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Home My WebLink About20130115 Ver 1_Site Plan_20130401Strickland, Bev From: David Gastel [dgastel @landdesign.com] Sent: Monday, April 01, 2013 3:55 PM To: Strickland, Bev Subject: Project: 7512006 1200 NORTH STATE STREET - File Transfer - Oakwood North Subdivision DWQ# 13 -0115 Attachments: Transmittal - 00021.pdf IMPORTANT: Click a link below to access files associated with this transmittal that came in through the Land Design Info Exchange web site. The attached file contains the transmittal details. Click here to download associated files Project 7512006 1200 NORTH STATE STREET Name: Project 7512006 Number: From: David Gastel To: Beverly Strickland (Division of Water Quality) CC: Steven Keidel (Land Design), Ross Massey (Land Design) Subject: Oakwood North Subdivision DWQ# 13 -0115 Sent via: Info Exchange Expiration 5/1/2013 Date: Remarks: Beverly, Sorry, I thought you only wanted the stormwater plans. Can I have a status updated on the plan review? I have attached the complete set. Let me know if you need anything else. Thanks, David Gastel, PE, LEED AP BD +C Associate Transferred Files Name Type Date Time Size Calculation Manual.pdf PDF File 3/21/2013 9:40 AM 5,098 KB OAKWOOD NORTH.pdf PDF File 3/21/2013 8:28 AM 24,787 KB To share and learn more al.: OUt Newforma Info Exchange visit www.newformant.com Thanks, David Gastel, PE, LEED AP BD +C Associate LandDesign I Raleigh NC 19 West Hargett Street Suite 602, Raleigh, NC 27601 V: 919.838.9331 F: 919.800.3583 C: 704.351.5227 1 Email: dgastel(Manddesign.com For 30 years LandDesign has offered award winning urban design, planning, civil engineering, branding and landscape architecture solutions to public and private sector clients across the globe. With three offices in the United States and Beijing China, the LandDesign team effectively brings innovative, buildable, sustainable and ecologically responsible projects to life worldwide. The information transmitted in this message is only for the use of the Intended Recipient, for the sole purpose agreed upon with LandDesign, Inc. Recipient agrees to verify the information to ascertain accuracy and completeness for the intended use and to ensure that such information is free of all viruses and other defects prior to use. LandDesign, Inc. accepts no responsibility for loss or damage arising from the use of this information. VICINITY MAP SCALE: 1"=500' OAKWOOD NORTH NEIGHBORHOOD DEVELOPMENT REFERENCE: S -28 -12 1200 N STATE STREET RALEIGH, NC 27604 CITY OF RALEIGH INFRASTRUCTURE CONSTRUCTION DWQ PLAN DEVELOPER KB Home Raleigh Durham, Inc SHEET INDEX: PLAN REVIEW REVIEW 4518 S Miami Boulevard, Suite 180 Durham, NC 27703 C -0.0 Cover 2/28/13 03/21/13 (919) 502 -7714 C -1.0 Existing Conditions Plan 2/28/13 03/21/13 dcushing @kbhome.com C -2.0 Site Plan 2/28/13 03/21/13 Contact: David Cushing C -2.1 Easement Plan 2/28/13 03/21/13 C -2.2 Site Plan Details 2/28/13 03/21/13 LANDSCAPE ARCHITECT Land Design, Inc. C -2.3 Site Plan Details 2/28/13 03/21/13 AND CIVIL ENGINEERING 19 W Hargett Street, Suite 602 C -3.0 Required Landscape Plan 2/28/13 03/21/13 C-3.1 Landscape Details 2/28/13 03/21/13 Raleigh, NC 2760 I C -3.2 Tree Conservation Area 2/28/13 03/21/13 (919) 838 -9331 C -4.0 Grading Plan 2/28/13 03/21/13 dgastel @landdesign.com C -4.1 Erosion Control - Phase 1 2/28/13 03/21/13 Contact: David Gastel C -4.2 Erosion Control - Phase 2 2/28/13 03/21/13 C -4.3 Erosion Control Details 2/28/13 03/21/13 SURVEY Chandler Land Surveying, Pa C -4.4 Erosion Control Details 2/28/13 03/21/13 309 S Fuquay Avenue C -5.0 Overall Stormwater Plan 2/28/13 03/21/13 Fuquay Varina, NC 27526 C -5.1 Stormwater and Driveway Profiles 2/28/13 03/21/13 (919) 552 -4845 C -5.2 Stormwater and Driveway Profiles 2/28/13 03/21/13 C -5.3 Stormwater and Driveway Profiles 2/28/13 03/21/13 jhandler@chandlerlandsurveying.com C -5.4 BMP Plan and Profile 2/28/13 03/21/13 Contact: John Chandler C -5.5 BMP Plan and Profile - 03/21/13 C -5.6 BMP Details 2/28/13 03/21/13 C -5.7 Stormwater Details 2/28/13 03/21/13 C -5.8 Stormwater Details 2/28/13 03/21/13 C -6.0 Overall Utility Plan 2/28/13 03/21/13 C -6.1 Utility Profiles 2/28/13 03/21/13 C -6.2 Utility Profiles 2/28/13 03/21/13 C -6.3 Utility Profiles 2/28/13 03/21/13 C -6.4 Utility Details 2/28/13 03/21/13 C -6.5 Utility Details 2/28/13 03/21/13 C -6.6 Utility Details 2/28/13 03/21/13 C -7.0 Pre - Developed Drainage Area Map 2/28/13 03/21/13 C -7.1 Post - Developed Drainage Area Map 2/28/13 03/21/13 C -7.2 Nitrogen Removal Map 2/28/13 03/21/13 C -7.3 Off -Site Drainage Area Map 2/28/13 03/21/13 C -8.0 Sight Distance Plan 2/28/13 03/21/13 C -8.1 Sight Distance Plan 2/28/13 03/21/13 C -8.2 Sight Distance Plan 2/28/13 03/21/13 GENERAL INFORMATION Property D Wake County Property Identification Number(s) for each parcel to which these guidelines will apply Residential C , f f. . . i i , , R R. • • • . . R Residential . r r� GENERAL INFORMATION Property D Wake County Property Identification Number(s) for each parcel to which these guidelines will apply Residential C , f f. . . i i , , R R. • • • . . R Residential . r r� 1 . Total # Of Townhouse Lots Detached 4. Overall Total # Of Dwelling Units (1-3 Above) 2. Total # Of Apartment Or Condominium Units Units 1brF_1 2brF-]3bf-]4br or more 3. Of • • -•w Dwelling Units Densities Per Zoning i SITE AND COMMERCIAL BUILDING DATA SHEET 1 01.04.11 1 Phase Numbers 1 2 3 Number of Lots 4 18 17 Lot Numbers by 1 -4 5 -22 23 -39 Phase Number of Units Livable Buildings 4 18 17 Open Space? No No No Number of Open Space Lots Public Water (LF) 241 703 572 Public Sewer (LF) 245 706 450 Public Street (LF) 744 800 541 Public Sidewalk (LF) 451 800 541 CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STO RMWATER PLANNING FIRE URBAN FORESTRY N U z sb0 Ln O ip U r4 Ln it O N Cq d N J o% E d U_ V L. _ c L_ N M •.!V C y M di0 rn y r c C � w U z \\ \111111111// �9�E SI GN'''j,,y, %' CORPORATE SEAL 0 / /11111111 \\ PRELIMINARY NOT FOR CONSTRUCTION H Z w CL � O LU O W z 0 0 0 O � z Qcl� U IE LU m � 0 w � O W = ZY U 0i z O Lu w 0� U C7 C) 0 C7 0 0 O Ln Vn • ALL CONSTRUCTION TO BE DONE IN N U o m o ACCORDANCE WITH ALL CITY OF RALEIGH N w z w z U O Z �mww AND /OR NCDOT STANDARDS AND Lu U SPECIFICATIONS. Q w 1� = U 1� 2: DDDUO'cnw V) CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STO RMWATER PLANNING FIRE URBAN FORESTRY N U z sb0 Ln O ip U r4 Ln it O N Cq d N J o% E d U_ V L. _ c L_ N M •.!V C y M di0 rn y r c C � w U z \\ \111111111// �9�E SI GN'''j,,y, %' CORPORATE SEAL 0 / /11111111 \\ PRELIMINARY NOT FOR CONSTRUCTION H Z w CL � O LU O W z 0 0 0 O � z Qcl� U IE LU m � 0 w � O W = ZY U 0i z O Lu w 0� U C7 C) 0 C7 0 0 O Ln Vn • ALL CONSTRUCTION TO BE DONE IN N U o m o ACCORDANCE WITH ALL CITY OF RALEIGH N w z w z U O Z �mww AND /OR NCDOT STANDARDS AND Lu U SPECIFICATIONS. Q w 1� = U 1� 2: DDDUO'cnw V) \\ \111111111// �9�E SI GN'''j,,y, %' CORPORATE SEAL 0 / /11111111 \\ PRELIMINARY NOT FOR CONSTRUCTION H Z w CL � O LU O W z 0 0 0 O � z Qcl� U IE LU m � 0 w � O W = ZY U 0i z O Lu w 0� U C7 C) 0 C7 0 0 O Ln Vn • ALL CONSTRUCTION TO BE DONE IN N U o m o ACCORDANCE WITH ALL CITY OF RALEIGH N w z w z U O Z �mww AND /OR NCDOT STANDARDS AND Lu U SPECIFICATIONS. Q w 1� = U 1� 2: DDDUO'cnw V) 0i z O Lu w 0� U C7 C) 0 C7 0 0 O Ln Vn • ALL CONSTRUCTION TO BE DONE IN N U o m o ACCORDANCE WITH ALL CITY OF RALEIGH N w z w z U O Z �mww AND /OR NCDOT STANDARDS AND Lu U SPECIFICATIONS. Q w 1� = U 1� 2: DDDUO'cnw V) 278"" / f •��...�... �.,....,t' j,F" EOP EX. FES-1 ,.F' ,a"" .�. -w."". / M,r"' ..w .,�� ` f 'u" a,�'� / � / 1 d ,s� d ,i"A l �.,r" .,� r r' ,+" •. •.. ..• •r ...,.. .... —� _ /i�� EX. CI -3 RIM: 284.54 INV OUT: 281.24 EX. LIGHT POLE — LEGEND: H Z EX. DRAINAGE EASEMENT X X X EX. FENCE ST ST EX. STORM PIPE OHU CL 0 OHU EX. OVERHEAD ELECTRIC SAN SAN EX. SANITARY SEWER � ; EX. GIS MINOR CONTOUR OW EX. GIS MAJOR CONTOUR z p EX. SURVEY MINOR CONTOUR C) 0 EX. SURVEY MAJOR CONTOUR O 0 z EX. ROW O110� OO y EX. SANITARY SEWER MANHOLE EX. LIGHT POLE EX. UTILITY POLE WITH LIGHT mo=w 0 EX. UTILITY POLE Q ❑ 0 EX. STORM BOX O OO Y EX. STORM MANHOLE 71: If EX. FIRE HYDRANT ® EX. WATER MANHOLE ® EX. WATER VALVE - EX. 8" PVC EX. CONCRETE DRIVEWAY \ EX. UTILITY POLE " LAND USE: SINGLE FAMILY ZONING: R -10 GUY WIRE 11 SOW EX. CI -2 RIM: 274.61 INV OUT: 268.41 EX. UTILITY POLE — —� EX. 18" RCP XK Cn — — — — EX. CI -1 -ew RIM: 274.56 INV IN: 267.46 z INV OUT: 267.26 f � N-0 �7_' �Cf)� — STCf) ` — — EX. FIRE HYDRANT �X = Zx EX. 24" RCP I- I — EX. CURB CUT ONLY EX. CONCRETE AND / EX. 24" RCP ASPHALT DRIVEWAY EX. SSMH -1 y� RIM: 270.75 I CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE NOTES: 1. SURVEY PROVIDED BY: CHANDLER LAND SURVEYING, PA 309 S FUQUAY AVE FUQUAY VARI NA, NC 27526 2. THIS PROPERTY IS SUBJECT TO ALL SETBACK AND EASEMENT REQUIREMENTS SET FORTH BY THE CITY OF RALEIGH AND WAKE COUNTY. 3. ALL ELEVATIONS SHOWN ARE BASED ON NAVD'88 VERTICAL DATUM. BENCHMARK ELEVATION WAS OBTAINED FROM OPUS. 4. NO WETLANDS HAVE BEEN LOCATED ON SITE. 5. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION. 7. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION, CONSTRUCTION, AND EXCAVATION. B. CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORKASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH APPROPRIATE UTILITY COMPANY. g. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 10. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 11. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT -OF -WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND /OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 13. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 14. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN. 15. DEMOLITION WORK SHALL NOT COMMENCE UNTIL GRADING PERMIT HAS BEEN ISSUED. 16. AREA OUTSIDE OF SURVEYED LIMITS PROVIDED BY WAKE COUNTY GIS DEPARTMENT. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS INCLUDING UNDERGROUND UTILITIES AND TOPOGRAPHY PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 4 20' 0' 20' 40' 80' BEFORE YOU DIG! CALL 1 -800- 632 -4949 N.C. ONE -CALL CENTER IT'S THE LAW! f Co .o N U z sao Ln %0 0 OD U NO M Co v N J c% E i� E _ c LL M •� N M y G V f9 y rd OD c � J C 3 W U z SIGN'''j,,y, %' ,v• cz CORPORATE SEAL E IMINARY OT FOR TRUCTION 0i z O V) w c� c� o — r') C) "'m�o� N p m 0 U �w NZ � >Z w mww H Li (_9 U J L w <LuO U O w U Qw�1E U� 2 1)1)1)UO'cnCL V) H Z w CL 0 � ; Z OW g z p z C) 0 O O 0 z p O110� y O mo=w z Q 0 0 N O W= Z Y W 0i z O V) w c� c� o — r') C) "'m�o� N p m 0 U �w NZ � >Z w mww H Li (_9 U J L w <LuO U O w U Qw�1E U� 2 1)1)1)UO'cnCL V) DEVELOPMENT SUMMARY: L__j - I I I I III III PARCEL ID #: 1714245663 W >_ III PROPERTY OWNER: JESSUP, REBECCA WEATHERFORD I I III , BARNES VEASEY, CORNELIA T I I III 3 III I 109 COVENTRY LN I 0 0 J III CARY NC 27511 -6636 7b'1 III W 0 =III EXISTING ZONING: RESIDNETIAL -10 (R -10) DISTRICT _N .98'� - I i II Z m ¢III USE Opl ^56'68 L= 10.25',R= 274.04' II III EXISTING: SINGLE FAMILY RESIDENTIAL PR OS Q TCA M. 'p, . - e =2.14 III O a TIE INTO EXI ING PROPOSED: SINGLE FAMILY, DETACHED • 66 .74, ss.5s' � STREET ' 54.04' � 51.03' ^ 0'961 I � SITE ACREAGE: ± 10.77 ACRES 51.03• 64'x1' DENSITY: 39 LOTS i � - - - - -� 51.03' o -_ -- 51.03' w 20'REgRYARD - _ 1 I r - 03' - L= 9.21' 275.00' PRIMARY TREE CONSERVATION AREA I I I , 5.26' - - J� I - J I i \ . I I I I I - - - I A=1.92 REQUIRED: ± 1.077 (10% OF ± 10.77 ACRES) PROVIDED: ± 1.077 ACRES (10.0 %) 6yp3 I I I I I I PROP. RETAINING WALL I I I O NI I LOT REQUIREMENTS/ YARDS O 7 O ° I I I I (BY OTHERS) I I I - LOT SIZE: 5000 SF MIN. w $ o i I 6,734 sq.ft �� 6,077 sq.ft i- - M b 0 I I ¢ / \ \ 6,813 sq.ft I I I I 5,843 sq.ft I_ I I I w �� LOT WIDTH: 45 FT MIN \ \ 1 O \ I I 60 FT MIN. CORNER LOT 5,749 sq.ft 5,655 sq.ft C6; GO LOT DEPTH: 70 FT MIN. 6,681 sq.ft 5,561 sq. ° 8,292sq.ft W FRONT YARD: 20 FT �'01b. /\ \ ° \ \ I I I I I SIDE YARD: 5 F L s . z a 0 3I r ' I AGGREGATE SIDE YARD: 15 FT I - _j _ ¢ ¢ I M CORNER SIDE YARD: 20 FT �0 6,681 sq.ft \ \ L =a7.7r L =s.z7' - - -I - - - - - I I Iw wl I N h� N REAR YARD: 20 FT - - • C ?p 41.09' I - - - _ J ). I ; ) ti po $ \ \ \ , L =47.7 R= 300.00' R= 300.00, 51.00' - co U)- - - - - 1v� ti� \ \ \ R =3p00p' 51.00' PROP. ROW 51.00' `�'D - 2 BUILDING HEIGHT: 40 FT MAXIMUM \ _ 20' FRONT YARD 6� 1� 0:� 1-�3p0 p0 � 51.00' I - 46.25' / \ 6,681 sq.ft \ \� / R' - ISTANGE PROP. NORTH STATE � 17 DEVELOPER \ DRIVEWAYTIE-IN WITH SEE NOTE 20 P PO E T A RO -01 a /o° fZc21� ESE 403.06' o b 1 PROPERTY OWNERS CD ❑ I W 2� REPRYP \ \ \ \ / / x,30 °' x,233 o a 12 �i?s (50' PUBLIC RIGHT N- Noa_19' 56.1^E - ° ° 1 O. 20' C EAR DIS ANCE A`r I I TIE INTO E STING ❑ ��_ \ \ \ \ / / R =250.00' R= 250.00' o. ) m M m - SF�NpT�F ?p - N CURB AND MUTTER O \ / 79.81' L= 1.91' � I �� \ \/ �61� ° , � � 20'F 09' "? RONTYARD � °a ?o I rn 0) \ °' 1 o z PROP I - � L�79' EX. INTERMITTENT STREAM Z 6,555 sq.ft W 10 or _ °f- - - - - ° -7 20' CORNER SIDE YARD \ \ / ° w p _ - - 3.95>S N �- / �W - �` \35, ��- \ \c11��\ / AZ* I 1- I - - - - - - o DEVELOPER TO COORDINATE ° R =2> 3. I I 0 - OR7 STATE ST RS DEVELOPER TO COORDINATE \ �Ot�.�\ / / �Q„'s° / / � \ \ �•� I Q Z � I ¢ DRIVEWAY TIE -INS WITH if N - _ - Soo � (PUBLIC Ar RE DRIVEWAY TIE -INS WITH I \ 14 9 / / / \ \ w Z I PROPERTY OWNERS - _ PROPERTY OWNERS \ 9,fj�p\ / yti oo° / / o p I w �1 W g O I 39 ir o . IC RIGHT.OF_ Er \ 6,451 sq.ft \O y6 6 / •SJ�'� °° by V A\ I°' I I v� :° a u I I m _ ASPHALT 21 a; 7,834 sq.ft I / wAY) / \ O 22 I W N I N SITE PLAN NOTES: \ o OR. / o \ \ I^ 'I O z I / III I i `IP.R ° / 7,163 sq.ft L - PROP. RETAINING WALL \� �RONC Q y °° ati / \ \ 20 \ I I 7,735 sq.ft I O I 45 00' 5' SIDE YARD 1z� - - - I _ I 11 \ (BY OTHERS) 2� / / ��^ / \ \ \ I I I - 26. 0' ,-5' SIDE)YARD 120.00' _ 1. SURVEY INFORMATION SHOWN IS BASED ON WAKE COUNTY GIS E INTO EXISTI G / / 7,201 sq.ft C14 - - III III DATA AND SURVEYED DATA. URBAN GU ER f / PROP. GUARDRAIL PER <� �$°$ \ \ \\ I I i BC BC i - - III 2. ALL DIMENSIONS ARE TO BACK OF CURB AND FACE OF BUILDING NCDOT STANDARDS / o ' UNLESS OTHERWISE SHOWN. R= 312.89: / �/ � 1. \ \ \ \ �- -J L - - - J 3.50' a I TIE INTO EXISTI \, I CURB AND GUTTER 111 3. AT TIME OF STAKING, CONTRACTOR TO CONTACT LANDSCAPE 5.0 Q / v ARCHITECT FOR DIGITAL SITE PLAN FILE FOR COORDINATION OF OR / / \ \ \ \ / / 20' REAR YARD 1 I I � II STAKING. R= z7s.00' / _ 0 266$'/ oA °/ ` \ \ 6,717 sq.ft / \ as 16.40' I 6,120 sq.ft �_ 30 / , \ \� 24. 66.00' II I " 4. SHOULD ANY DISCREPANCIES OR ERRORS BETWEEN COORDINATE 0 0 ° 215 p0 ° /118 \ , �o • 5.65. 4.68 16.4o, S' SIDE YARD 66.07 5 41' - L =1 U ° ,ri/R, a ` < 20 gyp, 2 / - - - - - �I _ I III I POINTS AND DIMENSIONS OR OMISSIONS OF CRITICAL STAKING R= o o m / V' , \ 5 46 8.69 gi 120.00' V 16' ° i\ o. / z N I INFORMATION BE DISCOVERED, CONTACT THE LANDSCAPE � m R'/ °$ / / / \ \\ \ \ \ \ / 9$a1 25. �� / / I- - - - - 120.00'_ -- C4 _ _ III II ARCHITECT IMMEDIATELY FOR A COORDINATED SOLUTION. �,41� N��PR / \ \ Q \ \ / / 0• t� / / 5. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL 0 1. R= 300.00' ,FRO \ 1 v \ \� y3 4 N I - 11 CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS. = 39.98• 6,927 sq.ft zo < b / L 6. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO L= 51.25' � O \ , �� a`' \ 37 I $w � � \ , � �� \ \ � � / / I III OBSTRUCTION BETWEEN TWO (2) AND EIGHT (8) FEET IN HEIGHT DEVELOPER TO COORDINATE h d- _ \ ' / / e �y y / \ \ 8,465 sq.ft ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED / DRIVEWAY TIE -INS WITH .-op - - � \ \ \ \ / a• \ / �o ^• o /\� 7,292 sq.ft / N' N � I �I� WAY, IF NO CURBING EXISTS. MINIMUM CORNER CLEARANCE FROM f / ,�. „ Ary o o r. rn PROPERTY OWNERS pao CURB LINE OF INTERSECTION STREETS SHALL BE AT LEAST ,° I TWENTY 20 FEET FROM THE POINT OF TANGENCY. \ N, 7,014 sq.ft 1y \ o S,\ / <c o h 120.x, ( ) cs '-� \'' \ Q\ / o / �� h / �� 7. STOP BEFORE YOU DIG. CALL THE NORTH CAROLINA ONE -CALL PROP. GUARDRAIL PER \ \ � / \ \ \ N " ° ?o. \ �/ _ CENTER AT 800 632 -4949. ITS THE LAW. y. NCDOT STANDARDS \ \ O \ / \ \ 24 \ ' {,9\ / / �% e- �� / ( ) _ _ 8. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING BENCHMARKS N► 6,080 sq.ft \ / / / AND OTHER REFERENCE POINTS THROUGHOUT THE PROP. RETAINING WALL \ ?� 7,179 sq.ft \ \ / ''? CONSTRUCTION PERIOD. BY OTHERS \ O / / ?3 \ se / ^90° / G / ( ) ', 15 \ \ � 3 11� / i' \ \ \ / yo / \ 3V / � 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL CONSTRUCTION ELEMENTS. ALL DISCREPANCIES IN DIMENSIONING "\ 6,876 sq.ft \ \\ / / /1A / / / \ \ \ \ 2� \ \ / / �G Qp ^�oy�' / \ \ \ \ 7,364 sq.ft / I (j Q I SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT AND OWNER 1 \ \ \ o / \ / ry o W 3 IMMEDIATELY. O O \ / 1a 6,103 sq.ft \ \ / y ^po/ �O Pyl y 2p ^a \ / / 681 \ ,� ° • oo, 10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT O 2O°0" \ \ ,ry / U) ~, JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE w 3 O \ / 51 �0 / / / \ \' \ \ \ / / `�G��C3�' \ / \ \. \ \ / / a PLANS. a m zo� \ \ ,i Z ¢ 11. ALL IMPROVEMENTS AND WORK SHALL BE IN ACCORDANCE WITH -t / 5 \ �\ / Q ' J / \ \ - �? THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE STATE �I Z 199e 2� RR / / / \ \ \ �,�s 6,277 sq.ft \ y�°° / \�� / / \ \ 35 / \ I _ _ I M AND LOCAL STANDARDS. IN THE ABSENCE OF SPECIFIC PRODUCT z / \ \ �z ° \ SPECIFICATIONS OR CONSTRUCTION PROCEDURES, CONTRACTOR W .. O 49� O\ / \ 27 \ \ 7,364 sq.ft / SHALL REFER TO THE 2012 NCDOT STANDARD SPECIFICATIONS FOR Z .� p.R \ ,� ; / / \ ��, 4 I PROP. DECORATIVE FENCE',e c V A / COQ' q'' \ / / 12 ROACONFDL CT EXISTS BETWEEN SPECIFICATIONS ON THESE PLANS ZO 6,477 sq.ft \ \ / Q y ^. / \ \ \ / (�� AND SPECIFICATIONS REFERENCED ON THESE PLANS, THE CONTRACTOR WILL BE HELD TO THE STRICTER SPECIFICATION. - - 13. IF A CONFLICT EXISTS BETWEEN SPECIFICATIONS AND DETAILS ON 5,968 sq.ft \ \ - - _ / / \ ��, 6,158 sq.ft \ I - THESE PLANS AND MANUFACTURERS RECOMMENDATIONS, THE \ ooq''\ / CONTRACTOR WILL BE HELD TO THE STRICTER SPECIFICATION. 29 \soon\ L= 20.98' y \ ' \ ,tip yo I - _ 114. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A L =23• <0* \ / V Cb MANNER SUCH THAT WORKERS, OWNERS REPRESENTATIVES, AND R= ss.00' / \ \ 33 \ THE GENERAL PUBLIC IS PROTECTED FROM HARM. CONTRACTOR 7,607 sq.ft \�Oa\ / Vi�y� /oo R -2 COQ / / \ \ \ / �p . / MAY INSTALL TEMPORARY PERIMETER FENCING AS APPROVED BY ,o \ y6' N 6,120 sq.ft \ �9• \ PROP. RETAINING WALL \ °s Q- o / � $, THE OWNER. CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL \ (BY OTHERS) \ c9) / °o_ `\ \ \ / NECESSARY PERMITS ARE OBTAINED PRIOR TO INSTALLATION OF O\ FENCING. 15. CONTRACTOR SHALL VERIFY THAT ALL REQUIRED ENCROACHMENT Q PERMITS ARE IN PLACE BEFORE WORKING IN ANY EASEMENTS AND f 9 \ 3 �I \ \ y I RIGHT -OF -WAYS. CONTRACTOR SHALL ADHERE TO ALL \ \ i oo \ \ �� 6,374 sq.ft / _ _ CONDITIONS AND PROVISIONS OF THE ENCROACHMENT PROP. DECORATIVE FENCE \ \ ac 600 BOC2450 \ �9��'\ DOCUMENTS. 16. CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND \ 33.51• d� o N \ \ \ / PROVISIONS OF THE PROJECT PERMITS AND APPROVALS PROP. RETAINING WALL (BY OTHERS) PROP. RAISED ISLAND 1' -6" MOUNTABLE CURB & GUTTER ADD ALTERNATE INCLUDING, BUT NOT LIMITED TO, DRIVEWAY PERMITS, TREE y�e ' Q. CONSERVATION PERMIT, GRADING PERMIT AND "APPROVED AS / \ 6,938 sq.ft \ _ NOTED" COMMENTS. CONTRACTOR SHALL IMMEDIATELY REPORT �O _ ANY DISCREPANCIES BETWEEN CONDITIONS /PROVISIONS AND CONSTRUCTION DOCUMENTS TO LANDSCAPE ARCHITECT AND OWNER. 4W / I U_ _ 17. THE CONTRACTOR SHALL RESTORE OFF -SITE CONSTRUCTION \ \ \ • \ \ / / I m - AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO \ 30 ti 3 I COMMENCEMENT OF CONSTRUCTION. \ \ v `'• O j .. 18. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING • 6,043 sq.ft �'• j OQ ;,� I UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST \ / BE RELOCATED AT THE EXPENSE OF THE APPLICANT. 19. CONTRACTOR SHALL INSTALL PVC SLEEVES UNDER PAVED AREAS \ / / FOR UTILITY AND IRRIGATION BEING INSTALLED PRIOR TO PAVING OPERATIONS COMMENCE. COORDINATE WITH EACH UTILITY AND \ \ IRRIGATION INSTALLER FOR NUMBER OF SLEEVES, LOCATION, AND SIZE REQUIRED. 