�'P 50`�' 96o v �'� 3/ / � � � � �6�� '��, 6\ . — I� ��ti�/ '�� 0 N�� 50 0 50 700 _ . �„=50' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CIN OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. � !:(INr�IRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHOftIZED FOR CONSTRUCTION aia�s m� rne a �se na�e bee, �e� ewea ro� i �o�, r��<e wnn REVISIONS propose genera p appl cable codes. Th's I m'ted revew and aulhorzat on for consiruc[ on �is nol NO. DATE to bn uons'dared to reyresnnl lotal wmyllance wlth ell le9el raqu'rements for tlevelopmenl and construaion. The propeny owner, design consultants, and co trddo�s d�e each p �bl f pl �h II appl cable G ty 5�3tE antl Federal laws. Th' p f (h � t b low's no[ a pe/m't nor shall il be conshued to perm � any volat on of C'ty State or Fetleral Law. All ConsVuct on mus� be �n accortlance wih all Local Siale antl Fetleral ftules antl Regula� ons. Transporta6on Feld Servrces SCALES HSCALE � �0' PublicUtilities vSCALE i"=5' srormwa�e� s�EE.No Plannmg/Zoning F�� UC-1 Urban Porestry Site Accessibiliry � U � w000s —� -----� _- � '�— __ � LAKE DAM RD �� ExISi�N ww � � � � WOODS � p, �� `��~L��,� TIMBER W4LLE E WOODS�t��/�� - � �\ �I� 25 APT 6 �� I� 2S APT B �� S PAVE� WACK \ I OS \ \AJ� � c -' ( a ?, � � EXISTING SEWER MANHOLE � � AND 30�� RCP SEWER LINE � TO 6E REMOVED '� � �� RE� � �5 SF rHa � � - - - ��r�=. — — -L- rr- � _ CB � — � � — —} �\\ WOODS TS IMPACTS DURING GAS, WATER, OHP CONSTRUCTION ; � � NAD 83i A 2011 N �,s �\ �� \�\�� PARKING � // 2, j6, pPVE� ' �\ \ �r REMOVE APPROX. 20LF q�� N�,32�66 ' \\ i� OF EXISTING 30�� RCP � � �/�\ \ �� \ \ , �� / 5�� PROPOSED 5' MANHOLE / 50 � � / NEW INV. IN= *301 .27 e � `��`, ✓ INV. OUT= 30� .17 � �� e�� c�,�� / � / 3� <r w000s � � �� / D W% \ .. . -- �0 �� / PPV� / FESI zq, � � _��1/" /� /// � � ?CP � � � pqVEO WALK TRAIL � — � - � / �_-s� —_—�� FES' S - p�� —��,� -� F FEsg-7�z4" fti �� , i i � - -- s ', � i ----- F --- ----- '--L i �� - -L- �� D I�� —"RCP I I\A I I3 I RICP1 I 1 �dI�C CO`L�� ' �� \\N � �ONC J \\n. 76-� 44.92 17+63.53 ��P pqVED PAFKIn 58.12' RT �I�0.37' RT �/�� 4� APT B �IL_ \� I �) L � � �� - -PROPOSE� 30" RCP SEWER MAIN @ 1.10 SLOPE PROPOSED 40� SEWER UTILITV EASEMENT �0' PRIVATE SANITARY SEWER EASEMENT BM 1985 PG 209 i� i� � � _� ��— is HrP �Es —`_ ��-_-- � B�OCK WALL Wp RAIL ornr.i� (� �n.�� ('M.r: 4S APT 6 SEOUENCE OF CONSTRUCTION AND BY-PASS PUMPING PLAN Bypass AVG PEAK Pumping Suction Discharge MAX. DISTANCE PLOW FLOW Phase Action to be comple[etl MH MH LIFT �FT) (FT) (GPM) (GPM) MH 122768 MH 122717 13 600 8658 27645 Replace MH 101592, Install 1 New MH, and sewer belween MH 101592 and New MH MH 135412 MH 122717 10 150 B 20 Notes: 1. Peak flow through 30-inch RCP based on slope s= 0.055 from MH 122786 to MH 722768, conduil flowing half full with roughness coefficient of n= 0.013. Averege flow is peak Flow divided by 2.5. 2. The contractor shall secure pumps from a pump supplier according to the provided flow information. 3. Pumping operations must be monitored 24 hours a day for each day of the pumping operation. 4. A backup pump musl be provided, and must be connected ready to pum;P at all times. Backup pump should be operaled via a Float. 