20.,CLEAR DISTANCE REFERS TO NO DRIVEWAY TO BE LOCATED / WITHIN THIS SECTION / I - 3940 Fti \ \ \ CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 20' 0' 20' 40' 80' BEFORE YOU DIG! CALL 1 -800- 632 -4949 N.C. ONE -CALL CENTER IT'S THE LAW! Co N U sbo LLn °1 0 Cd OD U NO M � O � Co c v E E LL V L L 4j c - L,o in rn C ran, C6 y ed � c = 0. Cd 3� w U z 11111111111111 CORPORATE 'SEAL X111111111111 cAR�Ir SEAL `Y 038607 /V GPI vN EE •'' G, �` PRELIMINARY NOT FOR CONSTRUCTION V) z O Lu w 13� C7 `O N 0 0 H V) Q _ O M ) � Z m O U • N-m C) Co C) �w -� w w NZ >Z�mL =jU ' Lii0 >U _j L w ~Naw a° QWr�2 w U U�' D D D U O'Ln IL CL O � LU O W z 0 0 0 O � z Q1101 � 0 IE \ 0-i W Z CL O W= Z Y W �, V) z O Lu w 13� C7 `O N 0 0 V) Q _ O M ) � m O U • N-m C) Co C) �w -� N w NZ >Z�mL =jU ' Lii0 >U _j L w ~Naw a° QWr�2 w U U�' D D D U O'Ln IL 2 V) _ ❑I I I PROP. FLOOD STORAGE EASEMENT EL: 263.64 I PROP. TIE -IN ELEVATION EL: 264.00 II PROP. S RETAINING WALL EASEMENT I PROP. 20' DRAINAGE EASEMI .N -' _ I I I I L__j LJ L-L _ I (6I ,96'68_ K 7�77 /— 7-/ --,— 1° III III w III > 3 III I III co III 1 \ 7,201 sq.ft _Tl I 6,717 sq.ft `\ \\/ I 6, 120 sq.ft I III I .00, \\ \ PROP. 20' STORM T \ I F — III II 6,927 sq.ft � It � \ . \ I i � I ICI RdR5enft 0 N V sb0 co °1 0 CD U NO M %D O O c 4� EJ aa) LL 'o' _ c —o u M • N M y C Lw CD 9 y ra W C C = O� J C 3� w V z �D'vE SIGN'''1,,y, %' CORPORATE SEAL.: cA of SEAL - 038607 • N G IN PRELIMINARY NOT FOR CONSTRUCTION CIA� PR P. RETAINING O G WALL (BY OTHERS) IQ JIL) 6,080 sq.ft 7,179 sq.ft \ \ \ \ > 70 O \ 15 \ 6,876 sq.ft 25 36 �mm�o.. • Nocoou �w F- N Z > Z w �z m W W ------ uiC7 >U J� Z W w U U� DDDUO'cnw 2 V) 0 PROP. 20' SANITARY / \ \ 6,103 sq.ft 2Q) 7,364 sq.ft W Q r w O p \ SEWER EASEMENT ^ \ \ \ , / Q`_ c Rlj \ i \ \ \ \ / `Cj �� G / / \ \ \ / / / F- O t- c) F, Q CL \ 6,277 sq.ft / > 7 / 7,364 sq.ft I a W " W > W Q 6,477 sq.ft \ 28 \ \ \ 5,968 sq.ft \�' \ — — — — — / / \ \ \ 6,158 O sq.ft \ \ p \ 29 %� `. \ Q ? Z PROP. BMP EASEMENT \ 7,607 sq.ft / \ \ PROP. RETAINING Q� \ \ 6,120 sq.ft \ WALL EASEMENT `\ \ \ \ \ \ �' / � .... `"" "'"° m-• •• O O W J CL 6,374 sq.ft I i W O LLB Lu m W PROP. 10' DRAINAGE EASEMENT-/ \ ' . / I / \ o,aau sq.n \ PROP. BMP EASEMENT I I I Wes I I PROP. 20' DRAINAGE EASEMENT 9�A\ 33940 Fti \ \ \ \ I ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS. I _ BEFORE YOU DIG! CALL 1 -800- 632 -4949 N.C. ONE -CALL CENTER 20' of 20' 40' 80' IT'S THE LAW! 0i z O Ln w N c� o N 0 N M 5-: � �mm�o.. • Nocoou �w N N Z > Z w �z m W W uiC7 >U J� ~Nawua° Q w 2 w U U� DDDUO'cnw 2 V) SLOPES FOR VARIABLE SUPER ELEVATION RATE FOR STANDARD 2' -6" CURB AND GUTTER .e 01 03 07 D O 03 ems. 02 08 .04 :s 03 • 0 ---- -1 e 09 05 9 05 x.00 \ 10 O6 x.00 \ 06 e.. 11 [O L O6 02 o 12 08 >. 2 6" 24" 6„ 3 10" V„ 6„ �18" 1. 30" CURB & GUTTER 2. 30" VALLEY TYPE GUTTER NOTES: 1. 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS. 15' MAXIMUM BETWEEN CONSTRUCTION JOINTS ON MACHINE POURS. 2. 112" EXPANSION JOINT EVERY 90'. 3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. 4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF SECTION 1026 -2 OF NCDOT STANDARDS & SPECIFICATIONS FOR ROADS AND SHEET 1 OF 2 STRUCTURES. 5. ALL CONSTRUCTION JOINTS SHALL BE FILLED CITY OF RALEIGH WITH JOINT FILLER AND SEALER IN ACCORDANCE PUBLIC WORKS DEPARTMENT WITH NCDOT ROADWAY STANDARD DETAIL 846.01. THE JOINT MATERIAL SHALL CONFORM TO SECTION REVISIONS DATE: 713100 DRAWN B' 5113104 JTT 1028 -2 OF NCDOT'S STANDARD SPECIFICATIONS FOR s /s /os Jrr CURB ROADS AND STRUCTURES. 1/12/07 WDP AND 6. ABC STONE REQUIRED UNDER ALL CURB & GUTTER. 5/31/07 Jrr GUTTERS STD. # 20.21 SEE NOTE 1 SHEET 4 SIDEWALK Elf m 4' STOP BAR SIDEWALK DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS, PEDESTRIAN CROSSWALKS AND STOP BARS. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS AS SHOWN ON THIS SHEET. SEE NOTE 1 TYPI CAL \ 1 SEE NOTE 1 4' STOP BAR TYPICAL PED -RING 1--GRASSED AREA 10' MIN. SIDEWALK LU 4' STOP BAR m e op Elf SEE NOTE 1 ? TYPICAL 10PED SIDEWALK �' /NG _ ' SEE NOTE 1 Q. TYPICAL VARIABLE C STOP BAR SEE NOTE 1 TYPICAL SIDEWALK SIDEWALK :•• :••• GRASSED AREA W C zz zz 4' STOP BAR W ED k g ><g m _ 4' STOP BAR TEL CL - •' GRASSED AREA SIDEWALK SIDEWALK SEE NOTE 1 SEE NOTE 1 TYPICAL TYPICAL DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION. DEPRESSED CURB & WINGS AT RAMP FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS OR PRIVATE STREET TIE IN. SEE SHEET 5 OF 5 FOR ADDITIONAL PRIVATE STREET TIE IN DETAILS 5 G2.1 SHEET 1 OF 5 2 G2.1 6 G2.1 REQUIRED TRANSITION LENGTH 1/2" EXPANSION I(IINIT ..-, ..n 2' -6" 2' -6" 2' -6° 2' -6° A B C NOT TO EXCEED ED Q >- m¢ J FACE OF CURB F12-1 1 6' -0" w z WI RN L 16' -0" BACK OF CURB O I 6' -0" I N N 4' -0" MIN. 6' -0" X ¢ ¢ W C C O O Cn � W LIP OF GUTTER \ y A B C ¢ .-. c1V DEPRESSED DUMMY DEPRESSED CURB STANDARD STANDARD JOINT CURB CURB CURB O W w Upg Z 0 z a- O O Ef �g Ap C J Y W ¢ O Q W U C m F z q z U Z 0 m w w a = d > Q W O M C w � Q�o 0 v DEPRESSED CURB & WINGS AT RAMP FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS OR PRIVATE STREET TIE IN. SEE SHEET 5 OF 5 FOR ADDITIONAL PRIVATE STREET TIE IN DETAILS 5 G2.1 SHEET 1 OF 5 2 G2.1 6 G2.1 REQUIRED TRANSITION LENGTH 1/2" EXPANSION I(IINIT ..-, ..n 2' -6" 2' -6" 2' -6° 2' -6° PLAN VEIW 77 1/2" 8 3 4 12" ° 12' A 2' -6" 2' -6" NOTES: 1. IN ADDITION TO THE ABOVE CURB SECTION TRANSITION, THE GUTTER SLOPE TRANSITION SHALL CONFORM TO NOTE 1 OF STD. 30.01 2. TRANSITION NOT TO BE LOCATED WITHIN THE CURB RADIUS. OTo' 7,. 'e 2' -6" SECTION C -C SHEET 2 OF 2 SIDEWALK ACCESS RAMP SEE NOTE #3 ON A SHEET 4 of 4 DUMMY JOINT 4'0" MIN. DUMMY JOINT 112" EXPANSION J D FACE OF DOMES SIDEWALK ACCESS RAMP 8.5'(UNLESS OTHERWISE SPECIFIED) DEPRESSED CURB �2' �EAI,3 STANDARD 2' 6" CURB &GUTTER 12:1 MAX /MUM ¢" SLOPE EE NOTE 1 SIDEWALK ACCESS RAMP SECTION "A -A" 4" CONCRETE FOUNDATION FOR ALL PUBLIC STREET TIE -INS SLOPE 12:1 MAX (5' -4" MIN.) 12" DEPRESSED CURB 5' SIDEWALK 2' DETECTABLE STANDARD 2'- 6" WARNING DOMES CURB & GUTTER 4" SEE NOTE #1 e SIDEWALK RA,W,'CESS EXPANSION JOINT 4" CONCRETE FOUNDATION SECTION "B -B" FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS OR PRIVATE STREET TIE IN. SHEET 2 OF 5 CITY OF RALEIGH NOTES: PUBLIC WORKS DEPARTMENT 1. DETECTABLE WARNING DOMES SHALL COVER 2' -0" LENGTH AND FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE REVISIONS DATE: 713100 DRAWN BY.. JTB OF PAVER SHALL BE 1' X 1'. 5/5/04 JTT SIDEWALK ACCESS 1117107 WDP RAMPS 2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE , EITHER 5131107 JTT LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE TYPICAL LOCATION DETECTABLE WARNING AREA. STD. # 20.11 w 0 5' SIDEWALK X OI N °- D N .o' M GRASS STRIP BACK OF CURB 2.0 CURB ° .' I� • ':. , , , •. 16.00' . A - 2' DETECTABLE WARNING INSIDE PEDESTRAIN SEE NOTE J{ i. CROSSWALK LINE PEDESTRIAN CROSSWALK - DEPRESSED CURB 10' MINIMUM 3 G2.1 7 G2.1 G od� 60 3.5' RADIUS EXPANSION \\ JOINT F'I'Aq NS70ti J0 � 0000 oo�� 1/2' EXPANSION JOINT SLOPE I14 I' 7" 6" SIDEWALK 7" 6" �- 210,1 -T 4'0 P' -1 5,0„ -� SHEET 1 OF 2 VARIABLE SLOPE A B C NOT TO EXCEED ED Q >- m¢ J FACE OF CURB F12-1 1 6' -0" w z WI RN L 16' -0" BACK OF CURB O I 6' -0" I N N 4' -0" MIN. 6' -0" X ¢ ¢ W C C O O Cn � W LIP OF GUTTER \ y A B C PLAN VEIW 77 1/2" 8 3 4 12" ° 12' A 2' -6" 2' -6" NOTES: 1. IN ADDITION TO THE ABOVE CURB SECTION TRANSITION, THE GUTTER SLOPE TRANSITION SHALL CONFORM TO NOTE 1 OF STD. 30.01 2. TRANSITION NOT TO BE LOCATED WITHIN THE CURB RADIUS. OTo' 7,. 'e 2' -6" SECTION C -C SHEET 2 OF 2 SIDEWALK ACCESS RAMP SEE NOTE #3 ON A SHEET 4 of 4 DUMMY JOINT 4'0" MIN. DUMMY JOINT 112" EXPANSION J D FACE OF DOMES SIDEWALK ACCESS RAMP 8.5'(UNLESS OTHERWISE SPECIFIED) DEPRESSED CURB �2' �EAI,3 STANDARD 2' 6" CURB &GUTTER 12:1 MAX /MUM ¢" SLOPE EE NOTE 1 SIDEWALK ACCESS RAMP SECTION "A -A" 4" CONCRETE FOUNDATION FOR ALL PUBLIC STREET TIE -INS SLOPE 12:1 MAX (5' -4" MIN.) 12" DEPRESSED CURB 5' SIDEWALK 2' DETECTABLE STANDARD 2'- 6" WARNING DOMES CURB & GUTTER 4" SEE NOTE #1 e SIDEWALK RA,W,'CESS EXPANSION JOINT 4" CONCRETE FOUNDATION SECTION "B -B" FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS OR PRIVATE STREET TIE IN. SHEET 2 OF 5 CITY OF RALEIGH NOTES: PUBLIC WORKS DEPARTMENT 1. DETECTABLE WARNING DOMES SHALL COVER 2' -0" LENGTH AND FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE REVISIONS DATE: 713100 DRAWN BY.. JTB OF PAVER SHALL BE 1' X 1'. 5/5/04 JTT SIDEWALK ACCESS 1117107 WDP RAMPS 2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE , EITHER 5131107 JTT LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE TYPICAL LOCATION DETECTABLE WARNING AREA. STD. # 20.11 w 0 5' SIDEWALK X OI N °- D N .o' M GRASS STRIP BACK OF CURB 2.0 CURB ° .' I� • ':. , , , •. 16.00' . A - 2' DETECTABLE WARNING INSIDE PEDESTRAIN SEE NOTE J{ i. CROSSWALK LINE PEDESTRIAN CROSSWALK - DEPRESSED CURB 10' MINIMUM 3 G2.1 7 G2.1 G od� 60 3.5' RADIUS EXPANSION \\ JOINT F'I'Aq NS70ti J0 � 0000 oo�� 1/2' EXPANSION JOINT SLOPE I14 I' 7" 6" SIDEWALK 7" 6" �- 210,1 -T 4'0 P' -1 5,0„ -� SHEET 1 OF 2 VARIABLE SLOPE VARIABLE SLOPE NOT TO EXCEED NOT TO EXCEED Q >- m¢ J 12: 1 F12-1 1 6' -0" w z WI RN L 16' -0" 6' -0" 4' -0" MIN. 6' -0" 4' 6' -0" 4' -0" MIN. 6' -0" X ¢ ¢ W C C O O Cn � W W i o � O • H 0 ¢ .-. c1V DEPRESSED DUMMY DEPRESSED CURB STANDARD STANDARD JOINT CURB CURB CURB O W w Upg Z 0 z a- O O Ef �g Ap C J Y W ¢ O Q W U C m F z q z U Z 0 m w w a = d > Q W O M C w � Q�o 0 v w o EP x U w ¢ LU H O Qm C) co W U N ey c6 O 2 0 ~_Z LU Z aWQ O¢� � ° n ~ wood ~NF= - 0 O U W Z> C W 3 ENO U W A CC F L, c .. `d CDXg g C W W UN w 3 G2.1 7 G2.1 G od� 60 3.5' RADIUS EXPANSION \\ JOINT F'I'Aq NS70ti J0 � 0000 oo�� 1/2' EXPANSION JOINT SLOPE I14 I' 7" 6" SIDEWALK 7" 6" �- 210,1 -T 4'0 P' -1 5,0„ -� SHEET 1 OF 2 VARIABLE SLOPE VARIABLE SLOPE NOT TO EXCEED NOT TO EXCEED Q >- m¢ J 12: 1 F12-1 1 6' -0" w z WI RN L 16' -0" 6' -0" 4' -0" MIN. 6' -0" 4' 6' -0" 4' -0" MIN. 6' -0" X ¢ ¢ W C C O O Cn � W W i o � O • H 0 ¢ .-. c1V DEPRESSED DUMMY DEPRESSED CURB STANDARD STANDARD JOINT CURB CURB CURB O W s' -0" SIDEWALK STANDARD CURB DOUBLE ACCESS RAMP BACK OF SIDEWALK l �\ TOP OF CURB 16' -0" 4' -0" MIN. 6' -0" BACK OF SIDEWALK VAR SLOPES NOT TO EXCEED 12:1 6" TOP OF CURB SIDEWALK ACCESS RAMP 2' DETECTABLE GUTTER WARNING DOMES LINE LIP NOT TO EXCEED ?" DEPRESSED CURB SECTION "D -D" RAMP WIDTH AREA VARIABLE ��. ►� BASE DIAMETER 0.45" R TO 0.70" R 0 G 0 0 0 0 w 0 0 0 0 O TOP DIAMETER OF NO J ° LESS THAN 50% TO 0 0 0 O O 0 0 NO MORE THAN 65% N 0 0 O O O OF THE BASE DIAMETER 0.65" 1 6" TO 0.9" TO MIN. 1.4,. 10" 2.4' PRECAST CLASS »B» DETECTABLE WARNING CONCRETE DOMES NOTE: ALTERNATE MATERIAL MAY BE USED PROVIDED THE PRODUCT HAS BEEN APPROVED BY THE CITY AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS ARE MET. SHEET 3 OF 5 ISOMETRIC VIEW 4 G2.1 • 1 ®J W Y Z ❑ N C' W 1O = O ~? % J N Q >- m¢ J O Q \ w z WI RN L w z LLf 6 ¢ O W m X ¢ ¢ W C C O O Cn � W W i o � O • H 0 ¢ .-. c1V N (n U IV Q W Q Z F O W w Upg Z 0 z a- O O Ef �g Ap C J Y W ¢ O Q W U C m F z q z U Z 0 m w w a = d > Q W O M C w � Q�o 0 v w o EP x U w ¢ LU H O Qm C) co W U N ey c6 O 2 0 n II W O Y U Q W M z J O 3;: 1 M � J N W U o ¢ a m w Cf U 0M R/W o� o Z W F= Q Z iz_ W W O- � W ¢ m J K Q O O ¢ J ? ~ O 0 g 2 ZZ m W 2g pW O- 2 h N 1 ¢ � Z� � i Z O z =- � 0 Q cOn Cn I U O } ¢ 2 W ti O CL j 33 W Q[C C- W o �� o� m j p q g OR a U j Ce W o g W W Z a0 j ¢ g '- mz °m o Z Z Z W W O O ¢ 1 i�N ZOQ� i 0i o zo z Z ❑ N C' W 1O = O ~? % J N Q >- m¢ J Q C 6 r6 \ 2 Z U g WI RN L w ck� J W¢ LLf 6 ¢ z w F X ¢ ¢ W C C O O Cn � W W i o � O • k N Z W \ZO C j - ° \ .-. c1V O zz x g IV Q W Q Z F -in �3� Upg Z 0 z N m- �g Ap C M y F z ¢ O C C O C m F z q z u O O N a X w N a = d > Q J J J ¢ Z W LU 3 O W O ' >- L C w Q�o W m W g o m Ln w o EP LU Q� C) co W U N ey Q Z J O c W❑ C ¢ 3 ~_Z LU Z aWQ O¢� � ° n ~ wood ~NF= - 0 O U W Z> C W 3 ENO U W A CC F L, c .. `d CDXg g C W W UN w J a LLJ Ogg wa 3 N- U In N g p C O Ly W C U X a Z g Z O w O z z W d °o g Q? pgg oZ c N } � > N z Mz �T C b O o� o Z W F= Q Z iz_ W W O- � W ¢ m J K Q O O ¢ J ? ~ O 0 g 2 ZZ m W 2g pW O- 2 h N 1 ¢ � Z� � i Z O z =- � 0 Q cOn Cn I U O } ¢ 2 W ti O CL j 33 W Q[C C- W o �� o� m j p q g OR a U j Ce W o g W W Z a0 j ¢ g '- mz °m o Z Z Z W W O O ¢ 1 i�N ZOQ� i 0i o zo z Z ❑ N C' W 1O = O ~? % J N Q >- m¢ J Q C 6 r6 \ 2 Z U g WZj g O o J w ck� J W¢ LLf O J `t22�m > a E W zo X O W w F X ¢ ¢ W C C ZON Ej k N Z W \ZO C j - ° \ Q U EL 3 c1V p FW- ¢ > U LU C w g IV °z U v 1 �3� Upg Z 0 o E V E 8, :g ate+ _ N M Ap C M y tLL.0 OD W C C = O� J C z q z u _'UZti Q3(n 07 O WtiQ G OU�Z d z w J J /mda C w Q�o W m W g o m Ln ° �Q- C) co Wv2i cn ` ey QrZ W 0o j U W m M < C WYZm ; p ~_Z LU wood ~NF= z ENO U W A CC F L, c .. Z O m Q� ti O D_ J O�^ zl UN w ¢ oO,gOU Z ZQ L w Z ❑ N C' W 1O = O ~? % J N Q >- m¢ J Q C 6 r6 \ 2 Z U g WZj g O o J w ck� J W¢ LLf O J `t22�m ~ W N Q W Q W< X ¢ ¢ W C C ZON Ej k N Z W \ZO C .- ry w� U O U N ¢ v J ¢ 3w w° °a N � - W ¢ SHEET 2 OF 2 CITY OF RALEIGH SIDEWALK ACCESS RAMPS GENERAL NOTES z 1 ~ O WZ I WW O W i g � J W p U N L, 0; w N j � J ! ? a 1 � o � W O Ed U O i Z Wo w O Q W N M U CL r' ¢ Cr I W W W 1. NORTH CAROLINA GENERAL STATUTE 136 -44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC, OPERATIONS, REPAIRS, CORRECTIONS OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL PROVIDE SIDEWALK ACCESS RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE PROVIDED AND AT THE OTHER POINTS OF PEDESTRIANS FLOW. IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISIONS OF DEPRESSED CURBS ON ANY CURB CONSTRUCTED AFTER JULY 1, 1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES COMPREHENSIVE CIVIL RIGHTS PROTECTION SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964. THE ADOPTED SIDEWALK ACCESS RAMPS HAVE BEEN DESIGNED TO COMPLY WITH CURRENT ADA STANDARDS. 2. SIDEWALK ACCESS RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS INDICATED IN THE DETAIL HOWEVER, THE LOCATION MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FULL CURB SHALL BE PLACED BETWEEN DOUBLE RAMPS. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS AS SHOWN ON SHEET 1 OF 4. 3. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND LIGHT CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY COLORS. 4. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 0.08 (12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET. 5. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48" HOWEVER, RAMP MAY EXCEED 48 ". 6. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NONSKID SURFACE. 7. A 112" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP JOINS THE CURB AND AS SHOWN ON THE STANDARD DRAWING. B. SINGLE OR DIAGONAL RAMPS ARE ONLY PERMISSIBLE FOR NEW CONSTRUCTION, AS SHOWN ON SHEET 5 OF 5. SHEET 4 OF 5 CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STO RMWATER PLANNING FIRE URBAN FORESTRY ,v• cz CORPORATE SEAL IV CAR % SEAL 038607 �i�IjT • ^' G I N E� •'' (.�' �� G. PRELIMINARY NOT FOR CONSTRUCTION H Z Cq U w SbQ _ 00 Ln `J 0 U OD L1 0 I 00 Vhf C V IV O W U v N J z 0 0 d V E C w ate+ _ N M Ap C M y tLL.0 OD W C C = O� J C o, w u U °' > z ,v• cz CORPORATE SEAL IV CAR % SEAL 038607 �i�IjT • ^' G I N E� •'' (.�' �� G. PRELIMINARY NOT FOR CONSTRUCTION W=W O Z Y z 0 V) > w C7 `O N (D 0 �N° - N r14 Ln >w z l- N ' (D > U 00 ~NawUaO w U Qw�2 DDDUO'cUi�� c=i� H Z w 2: � O U � O Uj O O W W z 0 0 0 O 1 z 0 1 1: z u w J J /mda Q�o ° z 0 V) > w C7 `O N (D 0 �N° - N r14 Ln >w z l- N ' (D > U 00 ~NawUaO w U Qw�2 DDDUO'cUi�� c=i� ALTERNATE COMPLIANCE SECONDARY TREE CONSERVATION AREA - 65' PERIMETER YARD PRIMARY TREE CONSER AREA - 20' WIDE RIPARIAN BUFFER, rl-� L e r � PLANT SCHEDULE RPLNT TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL REMARKS N C) C) _w -� ARFR 25 Acer rubrum 'Franksred' TM / Red Sunset Maple B & B 3 "Cal MATCHED SPECIMEN w U AROG 26 Acer rubrum October Glory' TM / October Glory Maple B & B 3 "Cal MATCHED SPECIMEN SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT HT. REMARKS IIPA 110 Illicium parviflorum / Anise Tree 5 gal 36 " -48" CL "' : '%nm1` MsML 36 Miscanthus sinensis Morning Light' / Eulalia Grass 3 gal 24 " -36" u VaCH 143 Viburnum awabuki 'Chindo' / Chindo Viburnum 5 gal 36 " -48" I 1. THIS PLAN FOR PLANTING LOCATIONS ONLY. IF FOUND CONDITIONS VARY FROM THIS, CONTRACTOR TO CONTACT OWNER OR LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO WILL RESULT IN CONTRACTOR'S LIABILITY TO REPLACE PLANT MATERIALS. 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE, INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS FREE CONDITION, THROUGHOUT GUARANTEE PERIOD. 3. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. 4. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE. 5. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 6. PLANTING SIZE DETERMINATION: SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL TO THE TOP OF MATURE GROWTH. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF "V" CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR DISEASE INFESTATION. SHRUBS: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL TO THE AVERAGE HEIGHT OF THE TOP OF THE PLANT. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE SHRUB MASS. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH. 7. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 8. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL- ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. ALL ROOT BOUND PLANTS SHALL BE REJECTED. 9. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCH BED WITH SMOOTH CONTINUOUS LINES. ALL MULCHED BED EDGES SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. TREES LOCATED WITHIN FOUR FEET OF SHRUB BEDS SHALL SHARE SAME MULCH BED. 10. ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER OR LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS. 11. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED SO AS TO NOT IMPEDE DRAINAGE AWAY FROM BUILDINGS. IF SIGNIFICANT RELOCATIONS ARE REQUIRED, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH RELOCATIONS KNOWN TO THE OWNER OR LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY OF PLANT MATERIALS. 12. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS. CONTRACTOR SHALL ENSURE THAT TREES REMAIN VERTICAL AND UPRIGHT FOR THE DURATION OF THE GUARANTEE PERIOD. GUYS AND STRAPPING SHALL BE REMOVED AFTER ONE GROWING SEASON. 13. ALL TREE PITS, SHRUB BEDS AND PREPARED PLANTING BEDS ARE TO BE COMPLETELY EXCAVATED IN ACCORDANCE WITH THE PLANTING DETAILS. 14. THE ROOT CROWN TO BE AT FINISHED GRADE OR NO GREATER THAN A MAXIMUM OF ONE INCH HIGHER (AFTER SETTLING) THAN FINISHED GRADE. 15. ALL SUBSTITUTIONS OF PLANT MATERIAL ARE TO BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER PRIOR TO INSTALLATION. FAILURE TO OBTAIN SUBSTITUTION APPROVAL IN WRITING MAY RESULT IN LIABILITY TO THE CONTRACTOR. 16. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY. CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREHENSIVE LIST OF ALL DEAD MATERIALS REMOVED AND PRESENT A COPY OF THE LIST TO THE OWNER AT THE END OF EVERY MONTH DURING THE CONTRACT PERIOD. 17. TOPSOIL REQUIRED FOR SOIL MIXES AND SPECIAL SEEDING AREAS SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST LOAD, HAUL, MIX, AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES AS REQUIRED. 18. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING, AS REQUIRED BY THE SPECIFICATIONS. CONTRACTOR MUST CONTACT THE OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S). CONTRACTOR MUST REPLACE ALL DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING RECOMMENDED PLANTING SEASON. 19. ALL TREES SHALL BE LIMBED TO PROVIDE 6' CLEARANCE AT WALKWAYS PER A.D.A REQUIREMENTS. 20. ALL TREES AND SHRUBS SHALL MEET THE NORMAL REQUIREMENTS FOR THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN (AAN). 21. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES WHERE POSSIBLE. CONTACT LANDSCAPE ARCHITECT FOR A COORDINATED SOLUTION FOR ANY UTILITY CONFLICTS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 22. ALL LANDSCAPE BEDS TO BE MULCHED TO 3IN DEPTH WITH SHREDDED HARDWOOD MULCH. 23. REFER TO LANDSCAPE DETAILS FOR ADDITIONAL PLANTING INFORMATION. 24. ALL PLANTINGS SHALL COMPLY WITH CURRENT LOCAL ORDINANCES AND GUIDELINES. 25. REFER TO LANDSCAPE DETAILS FOR SOIL MIX SPECIFICATIONS. 26. FOR LARGE MATURING TREES, MINIMUM TREE SIZE AT PLANTING IS 3in CALIPER. FOR SMALL MATURING TREES, MINIMUM TREE SIZE AT PLANTING IS 2in CALIPER. ALL MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8ft TALL. 27. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUTAWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM THE ROOT BALL. 28. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24in NEW TOPSOIL -OR- UNCOMPACTED AND AMEND THE TOP 24in OF EXISTING SOIL TO MEET TOPSOIL /PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 350sf PER TREE). 29. LARGE MATURING TREES MAY NOT BE PLANTED UNDER OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING. 30. NO LIGHT POLES ARE ALLOWED IN TREE ISLANDS. SITE LIGHTING MUST BE A MINIMUM OF 30' AWAY FROM ALL ORDINANCE REQUIRED TREES UNLESS PEDESTRIAN SCALE LIGHTS ARE USED. PEDESTRIAN SCALE LIGHTS UP TO A MAXIMUM OF 12' IN HEIGHT MAY BE LOCATED WITHIN 15' OF AN ORDINANCE REQUIRED TREE. 31. REFER TO TREE CONSERVATION PLAN FOR ADDITIONAL INFORMATION. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 4 20' 0' 20' 40' 80' BEFORE YOU DIG! CALL 1 -800- 632 -4949 N.C. ONE -CALL CENTER IT'S THE LAW! E 0 %0 N U z bb0 Ln O O U CD M � O � ate+ OOD y N J c. E d LL V L_ M 59 N M H C bi0 06 y O C =OrJ C 3 W U z CORPORATE SEAL CAR,,l 0DSCg0• jp,, 41_ # 1573 •N 02/27/2013 1 PRELIMINARY NOT FOR CONSTRUCTION 0i z O w C7 `O N C7 0 H V) 0 O Ln M Z -m U O m • N C) C) _w -� w w N Z > Z � m W W ' Li 0 U J� w ~NawUa0 Q w� 2 w U U� DDDUO'cnCL CL 0 J LU gOW z C) CL "' C) 0 u 0 0Z o O -17 g W W= a OZY 0i z O w C7 `O N C7 0 V) 0 O Ln M -m U O m • N C) C) _w -� M w N Z > Z � m W W ' Li 0 U J� w ~NawUa0 Q w� 2 w U U� DDDUO'cnCL 2 V) SPACING co OQ �+ TRIANGULAR SPACING FOR "1_�SHRUBS &GROUND COVERS C3.1 % PLAN "a-�TREE PLANTING ON SLOPE C3.1 % SECTION STEEL POST -WOVEN WIRE FABRIC - WARNING SIGN ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) o � F I N o M Z M 0 SIDE VIEW MIN. 10 GA LINE WIRES °IIIII- PLANT SPACING CHART SPACING "D" ROW "A" PLANTS / S.F. 6" O.C. 5 3/16" O.C. 4.61 8" O.C. 615/16" O.C. 2.60 10" O.C. 8 2/3" O.C. 1.66 12" O.C. 10 3/8" O.C. 1.15 15" O.C. 13" O.C. 0.73 18" O.C. 15 9/16" O.C. 0.51 24" O.C. 20 13/16" O.C. 0.29 NOT TO SCALE ENERAL NOTES: 1. CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THE WORK. 2. UPRIGHT STAKES TO BE USED ON TREES UP TO 12' IN HEIGHT. LARGER TREES MUST BE GUYED. 3.1/8 OF ROOT BALL TO BE ABOVE FINISHED GRADE. 4. DO NOT COVER ROOT CROWN. 5. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND ROOT BALL. 3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER NSTALLATION. T. KEEP MULCH AWAY FROM TRUNK 1" - 2 ". S. MULCH AREA TO BE A MINIMUM 2' RADIUS FROM TREE TRUNK. TREE WRAP MAIN TRUNK RUBBER HOSE 2" X 2" HARDWOOD GUY STAKE 3 PER TREE 12 GAUGE GALVANIZED WIRE DOUBLE STRAND TWISTED BLACK CORRUGATED PLASTIC PIPE 3" MULCH SOIL MIX 3" SAUCER AROUND TREE 3:1 MAXIMUM GRASSED SLOPE EXISTING GRADE COMPACTED MOUND TO PREVENT TREE SETTLING (6" MIN HEIGHT) UPRIGHT STAKES EXTENDED TO FIRM BEARING IM H 11 iIIiIii�i�■�.�� ■ ■ ■ ■r. � =� ■ ■■ ■iii o CUT AWAY TOP AND SIDES OF WIRE BASKET, IF ANY. -- II�I.•.� ►��1..�. ► ❖.�. ❖ /►.� 4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. �.r�. 5. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. ❖.1*00P1�II PLACE 4 " -6" OF SEASONED MULCH OR PINE NEEDLES AROUND BASE III: OF TREE, 3' DIAMETER MINIMUM. 11`014" 1000, 1-8111 BURLAP OR TREE WRAP PAPER (OPTIONAL). SECURE NEAR Iwo V-0 5 NO 01 POLYPROPYLENE WEBBING ONLY. NO WIRE OR ROPE TO BE IN DIRECT CONTACT WITH TRUNK. . __`I____ REMOVE ALL TREE STRAPS AND TRUNK WRAP :. �j AFTER ONE GROWING SEASON. _�•I� OVER SKIRT �i ? o SPIN i S ■ ■ ■ ■ ■ ■ ■ . � � ! i 00 905 ►�� III Q V �i � Oz� LIJ 2 Z g �III� •• .r IIII MIN. 12 -1/2 GA INTERMEDIATE WIRES GRADE NOT TO SCALE F� 40" FRONT VIEW TREE PROTECTION AREA �. 18.. DO NOT ENTER v WARNING SIGN DETAIL NOTES: WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' 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 THROUGHOUT DURATION OF PROJECT. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. "6� TREE PROTECTION FENCE C3.1 % SECTION AND ELEVATION NOTE: FOR TREE PROTECTION ONLY STD.#40.04 NOT TO SCALE NOTES: 1. SCARIFY ROOT MASS OF CONTAINERIZED PLANT MATERIAL. 2. INSTALL CONTAINERIZED PLANTS AT FINISHED GRADE. 3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL. 4. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION SYSTEM IS PRESENT. 5. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. TYP. COLLAR MIN. 2" HT. 4" LAYER OF APPROVED MULCH 4" "V" TRENCH AROUND ENTIRE PLANTING BED EDGE OF PLANTING BED CROWN HEIGHT IN INCHES EQUALS MEDIAN WIDTH IN FEET TO 12" MAX. FINAL GRADE 10" (EX.) EXISTING GRADE ,�-10' (EX.) TYPICAL BED CROWNING "2_�SHRUB PLANTING BED C3.1 % PLAN AND SECTION SPACING VARIES SEE LANDSCAPE PLAN 1 1�1 \ 1 IYl l/ TYPICAL PLANTING BED DETAIL EQUAL SPACING BETWEEN ALL PLANT; EDGE OF PLANTING BED TYP. STAGGARED ROVvo TAMP SOIL MIX UNDER EACH PLANT BALL TO MINIMIZE SETTLEMENT *2X2X8' OAK WOOD STAKES y *2 STRANDS, 16 GA. DK. AN. �/ W /RUBBER HOSE _ 16 GA. WIRE TIED TO WIRE AROUND TRUNK SAUCER BERM PREPARED PLANTING MIX LIMIT OF ROOT BALL r7 MIN. LIMIT OF MULCH PLAN H GENERALNOTES iIIiIii�i�■�.�� 1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL 130). ■ MEN MINUMUM TREE SIZE IS 2" CAL. (MEASURED 6" ABOVE THE ROOT - BALL)' 8" MIN. HEIGHT. ■it 2. REMOVE ALL TREATED OR PLASTIC- COATED BURLAP, STRAPPING WIRE OR NYLON TWINE FROM ROOT BALL. AFTER SETTING IN HOLE, o CUT AWAY TOP AND SIDES OF WIRE BASKET, IF ANY. 3. INSTALL TOP OF PLANT BALL EVEN WITH OR 1" ABOVE EXISTING ►��1..�. GRADE. 1 ■■ 4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. �►.�.�.�.�.■�.�.�.�.�.i�i�.i 5. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. I . PLACE 4 " -6" OF SEASONED MULCH OR PINE NEEDLES AROUND BASE III: OF TREE, 3' DIAMETER MINIMUM. ►:�:�,:� 6. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH ■w.::�:�:�III BURLAP OR TREE WRAP PAPER (OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY. � 7. TREE BRACING STRAPS ARE OPTIONAL, USE - -_ -- POLYPROPYLENE WEBBING ONLY. NO WIRE OR ROPE TO BE IN DIRECT CONTACT WITH TRUNK. . __`I____ REMOVE ALL TREE STRAPS AND TRUNK WRAP :. �j AFTER ONE GROWING SEASON. _�•I� OVER SKIRT 8. ANY TREE PROPOSED FOR PLANTING ON THE STREET O RIGHT -OF -WAY MUST BE APPROVED IN ADVANCE BY THE Wo, CIT AS TO SPECIES, SIZE AND LOCATION (CITY EXTEND WIRE 6" MIN. INTO TRENCH YARBORIST :: ; 9. GUY WIRES ARE NOT PERMITTED IN STREET RIGHT -OF -WAY. ►�` 10. MULCH AREA TO BE A MINIMUM 2' RADIUS FROM TREE TRUNK. W DIRECTED BY ENGINEER MULTI -STEM TREE ►�� C3.1 % ELEVATION AND PLAN 40" TREE PROTECTION AREA �* 18" DO NOT ENTER WARNING SIGN DETAIL SIDE VIEW * FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE. FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. MIN. 10 GA. LINE WIRES 11111 -11 II I 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER H STEEL POST WOVEN WIRE FABRIC WARNING SIGN iIIiIii�i�■�.�� ■ MEN - SILT FENCE GEOTEXTILE FABRIC ■it ■ o N ~ FILL SLOPE ►��1..�. ■I 1 ■■ r �►.�.�.�.�.■�.�.�.�.�.i�i�.i I . ll III: ►:�:�,:� ■L ■w.::�:�:�III Z � - -_ -- GRADE . __`I____ 6" MIN. COVER �j ' • • i _�•I� OVER SKIRT iV O I' Wo, O EXTEND WIRE 6" MIN. INTO TRENCH 2 - AND ANCHOR SKIRT AS ►�` �� DIRECTED BY ENGINEER SIDE VIEW * FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE. FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. MIN. 10 GA. LINE WIRES 11111 -11 II I 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER PLAN NOTES: 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OF LANDSCAPE ARCHITECT / OWNER.. 4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A LEGAL MANNER. 5. RESEED UNMULCHED, DISTURBED AREAS. 6. MULCH AREA TO BE A MINIMUM 2' RADIUS 3/4" NYLON STRAP FROM TREE TRUNK. ROOT CROWN TO BE AT FINISH GRADE 4" HIGH / 6" WIDE MAXIMUM BERM OUTSIDE OF ROOTBALL 3 - 1 "x2 "x18" WOOD STAKES WITH CENTERED 8" HOLE DRIVEN IN LINE WITH STRAP EQUALLY SPACED AROUND TREE 6" SLIP KNOT WITH STOP KNOT. 6" LARGER THAN TREE DIAMETER KEEP MULCH AWAY FROM TRUNK 1" TO 2" 4" MAXIMUM LAYER OF MULCH FINISH GRADE REMOVE TYPICAL EXCESS SOIL FROM ROOT CROWN BACKFILL AS SPECIFIED REMOVE TOP 1/3 BURLAP AND ANY NAILS /PINS, ETC. UNDISTURBED SOIL REMOVE TOP 1/3 OF WIRE BASKET WHERE PRESENT B I I I I IB I I I I IB I I I I IB I I I I IB I I I II ROOT RAISE PIT BOTTOM TO SET ROOT CROWN , BALL DIA. 12" AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL. VARIES ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1 -2004) FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH 2" 12 -14' 16' 24" 16" 3" 14 -16' 18' 32" 21" 3 TREE PLANTING NOT TO SCALE C3.1 % FOR SINGLE AND MULTI -STEM TREES NOT TO SCALE MATERIALS A. TOPSOIL 1. TOPSOIL SHALL HAVE A PH VALUE FROM 5.6 - 7.6 AND SHALL BE NATURAL FERTILE, (AGRICULTURAL SOIL, BROWN IN COLOR) UNIFORM FRIABLE LOAM WITHOUT ADMIXTURE OF SUBSOIL CONTAINING ORGANIC MATTER OF 5 PERCENT OR GREATER AND SHALL BE CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. 2. ALL TOPSOIL SHALL PASS A 1 INCH SCREEN AND 40 PERCENT SHALL PASS THE 100 MESH SCREEN. IT SHALL BE FREE OF ANY ADD - MIXTURE OF SUBSOIL, AND CONTAIN NO STONES, LUMPS, CLODS OF HARD EARTH, SLAG, CIDERS, STICKS, PLANTS OR THEIR ROOTS, TRASH OR OTHER EXTRANEOUS MATERIALS. 3. TOPSOIL MUST ALSO BE FREE OF PLANT PARTS OF BERMUDA GRASS, QUACKGRASS, JOHNSONGRASS, NUTSEDGE, POISON IVY, CANADA THISTLE, OR ANY NOXIOUS WEEDS AND SHALL NOT BE CONTAMINATED WITH ANY SUBSTANCE KNOWN HARMFUL TO THE GROWTH OF PLANTS OR HUMANS. 4. TOPSOIL SHALL NOT BE USED FOR PLANTING OPERATIONS WHILE IN A FROZEN OR MUDDY CONDITION. 5. TOPSOIL SOURCES SHALL BE TESTED BY A RECOGNIZED LABORATORY AT THE EXPENSE OF THE CONTRACTOR FOR PH, SOIL TEXTURE AND SOLUBLE SALTS. SALINITY SHALL NOT EXCEED 3 MILS PER CENTIMETER AT 25 DEGREES C AS DETERMINED BY SATURATED SOIL PASTE METHOD AS DESCRIBED IN USDA CIRCULAR #982. TEST RESULTS MUST BE PRESENTED IN WRITING TO THE LANDSCAPE ARCHITECT OR OWNER PRIOR TO PLACEMENT OF TOPSOIL ON SITE. 6. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CONTROL OF NOXIOUS OR INVASIVE SPECIES INTRODUCED BY CONTAMINATED TOPSOIL. 7. TOPSOIL THAT HAS BEEN STOCKPILED FOR A LONG PERIODS SHALL BE INOCULATED TO REESTABLISH ITS MICROBIAL ACTIVITY. RUBBER HOSE B. MULCH *2 STRANDS, 16 GA. DK. SHALL BE TWICE SHREDDED HARDWOOD, AGED 1 YEAR. AN. WIRE 2X2X8' OAK WOOD STAKES C. DOLOMITE LIME SHALL BE AGRICULTURE GRADE GROUND LIMESTONE MEETING ASTM C51 AND CONTAINING NOT LESS THAN 85 PERCENT TOTAL OF CALCIUM MAGNESIUM *TREE WRAPPING CARBONATE, FREE OF IMPURITIES, WITH 95 PERCENT PASSING A NUMBER 8 SIEVE AND 40 PERCENT PASSING A NUMBER 100 SIEVE. 3" LAYER OF MULCH D. SAND KEEP AWAY FROM TRUNK V -2" SHALL BE CLEAN, WASHED, COARSE, MASONRY SAND, RIVER SAND ,OR NUMBER 2 BUILDERS SAND MEETING ASTM C 33. 4" SAUCER BERM E. TRACE ELEMENTS FINISH GRADE SHALL BE ADDED AS REQUIRED BY SOILS TEST. F. SEWAGE SLUDGE REMOVE TOP 1/3 OR BURLAP WHEN DESIGNATED IN WRITING, COMPOSTED SEWAGE SLUDGE MAY BE USED AND SHALL BE COMMERCIALLY AVAILABLE, HIGH QUALITY, ENVIRONMENTALLY SAFE, FROM B &B TREES STERILE, EPA APPROVED SOIL PRODUCT FOR AGRONOMIC USE. IT SHALL CONSIST OF SEWAGE SLUDGE WHICH HAS BEEN COMBINED WITH WOOD CHIPS OR OTHER PLANTING MIX BULKING AGENT, AERATED AND COMPOSTED FOR 21 DAYS INCLUDING 3 DAYS AT 131 DEGREE F. THE SEWAGE SLUDGE SHALL BE AGED, SHREDDED AND SCREENED TAMP SOIL UNDER BALL AND EXHIBIT THE FOLLOWING CHARACTERISTICS: TO MINIMIZE SETTLEMENT PH: 5.6 - 7.7 EXISTINGUET LE TOTAL NITROGEN (N) 1.2 PERCENT AVAILABLE PHOSPHORIC ACID (P205) 1 PERCENT SOLUBLE * OPTIONAL POTASH (K20) .25 PERCENT MICRO- NUTRIENT CONTENT (FE, MN, S, ZN, NI, CU, B) LOW CADMIUM CONTENT NOT TO SCALE EPA APPROVAL PATHOGEN DESTRUCTION G. LEAF MOLD SHALL BE COMPOSTED LEAF MATERIAL, FREE OF NOXIOUS WEEDS AND DETRIMENTAL INSECTS. H. COMMERCIAL FERTILIZER TO MEET FED. SPECIFICATION 0 -F -241 TYPE 1 GRADE NOTED, LEVEL B. THE FERTILIZER SHALL BE GRANULAR UNLESS PACKETS, TABLETS, OR STAKES TO BE USED WITH MINIMUM OF 50 PERCENT OF TOTAL NITROGEN IN ORGANIC FORM WITH NO CYANAMID COMPOUNDS OR HYDRATED LIME MIXES TO BE ADDED OR FOUND IN THE FERTILIZER. I. OTHER ACCEPTABLE FERTILIZER FORMS: 1. FOR TREES MIN. 12 -1/2 GA. ANUTRI -PAK INTERMEDIATE JRP INTN =L. INC. WIRES 17 FOREST AVENUE GRADE FOND DU LAC, WISCONSIN 54935 2. AJOBES, PLANT SPIKES FOR TREES AND SHRUBS. 111111 =I1' 3. ALAWN PRO OR SIMILAR APPROVED SLOW RELEASE FERTILIZER FOR LAWNS WITH THE FOLLOWING RATIO: 3 NITROGEN 1 PHOSPHORIC ACID IIIII IIIII IIIII IIIII 2 POTASH 4. AHOLLY -TONE OR SIMILAR APPROVED WITH CHELATED IRON FOR EVERGREEN PLANTS. -1 IIIII FRONT VIEW ��I IIIII J. PEAT 1. SHALL CONFORM TO FEDERAL SPECIFICATION Q- P -166C, PEAT MOSS; PEAT HUMUS; AND PEAT, REED - SEDGE. 2. SHALL BE LOW IN WOODY MATERIAL AND FREE OF MINERAL OR OTHER MATERIAL HARMFUL TO PLANT LIFE. NOTES: 3. THE MIN. ORGANIC CONTENT TO BE APPROX. 90% WITH ACID REACTION FROM 4 -5 PH, AND MOISTURE ABSORPTIVE CAPACITY NOT LESS THAN 450 PERCENT. 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 4. HUMUS TO BE SHREDDED, DRIED AND STERILIZED TO PASS 1/4 INCH SCREEN. 2. LETTERS BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 5. MOSS SHALL BE PULVERIZED AND HORTICULTURAL GRADE SPHAGNUM MOSS FREE OF EXTRANEOUS OR HARMFUL MATERIAL. 4. PLACE A SIGN AT EACH END O OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 3. SIGNS SHALL BE PLACED MAXIMUM INTERVALS. 6. TO BE FINELY MILLED BLACK MICHIGAN PEAT OR OTHER SIMILAR APPROVED. F 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. K. MANURE 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION of PROJECT. 1. SHALL BE WELL - ROTTED HORSE OR COW (OR COMBINATION THEREOF) MANURE. NOT TO CONTAIN OVER 25% STRAW OR LITTER. IT SHALL BE FREE OF FRESH 8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. MANURE, SAWDUST, WOOD CHIPS, LEATHER CHIPS, TAN BARK, LONG STRAW, SOFT HAY, STONES, FOREIGN INJURIOUS SUBSTANCES OR CHEMICALS USED TO 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. HASTEN DECOMPOSITION. 10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) AND DESIGN CRITERIA. 2. TO BE TWO YEARS OLD MAXIMUM, NINE MONTHS MINIMUM WITH MINIMUM OF THREE TURNINGS WITHIN THIS TIME PERIOD. 11. END OF SILT FENCE NEEDS To BE TURNED UPHILL. 3. NO BURNED OR FIRE - FANGED MANURE WILL BE ACCEPTABLE. 12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS. L. SOIL AMENDMENTS 13. SEE N.C. STATE DEAR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) DIATOMACEOUS EARTH SOIL AMENDMENT CONSISTING OF SILICA, ALUMINA, IRON OXIDE AND SHALL HAVE 0.1 TO 1 MICRON PORE SIZE, WITH A MINIMUM OF 113 PERCENT WATER ABSORPTION, MAXIMUM 19 PERCENT LOSS SULPHATE SOUNDNESS, 80 PERCENT TOTAL POROSITY. A TOTAL OF 54 PERCENT TO PASS 10 MESH STANDARD TEMPORARY SILT / SCREEN, 98 PERCENT TO PASS 80 MESH SCREEN. 7 TREE PROTECTION FENCE STD.#40.03 (_8 SOIL AMENDMENTS C3.1 SECTION AND PLAN NOT TO SCALE C3.1 0 N U L 00 00 ,n °' o o�G rn V w 0 M %06 cu In B, a0 a U moo` EJ i_ q E c U_ V) In .N C n 0 0,10 r0,0 m 0 r 0 _ 'ao W U Z PRELIMINARY NOT FOR CONSTRUCTION H iIIiIii�i�■�.�� ■ MEN - ■it ■ E -- • • -� J ►��1..�. ■I 1 ■■ r �►.�.�.�.�.■�.�.�.�.�.i�i�.i I . ll III: ►:�:�,:� ■L ■w.::�:�:�III Z � - -_ -- . __`I____ ► 1 O ' • • i J O O Z Wo, O 2 Lj C) ' ►�` �� uj a ►�� III Q V �i � PLAN NOTES: 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OF LANDSCAPE ARCHITECT / OWNER.. 4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A LEGAL MANNER. 5. RESEED UNMULCHED, DISTURBED AREAS. 6. MULCH AREA TO BE A MINIMUM 2' RADIUS 3/4" NYLON STRAP FROM TREE TRUNK. ROOT CROWN TO BE AT FINISH GRADE 4" HIGH / 6" WIDE MAXIMUM BERM OUTSIDE OF ROOTBALL 3 - 1 "x2 "x18" WOOD STAKES WITH CENTERED 8" HOLE DRIVEN IN LINE WITH STRAP EQUALLY SPACED AROUND TREE 6" SLIP KNOT WITH STOP KNOT. 6" LARGER THAN TREE DIAMETER KEEP MULCH AWAY FROM TRUNK 1" TO 2" 4" MAXIMUM LAYER OF MULCH FINISH GRADE REMOVE TYPICAL EXCESS SOIL FROM ROOT CROWN BACKFILL AS SPECIFIED REMOVE TOP 1/3 BURLAP AND ANY NAILS /PINS, ETC. UNDISTURBED SOIL REMOVE TOP 1/3 OF WIRE BASKET WHERE PRESENT B I I I I IB I I I I IB I I I I IB I I I I IB I I I II ROOT RAISE PIT BOTTOM TO SET ROOT CROWN , BALL DIA. 12" AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL. VARIES ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1 -2004) FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH 2" 12 -14' 16' 24" 16" 3" 14 -16' 18' 32" 21" 3 TREE PLANTING NOT TO SCALE C3.1 % FOR SINGLE AND MULTI -STEM TREES NOT TO SCALE MATERIALS A. TOPSOIL 1. TOPSOIL SHALL HAVE A PH VALUE FROM 5.6 - 7.6 AND SHALL BE NATURAL FERTILE, (AGRICULTURAL SOIL, BROWN IN COLOR) UNIFORM FRIABLE LOAM WITHOUT ADMIXTURE OF SUBSOIL CONTAINING ORGANIC MATTER OF 5 PERCENT OR GREATER AND SHALL BE CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. 2. ALL TOPSOIL SHALL PASS A 1 INCH SCREEN AND 40 PERCENT SHALL PASS THE 100 MESH SCREEN. IT SHALL BE FREE OF ANY ADD - MIXTURE OF SUBSOIL, AND CONTAIN NO STONES, LUMPS, CLODS OF HARD EARTH, SLAG, CIDERS, STICKS, PLANTS OR THEIR ROOTS, TRASH OR OTHER EXTRANEOUS MATERIALS. 3. TOPSOIL MUST ALSO BE FREE OF PLANT PARTS OF BERMUDA GRASS, QUACKGRASS, JOHNSONGRASS, NUTSEDGE, POISON IVY, CANADA THISTLE, OR ANY NOXIOUS WEEDS AND SHALL NOT BE CONTAMINATED WITH ANY SUBSTANCE KNOWN HARMFUL TO THE GROWTH OF PLANTS OR HUMANS. 4. TOPSOIL SHALL NOT BE USED FOR PLANTING OPERATIONS WHILE IN A FROZEN OR MUDDY CONDITION. 5. TOPSOIL SOURCES SHALL BE TESTED BY A RECOGNIZED LABORATORY AT THE EXPENSE OF THE CONTRACTOR FOR PH, SOIL TEXTURE AND SOLUBLE SALTS. SALINITY SHALL NOT EXCEED 3 MILS PER CENTIMETER AT 25 DEGREES C AS DETERMINED BY SATURATED SOIL PASTE METHOD AS DESCRIBED IN USDA CIRCULAR #982. TEST RESULTS MUST BE PRESENTED IN WRITING TO THE LANDSCAPE ARCHITECT OR OWNER PRIOR TO PLACEMENT OF TOPSOIL ON SITE. 6. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CONTROL OF NOXIOUS OR INVASIVE SPECIES INTRODUCED BY CONTAMINATED TOPSOIL. 7. TOPSOIL THAT HAS BEEN STOCKPILED FOR A LONG PERIODS SHALL BE INOCULATED TO REESTABLISH ITS MICROBIAL ACTIVITY. RUBBER HOSE B. MULCH *2 STRANDS, 16 GA. DK. SHALL BE TWICE SHREDDED HARDWOOD, AGED 1 YEAR. AN. WIRE 2X2X8' OAK WOOD STAKES C. DOLOMITE LIME SHALL BE AGRICULTURE GRADE GROUND LIMESTONE MEETING ASTM C51 AND CONTAINING NOT LESS THAN 85 PERCENT TOTAL OF CALCIUM MAGNESIUM *TREE WRAPPING CARBONATE, FREE OF IMPURITIES, WITH 95 PERCENT PASSING A NUMBER 8 SIEVE AND 40 PERCENT PASSING A NUMBER 100 SIEVE. 3" LAYER OF MULCH D. SAND KEEP AWAY FROM TRUNK V -2" SHALL BE CLEAN, WASHED, COARSE, MASONRY SAND, RIVER SAND ,OR NUMBER 2 BUILDERS SAND MEETING ASTM C 33. 4" SAUCER BERM E. TRACE ELEMENTS FINISH GRADE SHALL BE ADDED AS REQUIRED BY SOILS TEST. F. SEWAGE SLUDGE REMOVE TOP 1/3 OR BURLAP WHEN DESIGNATED IN WRITING, COMPOSTED SEWAGE SLUDGE MAY BE USED AND SHALL BE COMMERCIALLY AVAILABLE, HIGH QUALITY, ENVIRONMENTALLY SAFE, FROM B &B TREES STERILE, EPA APPROVED SOIL PRODUCT FOR AGRONOMIC USE. IT SHALL CONSIST OF SEWAGE SLUDGE WHICH HAS BEEN COMBINED WITH WOOD CHIPS OR OTHER PLANTING MIX BULKING AGENT, AERATED AND COMPOSTED FOR 21 DAYS INCLUDING 3 DAYS AT 131 DEGREE F. THE SEWAGE SLUDGE SHALL BE AGED, SHREDDED AND SCREENED TAMP SOIL UNDER BALL AND EXHIBIT THE FOLLOWING CHARACTERISTICS: TO MINIMIZE SETTLEMENT PH: 5.6 - 7.7 EXISTINGUET LE TOTAL NITROGEN (N) 1.2 PERCENT AVAILABLE PHOSPHORIC ACID (P205) 1 PERCENT SOLUBLE * OPTIONAL POTASH (K20) .25 PERCENT MICRO- NUTRIENT CONTENT (FE, MN, S, ZN, NI, CU, B) LOW CADMIUM CONTENT NOT TO SCALE EPA APPROVAL PATHOGEN DESTRUCTION G. LEAF MOLD SHALL BE COMPOSTED LEAF MATERIAL, FREE OF NOXIOUS WEEDS AND DETRIMENTAL INSECTS. H. COMMERCIAL FERTILIZER TO MEET FED. SPECIFICATION 0 -F -241 TYPE 1 GRADE NOTED, LEVEL B. THE FERTILIZER SHALL BE GRANULAR UNLESS PACKETS, TABLETS, OR STAKES TO BE USED WITH MINIMUM OF 50 PERCENT OF TOTAL NITROGEN IN ORGANIC FORM WITH NO CYANAMID COMPOUNDS OR HYDRATED LIME MIXES TO BE ADDED OR FOUND IN THE FERTILIZER. I. OTHER ACCEPTABLE FERTILIZER FORMS: 1. FOR TREES MIN. 12 -1/2 GA. ANUTRI -PAK INTERMEDIATE JRP INTN =L. INC. WIRES 17 FOREST AVENUE GRADE FOND DU LAC, WISCONSIN 54935 2. AJOBES, PLANT SPIKES FOR TREES AND SHRUBS. 111111 =I1' 3. ALAWN PRO OR SIMILAR APPROVED SLOW RELEASE FERTILIZER FOR LAWNS WITH THE FOLLOWING RATIO: 3 NITROGEN 1 PHOSPHORIC ACID IIIII IIIII IIIII IIIII 2 POTASH 4. AHOLLY -TONE OR SIMILAR APPROVED WITH CHELATED IRON FOR EVERGREEN PLANTS. -1 IIIII FRONT VIEW ��I IIIII J. PEAT 1. SHALL CONFORM TO FEDERAL SPECIFICATION Q- P -166C, PEAT MOSS; PEAT HUMUS; AND PEAT, REED - SEDGE. 2. SHALL BE LOW IN WOODY MATERIAL AND FREE OF MINERAL OR OTHER MATERIAL HARMFUL TO PLANT LIFE. NOTES: 3. THE MIN. ORGANIC CONTENT TO BE APPROX. 90% WITH ACID REACTION FROM 4 -5 PH, AND MOISTURE ABSORPTIVE CAPACITY NOT LESS THAN 450 PERCENT. 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 4. HUMUS TO BE SHREDDED, DRIED AND STERILIZED TO PASS 1/4 INCH SCREEN. 2. LETTERS BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 5. MOSS SHALL BE PULVERIZED AND HORTICULTURAL GRADE SPHAGNUM MOSS FREE OF EXTRANEOUS OR HARMFUL MATERIAL. 4. PLACE A SIGN AT EACH END O OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 3. SIGNS SHALL BE PLACED MAXIMUM INTERVALS. 6. TO BE FINELY MILLED BLACK MICHIGAN PEAT OR OTHER SIMILAR APPROVED. F 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. K. MANURE 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION of PROJECT. 1. SHALL BE WELL - ROTTED HORSE OR COW (OR COMBINATION THEREOF) MANURE. NOT TO CONTAIN OVER 25% STRAW OR LITTER. IT SHALL BE FREE OF FRESH 8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. MANURE, SAWDUST, WOOD CHIPS, LEATHER CHIPS, TAN BARK, LONG STRAW, SOFT HAY, STONES, FOREIGN INJURIOUS SUBSTANCES OR CHEMICALS USED TO 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. HASTEN DECOMPOSITION. 10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) AND DESIGN CRITERIA. 2. TO BE TWO YEARS OLD MAXIMUM, NINE MONTHS MINIMUM WITH MINIMUM OF THREE TURNINGS WITHIN THIS TIME PERIOD. 11. END OF SILT FENCE NEEDS To BE TURNED UPHILL. 3. NO BURNED OR FIRE - FANGED MANURE WILL BE ACCEPTABLE. 12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS. L. SOIL AMENDMENTS 13. SEE N.C. STATE DEAR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) DIATOMACEOUS EARTH SOIL AMENDMENT CONSISTING OF SILICA, ALUMINA, IRON OXIDE AND SHALL HAVE 0.1 TO 1 MICRON PORE SIZE, WITH A MINIMUM OF 113 PERCENT WATER ABSORPTION, MAXIMUM 19 PERCENT LOSS SULPHATE SOUNDNESS, 80 PERCENT TOTAL POROSITY. A TOTAL OF 54 PERCENT TO PASS 10 MESH STANDARD TEMPORARY SILT / SCREEN, 98 PERCENT TO PASS 80 MESH SCREEN. 7 TREE PROTECTION FENCE STD.