5. No flow fhrough sewer plugs is allowed. Use a mechanical sewer plug (see CORPUD handbook) on downstream imert of suction Manhole. � Dewberry DOGUMENT NOT CONSIDEREO FINAL UNLESS ALL SIGNATURES GOMPLETEO �DENOTES TEMPORARY IMPACTS IN SURFACE WATER UTILITY PERMIT DRAWING SHEET 4 OF 8 50 0 50 100 1"=50' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CIN OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. � !:(INr�IRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHOftIZED FOR CONSTRUCTION aia�s m� rne a �se na�e bee�, �e��ewea ro� i �o�, i��<e wnn REVISIONS propose genera p applicable codes. Thls limlted review, and aulhorization for consiruc[ion �is nol NO. DATE to bn considared to reyresnnllotal �vmyllance wlth ellle9elraqu'irements for tlevelopmenl and construaion. The propeny owner, design consultants, and trddo�s d�e each responsible for complidnce wi�h all applicable Gity, 5�3tE a�ntl Federal laws This speoifo au(horization below'is no[ a pe/mit nor shall il be conshued to permi� any violation of City, State or Fetleral Law. All ConsVuction mus� be �in accortlance wiih all Local, Siale, antl Fetleral ftules antl Regula�ions. Transportation Field Services SCALES HSCALE � �0' Public Utilities vSCALE N/A Stormwater sHEErNo. Planning/Zoning Fire � / � /\ Urban Porestry � % Site Accessibiliry � O O � � NAD 83i A 2011 � N I I / I I � as Bypass AVG PEAK Pumping Suction Discharge MAX. DISTANCE PLOW FLOW Phase Action to be comple[etl MH MH LIFT �FT) (FT) (GPM) (GPM) MH 122768 MH 122717 13 600 8658 27645 Replace MH 101592, Install 1 New MH, and sewer belween MH 101592 and New MH MH 135412 MH 122717 10 150 B 20 Notes: 1. Peak flow through 30-inch RCP based on slope s= 0.055 from MH 122786 to MH 722768, conduil flowing half full with roughness coefficient of n= 0.013. Averege flow is peak Flow divided by 2.5. 2. The contractor shall secure pumps from a pump supplier according to the provided flow information. 3. Pumping operations must be monitored 24 hours a day for each day of the pumping operation. 4. A backup pump musl be provided, and must be connected ready to pum;P at all times. Backup pump should be operaled via a Float. 5. No flow fhrough sewer plugs is allowed. Use a mechanical sewer plug (see CORPUD handbook) on downstream imert of suction Manhole. � Dewberry DOGUMENT NOT CONSIDEREO FINAL UNLESS ALL SIGNATURES GOMPLETEO �DENOTES TEMPORARY IMPACTS IN SURFACE WATER UTILITY PERMIT DRAWING SHEET 5 OF 8 50 0 50 100 1"=50' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CIN OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. !:(INr�IRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHOftIZED FOR CONSTRUCTION Plans for the proposetl use have been reviewetl for general compliance wi[h applicable codes. Thlslimlted review,and aulhorizationforconsiruc[ion�is nol to bn considared to reyresnnllotal �vmyllance wlth ellle9elraqu'irements for tlevelopmenl and construaion. The propeny owner, design consultants, and trddo�s d�e each responsible for complidnce wi�h all applicable Gity, 5�3tE a�ntl Federal laws This speoifo au(horization below'is no[ a pe/mit nor shall il be conshued to permi� any violation of City, State or Fetleral Law. All ConsVuction mus� be �in accortlance wiih all Local, Siale, antl Fetleral ftules antl Regula�ions. Transportation Field Services Public Utilities Stormwater Planning/Zoning Fire Urban Porestry Site Accessibiliry � �Z Q �a >-cn Q� zm � REVISIONS NO. DATE SCALES HSCALE � �0' VSCALE N/A UC 2 O � �° � 0 0 � � � Dewberry �, ', DOGUMENT NOT CONSIDEREOLFIM1NAL , � '��, UNLESS ALL SIGNATURES GOMPLETEO �—� '� � DENOTES TEMPORARY � � ''�, IMPACTS IN SURFACE WATER L NAD 83i A 2011 � , 1r-T-,�I N ^ � � � � _ UTILITY PERMIT DRAWING � � �, - SHEET b OF 8 W � � � �� 1 � �� O ,'�� PARKING � � � /\�\ 3� �P D ��\�r �� REMOVE APPROX. 20LF [[ / q�� N�%32�6b � �' � �OF EXISTING 30�� RCP �{ � // � � � ; �r i %�� 5 � i / � 1-� �Q`�/ � � REMOVE & REPLACE MH 101592, Q/ INSTALL WATERTIGHT MANHOLE /N COVER TS IMPACTS DURING � GAS, WATER, OHP � � d CONSTRUCTION / / �. . . �. . . �. . Pfi POSE GRAC . . . . . . . 3 O � ��WAT R LI E �� SEE SHEE UC-t � � �� P.P OX: LOCAT ON�� .. .. .. .. .. .. .. .. .. .. .. .. .. ..OF PROP SED 6 .. .. �. . �.�. �.�. . .. .. � �GA �MAI .. ... �. �. �.�. �. .. �. o .. �. m� 3 0 �mZ° Q� oZ�� =��w� �' . .. .. . .. .. .. .. .. .. EX STING . .. . .. . .. .. .. .. . .. .. .. .. . GR DE .. .. �. �. �. �. �. �. �. �. �. �. �. �. �. 3 O. . �. 30" RC @ �.1 /o SLOf 2� � ... .... .... ..�.. .... .�.�.. .... .... ..�.. .. .�.�.. .... .�... ..an nn.. .�.�.. .... .�.ni nn 0 � G��j � E P � � �ES �5�� R�P = �,9-- - - � 50 0 50 100 1"=50' `.J � � I ��e �'' ��' �� \a\ �_ ; �'� • �°�� W �� w° �a �- o �z �Q zz Q Q �a ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CIN OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. � !:(INr�IRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHOftIZED FOR CONSTRUCTION aia�s m� rne a �se na�e bee, �e� ewea ro� i �o�, r��<e wnn REVISIONS propos g nera p appl cable codes. Th' I't d ' d 11 - t n for consiruc[ on �is nol NO. DATE to bn uons dared to yresnnl lotal wmyl'ance rv th ell le9el raqu'rements for tlevelopmenl and construaion. The propeny owner, design consultants, and trddo�s d�e each respons ble for compl dnce wi�h all applicable Gity, 5�3tE - a�ntl Federal laws. Th's specfc au(horzaton below's no[ a pe/m't nor shall il be conshued to perm � any volat on of City, State or Fetleral Law. All ConsVuct on mus� be �n accortlance wiih all Local, Siale, antl Fetleral ftules antl Regula�ions. Transporta6on Feld Services SCALES HSCALE � �0' PublicUtilities vSCALE i"=5' Stormwater sHEErNo. Plannmg/Zoning F�� UC-3 Urban Porestry Site Accessibiliry � O � � �° � 0 � ' � � � Dewberry �, ', DOGUMENT NOT CONSIDEREOLFIM1NAL , � '��, UNLESS ALL SIGNATURES GOMPLETEO �—� '� �DENOTES TEMPORARY � � ' IMPACTS IN SURFACE WATER L NAD 83i A 2011 H � ', O� 1"""1 � �'�� _ UTILITY PERMIT DRAWING � � �, - SHEET 7 OF 8 W � � � �� as , O � ' � � ' U � a ' � � ' a ' ��e ''� �� '�� \a\ �_ ; �'� • �°�� ' � �. . . �. . . �. . Pfi POSE GRAC . . . . . . . 3 O � ��WAT R LI E �� SEE SHEE UC-t � � �� P.P OX: LOCAT ON�� .. .. .. .. .. .. .. .. .. .. .. .. .. ..OF PROP SED 6 .. .. �. . �.�. �.�. . .. .. � �GA �MAI .. ... �. �. �.�. �. .. �. o .. �. m� 3 0 �mZ° Q� oZ�� =��w� �' . .. .. . .. .. .. .. .. .. EX STING . .. . .. . .. .. .. .. . .. .. .. .. . GR DE .. .. �. �. �. �. �. �. �. �. �. �. �. �. �. 3 O. . �. 30" RC @ �.1 /o SLOf 2� � ... .... .... ..�.. .... .�.�.. .... .... ..�.. .. .�.�.. .... .�... ..an nn.. .�.�.. .... .