#40.03 (_8 SOIL AMENDMENTS C3.1 SECTION AND PLAN NOT TO SCALE C3.1 0 N U L 00 00 ,n °' o o�G rn V w 0 M %06 cu In B, a0 a U moo` EJ i_ q E c U_ V) In .N C n 0 0,10 r0,0 m 0 r 0 _ 'ao W U Z PRELIMINARY NOT FOR CONSTRUCTION Z 0 D w ce .o En E O �V,� N - cqz QLUZLU z�- M � uiC7�Uo0w'� � ��UO'vUia H Z w E O � uj O w Z � Q O J O O Z O 2 Lj C) O J uj a Q V LLJ V) Oz� LIJ 2 Z g Z 0 D w ce .o En E O �V,� N - cqz QLUZLU z�- M � uiC7�Uo0w'� � ��UO'vUia S6' 24' 16.14 "W ' 30' 54.41 E S6 ' 4 16.14 " 21' 4 / 167' 40' 46.86 "W �'" 1.5% S53p6' x,.„08 "W '40_ S1 36' 32 08"W i Lj I I �I / ALTERNATE COMPLIANSECONDARY TREE / CONSERVATION:•A!EA - 65' PERIMETE YARD 44 "W / �8'ti.......urrS....24' 09:44V ........ EGM T 51,,. ��LL_f_j d I 4__* 1l `6$.14" �_ — W �,..�.. ...ten ....,. I � /1111 III Ilh\ :274.04,/ / II� III -A=2-14 I - I s I I I\ / \ / L /.. \_/ \1 / \ i/ \ % \ / `� / \ / \ / L& / \ / �i6.�!� ��fN3' 30 54.9b� 24' nR �c'�.- �� /I \'8J¢ /- A`Q231A1a\ psi \S�MENT%92'� \ / \ /� -T►—r�9.44 "W I — � III � Q III W I� 1 I � 0 =1.9 TREE CONSERVATION CALCULATIONS TOTAL SITE AREA: +/- 10.77 ACRES TOTAL TCA REQUIRED: +/- 1.077 ACRES = 46,914 SQ. FEET PRIMARY TCA 1. PRIMARY TREE CONSERVATION AREA - 20' WIDE NEUSE RIPARIAN BUFFER ZONE 7,281 SQ. FEET = 0.167 ACRES. SECONDARY TCA - SEGMENTS THAT MEET 30 SQ. FT. BA REQUIREMENTS: 1. ALTERNATE COMPLIANCE SECONDARY TREE CONSERVATION AREA - 65' PERIMETER YARD SEGMENTS 1 THROUGH 15 = 25,234 SQ. FEET = 0.579 ACRES. 2. ALTERNATE COMPLIANCE SECONDARY TREE CONSERVATION AREA - 65' PERIMETER YARD - INVENTORIED BY NC REGISTERED FORESTER, JOHN W. MONROE (NC REG. #596) USING THE BASAL AREA (BA) METHOD SEGMENT A = 14,461 SQ. FEET = 0.332 ACRES. TOTAL SECONDARY TCA = 0.579 ACRES 0.332 ACRES 0.911 ACRES = 8.5% OF TRACT AVAILABLE FOR TCA SUMMARY TOTAL PRIMARY TCA: 0.167 ACRES TOTAL SECONDARY TCA (100% COUNT): 0.579 ACRES TOTAL SECONDARY TCA (BA METHOD): 0.332 ACRES TOTAL SITE TCA: 1.078 ACRES = 10.0% OF TRACT AVAILABLE FOR TCA NOTES: CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY i` 0 N U sno co Ln °1 0 �00 U Ln CD fn � O y 10DO cc-) E:J 5 E LL ate+ _ r- M AW N C rn M bi0 OD y OD c = C: 3� w U Z CORPORATE SEAL .ti�� 02/27/2013 PRELIMINARY NOT FOR CONSTRUCTION H Z w CL � O LU OW g z ° CL o Z C) 0 0 poZ Q 0 la� U 01� oW W Z 0 LU Quo W W= W �ZY � 0i Z O V) w Q .o N U 0 �N° - N M r - m m � O • U H M`14 BEFORE YOU DIG! N Z > Z `1 m w U ui U J U CALL 1 -800- 632 -4949 N.C. ONE CENTER H N Q U-i � U U 0 w -CALL Q w�= 2 IT'S THE LAW! DDDUO'cnCL V) LEGEND L -I . /ALL LIIVt/ -HK rUU I HUt rUK /ALL U I ILI I Y YIYtJ HKt HYYK VIIIIVIH I t, Hl. I UHL INN I HLLtU QUANTITIES MAY VARY. 22. STORM SEWER LEAD -INS TO BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING PLANS ARE COMPLETED AND LOCATIONS ESTABLISHED ON THE ARCHITECTURAL PLANS. LEAD -INS MAY CHANGE 15' HORIZONTALLY AND 3 VERTICALLY PRIOR TO INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL REQUEST AND RECEIVE WRITTEN APPROVAL FROM PRIME CONTRACTOR PRIOR TO INSTALLATION OF LEAD -INS. CONTRACTOR SHALL COORDINATE LOCATIONS, SIZE AND INVERT ELEVATIONS OF STORM SEWERS WITH APPROVED BUILDING PLUMBING PLANS. 23. ALL CURB INLET ELEVATIONS IN PLAN AND PROFILE DENOTE THE EDGE OF PAVEMENT (RIM) ELEVATION. 24. ALL PIPE LENGTHS ARE MEASURED CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 0�h� eg 0 .o n N L 0o ao Ln o Q M °! OR Cc H J EV Il N fMv1 .N C 00 06 0 � m o c c c w U Z CORPORATE ' SEAE .......... Oti /I1111111�� ott, illI O�j'�': SEAL - 038607 '' �jj''F�' G I N E�c� • '� ~�� FP�RELIMINARY FOR UCTION H EX. DRAINAGE EASEMENT X X X EX. FENCE ST w ST EX. STORM PIPE OH U OH U EX. OVERHEAD ELECTRIC SAN CL 0 EX. SANITARY SEWER SAN EX. GIS MINOR CONTOUR O EX. GIS MAJOR CONTOUR -- Q EX. SURVEY MINOR CONTOUR Q EX. SURVEY MAJOR CONTOUR — — p EX. ROW ❑® O�� PROP. CURB INLET Z g PROP. FIRE HYDRANT J CL PROP. STORM MANHOLE -0- EX. LIGHT POLE W -0 EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE = ca vy 11 z EX. FIRE HYDRANT L -I . /ALL LIIVt/ -HK rUU I HUt rUK /ALL U I ILI I Y YIYtJ HKt HYYK VIIIIVIH I t, Hl. I UHL INN I HLLtU QUANTITIES MAY VARY. 22. STORM SEWER LEAD -INS TO BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING PLANS ARE COMPLETED AND LOCATIONS ESTABLISHED ON THE ARCHITECTURAL PLANS. LEAD -INS MAY CHANGE 15' HORIZONTALLY AND 3 VERTICALLY PRIOR TO INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL REQUEST AND RECEIVE WRITTEN APPROVAL FROM PRIME CONTRACTOR PRIOR TO INSTALLATION OF LEAD -INS. CONTRACTOR SHALL COORDINATE LOCATIONS, SIZE AND INVERT ELEVATIONS OF STORM SEWERS WITH APPROVED BUILDING PLUMBING PLANS. 23. ALL CURB INLET ELEVATIONS IN PLAN AND PROFILE DENOTE THE EDGE OF PAVEMENT (RIM) ELEVATION. 24. ALL PIPE LENGTHS ARE MEASURED CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 0�h� eg 0 .o n N L 0o ao Ln o Q M °! OR Cc H J EV Il N fMv1 .N C 00 06 0 � m o c c c w U Z CORPORATE ' SEAE .......... Oti /I1111111�� ott, illI O�j'�': SEAL - 038607 '' �jj''F�' G I N E�c� • '� ~�� FP�RELIMINARY FOR UCTION vi Z O Lu w H Z w = CL 0 J W O W z Q Q p °Z O�� Z g O J CL v W 90 W = ca z vi Z O Lu w 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. / 8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASINS SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. 9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. 10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN ALL BASINS. 11. CLEANOUT STAKES SHALL BE PLACED IN ALL SKIMMER SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE SKIMMER SEDIMENT BASINS. 12. SAFETY FENCING 3 HIGH SHOULD BE PLACED AROUND ALL SKIMMER SEDIMENT BASINS. FOR DESIGN OF SKIMMER SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 13. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF REQUIRE ADDITIONAL TERRACING. SITE, UNLESS THE PERMITTED OFF -SITE BORROW AND /OR DISPOSAL SITES ARE / 7. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE APPROVED BY THE CITY OF RALEIGH. / CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 267 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL 11 I \ / MATERIAL IS BROUGHT ONTO THE PROPERTY (FROM A PERMITTED SITE) OR IF WASTE E MAI NTENAN C SCHEDULE. MATERIAL IS HAULED FROM THE PROPERTY (TO A PERMITTED SITE), THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF -SITE BORROW LOCATION AND /OR WASTE BURIAL 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR / LOCATION TO NCDENR, THE DESIGN ENGINEER AND THE ON -SITE APPROVED INSPECTOR. STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE / \ / 8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. _ LESS THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED \ 2 WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED IMMEDIATELY. FROM THE AFFECTED PROPERTY OWNER. r 9. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY 2. ALL SEEDED AREAS SHALL BE ED, RESEEDED S NECESS Y, AND STABILIZED. MUL DING TO THE S SCHED DING /\ 10. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS. hY, 11. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT / PROP. HW -55 WAS NOT PREVIOUSLY APPROVED. r INV OUT: 257.00 12. BASIN SLOPES / EMBANKMENTS SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. \ / PROP. CLASS 1 RIP -RAP CONSTRUCTION. SLOPES GREATER THAN 10 FEET SHALL ALSO BE MATTED. 14. THE BERM ON SKIMMER SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN PROP. SILT FENCING / 12' L X 9'W X 12" T 13. SILT FENCE SHALL BE PLACED 10 FEET OFF THE TOE OF FILL SLOPES TO PROVIDE SPACE FOR REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE ALL CONSTRUCTION TO BE DONE IN REFER TO STD# 40.02 k SEDIMENT STORAGE AND MAINTENANCE. APPROVED ON -SITE INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND ACCORDANCE WITH ALL CITY OF RALEIGH / PROP. SILT FENCING 14. CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE HAS BEEN ESTABLISHED. REFER TO STD# 40.02 , \ VELOCITIES EXCEED 2 FPS. 15. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE AND /OR NCDOT STANDARDS AND \ 15. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREAAND ARE IS PLACE AT THE TOE OF A SLOPE 10' VERTICAL OR ALONG ANY CHANNEL OR WATERCOURSE SPECIFICATIONS. ? REQUIRED UNTIL THE SITE IS FULLY STABILIZED. WHERE 50' OF BUFFER IS NOT PROVIDED. 17. NO EARTHEN MATERIAL IS TO BE BROUGHT ON OR REMOVED FROM THE PROJECT SITE, E OR UNLESS THE PERMITTED OFF -SITE BORROW AND /OR DISPOSAL SITES ARE IDENTIFIED IN THE N C . L 1 -CAL CENT \ EROSION CONTROL PLAN. 20 0 20 4 80 ITS HE LAW! O �O N U Z L 0p b0 Ln 'd %0 cd O °� 00 U Q M � O h 0 H � J � OT E V, ': LL N fMv1 .N C Lw_ 00 cd C C c w U Z CORPORATE SEAL \\%SxjxICA„��,� SEAL - 038607 G I N E�c� • •� ~�� FP�RELIMINARY FOR UCTION vi Z O 1 w U U %D Q C7 0 1) — `n 5.: - Ln m m O .. A >w —�_ ' Lij U u 0Jw H ~N�wua° w U or)0U V) i H Z w = CL 0 J _ W W O W Q z CL Q , fn O J 0 0 u O�� o m Lu � U O Qu o N O 0 w= � w Z vi Z O 1 w U U %D Q C7 0 1) — `n 5.: - Ln m m O .. A >w —�_ ' Lij U u 0Jw H ~N�wua° w U or)0U V) i 11111 �A _ III -•� \L L ° II� I III w_� .. /,III W Ilh / PROPOS TCA /7 / \-- X LEGEND SKIMMER SEDIMENT BASIN (W/ SILT FENCE BAFFLES) STONE RIP RAP SILT FENCE 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. / 8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASINS SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. 9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. 10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN ALL BASINS. 11. CLEANOUT STAKES SHALL BE PLACED IN ALL SKIMMER SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE SKIMMER SEDIMENT BASINS. 12. SAFETY FENCING 3 HIGH SHOULD BE PLACED AROUND ALL SKIMMER SEDIMENT BASINS. FOR DESIGN OF SKIMMER SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 13. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. i � UUIVJ 1 KUU I IUN. JLUF tJ UNtzA I tK I MAN 'IU rtt 1 JFIALL ALJU tit IVIA I I tz U. � 14. THE BERM , S SKIMMER SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN / PROP. SILT FENCING \ \ 13. SILT FENCE SHALL BE PLACED 10 FEET OFF THE TOE OF FILL SLOPES TO PROVIDE SPACE FOR REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE ALL CONSTRUCTION TO BE DONE IN I / � REFER TO STD# 40.02 \ SEDIMENT STORAGE AND MAINTENANCE. U C7 APPROVED ON -SITE INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND 14. CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE o ACCORDANCE WITH ALL CITY OF RALEIGH PROP. SILT FENCING HAS BEEN ESTABLISHED. \ VELOCITIES EXCEED 2 FPS. 0 � 0 oN 15. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE AND /OR NCDOT STANDARDS AND REFER TO STD# 40.02 15. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREAAND ARE M .. N .. Ln l IS PLACE AT THE TOE OF A SLOPE 10' VERTICAL OR ALONG ANY CHANNEL OR WATERCOURSE SPECIFICATIONS. `547 REQUIRED UNTIL THE SITE IS FULLY STABILIZED. m m o • WHERE 50' OF BUFFER IS NOT PROVIDED. # 17. NO EARTHEN MATERIAL IS TO BE BROUGHT ON OR REMOVED FROM THE PROJECT SITE, E OR I N 0 m 0 U UNLESS THE PERMITTED OFF -SITE BORROW AND /OR DISPOSAL SITES ARE IDENTIFIED IN THE C LL 1 -800 -632 -4 N Z *k LU f N. . O -CALL CENT Z > �z tii U \ EROSION CONTROL PLAN. 20� 0 20' 4 80' IT'S HE LAW! w 0 Q>Q w m � IL w IE 000UaV) CL , IE u N L ao ap Ln -2 cd 9 @ V 1 ° M a% V E J V L_ �U- � (n (v1 •=!� b0 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. / 8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASINS SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. 9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. 10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN ALL BASINS. 11. CLEANOUT STAKES SHALL BE PLACED IN ALL SKIMMER SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE SKIMMER SEDIMENT BASINS. 12. SAFETY FENCING 3 HIGH SHOULD BE PLACED AROUND ALL SKIMMER SEDIMENT BASINS. FOR DESIGN OF SKIMMER SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 13. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. i � UUIVJ 1 KUU I IUN. JLUF tJ UNtzA I tK I MAN 'IU rtt 1 JFIALL ALJU tit IVIA I I tz U. � 14. THE BERM , S SKIMMER SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN / PROP. SILT FENCING \ \ 13. SILT FENCE SHALL BE PLACED 10 FEET OFF THE TOE OF FILL SLOPES TO PROVIDE SPACE FOR REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE ALL CONSTRUCTION TO BE DONE IN I / � REFER TO STD# 40.02 \ SEDIMENT STORAGE AND MAINTENANCE. U C7 APPROVED ON -SITE INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND 14. CHANNEL LINING OR MATTING SHALL BE PROVIDED FOR DIVERSION DITCHES WHERE o ACCORDANCE WITH ALL CITY OF RALEIGH PROP. SILT FENCING HAS BEEN ESTABLISHED. \ VELOCITIES EXCEED 2 FPS. 0 � 0 oN 15. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE AND /OR NCDOT STANDARDS AND REFER TO STD# 40.02 15. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREAAND ARE M .. N .. 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W z :!O ix Cl) a 1 a O W U x p zmz a�0 WMIX a • • 2 W O Z W Wa O LLI Q Of ~ Z :• z z�m W < \Ld L�,II m X W SHEET 2 OF 3 > F a l- _j 25 a o Cn CITY OF RALEIGH o ~ Of w PUBLIC WORKS DEPARTMENT Ld Of Q M M REVISIONS DATE: 7111107 DRAWN BY: HOP LLJ yNQ W w f5 SKIMMER SEDIMENT �a N BASIN STD. # 40.36 is L C N z O Q U_ E U W z O F- 0 of N z O U %0% o °0000 Q ° 000 �0000 0 ° 0 ° 0�00 0 oo$�b R, g' ° o m �5 a GD 00 o 0 0 000 00 00° Cg I/ � 00& o I w a O D O 0 K 0 ,p 0 a0 0 D 0 -•••• 0 000 ° "0 0 0 o 0 Q ❑ ❑ 00 oR 0 00 cNo n I �� Q ❑❑ O 0 0 080 00 0 0 o 0 0� NU o o °o�"��ii0 0 SNU 0 0 00 0 0 p q�0 c!/ ° 0 ° 0 o ° 0 *600�DD00 Nu 0 0 8 Op° o�6 0 p'.1 0°°1' I I Q�88� °0 F- 0_ 0_JOONa Z 0�(v)< LLI LLI LLI W LU EL> W Q J v 0 0 Q J Q N Q LLI Ix ~ � O�w �Z3 OH0= O f) U 0 (n l- > W Qm�OJ J LL. UO L) L0 Ui 0 0 0 �O o 0 m 0 0� Z N O O W Cf) 03 N =` �J M °='QWO aOz>a maw o�viFoO oa Ofa2Z15o o U00 OLn-I< N VOI- 0002MJ� Ld 46- CS of W m O m O 0 0 x ?i ZI = M z N Z W O z 0]N2HC-4 ONO CVQ,y,z LL - z W O (n In Q O' �� J W 0moLLIww<J(D Q- �Wzzm in U Z W z 0> U Z ~ Z W Q Y O U � O- 2- WLL -C.9Q- E3- OJURW mp ~NQOO aW }=W Za -I �O_ W W -I WU' N a( a W} O J W O W W m- m W W LLJ 0 ZWZwRWmY WAY L) LLI �W O -i �3/1 U W U g� Z I- QZZHZ =zZO-1 Of (r 05:5L�MR F- -1 0 a < 0 F- < Of 03 003 D0000 O N Wi z (O z 3 W 0 Z . W • W U V) ii W ° N _— 0 2 z Q zQ =IIIII o �.4 IIII o W �a � O LLJ U I— LLJ J Z CI- O 0 \j LLJ 0 0 Q U O M PLAN VIEW —� W INFLOW _� Y STRUCTURE < \ m \ \i w SKIMMER DEWATERING DEVICE AVERAGE AREA* WIDTH W - L • AREA OF BASIN WATER SURFACE AT TOP OF PRINCIPAL SPILLWAY ELEVATION BAFFLES EMERGENCY SPILLWAY INFLOW 1' FREEBOARD STRUCTURE ggFFLES\ �_ ♦/ f / 6" MIN. INVE T ELEVATION OF DEWATERING EMERGENCY SPILLWAY ZONE FILTER FABRIC SEDIMENT STORAGE ZONE CROSS— SECTION VIEW SUMMARY- TEMPORARY SEDIMENT BASIN PRIMARY SPILLWAY: TRAPEZODIAL SPILLWAY WITH IMPERMEABLE MEMBRANE MAXIMUM DRAINAGE AREA: 10 ACRES MINIMUM VOLUME: 1800 CUBIC FEET PER ACRE OF DISTURBED AREA MINIMUM SURFACE AREA 325 SQUARE FEET PER CFS OF Q10 PEAK FLOW MINIMUM L/W RATIO: 2:1 MAXIMUM L/W RATIO: 6:1 MINIMUM DEPTH: 2 FEET DEWATERING MECHANISM: SKIMMER MINIMUM DEWATERING TIME: 24 HOURS BAFFLES REQUIRED: 3 BAFFLES DESIGN LIFE: LESS THAN 3 YEARS oQ <a zzv�Q In x�� m9: LIZ �a!!=XW O Wz, CWn0 f0 W In x < 0: in O: z �0w° w o L020 & a-W d aa0QUF ° Q IIII J 2 MozaZC<il a = _ U DQW�W o = JZC30WM a Q < �Q V1 60W C OL z Q x CMAW�tnF a it U W \ ,n ,Zv U \W \ N / Z N I.T \ \ / W N a� / a m°o ; A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT EITHER SIDE OF THE INLET OPENING. A 2 "X4" STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCK. B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH " OPENINGS SHALL BE PLACED OVER THE OUTSIDE VERTICLE FACE (WEBBING) OF THE BLOCKS TO PREVENT FILTER STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCKS. D. CHECK DEVICE AFTER EACH RAIN, REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. OVERFLOW FILTERED WATER SEDIMENT LADEN RUNOFF Q. e ee SEDIMENT o WIRE MESH 2 "X4" STUD BRACE CURB INLET NOTES: APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NESSESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE INLET WIRE MESH APRON MATERIAL CLASS OF STONE SIZE OF STONE LENGTH OF APRON * z_ 1 STONE w U 3" z K W J 0 :. � ' ;�,�. • F- ao! _0 LIGHT H 6 X D Z ;•: M W 0 o Z Z Q Z 8 X D 18" 4 = U Q 23" ° O mo Q ur Ej J �W O STONE HEAVY ° pIIII 10 X D 0 V1 J 10: = 0�W ° m F W F Q U W J 0 O 3 0 2 U HEAVY N R II 30" 00 IIII WIDTH = DIAMETER + 0.4 (LENGTH) : 6' MINIMUM Jv Q. 10% TOP & BOTTOM SIZES. a 3 w Ln a Z N Of O �QQ NO GRADATION SPECIFIED. N °OpOp oho p NO GRADATION SPECIFIED. PLANTED OR OTHERWISE PROVIDE WITHIN 14 WORKING DAYS ON THAT PORTION OF CL z P W �QQ; W° O Y W Z 4 \W\ / Z O m 00 III III () Q Q 5 a oar a�E wa0 un 0 Z EL H W p 0 III Q ;~ 0 En W W Z F° �UW 000 Q� p 0 QLd _� ,Ny, m m 'W� �Q� WMo `° , w C3 J 11_11 Q o W o O = z W U W"° DSO In OO �a U =Q _� J III W w0 ? w �Ww °M o �00 U) N W NQ W y a z y�� y - Y F Q � U > W W N�QZ Q Q I W 11 V W 0 IIII T-1 =11 ° m =< O<z 0 �Om Q= pa O U7 U7 UO Q W IIII _ O it J� a Of UN0 II_II W 1L tom s zzmYQHW 6W W° Z 0 oa _ (� I "V ° F=wyWRW WWU Q WW�U ° °o ~� F- D W �Z Q IIII 0 LLJ � I Z�m Z Q Vf Q Q o IIII Q Z W�1alF°F ow Z �_ Z in N II a Cf) 0 elf N m J O Q Z F W z Q I.L. d o J ppg��°o 11_11 W >N Quern eWQ W �QWWmNUO < °Q �� m W D J p0 °plll F 0 12 LLJ 0 / U mUj z z�W041ZW�p WQ� R F W F cn Q F G N 0 N J CJ Z O V) F Q� ° °< 15 in ,z EL z4�1za – FNW0:6 W O -1 L) cr �o IIII C) vi —11 IIIIIIII W rOHO�Y Vl W �OWS o:QQ Z Q I.L.1 r 0 > Q. W 0 LLJ D_IiY W Qfn°D_U� W ex W J_ Q Z -, � Z 01 vi 4 0 6ri W Z N III- =IIII xZJa a II �0 V) / o w It z Z III En ICI / r m W a: 1''I ��.+ Q z (n In w a W IIII p W ` ° z �< il? U N Ih _ III -1' II Q 3 �o LLI Q CITY OF RALEIGH V �y6 Q W W PUBLIC WORKS DEPARTMENT � a Z nu III— QO0 QO LLI *VP 9128104 ~Z WD W W W0 �K N /Y� Ill O Z �y 1 W W 41 gwNO M oc=i °WIn 2J W IJJ _ W W < o M a t: �� °R STD. # 40.34 U w o 0 1_l Oz' gw K W- <U <W 9ziE Wp Z W Of W U W 3 ZZZa Q o W QZM ZE Q WQ7ZHZpU� ul� 0 W D z<i6< FWW Y= Z. In r V) I- U W °Q< Mz H41 Y OU U' 3 LL O Q W z°Z S Z 0 N iL W Z DN=WWt% 0< H� 2I�U° zQ 9 °Q a Fn iL 0 �OWZ4j <n NZ -80A W W R Wzx'0 O 0 Q N= w =°Joy -W " CITY OF RALEIGH ;mN < M w F-< 0 g qkw n PUBLIC WORKS DEPARTMENT CITY OF RALEIGH U W R Z ° Q 0z rn Q° O F O y 0 z F- 2 6 W REVISIONS DATE: 713100 DRAWN BY: J7B Z 0 W- W W Q. KQ�QxWWNC°J W� WDP9124104 In °o o wa��mz0 W W W U' W N u, Q If�/1 °> Z W �+I *VP 716107 CHECK DAM REVISIONS W 0 F-YY W Ywmcnnm Z. In WP 9128104 STD. # 40.15 A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT EITHER SIDE OF THE INLET OPENING. A 2 "X4" STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCK. B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH " OPENINGS SHALL BE PLACED OVER THE OUTSIDE VERTICLE FACE (WEBBING) OF THE BLOCKS TO PREVENT FILTER STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCKS. D. CHECK DEVICE AFTER EACH RAIN, REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. OVERFLOW FILTERED WATER SEDIMENT LADEN RUNOFF Q. e ee SEDIMENT o WIRE MESH 2 "X4" STUD BRACE CURB INLET NOTES: APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NESSESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE INLET WIRE MESH 25 20 LLJ U) PC 15 W 'W 10 U Q) 5 a 5 10 15 DIAMETER OF PIPE IN FEET 20 APRON MATERIAL CLASS OF STONE SIZE OF STONE LENGTH OF APRON * z_ 1 STONE FINE 3" 4 X D :. � ' ;�,�. • • III= ' .III _0 LIGHT H 6 X D 12" ;•: STONE Z iV 8 X D 18" 4 A _ 23" 8 X D Ej J 5 STONE HEAVY 23" 10 X D 30" J STONE HEAVY N •` II 30" REQUIRES LARGER STONE OR ANOTHER TYPE OF 7 DEVICE. DESIGN IS BEYOND THE SCOPE OF THIS PROCEDURE. WIDTH = DIAMETER + 0.4 (LENGTH) : 6' MINIMUM COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 10% TOP & BOTTOM SIZES. CLASS A Z N Of O 2" - 6" NO GRADATION SPECIFIED. CLASS B 15-300 NO GRADATION SPECIFIED. PLANTED OR OTHERWISE PROVIDE WITHIN 14 WORKING DAYS ON THAT PORTION OF Z ` THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING , / / W III THE BASIN OF A RESERVOIR LATER TO BE INUNDATED. zF W wa0 un 0 / 0 In II m 000 III- lip I I I— WMo , w C3 / / LL. Q o _ = CD LLI JIZ —w Q U / / / O w0 o ��Z NQ z �M0 N�QZ p / / / V a �� a z IIII T-1 =11 j M w _ Q J� J LLI 0 UN0 / / / LLI W tom 0 I "V IIIIIII Oo 0 0 LLJ � I LLI Z Q Vf Q Q Q W O N ��` IIII =III Cf) 0 elf N � a° o W >N In W D J F 0 12 0 / U mUj w� Z O d' iii — 11 �o o C) —11 IIIIIIII Q �M 0 > III= O < W z Q Z -, � m m IIII - III- =IIII xZJa N II �0 V) / O III En ICI / Ld II I- IIII.