�.ni nn 0 50 0 50 100 1"=50' �W �� w� �a �- o �z �Q zz QQ �a ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CIN OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. � !:(INr�IRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHOftIZED FOR CONSTRUCTION aia�s m� rne a �se na�e bee, �e� ewea ro� i �o�, r��<e wnn REVISIONS propos g nera p appl cable codes. Th' I't d ' d 11 - t n for consiruc[ on �is nol NO. DATE to bn uons dared to yresnnl lotal wmyl'ance rv th ell le9el raqu'rements for tlevelopmenl and construaion. The propeny owner, design consultants, and trddo�s d�e each respons ble for compl dnce wi�h all applicable Gity, 5�3tE a�ntl Federal laws. Th's specfc au(horzaton below's no[ a pe/m't nor shall il be conshued to perm � any volat on of City, State or Fetleral Law. All ConsVuct on mus� be �n accortlance wiih all Local, Siale, antl Fetleral ftules antl Regula�ions. Transporta6on Feld Services SCALES HSCALE � �0' PublicUtilities vSCALE i"=5' Stormwater sHEErNo. Plannmg/Zoning F�� UC-3 Urban Porestry Site Accessibiliry WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 L 14+g0 to 15+61 RT GAS, WATER, OHP 0.07 107 TOTALS*: 0.07 0 107 0 *Rounded totals are sum of actual impacts NOTES: zo�s os os • � � V W O � � � � •� `� V � � 0 V PUBLIC IMPROVEMENT QUANTITIES PHASE NUMBER(S) 0 NUMBER OF LOTS 0 LOT NUMBER(S) BY PHASE 0 NUMBER OF UNITS 0 LIVABLE BUILDINGS 0 OPEN SPACE7 NO NUMBER OF OPEN SPACE LOTS 0 PUBLIC WATER (LF) 0 PUBLIC SEWER (LF) 0 PUBLIC STREET (LF) 0 PUB�IC SIDEWALK (LF) 196 ��, �� J� ��J�� 1� �F�. �� o �� s� �� c�' ��i��' �j��j� 9 �p �Zp �/2� �/�� ,@ �(Y 1L 1L � �d�� 9�0�� l��1�1� Jl �� pP BUFFER IMPACTS PERMIT �� WAI�E CD U1�lTY LOCATI0111: BRIDGE 1110. 910490 OVER WALIVUT CREEK LAKE DAM ROAD BRIDGE REPLACEMENT TYPE OF WORK GRADIIIIG, PAVI11lG, DRAIIIIAGE, A111D STRUCTURE WATER, GAS, SANITARY SEWER, POWER DISTRIBUTION RELOCATI0IV NAD 8y AN 2011 �� BEGIN COIVSTRUCTION c�� 70 A� FERRY ROAD E1VD COIVSTR UCTIOIV _ _ _ _ . —U POC Sta. I8 + 75.00 BUFFER DRAWING SHEET 1 OF 6 sT�T� PRo,�T a�PEREN�e No i vo i s�ETs GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLA1�S PREPARED FOR NCDOT BY: H1'DRAULICS ENGINEER 2610 WYCLIFF ROAD • �� SUITE 410 ADT 2017 = 5,000 LENGTH ROADWAY TIP PROJECT B-5556 = 0.099 MILES '''''� ""�E'�","� z'b°' ••••� ew erry �J� 2rJ � �J� �OO Y��!' PHONE: 919.881.9939 �� p ADT 2037 = 7,500 '•' N� �o^ No. F-o929 �°� � Q LENGTH STRUCTURE TIP PROJECT B-5556 = 0.019 MILES a ��, K= 9 % TOTAL LENGTH TIP PROJECT B-5556 = 0.118 MILES zaiz srnnrnann srscrF,car.oxs �« o0 PLANS , � D= 55 % DENNIS J. MORY, P.E. s�cisAruaE: r.E' � '� 50 25 0 50 100 T= 5 %* RIGHT OF WAY DATE: Pxo�scr sxcixsEa � � V= 40 MPH ROADWAY DESIGN PROFILE (HORIZONTAL) * TTST =1% DUAL 4% CHAD�D BOBROWSKR, P.E �� o`�� ENGINEER l0 5 0 l0 20 FUNC CLASS = LETTlNG DATE: MOHAMMED E. MAHJOUB, EI �� p��po LOCAL NCDOT SPECIAL STUDlES SQUAD LEADER PROFILE (VERTICAL) SUB REGIONAL TIER pE SIGNATURE: O u � DETAIL E RIP-RAPPED ENERGY DISSIPATOR BASIN DIM.I RIP RAP BASIN # RIP RAP NOT SHOWN ��T I (fi) I 1 I 2 I i I I A I 2 I 2 r��, �PwEs i z, I i .. 8�I 2�I 2 I o 1:l I I~, APRON � ... C 2 2 �_ _._ - I I I FI � � II 1 II 1 `\�!'4Rig I II � E I 5 I 5 ``1� I I F I B I 15 RIP RAP NOi SHOWN\ `� �� y � G �I � $ �I 10 _ _ _ ' PLAN BASIN # LOCATION (AT OUTLET) 1 -L- STA. 16+17 RT 2 -OWYI- STA 11+13 RT uxn� >UND �� TYPE OF LINER - CL. B RIP RAP � SECTION 09/16 SPECIAL NT BASE DITCH SEE DETAIL B , s �PA�E� WA �� a� r �r SPECIAL CUT 'V' DITCH DITCH DETAIL A w000s -- �- —C -�_ '�— __ � LAKE OAM RD � Exisiiuc Ww ~ � � . WOODS Gy ^ �� F��—� �MBER WALL � w000s .�'��%�� / � 4 � 4 � �I� �! 25 AP7 B Y� I 25 APT B p LATERAL 'V' DITCH y LOCATE AT E%ISTING DITCH � DITCH DETAIL C ��} � � � °� \D WOOD\ S f�e, BUFFER IMPACTS � FROM DWY2 /� /� a � �� ¢/ / / /� I � / _ _�� w000s,� DETAIL A SPKIAL CUT 'V' DITCH 1Nor�o s�oie) - rai Na��rai 1'� °� slope G�o��d 1:l p F o ec d Geoiexiile �� Min. D= 1.25 Ff. Type of Liner= GL B Rip Rap Mox. d=1.25 Ff. FROM -L- STA. 12+50 TO STA. 14+00 LT DETAIL B SPECIAL CUT BASE DITCH � rvm m s�oie� Ha��.oi .�` Lr.o�, Ground z:� '�D F\dte� 5lope d - o��ti ceoie.nle- 8 Min. D=2 Ft. Mo.. d=1.5 Ff. B=2 Ft. .. af Liner- CL 6 Rip Rap FROM -DVJYI- STA. 10 i- 14.13 TO STA. 11 +02.64 L'! NAD 83�NA 2011 DETAIL C LATERAL 'V' DITCH �No��o s�ole) Noturvl ~— Fill G�o��a z-1 p : �^.i�. Slopo a Geo�ex�ile � Min. D=1.5 F. Mox.d=1 Ft. Type of Liner= CL B Rip-Rap 6=Motch Exis�i�g FROM -L- STA. 12 i- 50 TO STA. 13 �I� 07 RT DETAIL D SPECIAL CUT BASE DITCH (No�fo Scole� Nafural � Gro�nd 7;� '�.'�o ¢� ' ' Fiont d � F� on°n Geo�e.��le � g Min. D=7.5 Ft. Mox. d=1.5 Ft. B-8 Fi. Type of Liner- CL I R'ip Rop FROM -L- STA.15+40 TO STA.16-17 RT {J�? J� ALLOWABLE IMPACTS ZONE 1 �`�� ALLOWABIE IMPACTS ZONE 2 BUFFER DRAWING SHEET 2 OF b 0 �__ N — — _ � — -- -- � S / �\\\ 1 / / - RIP RAP ENERGY �IS IPATOR \`� � � � SEE DETAIL E \��' � � / �j � pAftKIN� / 32, 36 PPVED \ \ 1/� / / A D \N�,322 6� \ i� � z� E � \\ � � �� \� e � ,! �� 0 A �a �`�5� �s z, e � ,� �� P 5��,� 96° / I _¢ � ��O�-w� - � e� �n-, � �� '�� r h / c.Y / 7ftAIL / / �`�\��T BR/ RIPkAP \ � WOODS SOI i/ I ^�. - j D��// � � �E��\ � -- - -. -. _ �� I �.rw�'r``- � i / � � � -� �/ i _ R�PRAP ��i �� 9•R — i � � \ CP � � � pqVEO WALK TRA/L � � �, � _ -s-� � F� -F1NQac' �__— � C --� F I �— _ . . -"' F -�F_--___-- 5- '�_ ��c 76+44.9; 58.12' RT -- =L- -- —�-° �. Jy_- QA — - - ,�� - _ � �C��C . , 1 Q _ L-�=-. �-� . �� qz �� -- - - - '4 ��- �,��1 30" =��--- I I`;� I I I' coNc �� , u� '� �oNc � ��>, �I�0.373RT /\\��D PARKiNj i II� l 45 �I�= �II� �I I� I APT B y / J 1 / �`// � � RIP RAP ENERGY DISSIPATOR SEE �ETAIL E B� SPECIAL CUT BASE DITCH s I�CH DETAIL D � BUFFER IMPACTS FROM GAS LINE BUFFER IMPACTS FROM 30" SS Im 20' PRIVATE SANITARY SEWER EASEMENT 2M 1985 PG 209 I I I �� s / � / �SY�� / � +i�^,�� FES IS" RCP _ �� z� � d£`�a,,,,��,=-- � R�Pa��ocK wA��rvyo ani� � � CONC 4 C . 2 S� Ipl j 4S APT B L� � - — _ - 50 0 50 100 �� Dewberry o No Fo� ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITV OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. (:(lNf.iIRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposetl use have been reviewetl for general compllance wi[h applicable cotles. This limited review, antl aulhorization for conslruction is nol to ba considered �o represnnt tulal �vmyliance wilh all legel requ'irements for tlevelopment and construction. The property owner, design consultants, and Cqntr2cto�s a�e eacM1 responsible f0� compliance wi�h all applicable Glty, 513te antl Fetleral laws. This specitic authorization below'is no[ a permi�, nor shall i� be cons[rued �o permi� any violation of City, Stale or Fetleral law. All ConsVuction mus� be �in accortlance wi[h all Local, S�ale, antl Fetleral ftules antl Regulalions. Tiansportation Field Services Public Utilities Sfo�mwater Planning/Zoning Fire Urban Porestry Site Accessibiliry REVISIONS NO. DATE SCALES HSCALE i"=50' VSCALE N/A �� II � � STANDARD UTILITY NOTES 1. ALL MATERIALS 8 CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OP RALEIGH D(ESIGN STANDARDS, DETAILS & SPECIRCATIONS EDET ONENCE: CORPU� HANDBOOK, CURRENT I ) I 2. UTILITY SEPARATION REQUIREMENTS� O A) A DISTANCE OF 100' SHALL BE MAINTAWED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIRED & WSTALLED TO WATERLINE SPEGFICATIONS HOWEVER, THE MINIMUM