= (n In >_ IIII Z U N Ih _ III -1' II III LLI CITY OF RALEIGH PUBLIC WORKS DEPARTMENT nu III— DATE: 7/3/00 DRAWN BY: J7B LLI *VP 9128104 III N -_ -III SILT DITCH M STD. # 40.34 -i�l� N X X 0 I, W 0 N In r J 0 N LL- Fn CE 0 CITY OF RALEIGH PUBLIC WORKS DEPARTMENT W �+I REVISIONS DATE: 7/3/00 DRAWN BY: JIB In WP 9128104 DIVERSION DITCH STD. # 40.23 25 20 LLJ U) PC 15 W 'W 10 U Q) 5 a 5 10 15 DIAMETER OF PIPE IN FEET 20 ZONE APRON MATERIAL CLASS OF STONE SIZE OF STONE LENGTH OF APRON * • IIII 1 STONE FINE 3" 4 X D :. � ' ;�,�. • • III= ' .III STONE LIGHT H 6 X D 12" ;•: STONE MEDIUM 13" 8 X D 18" 4 A _ 23" 8 X D 30" 5 STONE HEAVY 23" 10 X D 30" J STONE HEAVY N •` 12XD 30" REQUIRES LARGER STONE OR ANOTHER TYPE OF 7 DEVICE. DESIGN IS BEYOND THE SCOPE OF THIS PROCEDURE. WIDTH = DIAMETER + 0.4 (LENGTH) : 6' MINIMUM COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 10% TOP & BOTTOM SIZES. CLASS A III • �III- 2" - 6" NO GRADATION SPECIFIED. CLASS B 15-300 NO GRADATION SPECIFIED. PLANTED OR OTHERWISE PROVIDE WITHIN 14 WORKING DAYS ON THAT PORTION OF OQ ` THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING i UNDERTAKEN, PROVIDED THAT THIS SHALL NOT APPLY TO CLEARED LAND FORMING III THE BASIN OF A RESERVOIR LATER TO BE INUNDATED. zF W 0 un 0 OZ�w w= w D m Q III- I I I— , w C3 Q o =II = U =o f611�III II IIII. w0 o ��Z NQ z �M0 III =III W o W 0 a �� a z IIII T-1 =11 j M w _ Q J� J W UN0 XN I� ° �' tom >o I =IIII I IIIIIII Oo 0 0 LLJ � I LLI Z Q Vf Q Q Q W O ��` IIII =III Cf) 0 elf Z a° o W >N �IIIIIIIIIII W D J F 0 12 mUj w� Z O d' iii — 11 �o o N —11 IIIIIIII �M 0 O < W -, � m m IIII - oe�I =IIII xZJa IIII= �0 07 0< En ICI W l zJ~ �a II I- IIII.= In ° IIII Z N Ih _ III -1' II III =1�1 CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 7/3/00 DRAWN BY: J7B *VP 9128104 TEMPORARY SILT DITCH STD. # 40.34 ZONE APRON MATERIAL CLASS OF STONE SIZE OF STONE LENGTH OF APRON * MINIMUM THICKNESS OF STONE 1 STONE FINE 3" 4 X D 9" 2 STONE LIGHT 6" 6 X D 12" 3 STONE MEDIUM 13" 8 X D 18" 4 STONE HEAVY 23" 8 X D 30" 5 STONE HEAVY 23" 10 X D 30" 6 STONE HEAVY 23" 12XD 30" REQUIRES LARGER STONE OR ANOTHER TYPE OF 7 DEVICE. DESIGN IS BEYOND THE SCOPE OF THIS PROCEDURE. WIDTH = DIAMETER + 0.4 (LENGTH) : 6' MINIMUM * LENGTH TO PREVENT SCOUR HOLE, MIN LENGTH 10' NAME WEIGHT SIZE SPECIFICATIONS DEPTH OFFLOW (FT.) (LBS.) APRON LENGTH (FT.) APRON WIDTH (FT.) RIP -RAP STONE CLASS TFES -1 9.84 30% SHALL WEIGHAT LEAST 100 6.76 1.15' 2 LBS EACH. NO MORE THAN 10% CLASS 1 5 - 200 CLASS A SHALL WEIGH LESS THAN 15 LBS. 9.64 24" 6.91 EACH. 2 12' 9' 60% SHALL WEIGHAT LEAST 100 CLASS 1 MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB /ACRE STRAW. STRAW SHALL BE LBS EACH NO MORE THAN 5% CLASS 2 25 - 250 SHALL WEIGH LESS THAN 50 LBS. OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EACH. EROSION CONTROL STONE ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 10% TOP & BOTTOM SIZES. CLASS A 2" - 6" NO GRADATION SPECIFIED. CLASS B 15-300 NO GRADATION SPECIFIED. STRUCTURE Q -FLOW (CFS) DIAMETER OF PIPE (IN.) OUTLET VELOCITY (FPS.) DEPTH OFFLOW (FT.) ZONE APRON LENGTH (FT.) APRON WIDTH (FT.) APRON THICKNESS (IN.) STONE CLASS TFES -1 9.84 18" 6.76 1.15' 2 9' 6' 12" CLASS A FES 26 9.64 24" 6.91 0.91 2 12' 9' 12" CLASS 1 MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB /ACRE STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH ANCHORING TOOL. zC) GRADED SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 7 WORKING DAYS OF COMPLETION OF p ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. J 0 GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE v RIP RAP SIZING N.T.S. a � J W 1,.100 wzaz o'mZ o<Wy �WW X wzI= 1,.1 0 0_ O in . 0 o Sao of CWQ� a0= aW O °a. z CX � < N �w Q 2�a = KZ w W En zz0 0 0 cn< I I 0 m aa Za=) Q o° O 00 J Z c °q�0 OUJ 00 0 °0 Q Z ° ° A ° z QX- 0 Xw0 .9 gf-�Qi�ppp0�° �oC�JO °p ��aqO 9(,, 0 J 0 Q- " l0pp oo0 �g0 $o° 9 p00 000 0 'b0 Q1 0 0 0 00 O° 0 0 00° W O 000 ZO H ° 00 00 N 0 0) 0 0 W = p 0 R V 0 g NQ K 0 0 0 0 3tO~ LLI o , j 0 ,Q�IH.�� p 00 d 0 Oo `b °0 0° Oc 0ls�o °$° 0 00 0 0 0 no �' ° N"0° ° ° 000 o7 � ° � o o 0 D ° 00 O ° 0$( c Q o ° OO� R, ov °$0 I CJ Q II w R Q > N W C� z W °w z oN w a ZZZ cr L� O�Q W 3 }0 0 Ill a D U' F- O 0 L 00 m Q -j 0 W W O O Q N M J ti O Z 0 � _ Qg0 RE Z - I �o CITY OF RALEIGH Z � N PUBLIC WORKS DEPARTMENT N VISIONS DATE: 7/3/00 DRAWN BY: J7B Z N Uj w In MID 8109104 W 0 MP 7112107 STANDARD CATCH BASIN z m WDP 1 -9 -201 YARD INLET PROTECTION 0 STD. # 40.33 EROSION CONTROL NOTES: S.E.S.C.O. SECTIONA ND STATUES FOR SEEDING REQUIREMENTS: 1. 7(b) G.S. 113A- 57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BE VEGETATIVE COVER OR OTHER ADEQUATE EROSION - CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 2. 7(c) G.S. 113A- 57(3), PROVISIONS FOR A PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD IS SHORTER. SEEDBED PREPARATION NOTES: 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8 ". 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW. APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL. 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING TO SEEDING SPECIFICATIONS BELOW. 6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR FURROW SLOPES STEEPER THAN 3:1. 7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR MORE THAN 14 WORKING DAYS, FOLLOW THE TEMPORARY SEEDING SPECIFICATIONS BELOW. PERMANENT SEEDING SPECIFICATIONS PS 0 LOW MAINTENANCEAREAS STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS TYPE RATE AUG. 25 - SEPT. 15 TALL FESCUE 100 LB /ACRE FEB. 15 - MAR. 21 SERICEA LESPEDEZA 30 LB /ACRE KOBE LESPEDEZA 10 LB /ACRE GENTLE SLOPES, AVERAGE SOILS AUG. 25 - SEPT. 15 TALL FESCUE 80 LB /ACRE FEB. 15 - MAR. 21 SERICEA LESPEDEZA 20 LB /ACRE KOBE LESPEDEZA 10 LB /ACRE HIGH MAINTENANCE AREAS GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES AUG. 25 - SEPT. 15 CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TYPE RATE BLEND OF TWO TURF -TYPE 200 - 250 LB /ACRE TALL FESCUES (90 %) AND TWO OR MORE KENTUCKY BLUEGRASS VARIETIES (10 %) GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS AUG. 25 - SEPT. 15 BLEND OF 50% KY -31 TALL 200 - 250 LB /ACRE FESCUE AND 50% MIXTURE OF TWO OR MORE TURF TYPE TALLFESCUES GRASS -LINED CHANNELS, AVERAGE SOILS AUG. 25 - OCT. TALL FESCUE 200 LB /ACRE OR 4 - 5 LB /1000 SF GRASS -LINED CHANNELS, DRY SOILS APRIL 15 - JUNE 30 COMMON BERMUDA GRASS 40 - 80 LB /ACRE OR 1 - 2 LB /1000 SF AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB /ACRE OF GROUND AGRICULTURAL LIMESTONE AND 1000 LB /ACRE OF 10 -10 -10 FERTILIZER. DRY SOIL, GRASS -LINED CHANNELS SHALL USE 3000 LB /ACRE OF GROUND AGRICULTURAL LIMESTONE AND 500 LB /ACRE OF 10 -10 -10 FERTILIZER. MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB /ACRE OF STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. TEMPORARY SEEDING SPECIFICATIONS TS O DATES TYPE RATE AMENDMENT JAN. 1 - MAY 1 RYE (GRAIN) 120 LB /ACRE 2000 LB /ACRE GROUND I— FEB. 15 - MAR. 21 ANNUAL LESPEDEZA 50 LB /ACRE AGRICULTURAL LIME - OR LOBE STONE AND 750 LB/ Z ACRE OF 10 -10 -10 FERTILIZER w MAY 1 -AUG. 15 GERMAN MILLET 40 LB /ACRE 2000 LB /ACRE GROUND wU AGRICULTURAL LIME- z STONE AND 750 LB/ ACRE OF 10 -10 -10 CL O FERTILIZER AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB /ACRE 2000 LB /ACRE GROUND J AGRICULTURAL LIME- STONE AND 1000 LB/ ACRE OF 10 -10 -10 J_ FERTILIZER 0 L MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB /ACRE STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH ANCHORING TOOL. zC) GRADED SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 7 WORKING DAYS OF COMPLETION OF p ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. J 0 GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE v IS UNCOVERED A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE I x PLANTED OR OTHERWISE PROVIDE WITHIN 14 WORKING DAYS ON THAT PORTION OF OQ ` THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING - UNDERTAKEN, PROVIDED THAT THIS SHALL NOT APPLY TO CLEARED LAND FORMING o THE BASIN OF A RESERVOIR LATER TO BE INUNDATED. SEEDING NOTES iE 0 N t 00 ao Ln °1 O 00 U Ln O rn O) Nod Gq 0) ° � u ,jr E J LL rLL to M .N C m co C = O� d C LL) U z 111111111111/// v CORPORATE . SEAL O' .g ' / / / /11111111111` 11t1S1u1�11///// ,.``- "ql� ES S l 0, 4l SEAL 038607 c -.N PRELIMINARY NOT FOR CONSTRUCTION U C7 C) C7 C7 0 I— 5 -: _ Ln W 0 Z �-: W R NC) mCwUH LU NZZ�10�0WW w Wo U -jw �N wU 2: C) 0C) U5vu)C z CL O J LL J_ ; 0 L Q zC) C w p no J 0 O0 U Z oC O I z 0 OQ w U m _LL Z 0 0 un 0 OZ�w w= U C7 C) C7 C7 0 5 -: _ Ln W 0 • �-: W R NC) mCwUH LU NZZ�10�0WW ' Wo U -jw �N wU 2: C) 0C) U5vu)C V) LEGEND: N EX. DRAINAGE EASEMENT V Z X X X EX. FENCE ST °C ST EX. STORM PIPE OH U r4 In OH U EX. OVERHEAD ELECTRIC SAN C EX. SANITARY SEWER d SAN N o% J E EX. GIS MINOR CONTOUR d V EX. GIS MAJOR CONTOUR N M •9 C M y EX. SURVEY MINOR CONTOUR � y cV OD c EX. SURVEY MAJOR CONTOUR C — — EX. ROW Z PROP. STORM SEWER ....... ............................... SS ............. ............................... PROP. SANITARY SEWER LINE 12VV 12VV PROP. 12" WATER LINE 6vv ....... ............................... W ............. ............................... PROP. 6" WATER LINE 1W 1 VV PROP. 1" WATER LINE PROP. SANITARY SEWER MANHOLE ❑IJ PROP. CURB INLET PROP. WATER VALVE PROP. FIRE HYDRANT PROP. STORM MANHOLE OO EX. SANITARY SEWER MANHOLE # EX. LIGHT POLE EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE ❑ EX. STORM BOX OO EX. STORM MANHOLE EX. FIRE HYDRANT ® EX. WATER MANHOLE ® EX. WATER VALVE Co N V Z sao Ln %0 °C 0 U OD r4 In it 0 N C +0' d N o% J E d V N M •9 C M y di0 OD � y cV OD c C W V Z CORPORATE SEAL 0 �T��',''' CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 295 290 285 275 270 265 260 255 250 LEGEND: 0) 0) 7 . CY) 0 LO co � 04 00 r*- c? � CD .0) . .............. ;9 X - X F VI S A: 4 15. 6 VI S ST ...... ......... EX. STORM PIPE OHU 1,- Lf) 4� . OHU EX. OVERHEAD ELECTRIC ........ ....... _TT77. SAN EX. SANITARY SEWER LO I vi L Lv: 272.: 272 - . SITE PREPARATION, GRADING, AND STORMWATER NOTES- EX. GIS MINOR CONTOUR (n 00 L6 LO 00 (6 r-- 00 EX. GIS MAJOR CONTOUR V;1 E . ... .. 4-H- EX. SURVEY MINOR CONTOUR L6 C; 00 M N 00 P,� (M L6 I P EX. SURVEY MAJOR CONTOUR 04 r*- 04 N [ N N EX. ROW - - - L . LV 1 .22 1 22 PROP. STORM SEWER _44- 4� SS PROP. SANITARY SEWER LINE 12VV LV .20 .96 4- _+4- PROP. 12" WATER LINE + + ............................................ _++ 1W +++fi+ 1VV ++ ++ > PROP. SANITARY SEWER MANHOLE C, LO PI PROP. CURB INLET H PROP. WATER VALVE 4F PROP. FIRE HYDRANT 1. LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START O-F PROP. STORM MANHOLE EX. SANITARY SEWER MANHOLE EX. LIGHT POLE AtPA-1 EX. UTILITY POLE WITH LIGHT z 0 EX. UTILITY POLE El EX. STORM BOX CONSTRUCTION. (D) . ............. ................. EX. STORM MANHOLE ................. ................. ................. ................. .................. ................ ................. ................ ................ ........ EX. FIRE HYDRANT C14 EX. WATER VALVE 00 . ......... ................. ................. ............. ............. 2. REFER TO EROSION CONTROL DOCUMENTS FOR ALL TREE PROTECTION FENCE F, (0 . LOCATIONS AND INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION - ----- BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL W DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, `0 Cr TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE EL" PV ELEV: 52 2 .52 C) C14 IN PROTECTION ZONE. Go ......... ........... ................. 04 ................. ................. ................. ......... ...... ................. ................. ................. .............. .... ................. ................ ................. + ,"", -+H7vKc-E VC: Ill.. 4 4'��. 0 :� SUBGRADE. U) (L U) 5,14: Lu cc cc C14 0) IT- U) DETAILS FOR CURB SPECIFICATIONS. A6- + ON + L L U) C PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN Zi_ co N LO C? C? PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 1. U) az:i ... ................. 6. REFER TO STORMWATER DOCUMENTS FOR ALL STORM DRAINAGE. ........... .... ......... 2 .... ..... ................ LU 7. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE .............. ................. PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED. U) Lu U) 8. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSED ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS. 9. GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE of SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE _t7 ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED ........ ................ GRADES. OIF_ 04 10. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER 11 CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND C! (I n% /C D TIMELY COMPLETION OF THIS PROJECT. CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT .......... ......... .......... @ 1,00% ................ ..... PR DFOi 3E,011 R . ... .. N9 ................. ................. .... ................. PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EXSTINGG OU D EROSION SEDIMENTAND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE LEGEND: 0) 0) 7 . CY) 0 LO co � 04 00 r*- c? � CD .0) ce) LO . EX. DRAINAGE EASEMENT X - X - X EX. FENCE ST LO LO I,- ST EX. STORM PIPE OHU 1,- Lf) 4� . OHU EX. OVERHEAD ELECTRIC SAN- _TT77. SAN EX. SANITARY SEWER LO I r�� 00 I., I SITE PREPARATION, GRADING, AND STORMWATER NOTES- EX. GIS MINOR CONTOUR (n 00 L6 LO 00 (6 r-- 00 EX. GIS MAJOR CONTOUR 0) 00 . ... .. . .. ........... ...... EX. SURVEY MINOR CONTOUR L6 C; 00 M N 00 P,� (M L6 I P EX. SURVEY MAJOR CONTOUR 04 r*- 04 N [ N N EX. ROW - - - - -- PROP. STORM SEWER SS 4� SS PROP. SANITARY SEWER LINE 12VV 00 N N 12VV PROP. 12" WATER LINE ............................................ ....................................... [1- N N ............................................ r*- 04 1W 1VV PROP. 1 "WATER LINE > PROP. SANITARY SEWER MANHOLE FIX PROP. CURB INLET H PROP. WATER VALVE 4F PROP. FIRE HYDRANT 1. LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START O-F PROP. STORM MANHOLE EX. SANITARY SEWER MANHOLE EX. LIGHT POLE EX. UTILITY POLE WITH LIGHT z 0 EX. UTILITY POLE El EX. STORM BOX CONSTRUCTION. (D) . ............. ................. EX. STORM MANHOLE ................. ................. ................. ................. .................. ................ ................. ................ ................ ........ EX. FIRE HYDRANT EX. WATER MANHOLE EX. WATER VALVE T7 0) 0) 7 . CY) 0 LO co � 04 00 r*- c? � CD .0) ce) LO . LO M 04 co oil- CY) . co 04 LO 00 0) 0 rl- . 0) 0 rl- . LO LO I,- Ln 1,- 04 CD . 04 04 CD 1,- Lf) 4� . 0 oil- I 0) �_ rl- co _TT77. 4 r*- .6 4 P, LO I r�� 00 I., I SITE PREPARATION, GRADING, AND STORMWATER NOTES- C� "4 00 (n 00 L6 LO 00 (6 r-- 00 L6 0).4 00 0) 00 C'i r-- 00 C'� (0 CO 00 T_: CD 00 L6 C; 00 M N 00 P,� (M L6 I P T_: 04 r*- 04 N [ N N [ C-4 N r*- N N N rl- N N I0 00 N N 4� 00 04 N 00 N C14 00 N C14 00 N N CS] C14 00 N N 00 04 N [1- N N r*- r*- CN N N N r*- 04 2? C40 > 6 M T W�, 1. LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START O-F 0 �p < M z 0 CONSTRUCTION. . ............. ................. ................ ................ ................. ................. ................. ................. ................. ................. ................. .................. ................ ................. ................ ................ ........ ................ ....... 0 WA 00 . ......... ................. ................. ............. ............. 2. REFER TO EROSION CONTROL DOCUMENTS FOR ALL TREE PROTECTION FENCE F, (0 . LOCATIONS AND INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION - ----- BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL W DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, `0 TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE C14 IN PROTECTION ZONE. Go ......... ........... ................. 04 ................. ................. ................. ......... ...... ................. ................. ................. .............. .... ................. ................ ................. p- ,"", � .............. ......... . .... ........ .............. 3. CONTRACTOR TO GRADE SITE TO A TOLERANCE OF +/-.10 FEET (BALANCED) OF 0 :� SUBGRADE. (L U) DETAILS FOR CURB SPECIFICATIONS. 5. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT U) C PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN N LO C? C? PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CL 6. REFER TO STORMWATER DOCUMENTS FOR ALL STORM DRAINAGE. 7. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE .............. ................. PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED. U) Lu U) 8. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSED ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS. 9. GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. 04 10. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND C! Z_ z TIMELY COMPLETION OF THIS PROJECT. CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT ................ ..... PR DFOi 3E,011 R . ... .. N9 ................. ................. .... ................. PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EXSTINGG OU D EROSION SEDIMENTAND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE SAL :1'=OH R12 ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. 12. FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: 12.1. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON r'r)NADI PT1r)K1 r)P TWP XA/r)PV W 1 Pyrp�_(z NA&Tppiai (zwai i Pp PpNAr)\1pn Ppr)NA T7 0) 0) 7 . CY) 0 LO co � 04 00 r*- c? � CD .0) ce) LO . LO M 04 co oil- CY) . co 04 LO 00 0) 0 rl- . 0) 0 rl- . LO LO I,- Ln 1,- 04 CD . 04 04 CD 1,- Lf) 4� . 0 oil- I 0) �_ rl- co W --t r*_ 4 r*- .6 4 P, LO I r�� 00 I., I Gi 0 1 C� "4 00 (n 00 L6 LO 00 (6 r-- 00 L6 0).4 00 0) 00 C'i r-- 00 C'� (0 CO 00 T_: CD 00 L6 C; 00 M N 00 P,� (M L6 I P T_: 04 r*- 04 N [ N N [ C-4 N r*- N N N rl- N N 00 N N 00 N N 00 N 04 00 04 N 00 N C14 00 N C14 00 N N CS] C14 00 N N 00 04 N [1- N N r*- r*- CN N N N r*- 04 0+00 0+50 1+00 1+50 2+00 2+50 3+00 LVLS jz"w_, -'*-lcj fund) P MM�M 7A A N RO DMH-3 PROP 1-14. 7 No x f x rP-R-OPDCI-'4 CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY I I ) 7 1 1 ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH LLj7,Z AND/OR NCDOT STANDARDS AND SPECIFICATIONS. 3+50 L 0 THE RIGHT-OF-WAY. 12.2. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE TOWN OF MURFREESBORO, THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGI NEER, AND THE OWNER 9+50 FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, it-RUH. L;1-1 3�lj PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. LU E 12.3. COMPLETE WORK TO THE SATISFACTION OF THE TOWN OF MURFREESBORO ----- - - PUBLIC WORKS DEPARTMENT AND OBTAIN A LETTER FROM THE DEPARTMENT 01� CL STATING THAT THE WORK IS ACCEPTABLE. PROP. CA-15 13. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER Ln METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO LU Q ADDITIONAL COST TO OWNER. z 14. GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT Lu CONTROL AND AIR POLLUTION ORDINANCES OR RULES. C) 15, IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN C) THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. V) BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK U 0 z THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE c) PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF 2 PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE ACCUSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION. ARCHITECT MUST APPROVE STAKED ITEMS PRIOR TO CONSTRUCTION. PROP. CI-30 17. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING . ..... . ..... DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE. 18. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW - - --------- - FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED, 19. CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS 2 RESULT OF HIS WORK, 20. ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY. - RA A I - 1- - - 111 -1- 1 1 Ki- - 1KI-Al I - 1 1-11 M1 III C44 U z 00 Ln %0 C) Ln Cq E 5 E a) LL y L- L_ r LL 4j_ rnAp rn *� OR a, LU z IDF, SIG* .......... z CORPORATE Z SEAL SEAL 038607 -"/v G PRELIMINARY NOTFOR CONSTRUCTION -2 it-RUH. L;1-1 3�lj LU E M 0 ----- - - CL 0 01� CL - PROP. CA-15 LU > Ln 0 LU Q PROP. CI-6 . ...... z W 0 U < 6' Lu N.C. ONE-CALL CENTER C) Lu 2: U C) 0 V) 01: U 0 z Z < c) - 0� 1: (,D 2 T' . ..... . ..... PROP. DI-33 . ........... - L - - - --------- - E: 0 0 z 0 _A, 2? C40 > 6 M T W�, 0 �p < M C44 U z 00 Ln %0 C) Ln Cq E 5 E a) LL y L- L_ r LL 4j_ rnAp rn *� OR a, LU z IDF, SIG* .......... z CORPORATE Z SEAL SEAL 038607 -"/v G PRELIMINARY NOTFOR CONSTRUCTION 0 la LU 0 1: 0 LU 1: 0 0 Z z LU LU E M 0 22. ALL CURB INLET ELEVATIONS IN PLAN AND PROFILE DENOTE THE EDGE OF CL 0 01� CL _j LU > Ln 0 LU Q > z W 0 U < 6' Lu N.C. ONE-CALL CENTER C) Lu 2: U C) 0 V) 01: U 0 z Z < c) - 0� 1: (,D al� LU 0 la LU 0 1: 0 LU 1: 0 0 Z 20' of 20' 40' 80' %D C) C) 22. ALL CURB INLET ELEVATIONS IN PLAN AND PROFILE DENOTE THE EDGE OF Ln C) -0 C) C) U -_ �_ LU Ln PAVEMENT (RIM) ELEVATION. � Z LU 5.: C'4 z �z U Lu CALL 1-800-632-4949 W 0 U < 6' Lu N.C. ONE-CALL CENTER < Lu 2: 0� Lu 2: U STRUCT JRE. 5u 1) 1) 1) U V) CL V) . ..... . ..... PROP. DI-33 V) z 0 _A, \/z > Lu W�, 20' of 20' 40' 80' %D C) C) Ln C) -0 C) C) U -_ �_ LU Ln BEFORE YOU DIG! � Z LU 5.: C'4 z �z U Lu CALL 1-800-632-4949 W 0 U < 6' Lu N.C. ONE-CALL CENTER < Lu 2: 0� Lu 2: U IT'S THE LAW! 5u 1) 1) 1) U V) CL V) U� +H++H++fi++H++H+ to 04 04 CD C14 r*_ LO LO 0 r*_ 0) 0 d +fi++H+—t—H qt CD +,+H++fi++H++H+ 00 M EX. FENCE 291- r-- 00 ................. ................ ................. ................. ................ ................. ................. ................. ................. ................. ................. ................ ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................ ................. Pv ELIE ..... ... ... ................ .............. . ................ ............... ................. ................. ................ ................. ................ V: 111', 5 Vj'."'12. ................ ................ ................. ................. ................. ....... ................ ................ ................ ............... ...... H, ................. ................. ................. ................. ................. ................. ................. ................. ................ ................. ................. ................. ................ ................. ................. ................. ................ ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................ ................. ................. ................. ................ ................. ................. 04 04 04 04 04 C%4 C-4 04 04 CN V& 11 11�4 I N N N N N EX. SURVEY MAJOR CONTOUR EX. ROW — — — — — — — — cc CC — PROP. STORM SEWER C14 0) SS PROP. SANITARY SEWER LINE 12VV 12VV PROP. 12" WATER LINE 6vv ............... PROP. 6" WATER LINE 147 . ................. ................. ............... ................. ................. ................. ................ ................. ..... PROP. 1 "WATER LINE PROP. SANITARY SEWER MANHOLE FIX PROP. CURB INLET H PROP. WATER VALVE 4F PROP. FIRE HYDRANT PROP. STORM MANHOLE EX. SANITARY SEWER MANHOLE EX. LIGHT POLE EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE El EX. STORM BOX ................. ................. ................. ................. ....... ........ ................. ................. ................ ................ ................. ................. ........ I .............. ................. ................ LU .......... .... ................ ................. ................. ................. ................. EX. FIRE HYDRANT EX. WATER MANHOLE EX. WATER VALVE 4 10 S 8 0 Lu PV STA: 1 22 1 .'� .. ................ . ................ ................ ................ .......... ................ ................. ................. ................. ........... . ..... ........ ............... ..... .............. ........ ........ . .......... ................ ................ ................ ........ ........ ............... .......... ..... ................ ........ I[TTA ITLL�HVx- . . ................. ................. '2 4 o') . 00 K I'.5 0 . ................ ............... ... ................ ................ ................ ................ 00 C? > M Lu I ---- tl c'? o —14 F#� 7Voo 411 +± + + —f++ 3MINIMUM M 04 M CNI COVER ................. ...... ................ ................ > 103 94 04 LO cl) c? co W (d Ci co co CD 04 04 o') 04 co IRC . .............. C, LO h+_-. Vst) t - 0-1 U) ft > > W07"W"T co > cl co EXI TIN G OUI\ D ............ ... ...... ................ 04 0 SCALE 1"=�C'HORIZ > U� 4: to 04 04 CD C14 r*_ LO LO 0 r*_ 0) 0 r*_ 1 r*_ ce) qt CD N 00 00 M EX. FENCE 291- r-- 00 C� (0 CO 0000 T_: (0 Coco C; LO 00 cy; 04 r*- 0011- p,� M L6 r*- r*- cO r*- co 6 cc co N L6 CD Coco C� co W C) 29", N CN N 04 04 04 04 04 C%4 C-4 04 04 CN N N N N N N N N b+bu I+UU f+bu N E 1 U+UU 0 W40-111 285 sm 275 Ipwil 265 260 255 IM11 12+00 12+50 13+00 PLAINVIEW AVENUE Avl` — ;21 __�_ -J�7/, - _�__ \ A I I ))( � , --- YN-::;�'—Ar' I I �)_A�-'/-77 .1 / / V / / , / / -1 U / /\L� I 1 1 ---- I CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. — -............ - TRANSPORTATION SERVICE ..... . . .......... PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. 1111� 1� LEGEND: Z LU r*4 28 < 0 5.: ca 0� C) Co C) r14 U -_ �_ LU EX. DRAINAGE EASEMENT 290 X — X EX. FENCE 291- LU > ST EX. STORM PIPE P. CI-25 29f X OHU EX. OVERHEAD ELECTRIC 2 3 SAN- VIV F C) 29", EX. GIS MINOR CONTOUR 0 U z X 2J' 0 EX. GIS MAJOR CONTOUR E 1 U+UU 0 W40-111 285 sm 275 Ipwil 265 260 255 IM11 12+00 12+50 13+00 PLAINVIEW AVENUE Avl` — ;21 __�_ -J�7/, - _�__ \ A I I ))( � , --- YN-::;�'—Ar' I I �)_A�-'/-77 .1 / / V / / , / / -1 U / /\L� I 1 1 ---- I CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. — -............ - TRANSPORTATION SERVICE ..... . . .......... PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. 1111� 1� LEGEND: Z LU r*4 LU E 0 5.: ca 0� C) Co C) r14 U -_ �_ LU EX. DRAINAGE EASEMENT X — X — X EX. FENCE ST LU > ST EX. STORM PIPE OHU > OHU EX. OVERHEAD ELECTRIC SAN- SAN- EX. SANITARY SEWER C) 0 EX. GIS MINOR CONTOUR 0 U z Z 0 EX. GIS MAJOR CONTOUR LU EX. SURVEY MINOR CONTOUR EX. SURVEY MAJOR CONTOUR EX. ROW — — — — — — — — — — — — — — PROP. STORM SEWER SS SS PROP. SANITARY SEWER LINE 12VV 12VV PROP. 12" WATER LINE 6vv 6W ............................................ PROP. 6" WATER LINE 1W 1VV PROP. 1 "WATER LINE PROP. SANITARY SEWER MANHOLE FIX PROP. CURB INLET H PROP. WATER VALVE 4F PROP. FIRE HYDRANT PROP. STORM MANHOLE EX. SANITARY SEWER MANHOLE EX. LIGHT POLE EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE El EX. STORM BOX (D) EX. STORM MANHOLE EX. FIRE HYDRANT EX. WATER MANHOLE EX. WATER VALVE SITE PREPARATION. GRADING. AND STORMWATER NOTES 1 . LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF 2. REFER T EROSION CONTROL DOCUMENTS FOR ALL TREE PROTECTION FENCE LOCATIONS AND INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. 3. CONTRACTOR TO GRADE SITE TO A TOLERANCE OF +/-.10 FEET (BALANCED) OF SUBGRADE. 4. IN ORDER TO ENSURE PROPER DRAINAGE, REFER TO SITE PLAN DOCUMENTS AND DETAILS FOR CURB SPECIFICATIONS. 5. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6. REFER TO STORMWATER DOCUMENTS FOR ALL STORM DRAINAGE. 7. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED. 8. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSED ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS. 9. GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. 10. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 11. THE GRADING CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENTAND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. 12. FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: 12.1. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY. 12.2. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE TOWN OF MURFREESBORO, THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGI NEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. 12.3. COMPLETE WORK TO THE SATISFACTION OF THE TOWN OF MURFREESBORO PUBLIC WORKS DEPARTMENT AND OBTAIN A LETTER FROM THE DEPARTMENT STATING THAT THE WORK IS ACCEPTABLE. 13. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER. 14. GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES. 15. IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. 16. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE ACCUSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION. ARCHITECT MUST APPROVE STAKED ITEMS PRIOR TO CONSTRUCTION. 17. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE. 18. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 19. CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. 20. ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY. 21. STORM SEWER LEAD-INS TO BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING PLANS ARE COMPLETED AND LOCATIONS ESTABLISHED ON THE ARCHITECTURAL PLANS. LEAD-INS MAY CHANGE 1SHORIZONTALLY AND 3VERTICALLY PRIOR TO INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL REQUEST AND RECEIVE WRITTEN APPROVAL FROM PRIME CONTRACTOR PRIOR TO INSTALLATION OF LEAD-INS. CONTRACTOR SHALL COORDINATE LOCATIONS, SIZE AND INVERT ELEVATIONS OF STORM SEWERS WITH APPROVED BUILDING PLUMBING PLANS. 22. ALL CURB INLET ELEVATIONS IN PLAN AND PROFILE DENOTE THE EDGE OF PAVEMENT (RIM) ELEVATION. 23. ALL PIPE LENGTHS ARE MEASURED CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 20' of 20' 40' 80' BEFORE YOU DIG! CALL 1-800-632-4949 N.C. ONE-CALL CENTER IT'S THE LAW! Co U z 00 Ln %0 OD U c4 Ln C� M Co 00 4S C1% E L- r U_ Cn rn .!V 00 rn rd OD tko a, U 5: 1 z z CORPORATE Z S E A L 4, `/";,,h, C XvC 1,111111111W, CA,& SEAL 038607 PRELIMINARY NOTFOR CONSTRUCTION 0 Ina LU 0 , M 0 0 0 Z 0i z 0 Lu 0� U %D C) U C) Z LU r*4 LU E 0 5.: ca 0� C) Co C) r14 U -_ �_ LU CL 0 01� CL _j LLUU U 5u 0� 0 1) 1) U V) CL LU > 0 LU Q > z C) C) 0 0 0 U z Z 0 LU 0 Ina LU 0 , M 0 0 0 Z 0i z 0 Lu 0� U %D C) U C) 1) �z r14 r*4 r, Ln ca C) 5.: ca 0� C) Co C) r14 U -_ �_ LU Ln Z LU 5.: U z �z ED Lij Lij U U _j Lu �- 55 � Lu < U < Lu 0� 2: LLUU U 5u 0� 0 1) 1) U V) CL 2: V) 0 !2 A , I 290 285 4.0111 275 270 265 419111 U� LO N 0 LO N r*_ M L6 r*- 0 M 19t 1 M C-4 OD CID Cn 00 I,- LID 0 I,- 0 CID LO co (6 LO OD CD L6 LO CD CD 4 00 CD N co It co CO C'i W co CD C'i (0 CD OD Ci M CD 0000 C� 00 0 00 00 CD 00 rl- C; r, 00 r*_ co N N N N N N N N N N N N N N CN N N N N N N N U+UU U+bu 1 +UU 1 +5U Z+UU Z+bu ;3+UU ;3+bu 4+UU 4+5U PROP. EX. SDMH-1 00-1- IN op 290 285 40-111 275 270 265 Q0901 5+00 5+50 6+00 I- NIL� %-h X1, CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND PROP. Cl- xx, A\ `: '1� I I -,, A 11 /Z SPECIFICATIONS. 77'1'�_ � WA - 29J/ r-fPRORC1-37 LEGEND: 1 . LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL CONSTRUCTION. 2. REFER TO EROSION CONTROL DOCUMENTS FOR ALL TREE PROTECTION FENCE EX. DRAINAGE EASEMENT LOCATIONS AND INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION 7 �D C) C) U r14 Ln Lu BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL X — X — X EX. FENCE ST - ST EX. STORM PIPE OHU SUBGRADE. OHU EX. OVERHEAD ELECTRIC SAN- DETAILS FOR CURB SPECIFICATIONS. 5. EX. SANITARY SEWER REQUEST AND RECEIVE WRITTEN APPROVAL FROM PRIME CONTRACTOR PRIOR TO SAN- Z < PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6. EX. GIS MINOR CONTOUR 7. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE AND INVERT ELEVATIONS OF STORM SEWERS WITH APPROVED BUILDING PLUMBING EX. GIS MAJOR CONTOUR 8. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSED ONLY AND ARE NOT TO PLANS. BE USED TO LAYOUT FOOTINGS. 9. EX. SURVEY MINOR CONTOUR ALL CURB INLET ELEVATIONS IN PLAN AND PROFILE DENOTE THE EDGE OF COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE EX. SURVEY MAJOR CONTOUR PAVEMENT (RIM) ELEVATION. SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE — — ---------- ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE EX. ROW OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. - PROP. STORM SEWER - — — — — — — — — — — — — SS TIMELY COMPLETION OF THIS PROJECT. SS PROP. SANITARY SEWER LINE 12VV PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT 12VV PROP. 12" WATER LINE 6vv EROSION SEDIMENTAND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE 6W ............................................ PROP. 6" WATER LINE 1W PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO 1VV PROP. 1 "WATER LINE 12. FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: 12.1. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN PROP. SANITARY SEWER MANHOLE CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM FIX ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON PROP. CURB INLET COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM H THE RIGHT-OF-WAY. PROP. WATER VALVE 4F PROP. FIRE HYDRANT CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY PROP. STORM MANHOLE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGI NEER, AND THE OWNER EX. SANITARY SEWER MANHOLE PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. 12.3. COMPLETE WORK TO THE SATISFACTION OF THE TOWN OF MURFREESBORO EX. LIGHT POLE PUBLIC WORKS DEPARTMENT AND OBTAIN A LETTER FROM THE DEPARTMENT STATING THAT THE WORK IS ACCEPTABLE. EX. UTILITY POLE WITH LIGHT GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL 0 DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER EX. UTILITY POLE METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO El ADDITIONAL COST TO OWNER. EX. STORM BOX GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES. EX. STORM MANHOLE IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN Y<� THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. EX. FIRE HYDRANT BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE EX. WATER MANHOLE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE ACCUSATION OF EX. WATER VALVE SITE PREPARATION, GRADING, AND STORMWATER NOTES-.- 1 . LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL CONSTRUCTION. 2. REFER TO EROSION CONTROL DOCUMENTS FOR ALL TREE PROTECTION FENCE INSTALLED QUANTITIES MAY VARY. LOCATIONS AND INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION 7 �D C) C) U r14 Ln Lu BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL STORM SEWER LEAD-INS TO BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, LU > TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PLANS ARE COMPLETED AND LOCATIONS ESTABLISHED ON THE ARCHITECTURAL PROTECTION ZONE. 3. CONTRACTOR TO GRADE SITE TO A TOLERANCE OF +/-.10 FEET (BALANCED) OF PLANS. LEAD-INS MAY CHANGE 1SHORIZONTALLY AND 3VERTICALLY PRIOR TO SUBGRADE. 4. IN ORDER TO ENSURE PROPER DRAINAGE, REFER TO SITE PLAN DOCUMENTS AND INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL DETAILS FOR CURB SPECIFICATIONS. 5. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT REQUEST AND RECEIVE WRITTEN APPROVAL FROM PRIME CONTRACTOR PRIOR TO PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN Z < PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6. REFER TO STORMWATER DOCUMENTS FOR ALL STORM DRAINAGE. 7. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE AND INVERT ELEVATIONS OF STORM SEWERS WITH APPROVED BUILDING PLUMBING PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED. 8. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSED ONLY AND ARE NOT TO PLANS. BE USED TO LAYOUT FOOTINGS. 9. GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY ALL CURB INLET ELEVATIONS IN PLAN AND PROFILE DENOTE THE EDGE OF COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO PAVEMENT (RIM) ELEVATION. SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE — — ---------- ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE ALL PIPE LENGTHS ARE MEASURED CENTER OF STRUCTURE TO CENTER OF STRUCTURE. OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. 10. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. 11. THE GRADING CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENTAND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. 12. FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: 12.1. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY. 12.2. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE TOWN OF MURFREESBORO, THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGI NEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. 12.3. COMPLETE WORK TO THE SATISFACTION OF THE TOWN OF MURFREESBORO PUBLIC WORKS DEPARTMENT AND OBTAIN A LETTER FROM THE DEPARTMENT STATING THAT THE WORK IS ACCEPTABLE. 13. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER. 14. GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES. 15. IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL. 16. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE ACCUSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION. ARCHITECT MUST APPROVE STAKED ITEMS PRIOR TO CONSTRUCTION. 17. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE. 18. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 19. CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. C44 U z 00 Ln %0 C? U CID Cq Ln C� M V) _j 4S C1% a) U E a) U_ Lv 47� 0 cd L OD tko LU U z .......... .......... z CORPORA TE SEAL Ckeo ()��Ss z_ 4:, SEAL 038607 GINE G PRELIMINARY NOTFOR CONSTRUCTION Z 20. ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL LU E 0 INSTALLED QUANTITIES MAY VARY. 01� CL 7 �D C) C) U r14 Ln Lu 21. STORM SEWER LEAD-INS TO BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING CALL 1-800-632-4949 LU > N.C. ONE-CALL CENTER PLANS ARE COMPLETED AND LOCATIONS ESTABLISHED ON THE ARCHITECTURAL LU Q > z PLANS. LEAD-INS MAY CHANGE 1SHORIZONTALLY AND 3VERTICALLY PRIOR TO C) INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL C) 0 REQUEST AND RECEIVE WRITTEN APPROVAL FROM PRIME CONTRACTOR PRIOR TO o U z Z < 0 INSTALLATION OF LEAD-INS. CONTRACTOR SHALL COORDINATE LOCATIONS, SIZE 01� LU AND INVERT ELEVATIONS OF STORM SEWERS WITH APPROVED BUILDING PLUMBING PLANS. V 22. ALL CURB INLET ELEVATIONS IN PLAN AND PROFILE DENOTE THE EDGE OF PAVEMENT (RIM) ELEVATION. \ — — ---------- 23. ALL PIPE LENGTHS ARE MEASURED CENTER OF STRUCTURE TO CENTER OF STRUCTURE. C44 U z 00 Ln %0 C? U CID Cq Ln C� M V) _j 4S C1% a) U E a) U_ Lv 47� 0 cd L OD tko LU U z .......... .......... z CORPORA TE SEAL Ckeo ()��Ss z_ 4:, SEAL 038607 GINE G PRELIMINARY NOTFOR CONSTRUCTION 0 la Ina LU (.9, 0 0 0 Z 0i z 0 Lu 0� Z LU C) U C) LU E 0 CL 0 01� CL 7 �D C) C) U r14 Ln Lu _j � Z LU, r�4 Z �z 5.: .. U U Ca LU LU I CALL 1-800-632-4949 LU > N.C. ONE-CALL CENTER 0 LU Q > z C) C) 0 0 o U z Z < 0 3f 0 01� LU 0 la Ina LU (.9, 0 0 0 Z 0i z 0 Lu 0� U %D C) U C) r14 rn Ln C) 7 �D C) C) U r14 Ln Lu BEFORE YOU DIG! � Z LU, r�4 Z �z 5.: .. U U Ca LU LU I CALL 1-800-632-4949 6j (3 U �- Lu _j Lu < N.C. ONE-CALL CENTER < Lu 2: (j Lu 0� 2: U IT'S THE LAW! 5u 00DU v)CL V) RETAINING WALL 1 FT #57 STONE 3 FT PROP. VEGETATED FILTER STRIP _� __4.EPOL ARE 30 FT @ MAXIMUM OF 8% 6 FT GRASS: TALL FESCUE, COMMON BERMUDA CONTRACTOR TO PLACE GEOTEXTILE FABRIC (MIRAFI 50OX/60OX) UNDERNEATH STONE f INV: 258.25 ��Lope PROP. HW-26 3" LIP 6" MIN. POOL DEPTH\\\\— INV: 259.00 Q10: 2.39 CFS PROP. RETAINING WALL (BY OTHERS) CONTRACTOR TO COVER VFS AND ANY SIDE SLOPES WITH SIX INCHES OF TOPSOIL. CONTRACTOR TO MIX 2 CUBIC YARDS OF PEAT MOSS OR COMPOST INTO THE TOPSOIL. 52'AVG. WIDTH 10'BERM ELEV: 270.00 15" RCP @ 0.50% 6!'7 010 19 w T_ C=) C=) U) . C=) 04 z U) A INV: 259.30 .7%.1 TURN DOWN ORIFICE A 100 YEAR STORM: 268.91 10 YEAR STORM: 268.14 V. � YEAR STORM: 266.89 v. TEMPORARY POOL: 265.90 SEDIMENT STORAGE: 263.00 SEDIMENT VOLUME: 2,606.00 FT1 PROP. DRY DETENTION A SECTION HORZ SCALE: 1 " = 10' VERT SCALE: 1 " = 20' PE PLUG HOLE 0 ORIFICE c INV: 257.61 y C) w Lo T_ U) < 00 (o CN z U) TURN DOWN ORIFICE B TYPE PLUG TURN DOWN ORIFICE C 1 O'EMERGENCY OVERFLOW ELEV: 269.00 24" RCP @ 1.00% ZO TYPE PLUG INV: 257.00 CLASS 1 RIP X RAP 12'L X 7'W X 12" T START-UP FERTILIZER APPLICATION TO ENGINEERED FILTER STRIP TOPSOIL I ff�� 11-1 I'll I I-,' - -------- I . .............. .............. zW""/ / / U PROP. TOP O��_ 258.00 PROP. HW-55 n=o n� ___j __11 _�] _1j — JINV IN: 257.00 (DI-54) E��V. 258.25 .................. 257.20 257.20 -�J _1j _1j _1j ------ 256.10 25 - 256.10 000' ----- — 's CORPORATE S E A L .......... Owill I 0 "0 SEAL 038607 GINE FP�RELIMINARY NOTFOR CONSTRUCTION1 C*4 z u z Lu Go Ln %0 cd lo� m CL 0 � 00 C-4 Ln CD m %0 ci FA wo 00 Lu a% u 0 _j E o E U. U L. C! Eq (A 00 Lw cd co a 0 0 u z Lu 0 u :]f 0 z 's CORPORATE S E A L .......... Owill I 0 "0 SEAL 038607 GINE FP�RELIMINARY NOTFOR CONSTRUCTION1 t; t; E E V3 V) r14 rn V) r14 rn z — — C) C) f1i f1i 6 r-, L > (-I —. U r�4 — 0� — C) 9 C) 256.10 BEFORE YOU DIG! (s's C'o) CALL 1-800-632-4949 . ..... N.C. ONE-CALL CENTER m >- Ln -- — ----------- r� 0 IT'S THE LAW! 7 5-: co 0� c' 'D m 0 u �j r14 Ln � LU Lu - --- — --- . .... r14 z 4i — --- — ------------ - - — ----- — Z u LU . .............. . ......... Llj 0 U CD _j LU Lu U U5 w U<u Lu < Lu � 2: 1: 10, 01 10, 20' 40-1 00 1) u 5 vu) C'L V) z Lu 37 CL 0 _j Lu 0 Lu z Q Lu Q C) 0 0 0 0 u z al� CL 0 IE 0� :]f 0 0 Z 0 Lu z CL 0 Lu z 0 1: ca CL �z t; t; E E V3 V) r14 rn V) r14 rn z — — C) C) f1i f1i 6 r-, L > (-I —. U r�4 — 0� — C) 9 C) 256.10 BEFORE YOU DIG! (s's C'o) CALL 1-800-632-4949 . ..... N.C. ONE-CALL CENTER m >- Ln -- — ----------- r� 0 IT'S THE LAW! 7 5-: co 0� c' 'D m 0 u �j r14 Ln � LU Lu - --- — --- . .... r14 z 4i — --- — ------------ - - — ----- — Z u LU . .............. . ......... Llj 0 U CD _j LU Lu U U5 w U<u Lu < Lu � 2: 1: 10, 01 10, 20' 40-1 00 1) u 5 vu) C'L V) 1 Of EMERGENCY OVERFLOW ELEV: 269.00 INV: 264.00 24" RCP @ 1 .00% CLASS 1 RIP X RAP 12'L X 7'W X 12" T INV: 264.35 W z U) T- LO U) 0� 00 (0 04 TURN DOWN ORIFICE A 100 YEAR STORM: 269.39 10 YEAR STORM. 268. 