SEPAR4TION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL B) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTA� SEPARATION BETWEEN UTILITIES SHALL BE 70'. IF THIS SEPARATION CANNOT BE MAINTAWED DUE TO EXISTMG CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSI�E DIAMETER C) WHERE IT IS IMPOSSIBLE TO OBTAIN �? PROPER SEPARATION, OR ANYTIME A 4� SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL /y�e ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST 8E SPECIFIED & d�'� INSTALLEO TO WATERLINE SPECIFICATIONS /ej D) 5.0' MINIMUM HORIZONTAL SEPARATION IS / REQUIRED BETWEEN ALL SANITARY SEWER / & STORM SEWER FACILITIES, UNLESS DIP / MATERIAL IS SPECIRED FOR SANITARV SEWER E) MAINTAIN 78" MIN. VERTICAL SEPARATION AT�,u . ALL WATERMAIN & RCP STORM DR41N -� CROSSINGS; MAINTAIN 24" MIN VERTICA� SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE � — ACHIEVED SPECIFY DIP MATERIALS 8 A CONCRETE CRADLE HAVING 6" MIN. — CLEARANCE (PER CORPUD DETAILS W-41 & I --- - F) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"----- — MIN. VERTICAL SEPARATION RE�UIRED � 3. ANY NECESSARY FIELD REVISIONS ARE exisrw SUBJECT TO REVIEW & APPROVAL OF AN w' AMENDED PLAN &IOR PROfILE BY THE CITY OF � ��'"'��{. .. .. . RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO wooDs CONSTRUCTION. �� 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS 0��/�qy WATER & SEWER SERVICE TO EXISTING �� ,"..,. � RESIDENCES&BUSWESSESTHROUGHOUT �� CONSTRUCTION OF PROJECT ANY NECESSARY i S`.'? / SERVICE INTERRUPTIONS SHALL 8E PRECEDED 8Y �� } } , RALEIGH PUBLIC UTILITIES DEPARTMENT 5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS- 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS. fi. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAW ED FROM NCDWQ USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAN� &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. 7. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &IOR FEMA FOR ANV RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTNELY) PRIOR TO CONSTRUCTION. 8. NCDOT/RAILROADENCROACHMENT AGREEMENTS ARE REQLIIRED FOR ANV UTILITY WORK INCLUDING MAW EXTENSIONS & SERVICE TAPS) ITHIN STATE OR RAILROAD ROW PRIOR TO CON5TRUCTION. � EX. WATER MAIN TO BE ABANDONED AND REMOVED AS NEEOED FOR BRIDGE CONSTRUCTION INSTALL WATER MAIN � PLUG AND THRUST NAD 83i A 2011 � Dewberry DOGUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETEO � ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 �� —_— N — — �--� _ �S \ `� 1�� \ �. �\ �. PPVEO PARKING . / \ \\\�� r � INSTALL WATER MAIN � � PLUG AND THRUST BLOGK � � �� '�� `� � � ��. ?z 12" LINE STOP VAWE � Q�� s� � � ^�. �"" ��sE+'� � � i � 12" TAPPING SLEEVE .� � 2/ � � /� dP� e �� & VALVE I�n�/ I �£� �rFAIL � � �/:a R�rT�_ \ � w000s !' so�ii� ��,� PnvE��j/ / �j 3 0 � � � �� PR POSED GRAD AL . . . .. . . .BR OGE C NTER INE - � � � �� ♦� PR POSED GRAD � � � � �� AL NG WA ER L NE . ..�. �. . �.�. �.�. . �.�. . �. � �.�. .�. �.�.AL GNMEN .. . .... ... .. .... .... . .... .... ______ _ . .. EX STIN6 GRAD 3 0 ------ . � � �� 1�2" TAPP NG SL EVE � � �% � � � � AND VALV � --- � I� � � �� 12 LINE TOP� ALVE � � � . . �. �. . . . �. �. . . �. �. . 1 . � � �. . . . .. .. . . . � . .' . . . . �. �. �. �. �. �. �. �. �. �. �. �. . . . { �. �. . �. �. � �. . . . . . . . . . . . . . . .�. . . . . � . . '.,... .. .. .. . .. . .. .. .. .. . . ` �. ..� . 16� � 3p i i � � .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' .�. . . .�. . .. . . .. .. . .. .. . .� ..�. I�. �. . �. . �. �. �. �. �. . . . . . . . . . ` . � . �� INS ALL TER INE M N�.�1 " � '�� I � �� BEL W BOT OM�O CREE � � �� .�. .. �. �.�. �.�. . �.�. �.�. �.�. . �.. �.�. . .. PRO � .. . . .. .. . .. .. .. .. . CAS .. . . .. .. .. .. .. .. .. . .. . . X 3 �. �. . �. . �. �. �. . �. z Q �. �. . �. �. �. �. �. . �. �. � . �. CAS : . .... .... .. .... . . .... .. ... ... . . .... .. .... .... .... ... .... . ..... .... .... .... .... .... .... .... ... .. . .. .... .... .... .... .... ... .... . 9 00 10 00 11 00 NOTE: ALL WATER MAIN TO BE RESTRAINED JOINTED. . . I ..I. �. I.. .I. .I . .I .. I � I I �.�.�.I� � I I I I �.�.�.I � �� 2r� ; 12" LI 3 BUFFER DRAWING SHEET 3 OF 6 50 0 50 700 _ . �„=50' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITV OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. � (:(lNf.iIRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION � aia�s m� rne a �se na�e nee� �e��ewea ro. i �om r�a�oe wnn REVISIONS propose genera p appl cable cotles. Tli s I n'ted rev ew antl aulhorzat on for conslruct on is nol NO. DATE to bn uons dered �o represnnt tulal vomyl ance w Ih all legel requ'rements for tlevelopment and construction. The property owner, design consultants, and Wntr2cto�s a�e eacM1 respons ble f0� compl ance wi�h all applicable Glty, 513te antl Fetleral laws. Th's spectic authorzaton below's no[ a perm'� n r shall i� be cons[rued �o perm � any volaton of City, Stale or Fetleral law. All ConsVuct on mus� be �n accortlance wi[h all Local, S�ale, antl Fetleral ftules and Regulalons. Tiansportahon Field Services SCALES HSCALE i"=50' PublicUtilities VSCALE 7"=5' Sfo�mwater sHEErNo. Plannmg/Zoning F;�e UC-1 Urban Porestry Site Accessibiliry � O � � � _ — � Exisnu � �ry�00DS �� 0%i�� Y/! � � , � i ti S / ti PA�EO Wq ��/ �w r .,� NAD 83i A 2011 - N - _-- � � � �s � \� � �� \ �. �\ �. vEo PARKIN� r � � .3L� 36 PP \ \ \ \ �I REMOVE APPROX. 20LF / ip�� N�%32�6b OF EXISTING 30" RCP // \ / \/ \�� y� . � er�PROPOSED 5' MANHOLE � / // 5\ \��" � ��// New iNv. iN= �aoi .v � e�l �� s^�� / 1. Peak flow through 30-inch RCP based on slope s= 0.055 from MH 122786 to MH 722768, conduil flowing half full with roughness coefficient of n= 0.013. Averege flow is peak Flow divided by 2.5. 2. The contractor shall secure pumps from a pump supplier acrording to the provided flow information. 3. Pumping operations must be monitored 24 hours a day for each day of the pumping operation. 4. A backup pump musl be provided, and must be connected ready to pump at all limes. Backup pump should be operaled via a Float. 5. No flow fhrough sewer plugs is allowed. Use a mechani<al sewer plug (see CORPUD handbook) on downstream imert of suction Manhole. I � Dewberry � ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 ��. BUFFER DRAWING SHEET 4 OF b so o so �oo 1"=50' � �Z Q �a >-cn Q� zm � � pW� pW� �Qm g�a o w'' �� w Q�U7 � L � �� W ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITV OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. � (:(lNf.iIRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION � Pia�s m� rne a �se na�e nee� �e��ewea ro. i �om r�a�oe wnn REVISIONS propose genera p applicable cotles. This liinited review, antl aulhorization for conslruction is nol NO. DATE to ba considered �o represnnttulal �vmyliance wilh alllegelrequ'irements for tlevelopment and construction. The property owner, design consultants, and Cqntr2cto�s a�e eacM1 responsible f0� compliance wi�h all applicable Glty, 513te antl Fetleral laws. This specitic authorization below'is no[ a permi�, nor shall i� be cons[rued �o permi� any violation of City, Stale or Fetleral law. All ConsVuction mus� be �in accortlance wi[h all Local, S�ale, antl Fetleral ftules antl Regulalions. Tiansportation Field Services SCALES HSCALE i"=50' Public Utilities VSCALE N/A Sfo�mwater sHEErNo. Planning/Zoning Fire � / � /� Urban Porestry � % Site Accessibiliry � � � � � -- �—Si� � � �ry�00DS �� WOODS �5��/ � � � sI� �� ( ( 25 APi 6 �(z I C NAD 83i A 2011 � — — N � — — - - � �s � \� � �� j \�\�� PVEo PARKIN� I i n / PAVE�\ ; l f I�OS I � Dewberry � ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 �..�. 3��j6' , \\\\\ � � REMOVE APPROX. 20LF / ip��jOP ,32�6b � � OF EXISTING 30" FCP � � // �� 6 �^} `�} � / �'��. Br NEWP�NVD IN MA*-3H01L 27 I.e i� �7\ \�� '� / Sa�P� �� i N INV. OUT= 30�.17 ^� �I ye! I �£:Y"' � KTftP�I / � j/ RIPRaP W000s �� / D �% T�T�_ v� _— �� PA�%/ i � 75 `8'4� ,� REMOVE 8 REPLACE MH 101592, INSTALL WATERTIGHT MANHOLE COVER .. . . . �.�. .�. �. �.�. �.�. . �.�. �.�. �.�. �.�. .�. �. �.�. . . � . . . �. . �. . �. � � Pfl�OPOSE GRAC 30 � „ . . . . . . .. . . . . . . WAT�R LI E - - � � � � � � � � SEE��, SHEE UC-"I . . � . �. �. . . �. �. �. . �. �. . �. . . . P,P ROX : LOCAT ON � . . �: .. . . . .. .. . .. .. .. ..OF PROP SED 6 I - . �. �. �. . �. �. �. �. . �. �. �. �. . � � GA MAI � _ �. �. �. �.�. �. .. �. o.. mm s o `�Z� I Q� oZ�� 0 =�w� ,. . � �.�. �. �.�. . �.�. . �.�. �.�. �.�. . �.� �.�. � � � . . .. .. . .. .. . .. .. .. .. .. .. .EX STING . � �.�. . �. .�. �.�. �.�. .�. �.�. �.�. �. .� �GR �E . ' i .. .. . .. .. . .. .. .. . .. .. . . . � �. �. �. �. �. �. �. �. �. �. �. �. �. . . . 3 � � 30" RC @ 1.1 /o SLOf . . I .. .. . .. .. . .. .. .. .. .. .. .. .. . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.�. �. �. �.�. �.�. �. �.�. �.�. �. �. .�. . �. I . . .. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . . I . � . �.�. �. . �.�. �.�. . �.�. �.� .�. 2 ��.�. . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � (1 !�(� . . . I . � 1 !�/1 0 ��FES IS"RCP _ C,'�' � `^?—� — — � BUFFER DRAWING SHEET 5 OF b 5� 0 5� �� 1"=50' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITV OF RAIEIGH AND/ OR NCDOT STANDARDS AND SPECIFICATIONS. � (:(lNf.iIRRFNT RFVIFW APPRnVAI CITV OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION � aia�s m� rne a �se na�e nee� �e� ewea ro. i �om ra�oe wnn REVISIONS propos genera p appl cable cotles. Tli I't d ' antl aulhorzat on for conslruct on is nol NO. DATE to bn uons dered �o presnnt tulal vomyl ance w Ih all legel requ'rements for tlevelopment and construction. The property owner, design consultants, and Wntr2cto�s a�e eacM1 respons ble f0� complance wi�h all applicable Glty, 513te antl Fetleral laws. Th's spectic authorzaton below's no[ a perm'� n r shall i� be cons[rued �o perm � any volaton of City, Stale or Fetleral law. All ConsVuct on mus� be �n accortlance wi[h all Local, S�ale, antl Fetleral ftules and Regulalions. Tiansportahon Field Services SCALES HSCALE i"=50' PublicUtilities VSCALE 7"=5' Sfo�mwater sHEErNo. Plannmg/Zoning F;�e UC-3 Urban Porestry Site Accessibiliry ■. . ■. . ., . � .. .; - • • '• •• '• , �� - -_-_____--- - -_-_____--- a � - , - . . ��a�� a , � . , - ��a�� a - , .: - - a�� ,.. , �� -�� aaaa � Rev. SEP 2016