94-- .2 YEAR STORM: 268.18 v TEMPORARY POOL: 265.90 SEDIMENT STORAGE: 263.00 SEDIMENT VOLUME: 2,740.00 F-P PROP. DRY DETENTION B SECTION_ HORZ SCALE: 1 " = 10' VERT SCALE: 1 " = 20' W z T- CD U) C� CD 1— CNI C PE PLUG HOLE 0 ORIFICE 10'BERM ELEV: 270.00 INV: 261.61 15" RCP @ 0.50% RETAINING WALL 1 FT POOLAREA 6 FT #57 STONE 3 FT 6" MIN. POOL DEPTH TYPE PLUG TURN DOWN (2) ORIFICES C TYPE PLUG C14 U z Go Ln %0 Cd ln� rn 00 cIr Ln CD rn 00 —j E U. U L- ': iz Eq to Cd 00 r- LU U z r PROP. VEGETATED FILTER STRIP r14 Ln 30 FT @ MAXIMUM OF 8% z 7 00 5.: C0 ISE C) GRASS: TALL FESCUE, COMMON BERMUDA LU � LU Z LU r-4 Z �z U ED Llj Lij U U -j LU V) Lu < E < LU U 1) 1) 1) U V) CL 2: , PROP. RETAINING WALL CL 0 SEGMENTAL BLOCK CORPORATE (BY OTHERS) LU PROP. HW-26 LU SEAL J Z� INV: 259.00 Q Z. Q10: 2.39 CFS Q LL CONTRACTOR TO PLACE 0 0 GEOTEXTILE FABRIC (MIRAFI 50OX/60OX) 0 U z 01� CL UNDERNEATH STONE IE 0� -17 0 Z 0 LU Owill I I 0 0 6� CL 0 z 0 IE ca SEAL 8% MAX SLOpE �z 038607 —73" L I P GINE P p ROP. RETAINING WALL CAST IN PLACE (BY OTHERS) CONTRACTOR TO COVER VFS AND ANY SIDE SLOPES WITH SIX INCHES OF TOPSOIL. CONTRACTOR TO MIX 2 CUBIC YARDS OF PEAT MOSS OR COMPOST INTO THE TOPSOIL. START-UP FERTILIZER APPLICATION TO ENGINEERED FILTER STRIP TOPSOIL 0 75 LBS OF GROUND LIMESTONE PER 1,000 SQ. FT. 0 A STARTER TYPE FERTILIZER (ONE THAT IS HIGH IN PHOSPHORUS) BASED ON THE TYPE OF GRASS AND THE PLANTING METHOD. FERTILIZER BAGS HAVE A THREE-NUMBER SYSTEM INDICATING THE PRIMARY NUTRIENTS, SUCH AS 8-8-8 OR 5-10-10. THESE NUMBERS DENOTE THE N-P-K RATIO - THE PERCENTAGE OF EACH NUTRIENT IN A FERTILIZER. THE PERCENTAGES ARE NOTED IN THE FOLLOWING ORDER: 000 N NITROGEN FOR GREEN COLOR AND GROWTH :00 P205 PHOSPHORUS FOR GOOD ROOTING K20 POTASSIUM TO ENHANCE PEST AND ENVIRONMENTAL STRESS TOLERANCE. 0 COMMON EXAMPLES OF STARTER FERTILIZERS REQUIRED FOR A 1,00 SQ FT AREA INCLUDE 40 LBS OF 5-10-10,20 LBS OF 10-20-20, OR 16 LBS OF 18-24-6. FOR SANDY SOILS, TYPICAL TO THE COASTAL PLAIN AND SANDHILLS, FERTILIZER RATES SHOULD BE INCREASED BY 20 PERCENT. 0 CONTRACTOR TO WATER FOR THE FIRST THREE WEEKS OF SOD INSTALLATION SO THAT THE FIRST 1.5 INCHES OF SOIL IS KEPT MOIST CONSTRUCTION START UP • GRADING OF THE ENGINEERED FILTER STRIP (IF REQUIRED) SHOULD BE THE FIRST STEP IN THE CONSTRUCTION SEQUENCE. GRADE THE SITE TO THE DESIGN SLOPE USING A BOX BLADE OR SIMILAR EQUIPMENT. CARE SHOULD BE TAKEN TO AVOID DRIVING HEAVY EQUIPMENT THROUGH THE ENGINEERED FILTER STRIP TO PREVENT COMPACTION. • CONTRACTOR TO REFER TO THE NCDENR BMP MANUAL LEVEL SPREADER SECTION FOR CONSTRUCTION SEQUENCE AND PRACTICES. • CONTRACTOR TO DIVERT ALL WATER TO BYPASS UNTIL CONSTRUCTION SITE HAS BEEN STABILIZED AND DRY DETENTION BASIN IS COMPLETED. CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. (4 BEFORE YOU DIG! CALL 1-800-632-4949 N.C. ONE-CALL CENTER IT'S THE LAW! 51 01 51 10, 2( FP�RELIMINARY LM' NOT FOR C co ST ONSTRtU CTION t; t; E E V) C14 M V) r14 M z — — C) C) r14 r14 V—) 6 lr-� L > (-I —. U r�4 — 0� — C) U %�o C) U U C) r14 Ln z 7 00 5.: C0 ISE C) %�o C) Co C) U r14 LU � LU Z LU r-4 Z �z U ED Llj Lij U U -j LU V) Lu < E < LU U 1) 1) 1) U V) CL 2: , CL 0 LU 0 LU z Q LU —j Q LL C) 0 0 0 0 U z 01� CL 0 IE 0� -17 0 Z 0 LU z CL 0 z 0 IE ca �z Ica t; t; E E V) C14 M V) r14 M z — — C) C) r14 r14 V—) 6 lr-� L > (-I —. U r�4 — 0� — C) U %�o C) U U C) r14 Ln 7 00 5.: C0 ISE C) %�o C) Co C) U r14 Ln � LU Z LU r-4 Z �z U ED Llj Lij U U -j LU V) Lu < LU LU U < LU U 1) 1) 1) U V) CL 2: , GRATE PER CITY STANDARDS USE STD. NO. 30.13 OR 30.14 _10; 0-16 0 M. M. 0.0 WE _10_1 ME 1 1 1 �' z 2'-0' 1/2- PLASTE R-- uj -i 8" MINIMUM; OVER 8' DEEP CD 5 12" MINIMUM UP TO 6'----,- 04 FROM TOP OF CURB. C14 IN, 0 0 .4 b4 X'- '4 4 1 , 4 4 4 0 , 1 4 1 4 4 0 1 - I 3000 PSI CONCRETE, to - 44 44 3'-0 -4" 4' Z 00 'd. 0 0 4'-4- - DRAWING NOT TO SCALE - NOTES: 1. FOR 24" RCP & LARGER USE PIPE DIAMETER PLUS 12" FOR MINIMUM INSIDE DIMENSION. 2. 24" X 24" CASTING WITH 12", 15" & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE OR LARGER. IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. 3. USE 4" X 4" X 8" OR 4" X 8" X 16" PLACE OR PRECAST CONCRETE TO SOLID CONCRETE BLOCK. CAST IN MEET N.C.D.O.T. STANDARDS ACCEPTABLE. 4. FOR STEP REQUIREMENT; SEE NOTE 2 ON STANDARD NO. 30.01. 1/2"0 STAINLESS STEEL DROP HANDLES R /IP-- DETAIL OF pbIPLATES NOTE: PAINT WITH RUST INHIBITING BLACK PAINT BILL OF MATERIAL TOP OF CURB NOTES: STANDARD C.B. STEP 3-#3 REB� kRS E 1) THE SLOPE OF THE GUTTER TO MK-pal 2 8' LONG THE CATCH BASIN ON THE UPHILL 2 1/2" STAINLESS STEEL ROUND ROD 181, E FOR FOR SLOPE SIDE SHALL BEGIN 10' FROM THE 12Y4" 1411 1/2" STAINLESS STEEL FLAT WASHERS REWS SEE R Q E THE CATCH BASIN. THE SLOPE OF ROU GROUT c� m ci 161, 7" N 0 NOTE 1. THE GUTTER TO THE CATCH BASIN N PL PLACE ON THE DOWNHILL SIDE, .,.*-IN A" A U- SHALL BEGIN 5' FROM 2 11/4' d LL 7, '56 61616 6 m cf� THE CATCH BASIN. 000 000 C) FLOW LINE A—] 2-2' PIPES 22 LONG ON A 3' 2' 11/2' PLAN 2) STEPS SHALL BE INSTALLED IN SLOPE -16" BELOW z 0 < ALL CATCH BASINS OVER SIN DEPTH. 4" 2-2" G.I. PIPE OR PVC PIPE �2 DEPTH SHALL BE MEASURED FROM THE SUP RESISTANT CLEATS 8 MIN.,OVER 12' DEEP 12" MIN. 8* MINIMUM, TOP OF THE GUTTER TO THE INVERT F-1 F-1 #3 OR REBAR CORROSION RESISTANT U; TO 6' FROM TOP OF CURB. OF THE CATCH BASIN. MATERIAL 12" MINIMUM UP TO m c;v 0 CA > 0 3) SOLID CONCRETE BRICKS MAY BE 6' FROM TOP OF CURB. 5 12" (PLASTIC) USED IN 4X4X8 OR 4X8X16 SIZES. 15' TYP. ELEVATION SECTION A-A GREATER THAN 12' 4) NCDOT APPROVED PRECAST N. DEEP.FOOTI G IS i�5 o CONCRETE BOXES ACCEPTABLE 0 Y_ oz T 0 EXTEND 6* 0 USING STANDARD 5' CASTINGS. BEYOND THE STRUCTURE 12" 15" 0 P: CITY OF RALEIGH 5) DOMESTIC CASTING REQUIRED WITHIN 1/2' D 0 . PUBLIC WORKS DEPARTMENT STREET RIGHT OF WAY. 3000 0 4 . REVISIONS P 5119104 JTT -ONC. 11/2 D 616106 WDP CATCH 1/2" D PSI CONCRETE 1117107 14VP 6 UP TO 12' DEEP BASIN 0:j o;v mm rn 6" 12" OVER 12' DEEP 6 DRAWING NOT TO SCALE STD. # 30.01 6'4" GRATE PER CITY STANDARDS USE STD. NO. 30.13 OR 30.14 _10; 0-16 0 M. M. 0.0 WE _10_1 ME 1 1 1 �' z 2'-0' 1/2- PLASTE R-- uj -i 8" MINIMUM; OVER 8' DEEP CD 5 12" MINIMUM UP TO 6'----,- 04 FROM TOP OF CURB. C14 IN, 0 0 .4 b4 X'- '4 4 1 , 4 4 4 0 , 1 4 1 4 4 0 1 - I 3000 PSI CONCRETE, to - 44 44 3'-0 -4" 4' Z 00 'd. 0 0 4'-4- - DRAWING NOT TO SCALE - NOTES: 1. FOR 24" RCP & LARGER USE PIPE DIAMETER PLUS 12" FOR MINIMUM INSIDE DIMENSION. 2. 24" X 24" CASTING WITH 12", 15" & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE OR LARGER. IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. 3. USE 4" X 4" X 8" OR 4" X 8" X 16" PLACE OR PRECAST CONCRETE TO SOLID CONCRETE BLOCK. CAST IN MEET N.C.D.O.T. STANDARDS ACCEPTABLE. 4. FOR STEP REQUIREMENT; SEE NOTE 2 ON STANDARD NO. 30.01. 1/2"0 STAINLESS STEEL DROP HANDLES R /IP-- DETAIL OF pbIPLATES NOTE: PAINT WITH RUST INHIBITING BLACK PAINT BILL OF MATERIAL MATERIAL LIST FOR ONE UNIT - MAKE UNITS 1 STANDARD C.B. STEP 3-#3 REB� kRS E 15' � I MK-pal 2 8' LONG MK-pbl 2 1/2" STAINLESS STEEL ROUND ROD 181, E 8 3' 1411 1/2" STAINLESS STEEL FLAT WASHERS C*4 Ln ROU GROUT c� m ci 6' W 6. N PL PLACE cn m� .,.*-IN A" A U- 0 U 2 11/4' d LL 7, '56 61616 6 m cf� ", G 000 000 C) A—] 2-2' PIPES 22 LONG ON A 3' 2' 11/2' PLAN SIDE ELEVATION SLOPE -16" BELOW z 0 < TOP OF C.B. 4" �2 T=- SUP RESISTANT CLEATS 8* MINIMUM, .0 2'-G'MIN. -.0-- 8' F-1 F-1 #3 OR REBAR CORROSION RESISTANT OVER 12' DEEP lul Ul MATERIAL 12" MINIMUM UP TO m c;v 0 CA > 0 (RUBBER) 6' FROM TOP OF CURB. 12" (PLASTIC) IF STRUCTURE IS 15' TYP. ELEVATION SECTION A-A GREATER THAN 12' N. DEEP.FOOTI G IS i�5 o 0 Y_ oz T 0 EXTEND 6* 0 BEYOND THE STRUCTURE 0 P: CITY OF RALEIGH < ow—i 00 1/2' D 0 . PUBLIC WORKS DEPARTMENT = 6" x inz - m 4 . REVISIONS DATE. 516106 DRAWN BY: WDF 5119104 JTT 5' OM 8��3000 616106 WDP CATCH PSI CONCRETE 1117107 14VP BASIN 0:j o;v mm rn 5131107 JTT DRAWING NOT TO SCALE STD. # 30.01 GRATE PER CITY STANDARDS USE STD. NO. 30.13 OR 30.14 _10; 0-16 0 M. M. 0.0 WE _10_1 ME 1 1 1 �' z 2'-0' 1/2- PLASTE R-- uj -i 8" MINIMUM; OVER 8' DEEP CD 5 12" MINIMUM UP TO 6'----,- 04 FROM TOP OF CURB. C14 IN, 0 0 .4 b4 X'- '4 4 1 , 4 4 4 0 , 1 4 1 4 4 0 1 - I 3000 PSI CONCRETE, to - 44 44 3'-0 -4" 4' Z 00 'd. 0 0 4'-4- - DRAWING NOT TO SCALE - NOTES: 1. FOR 24" RCP & LARGER USE PIPE DIAMETER PLUS 12" FOR MINIMUM INSIDE DIMENSION. 2. 24" X 24" CASTING WITH 12", 15" & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE OR LARGER. IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. 3. USE 4" X 4" X 8" OR 4" X 8" X 16" PLACE OR PRECAST CONCRETE TO SOLID CONCRETE BLOCK. CAST IN MEET N.C.D.O.T. STANDARDS ACCEPTABLE. 4. FOR STEP REQUIREMENT; SEE NOTE 2 ON STANDARD NO. 30.01. 1/2"0 STAINLESS STEEL DROP HANDLES R /IP-- DETAIL OF pbIPLATES NOTE: PAINT WITH RUST INHIBITING BLACK PAINT BILL OF MATERIAL MATERIAL LIST FOR ONE UNIT - MAKE UNITS 1 C15 X 33.9# CHANNEL 62 1/2" MK-cal E 1/8" X 1" H.R. FLAT BAR 3- MK-pal 2 3/8" x 3" H.R. FLAT BAR 10" MK-pbl 2 1/2" STAINLESS STEEL ROUND ROD 181, E 8 1/2" STAINLESS STEEL HEX NUTS 1411 1/2" STAINLESS STEEL FLAT WASHERS C*4 Ln c� m ci CD cq cn m� _J fr m 0 U- 0 U d LL 7, LL m cf� ", G 2_10 GO C) LLI >- v) _j --! c z z 0 < �2 LL i(r zoz - 0 0 Ld m m c;v 0 CA > 0 Ld 00 uJ 18 rnmc i�5 o 0 Y_ oz 0 0 P: < ow—i 00 x inz - m > z r- o M Ld 0:j o;v mm rn Ld LLJ _J V) < Z M z M cn w orc > z cn > Ln rn a z E 0 0 0 Ld Ld V) V) Of bi m > m Lu _J W In < cn 0 0 E IN V) Lu Lu < 0:) mujw wzz n V) < �V) ir LU 0 F: rr rn V) E ci- 0 _j z ll� Li I <0 x < V) < LL. x 0 __j V'c (D rl):;, o a. mcnm o 0 m :3zw 0 Oow z z g E w z CL 0 w- E ol _j SHEET 2 OF 2 F= ol < 0 :3 om cy Of C-4 UJ CITY OF RALEIGH 0 1 0 '.'c CID PUBLIC WORKS DEPARTMENT UJ w 0) > 0 V) o o < Of REVISIONS DATE. 716106 DRAWN BY. WVP ui 0- m > a- 0 < BOLTED COVER E V) E k 2: 0 ASSEMBLY STD. # 30.11 GRATE PER CITY STANDARDS USE STD. NO. 30.13 OR 30.14 _10; 0-16 0 M. M. 0.0 WE _10_1 ME 1 1 1 �' z 2'-0' 1/2- PLASTE R-- uj -i 8" MINIMUM; OVER 8' DEEP CD 5 12" MINIMUM UP TO 6'----,- 04 FROM TOP OF CURB. C14 IN, 0 0 .4 b4 X'- '4 4 1 , 4 4 4 0 , 1 4 1 4 4 0 1 - I 3000 PSI CONCRETE, to - 44 44 3'-0 -4" 4' Z 00 'd. 0 0 4'-4- - DRAWING NOT TO SCALE - NOTES: 1. FOR 24" RCP & LARGER USE PIPE DIAMETER PLUS 12" FOR MINIMUM INSIDE DIMENSION. 2. 24" X 24" CASTING WITH 12", 15" & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE OR LARGER. IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. 3. USE 4" X 4" X 8" OR 4" X 8" X 16" PLACE OR PRECAST CONCRETE TO SOLID CONCRETE BLOCK. CAST IN MEET N.C.D.O.T. STANDARDS ACCEPTABLE. 4. FOR STEP REQUIREMENT; SEE NOTE 2 ON STANDARD NO. 30.01. 1/2"0 STAINLESS STEEL DROP HANDLES R /IP-- DETAIL OF pbIPLATES NOTE: PAINT WITH RUST INHIBITING BLACK PAINT BILL OF MATERIAL MATERIAL LIST FOR ONE UNIT - MAKE UNITS 1 C15 X 33.9# CHANNEL 62 1/2" MK-cal 4 1/8" X 1" H.R. FLAT BAR 3- MK-pal 2 3/8" x 3" H.R. FLAT BAR 10" MK-pbl 2 1/2" STAINLESS STEEL ROUND ROD 181, co LIM 8 1/2" STAINLESS STEEL HEX NUTS 1411 1/2" STAINLESS STEEL FLAT WASHERS DRAWING NOT TO SCALE )Cll )Cll TYPICAL MH FOR STORM SEWER B PIPE SIZE MH DIAMETER 12-24" 4'-0" 30-42" 5'-0" 48" 6'-0" 54" TREAD SURFACE STANDARD MANHOLE A RING AND COVER 0 2' In . .' j2i� 40 0 M 4!-0" R x OR 5' 0" < OR 5'-0" 4! SLOPE 45' C C 6" THICK UP TO 12' DEEP L 12" THICK OVER 12' DEEP --!!fLOPE 'c� 6. 6:L 3000 PSI B 1--,' .0 6';:0" 3000 PSI CONCRE A GROUT SECTION A-A SECTION B-B NOTES: l.DEPTH MEASURED FROM TOP OF CASTING TO INVERT OF MANHOLE. 2. PRECAST MANHOLE COMPONENTS SHALL MEET ASTM-C-478 REQUIREMENTS. 3. SEE STD. # 30.15 FOR MANHOLE COVER DETAIL. 4. DOMESTIC CASTINGS REQUIRED WITHIN STREET RIGHT-OF-WAY. A cli 00 TYP E A SECTION C-C - DRAWING NOT TO SCALE 2`9" 81/4" 1' 41/2" 81/4" F-1 F-1 E E E How 2' 11/4" 2'-0" y2" —1 9y4" 41/2" — SECTION A-A STANDARD 24" X 36" DROP INLET CASTING DRAWING NOT TO SCALE A Z 0 rn �\j 7;�l - 11/2 0 W, Ln 4_1 rl) SECTION B-B A 3/," 5/-311 SIDE ELEVATION 37 6" PLAN OF COVER 4 1/2 2 5'- 3 SECTION A-A 3" SECTIO N B-B W ROUND 3)/4" % Il, RECESS AV LAF AV Y4" '/2. SO. NUT ''GNr 3/p TY2 HD I., "I 5" DETAIL OF HANDLE 11/2 11/2 2 1/4 12" 9 Y4" Y4 if 5 5 END ELEVATION DRAWING NOT TO SCALE 23 1/2" BUTYL-NEK OR APPROVED SEALANT BETWEEN FRAME AND 7 1/2" COVER NOTES: 1) ALL MANHOLE FRAMES SHALL BE BE DOMESTICALLY CAST. 2) FRAME SHALL BE A MINIMUM WEIGHT OF 182 LBS. WITHIN PUBLIC ROW AND 160 LBS. WITHIN EASEMENTS. 3)COVER SHALL WEIGH A MINIMUM OF 120 LBS. 4)ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACES SHALL BE BOLTED TO THE CONE SECTION OR RING WITH A MINIMUM OF 4 BOLTS PER FRAME. B 311 — 15 13 4 1/2 2 r 21 '14" 5" TOP VIEW Y2" 12 1/2 211/4" SIDE ELEVATION SHEET 1 OF 2 0 m I C/ KD -7 SPA C E DE IN U 0 COVER 120 LBS. MINIMUM 2 5 1/16 2 3 11/16 22" - 25 15/16" —33 1/4" 5/8"X3" LAGSHIELD IN HOLE DRILLED INTO CONE OR RING WITH ANCHOR SUNK TO DESIGN DEPTH, AND 5/8"X3" HOT DIPPED GALVANIZED LAG BOLT AND WASHER. c:o Y4" HOLES FOR HANDLES -SEE DETAIL- TREAD SURFACE z .!�p co LIM 0) %0 C) . GO C*4 Ln c� m ci 6" PLAN OF COVER 4 1/2 2 5'- 3 SECTION A-A 3" SECTIO N B-B W ROUND 3)/4" % Il, RECESS AV LAF AV Y4" '/2. SO. NUT ''GNr 3/p TY2 HD I., "I 5" DETAIL OF HANDLE 11/2 11/2 2 1/4 12" 9 Y4" Y4 if 5 5 END ELEVATION DRAWING NOT TO SCALE 23 1/2" BUTYL-NEK OR APPROVED SEALANT BETWEEN FRAME AND 7 1/2" COVER NOTES: 1) ALL MANHOLE FRAMES SHALL BE BE DOMESTICALLY CAST. 2) FRAME SHALL BE A MINIMUM WEIGHT OF 182 LBS. WITHIN PUBLIC ROW AND 160 LBS. WITHIN EASEMENTS. 3)COVER SHALL WEIGH A MINIMUM OF 120 LBS. 4)ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACES SHALL BE BOLTED TO THE CONE SECTION OR RING WITH A MINIMUM OF 4 BOLTS PER FRAME. B 311 — 15 13 4 1/2 2 r 21 '14" 5" TOP VIEW Y2" 12 1/2 211/4" SIDE ELEVATION SHEET 1 OF 2 0 m I C/ KD -7 SPA C E DE IN U 0 COVER 120 LBS. MINIMUM 2 5 1/16 2 3 11/16 22" - 25 15/16" —33 1/4" 5/8"X3" LAGSHIELD IN HOLE DRILLED INTO CONE OR RING WITH ANCHOR SUNK TO DESIGN DEPTH, AND 5/8"X3" HOT DIPPED GALVANIZED LAG BOLT AND WASHER. c:o u z .!�p co LIM 0) %0 C) . GO C*4 Ln c� m ci CD cq cn m� E U- 0 U d LL 7, 59 " m cf� ", G 2_10 GO C) cd tko --! c z S I z CORPORATE Z v Z C xl?� CAR 0 Es s I SEAL 038607 z 4v A, C 4D....... G F�RE — L' M' NOT CONSTRt PRELIMINARY NOTFOR CONSTRUCTION z Lu E CL 0 Lu Lu 0 0 u Lu z 1: oLu o Lu < Lu 0 z ca 0 0i 0 Ln > Lu la� 282.22 WM ?. go\N V)F,O ------ f ----------- LL_Fj "69 PROP. 8"X8" TEE 8" G.V. W OF TEE 8" G.V. N OF TEE 8" G.V. S OF TEE RESTRAIN PIPE 43 LF ALONG BRANCH 8" RE 10) T_ mwm PROP. 8" TAPPING SLE VE .. LCONTRACTOR TO COORDINATE IT T_1� THE CITY OF RALEIGH 8" G.V. N OF TAPPING SLEEVE 2 0- 1237.24 LF �f 8" 'PVC @3.50% m "mamp, TLWI= MAP, go No M, W-2111.14 1 I Lu > LL fr 0 Q IZ fr Z: Lu _j 0:j/ I 12- Iro ra CONTRACTOR TO TIE INTO EXISTING 12" WATER Ll INE LEGEND: z EX. DRAINAGE EASEMENT Lu X — X — X EX. FENCE ST - ST EX. STORM PIPE OHU OHU EX. OVERHEAD ELECTRIC SAN- Lu EX. SANITARY SEWER SAN Lu EX. GIS MINOR CONTOUR Q z EX. GIS MAJOR CONTOUR Q - — — — — — — — — — — — — - EX. SURVEY MINOR CONTOUR CL 0 0 EX. SURVEY MAJOR CONTOUR 0 113� :If 0 Zj EX. ROW 0 Lu PROP. STORM SEWER ss ss PROP. SANITARY SEWER LINE 12W 12W PROP. 12" WATER LINE 6W Z 6W PROP. 6" WATER LINE 1w 1w PROP. 3/4" WATER LINE PROP. SANITARY SEWER MANHOLE PROP. CURB INLET PROP. WATER VALVE PROP. FIRE HYDRANT PROP. STORM MANHOLE EX. SANITARY SEWER MANHOLE EX. LIGHT POLE EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE El EX. STORM BOX (3 EX. STORM MANHOLE 7yX1 EX. FIRE HYDRANT EX. WATER MANHOLE EX. WATER VALVE FAILURE TO NOTIFY BOTH CITYDEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARYFINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAIL URE TO CALL FOR INSPECTION, INSTALL A DO WASTREAM PL UG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLA TION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINEAND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. Aft CD CD 01L -I I n , , f \ r14 A01111111111& C14 u z Go .L30 Ln -2 %0 IQ, 9 00 u eq Ln CD m or- EA _j -a. E 0 r- u_ (A m.np w m w-.s cl� 0 Lo- bo 00 L_ en co Lu u z CORPORATE SEAL c N \00will I 1\� 10 CARO/,,/ s s1- SEAL 038607 GINE G 1111110\\\ PRELIMINARY NOTFOR CONSTRUCTION 0i z 0 V) 5: Lu 0� z Lu 37 CL 0 _j Lu 0 Lu z Q z Q 0 0 CL 0 0 U Z 0 113� :If 0 Zj 0 Lu Lu 0 L ca > o Z 0i z 0 V) 5: Lu 0� P40-111 285 275 270 265 260 255 250 0') (3) CY) C) LO . CD C14 00 1,- cq .(0 STA: 6+71.53 CY) L0 0) EX. DRAINAGE EASEMENT X - X - X :0 + ;;T Lb - ST LL ST EX. STORM PIPE OHU P_ LO Lf� .0) OHU EX. OVERHEAD ELECTRIC SAN- 6 rl- SAN EX. SANITARY SEWER LO r,: 00 N_ P, c3i p N_ EX. GIS MINOR CONTOUR cO 00 L6 LO 00 C,6 00 EX. GIS MAJOR CONTOUR - - - - - - - - - - - - - - EX. SURVEY MINOR CONTOUR 6 Lfi 000) N 0011- rw� Cp Lfi 1,- r*- EX. SURVEY MAJOR CONTOUR 04 rl- N IN r, - IN IN EX. ROW Z I 1 0- CP rl- IN IN PROP. STORM SEWER SS 00 04 04 SS PROP. SANITARY SEWER LINE + 00 IN C\1 12W T-1-7-7- 6W N ft t ft t 1W PROP. 3/4" WATER 0 LINE 0 ..... ................ PROP. SANITARY SEWER MANHOLE ............ ................. of �- ....... ....... ................. M . ..... . . .................. 0 LO ................. ................. ................ ................ ... : .......... ............... ................ .............. ............ PROP. FIRE HYDRANT PROP. STORM MANHOLE uj U) EX. SANITARY SEWER MANHOLE + U) 0- U) Of EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE El EX. STORM BOX 0 . ........... 5 EX. STORM MANHOLE ................ ................ ................. ................. ................. 7yX1 ................. ................. ................. ................ ................. EX. FIRE HYDRANT ................ ................ ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................ ................. EX. WATER MANHOLE _t ......... ................. EX. WATER VALVE ................ ....... 0111111111 CORPUD HANDBOOK, CURRENT EDITION) 2. UTILITY SEPARATION REQUIREMENTS: co 3MINII im a)A DISTANCE OF 100'SHALL BE MAINTAINED BETWEEN SANITARY SEWER &ANY COVER I I I F PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL 0 0') L I T SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE U MINIMUM SEPARATION SHALL NOT BE LESS THAN 25'FROM A PRIVATE WELL OR 0- U) jU)U) o- U) 0011- 50'FROM A PUBLIC WELL b) WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION 0 > BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE Cn 1z 4 WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER U) 0 . THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM tORI .................. ................. ................. ................. ................. ....... ................. ............... �OP_ S 9483 )P 15" 3TOR It OUTSIDE DIAMETER TO OUTSIDE DIAMETER 0", 6 Alm: STA S WO. 91 ................. .............. V, [4 ........... ................. c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A 1CL111 . ................ ............... ................ SAN ITARY SEWER PASSES OVER A WATERMAI N, D I P MATE RIALS 0 R STE EL F ROF OSE D GF OUI� D 04 ENCASEMENT EXTENDED 10'ON EACH SIDE OF CROSSING MUST BE SPECIFIED EXIS� ING 3ROJND z & INSTALLED TO WATERLINE SPECIFICATIONS ... ............ .............. .13 FO 1 1-401 HOf oy >x d) 5.0- MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR V=&VERT. SANITARY SEWER e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAN & RCP STORM z DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED ii- C5 I I I I I �r I I 1 1 _,7_ 1 1 1 1 Lu r- 1 1 A I rLOVL >0 U) U) L6 IN 7 + . IN (L U) Ix !r= (q), I W oo . ................. ................ ................ ................. + ... . . . ............ LEGEND: (3) CY) C) LO . CD C14 00 1,- cq .(0 STA: 6+71.53 CY) L0 0) EX. DRAINAGE EASEMENT X - X - X EX. FENCE - ST L0 LO ST EX. STORM PIPE OHU P_ LO Lf� .0) OHU EX. OVERHEAD ELECTRIC SAN- 6 rl- SAN EX. SANITARY SEWER LO r,: 00 N_ P, c3i p N_ EX. GIS MINOR CONTOUR cO 00 L6 LO 00 C,6 00 EX. GIS MAJOR CONTOUR - - - - - - - - - - - - - - EX. SURVEY MINOR CONTOUR 6 Lfi 000) N 0011- rw� Cp Lfi 1,- r*- EX. SURVEY MAJOR CONTOUR 04 rl- N IN r, - IN IN EX. ROW Z I 1 0- CP rl- IN IN PROP. STORM SEWER SS 00 04 04 SS PROP. SANITARY SEWER LINE 12W 00 IN C\1 12W PROP. 12" WATER LINE 6W N 6W PROP. 6" WATER LINE 1W 1W PROP. 3/4" WATER 0 LINE 0 z PROP. SANITARY SEWER MANHOLE PROP. CURB INLET PROP. WATER VALVE 4- PROP. FIRE HYDRANT PROP. STORM MANHOLE uj U) EX. SANITARY SEWER MANHOLE EX. LIGHT POLE EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE El EX. STORM BOX 0 . ........... 5 EX. STORM MANHOLE ................ ................ ................. ................. ................. 7yX1 ................. ................. ................. ................ ................. EX. FIRE HYDRANT ................ ................ ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................ ................. EX. WATER MANHOLE ,""I, ,, 1111111111111""I"I'll, ......... ................. EX. WATER VALVE b+UU b+bu b+UU b+bu (+UU (+bu ts+uu \F Iff jj�j __4�j �7::: ��, t__� - jN-, / I All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY III PROP. 8" TAPPING SLEEVE' CONTRACTOR TO COORDINATE WITH THE CITY OF RALEIGH 8" G.V. N OF TAPPING SLEEVE OPK /I Q� U 0 co of < -/4 Qll� � ( I Ir 0 2 765 < -7, PROP P ROW __j 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT 'Z n' KAINIMA"KA rn\/r:D 1Q Dr:r)"1Dr:n nNi Ai i IA/ATr:D UAINIQ JQ_ Qr:1A/r:D r:nD(r:rAA1K1Q 8+50 9to 9+50 4.0'MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS 6. INSTALL %" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2'WATERLI NE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE 7. INSTALL 4" PVC� SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'ABOVE THE NEXT UPSTREAM MANHOLE STA 8�68.85 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED INV. OUT: 264.50 FROM NCDWQ, USACE WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR PROP. 3/4" METER FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. STA 8+57.15 10. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR STA L2.45 RAILROAD ROW PRIOR TO CONSTRUCTION INV. OUT: 266.94 11. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTA PROP. �A" METER CT STA: 8+13.42 TIM BEASLEY AT (919) 250-7825 OR TIMOTHY.BEASLEY@RALEIGHNC.GOV FOR MORE I \x -\ \ 1�/ (3) CY) C) LO . CD C14 00 1,- cq .(0 STA: 6+71.53 CY) L0 0) LID CY) CN CD C) M r*- CN co U) 00 a) CD 0) CD L0 LO 11 1 \ f r- C14 co - 04 04 C.0 P_ LO Lf� .0) 0 CD r*- rl- r*- `0 6 rl- -,t 4 6 LO r,: 00 N_ P, c3i p N_ GENERAL NOTES: cO 00 L6 LO 00 C,6 00 L6 (M 00 4 (M 00 Ci r- 00 Lr- W 00 6 Lfi 000) N 0011- rw� Cp Lfi 1,- r*- 01� 04 rl- N IN r, - IN IN 77 Z I 1 0- CP rl- IN IN 00 N IN 00 Cq 04 00 04 04 00 04 C14 00 IN C\1 00 IN C\1 00 IN C\1 N N STANDARD UTILITY NOTES OS APPLICABLE): 05 C14 N N N- N CN 04 pl- 04 0 0 z 1. ALL MATERIALS& CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY uj U) OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: . ........... 5 .�+� ',""I'll ....... ................ ................ ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................ ................. ................. ................ ................ ................. ................. ................ ................ ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................ ................. ................. ,""I, ,, 1111111111111""I"I'll, ......... ................. ........... ....... ................ ....... 0111111111 CORPUD HANDBOOK, CURRENT EDITION) 2. UTILITY SEPARATION REQUIREMENTS: a)A DISTANCE OF 100'SHALL BE MAINTAINED 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 SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25'FROM A PRIVATE WELL OR o- U) 0011- 50'FROM A PUBLIC WELL b) WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION 0 > BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE Cn WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER 0 . THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM .................. ................. ................. ................. ................. ....... ................. ............... .......... 1 It OUTSIDE DIAMETER TO OUTSIDE DIAMETER STA S WO. 91 c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SAN ITARY SEWER PASSES OVER A WATERMAI N, D I P MATE RIALS 0 R STE EL F ROF OSE D GF OUI� D 04 ENCASEMENT EXTENDED 10'ON EACH SIDE OF CROSSING MUST BE SPECIFIED EXIS� ING 3ROJND z & INSTALLED TO WATERLINE SPECIFICATIONS ... ............ .............. 1 1-401 HOf oy >x d) 5.0- MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR V=&VERT. SANITARY SEWER e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAN & RCP STORM z DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED b+UU b+bu b+UU b+bu (+UU (+bu ts+uu \F Iff jj�j __4�j �7::: ��, t__� - jN-, / I All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY III PROP. 8" TAPPING SLEEVE' CONTRACTOR TO COORDINATE WITH THE CITY OF RALEIGH 8" G.V. N OF TAPPING SLEEVE OPK /I Q� U 0 co of < -/4 Qll� � ( I Ir 0 2 765 < -7, PROP P ROW __j 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT 'Z n' KAINIMA"KA rn\/r:D 1Q Dr:r)"1Dr:n nNi Ai i IA/ATr:D UAINIQ JQ_ Qr:1A/r:D r:nD(r:rAA1K1Q 8+50 9to 9+50 4.0'MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS 6. INSTALL %" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2'WATERLI NE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE 7. INSTALL 4" PVC� SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'ABOVE THE NEXT UPSTREAM MANHOLE STA 8�68.85 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED INV. OUT: 264.50 FROM NCDWQ, USACE WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR PROP. 3/4" METER FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. STA 8+57.15 10. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR STA L2.45 RAILROAD ROW PRIOR TO CONSTRUCTION INV. OUT: 266.94 11. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTA PROP. �A" METER CT STA: 8+13.42 TIM BEASLEY AT (919) 250-7825 OR TIMOTHY.BEASLEY@RALEIGHNC.GOV FOR MORE I \x -\ \ 1�/ (3) CY) C) LO . CD C14 00 1,- cq .(0 STA: 6+71.53 CY) L0 0) LID CY) CN CD C) M r*- CN co U) 00 a) CD 0) CD L0 LO 11 1 \ f r- C14 co - 04 04 C.0 P_ LO Lf� .0) 0 CD r*- rl- r*- `0 6 rl- -,t 4 6 LO r,: 00 N_ P, c3i p N_ C� 00 cO 00 L6 LO 00 C,6 00 L6 (M 00 4 (M 00 Ci r- 00 C� to C)C) CID W 00 6 Lfi 000) N 0011- rw� Cp Lfi 1,- r*- 01� 04 rl- N IN r, - IN IN [ N IN IN IN N IN rl- IN IN 00 N IN 00 Cq 04 00 04 04 00 04 C14 00 IN C\1 00 IN C\1 00 IN C\1 N N 00 IN 05 C14 N N N- N CN 04 pl- 04 b+UU b+bu b+UU b+bu (+UU (+bu ts+uu \F Iff jj�j __4�j �7::: ��, t__� - jN-, / I All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY III PROP. 8" TAPPING SLEEVE' CONTRACTOR TO COORDINATE WITH THE CITY OF RALEIGH 8" G.V. N OF TAPPING SLEEVE OPK /I Q� U 0 co of < -/4 Qll� � ( I Ir 0 2 765 < -7, PROP P ROW __j 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT 'Z n' KAINIMA"KA rn\/r:D 1Q Dr:r)"1Dr:n nNi Ai i IA/ATr:D UAINIQ JQ_ Qr:1A/r:D r:nD(r:rAA1K1Q 8+50 9to 9+50 4.0'MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS 6. INSTALL %" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2'WATERLI NE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE 7. INSTALL 4" PVC� SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'ABOVE THE NEXT UPSTREAM MANHOLE STA 8�68.85 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED INV. OUT: 264.50 FROM NCDWQ, USACE WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR PROP. 3/4" METER FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. STA 8+57.15 10. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR STA L2.45 RAILROAD ROW PRIOR TO CONSTRUCTION INV. OUT: 266.94 11. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTA PROP. �A" METER CT STA: 8+13.42 TIM BEASLEY AT (919) 250-7825 OR TIMOTHY.BEASLEY@RALEIGHNC.GOV FOR MORE I \x -\ \ 1�/ '2 1 /51 �_Z_ FAILURE TO NOTIFY BOTH CITYDEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARYFINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT C14 U z Go .L30 Ln 0) %0 Cd U Ln CD rn Go ar-, U _j LL rn Lo ho 00 L. ed Itko Lij U z r CORPORATE SEAL C'" SEAL 038607 INE� �b PRELIMINARY NOTFOR CONSTRUCTION p STA: 6+71.53 INV. OUT: 273.67 LU STA 6+32.04 PROP. 3/4" METER INV. OUT: 274.54 STA: 6+62.52 11 1 \ f PROP. 3/4" METER �/ \�_ STA 6+22.90 , , '2 1 /51 �_Z_ FAILURE TO NOTIFY BOTH CITYDEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARYFINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT C14 U z Go .L30 Ln 0) %0 Cd U Ln CD rn Go ar-, U _j LL rn Lo ho 00 L. ed Itko Lij U z r CORPORATE SEAL C'" SEAL 038607 INE� �b PRELIMINARY NOTFOR CONSTRUCTION 0i z 0 Lu 13� U C) Q (_9 C) 1) �z [) r14 rn Ln BEFORE YOU DIG! C) r,0 U �7 CALL 1-800-632-4949 � LU Z LU N.C. ONE-CALL CENTER r-4 Z �z U 4i 01 ED 6i 20' 20' 40' 80' IT'S THE LAW! Lij U U Lu Lu 65 Lu U Lu Lu � 2: 5u 13� 2: 1) 1) 1) U V) CL , U z LU E CL 0 _j LU LEU: 0 LU z o 0 C) 01� 0 0 CL 0 0 0 U z z 0 113� IE u Z 0 LU CL 0 0 z 0i z 0 Lu 13� U C) Q (_9 C) 1) �z [) r14 rn Ln BEFORE YOU DIG! C) r,0 U �7 CALL 1-800-632-4949 � LU Z LU N.C. ONE-CALL CENTER r-4 Z �z U 4i 01 ED 6i 20' 20' 40' 80' IT'S THE LAW! Lij U U Lu Lu 65 Lu U Lu Lu � 2: 5u 13� 2: 1) 1) 1) U V) CL , U U� pl: III: I,- NC4 (0 .(0 N11- . LO LO .(M 0 1,- r*_11_ I,- r*-r*_ cf) �N C� �_00 00 a) X — X 1'-04 0000 (0 0000 -: CD 0000 C=i Ln 00 0i C'j r 0011- r,� 't rl_ U') r*_ -: 00 I C.0 6 � (0 Coco CNI L6 C.0 C"i to C.0 W LU > NCN NN CN C-4 NN 04 ...... ......... N04 04 C14C14 N CS] C) — — — — — — — — — — — — — — EX. SURVEY MINOR CONTOUR CL C) 0 0 EX. SURVEY MAJOR CONTOUR z .......... ...... N�l 1101� IE u Z EX. ROW 0 LU ............... 9 PROP. STORM SEWER SS SS PROP. SANITARY SEWER LINE 12W 12W PROP. 12" WATER LINE 6W 0 6W PROP. 6" WATER LINE 1W z 1W PROP. 3/4" WATER LINE PROP. SANITARY SEWER MANHOLE PROP. CURB INLET PROP. WATER VALVE PROP. FIRE HYDRANT PROP. STORM MANHOLE EX. SANITARY SEWER MANHOLE EX. LIGHT POLE EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE El EX. STORM BOX 0 EX. STORM MANHOLE 7yX1 EX. FIRE HYDRANT EX. WATER MANHOLE EX. WATER VALVE + U ###### 6-13 0 -On Q_ JR . ................ ................ ..... . ....... ........... PO — (go P1 P1 1 " S OR SEWER ER /_M ST :49+3.73 0 0 C"' C,)A Ln C14 04 CN-4 . ......... .. T@ ............... ................. < 0 .............. ....... ....... ...... SFA z 1 +5.54 3MINIMUM' TRY PROPOSED @4. Q�N co I I 1 19- 1 IT �on.. 1 11 Al I I I I I I I I I I I (0 rh Ci (j) nn 0 0 + Ix Cl) 04 z u-/0 7',""I'll, ...... ....... .... I",,", , a ....... ................. .......... .. ........ .. ................. ..... ........... ............. .... ................. Cf)......... CO 6; TAfM S �O�NP ROR U rA 9W TO 8 TA. D LO 01 04 P OP SEDGRCUND (L C6 49)- qD— M 0 S' , ALI:; T,!,=, 40' ORI 0 ........ ................. .. ............ .. .............. .............. ................. ................. ................. ................. ................. ................. ................. ................. ...... .................. 1'=4"/ER > Z Z PROP. 16" STEEL ENCASEMENT U� pl: III: I,- NC4 (0 .(0 N11- . LO LO .(M 0 1,- r*_11_ I,- r*-r*_ cf) �N C� �_00 00 a) X — X 1'-04 0000 (0 0000 -: CD 0000 C=i Ln 00 0i C'j r 0011- r,� 't rl_ U') r*_ -: 00 I C.0 6 � (0 Coco CNI L6 C.0 C"i to C.0 W LU > NCN NN CN C-4 NN 04 04 N11- NC4 CNI N04 04 C14C14 N CS] C) 15+50 7- a-mile] PIM11 0 FSTA 8+98.01 290 Wlk.*R BRU 275 270 1KO& 260 255 250 292// 1 1 , \-A\, \ I Yr \ \ / FAr A 28( CITY OF RALEIGH All Construction must be in accordance with all Local State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. LEGEND: r14 % 4 rn) Ln :7 p z 5.: 'D C) U EX. DRAINAGE EASEMENT r14 � LU Z LU r14 Z �z U LU Lij 0 U _Wj w �- U5 Lu 61 < X — X — X EX. FENCE ST ST EX. STORM PIPE OHU - OHU EX. OVERHEAD ELECTRIC SAN- LU > EX. SANITARY SEWER LU SAN LU _j EX. GIS MINOR CONTOUR LL 0 EX. GIS MAJOR CONTOUR C) — — — — — — — — — — — — — — EX. SURVEY MINOR CONTOUR CL C) 0 0 EX. SURVEY MAJOR CONTOUR z 0 1101� IE u Z EX. ROW 0 LU CL PROP. STORM SEWER SS SS PROP. SANITARY SEWER LINE 12W 12W PROP. 12" WATER LINE 6W 0 6W PROP. 6" WATER LINE 1W z 1W PROP. 3/4" WATER LINE PROP. SANITARY SEWER MANHOLE PROP. CURB INLET PROP. WATER VALVE PROP. FIRE HYDRANT PROP. STORM MANHOLE EX. SANITARY SEWER MANHOLE EX. LIGHT POLE EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE El EX. STORM BOX 0 EX. STORM MANHOLE 7yX1 EX. FIRE HYDRANT EX. WATER MANHOLE EX. WATER VALVE GENERAL NOTES: STANDARD UTILITY NOTES OS APPLICABLE): 1. ALL MATERIALS& CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION) 2. UTILITY SEPARATION REQUIREMENTS: a)A DISTANCE OF 100'SHALL BE MAINTAINED 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 SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25'FROM A PRIVATE WELL OR 50'FROM A PUBLIC WELL b) WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED 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 WATERMAN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10'ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS d) 5.0- MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF 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. INSTALL %" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2'WATERLI NE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE 7. INSTALL 4" PVC� SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'ABOVE THE NEXT UPSTREAM MANHOLE 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. 10. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION 11. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 250-7825 OR TIMOTHY.BEASLEY@RALEIGHNC.GOV FOR MORE INFORMATION 12. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HELVEY AT (919) 212-5923 OR JOANIE.HELVEY@RALEIGHNC.GOV FOR MORE INFORMATION 13. CONTRACTOR TO EXTEND CLEANOUTS ON LATERALS TO 4'ABOVE FINISHED GROUND ELEVATION ATTENTION CONTRA CTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT (919) 516-2159, AND THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH CITYDEPARIMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARYFINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAIL URE TO CALL FOR INSPECTION, INSTALL A DO WNSTREAM PL UG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLA TION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINEAND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. BEFORE YOU DIG! CALL 1-800-632-4949 N.C. ONE-CALL CENTER 20' 01 20' 40' 80' IT'S THE LAW! U z Go .L30 Ln %0 Co 00 Cq Ln CD rn %0 ci 00 0 ar-, _j a% .. 0 U_ U C! U_ ba 00 L en Cq Uj U z CORF OFNA I E. SEAL Z. c 1/11111111"Wo\ CAI?o 0�fss/Q.. 038607 G 1111110\ PRELIMINARY NOTIFOR CONSTRUCTION 0i z 0 V) 5: Lu 0� U %D Q C) r14 % 4 rn) Ln :7 p z 5.: 'D C) U r14 � LU Z LU r14 Z �z U LU Lij 0 U _Wj w �- U5 Lu 61 < Lu Lu U < Lu 0 U 5vu) C,L E CL 0 _j LU > LU 00 LU _j z LL 0 C) 01� C) 0 CL C) 0 0 U z z 0 1101� IE u Z 0 LU CL 0 0 z 0i z 0 V) 5: Lu 0� U %D Q C) r14 % 4 rn) Ln :7 p 5.: 'D C) U r14 � LU Z LU r14 Z �z U Lij 0 U _Wj w �- U5 Lu 61 < Lu Lu U < Lu 0 U 5vu) C,L , 1-1 290 40-1011 iq� 275 270 Weell 260 u� Lo � 04 . C) 04 Lo r- q L6 -q r*- 'q: . C) "IT 0) . r- 04 cf) . 't co co . T1_ cf) co 0 r*- - Lo 04 C) 0 co Lo 00 C6 LO 00 0000 L6 L6 'o 't 00 00 04 't CD 00 0000 cvi co 0000 C'i co 00 C'i cv) 00 0000 c� 0000 0 0000 ': r, 00 11-00 c; 04 N CN N CN N N N N N N CN N N N N N 04 04 04 .. ............. 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CURB INLET L0 PROP. WATER VALVE 4- PROP. FIRE HYDRANT 00 PROP. STORM MANHOLE s EX. SANITARY SEWER MANHOLE 0 EX. LIGHT POLE 0 EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE El EX. STORM BOX EX. STORM MANHOLE EX. FIRE HYDRANT EX. WATER MANHOLE EX. WATER VALVE c_ U) L�A. %jrNA EX. GRADE __ 1c) 0 O� 0 0 1 ;1, + C' of - a . m CLZ? 3MINIMUM -,Q-A PRO (-a ............ ... COVER t�4 Lc' k 0 < 0 0 + < (L W z v PR Df- 8" Dip z WATER Lo I FTT F 0 811 1p .1 IP 4R P_ — P OP. 15"STO M S WE --p S A 2 f-47. 56 TOT qVrS z ................ ccv nn ................ . ........ ..... ....... .. ............. S FA 47.91 (a_) .00o �74. 9 LF UF RO .15" STORMSEWER PR P. 15" S ORM < (9 (c! ST 5+ 3.3 Lo 1.1)00 _j 0') U) m LJ 0 _j < of (D N D -.1 0') C? -io .. ............. .............. F U) 'Lu y"I . ..... M11111 di'_ Lu m 1i ... ........... Lo U) 0- cli (D Z7 + I— Li 0 + + LJ IN i112! "'i T.2) co D z 0 z Nu) i� I t�i f - CI Z Z 0 0 0 115 (5 .............. co ........... . 0-1 .......... .............. ............. z 0� c Oil . U) cf) SED GROU D N G GRCUN SCA i.... VE T. u� Lo � 04 . C) 04 Lo r- q L6 -q r*- 'q: . C) "IT 0) . r- 04 cf) . 't co co . T1_ cf) co 0 r*- - Lo 04 C) 0 co Lo 00 C6 LO 00 0000 L6 L6 'o 't 00 00 04 't CD 00 0000 cvi co 0000 C'i co 00 C'i cv) 00 0000 c� 0000 0 0000 ': r, 00 11-00 c; 04 N CN N CN N N N N N N CN N N N N N 04 04 04 C,4 04 N 0+00 0+50 1+00 1+50 2+00 290 WO-101 M 275 SEWER 270 KIM 260 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 LEGEND: 1"',_ z EX. DRAINAGE EASEMENT Lu X - X - X EX. FENCE ST ST EX. STORM PIPE OHU OHU EX. OVERHEAD ELECTRIC SAN Lu > EX. SANITARY SEWER Lu SAN Lu EX. GIS MINOR CONTOUR o 0 EX. GIS MAJOR CONTOUR C) al� C) EX. SURVEY MINOR CONTOUR CL C) o EX. SURVEY MAJOR CONTOUR U z z 0 Ilcll� EX. ROW Z 0 PROP. STORM SEWER ss ss PROP. SANITARY SEWER LINE 12W 12W PROP. 12" WATER LINE 6W 6W PROP. 6" WATER LINE 1w 1w PROP. 3/4" WATER z LINE PROP. CURB INLET PROP. WATER VALVE 4- PROP. FIRE HYDRANT 00 PROP. STORM MANHOLE s EX. SANITARY SEWER MANHOLE 0 EX. LIGHT POLE 0 EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE El EX. STORM BOX EX. STORM MANHOLE EX. FIRE HYDRANT EX. WATER MANHOLE EX. WATER VALVE GENERAL NOTES: STANDARD UTILITY NOTES (AS APPLICABLE): 1. ALL MATERIALS& CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION) 2. UTILITY SEPARATION REQUIREMENTS: a) A DISTANCE OF 100'SHALL BE MAINTAINED 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 SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25'FROM A PRIVATE WELL OR 50'FROM A PUBLIC WELL b) WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED 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 WATERMAN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10'ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER e) MAINTAIN 18" MIN. VERTICAL SEPARATION ATALL WATERMAN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT � n- RAIKIIRAI IRA ��%/= 10 M17ni 1IM17M �Ki Al I XA1A=M RAAIKIC 0 OMA=M 17�M�17RAAIKIC FAILURE TO NOTIFY BOTH CITYDEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARYFINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAIL URE TO CALL FOR INSPECTION, INSTALL A DO WASTREAM III UG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLA TION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINEAND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. 2) Co u z co Ln %0 C) OD cq Ln c;II m cq w cr� 4j cy% E o E LL_ y .!= LL_ 4j _ r rn t-ho gn V cd 0 w " -0 W OD c E- CIS tko Lu u z z CORPO ATE %\01o\\� SEAL 038607 ' -"/v -.. C I N E C5"' PRELIMINARY NOTFOR CONSTRUCTION 0i z 0 V) 5: Lu cl� 1"',_ z Lu 37 CL 0 Lu > Lu 0 Lu z o 0 C) al� C) 0 CL C) o 0 U z z 0 Ilcll� IE u Z 0 Lu CL o 0 Lu 17 ca z 0i z 0 V) 5: Lu cl� I 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 backfill. 3. All backfill material shall be suitable native material. 4. Backfill shall be tamped in 6" lifts. 5. Achieve 95% compaction in backfill. T, UNDISTURBED SOIL MINIMUM SIDE CLEARANCE REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS BASED ON TEST PRESSURE OF 200 P.S.I. 16" MAIN - I THRUST . ALL AREAS GIVEN IN SQUARE FEET. 0 IQ7 0 IQ7 0 0 & 103 0 4:�; 111Q c 611 BLOCKS REQUIRED. ,4 c, Ao, I 5.: r-4 Z �z ED Lij U Lij 0 U _j �� o 0 o 0 0 . _. . 4. STANDARD THRUST BLOCK Lq 2:0 CL 11 1/4 o 1,108 1 1 1 1 1 1 2 1 bo 22 1/2 o > 2,207 1 2 2 1 1 1 3 1 0 45 o U Z 4,328 2 3 3 1 1 2 5 1 V) goo LU 7,996 2 4 5 1 1 2 8 1 LU PLUG zn 5,655 2 3 4 1 1 2 6 1 DEPARTMENT OF PUBLIC UTILITIES 811 STANDARD THRUST BLOCK INSTALLATION FOR VALVES AND DEAD END MAINS DWG. NO. REVISIONS I DATE REVISIONS DATE W-8 Y.C.A. 14-12-90 D.W.C. 9-7-99 1 6-92 RRH 3-31-00 — 0 11 1/4 o 1,970 1 1 2 1 1 1 2 1 BACKFILL 22 1/2 o V) 0 3,922 1 2 3 1 1 1 4 1 Cal 0 45 o STEM EXTENSION MUST BE USED TO BRING TO 7,694 2 4 5 1 1 2 8 1 goo 14,215 4 8 9 2 2 4 15 2 U 0 PLUG 10,053 3 5 6 2 2 3 10 1 1211 U U 0 Z �z (-)0 0 cr-, z< 1: 0 LL T_ CL OT 3� - �-- 0 11 1/4 o _j C:) Lu C, 0 (-) 0 r�i Lu Lu 4,433 1 2 3 3 1 1 1 2 5 1 Lu LL ca ZO Lu z Z T-T-2-0 22 1/2 o 8,826 3 5 6 2 2 3 9 1 45o 17,312 5 9 11 3 3 5 18 2 goo 31,983 8 16 19 4 4 8 32 4 1 PLUG 1 22,619 6 12 14 3 1 3 6 1 23 3 1611 DEPARTMENT OF PUBLIC UTILITIES 11 1/4 o 7,881 2 4 5 1 1 2 8 1 22 1/2 o 15,691 4 8 10 2 2 4 16 2 z 45 o W-9 30,779 8 16 19 4 4 8 31 4 D go o 56,861 15 29 35 8 8 15 57 6 PLUG _F 40,213 10 21 25 5 5 10 41 5 REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90 TO THITTHRUST VECTOR. USE 6" - 90 BENE) VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR. DWG. NO. W- 10 LL CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES THRUST BLOCKING DESIGN QUANTITY TABLE REVISIONS TE�REVISIONS DATE �- �23 _99 LL 0 re, (D MAIN 16" MAIN - I THRUST . BLOCK REQUIRED, ON MAINS 1�7 GREATER THAN 16" - 2 THRUST ) Co 0� - C) Co C) U 17 4i BLOCKS REQUIRED. ,4 c, Ao, I 5.: r-4 Z �z ED Lij U Lij 0 U _j �� o 0 o 0 0 . _. . 4. STANDARD THRUST BLOCK Lq 2:0 CL �- V) LU 1,7 TOP VIEW 3000 PSI SOLID CONCRETE SHALL BE USED AS FOOTING FOR bo DUCTILE IRON PIPE. > VALVE 13:� LIS Lu 0 M.J. FITTING z 0 0 .4 EXIS ING U Z 4 0 < - i 5�: 1: 0� .4 MA N V) LU _j LU z LU TAMPED LO TAPPING SLEEVE CPO 0 SIDE VIEW NOTES: LU Ln zn BOLTS OR ENDS OF MECHANICAL Lq JOINT FITTINGS. CITY OF RALEIGH 2. SEE STANDARD REACTION BLOCK op 4P. CITY OF RALEIGH TABLES, W-10 AND W-1 I FOR DEPARTMENT OF PUBLIC UTILITIES Lu U STANDARD THRUST BLOCK INSTALLATION FOR VALVES AND DEAD END MAINS DWG. NO. REVISIONS I DATE REVISIONS DATE W-8 Y.C.A. 14-12-90 D.W.C. 9-7-99 1 6-92 RRH 3-31-00 MAIN 0 U) Lu 0 . TOP SECTION TO BE 1�7 z ) Co 0� - C) Co C) U 17 4i DOMESTIC ,4 c, Ao, I 5.: r-4 Z �z ED Lij U Lij 0 U _j �� o 0 o 0 0 . _. . 4. - U ,f 0 0 0 U OV) CL 0 2:0 CL �- _j 1,7 TOP VIEW 3000 PSI SOLID CONCRETE SHALL BE USED AS FOOTING FOR A 4 DUCTILE IRON PIPE. z VALVE Lu FLANGE M.J. FITTING BOX 0 0 .4 EXIS ING F 4 T_ Lu - 0 5�: 1: 0� .4 MA N 0 0 LU _j LU z LU TAMPED LO TAPPING SLEEVE CPO 0 SIDE VIEW NOTES: LU Ln rn BOLTS OR ENDS OF MECHANICAL CP JOINT FITTINGS. CITY OF RALEIGH 2. SEE STANDARD REACTION BLOCK op 4P. DEPARTMENT OF PUBLIC UTILITIES TABLES, W-10 AND W-1 I FOR Lu U 4" 24" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY DWG. NO. 'A 00 W- 14 3-1-87 D.W.C. 9-7-99 Y.C.A. 12-31-91 RRH 3-31-00 — 0 STAB-IN C.I. OR 7.' 0 00 A LL 0 0 T_ On U_ C) _j BACKFILL 0 V) 0 Lu 1) VALVE BOX NOT TO CONTACT WATER CP 0 Z LU cI _j 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 �-4 --L Cal 0 U STEM EXTENSION MUST BE USED TO BRING TO A DEPTH OF NO MORE THAN 5'. Ln Z 0 BOTTOM SECTION LBS. Z 4 _j as Lu CL A, U 0 co Lu CL ca 3`- (A (A U U 0 Z �z (-)0 0 cr-, z< 1: 0 LL T_ CL OT 3� - �-- 0 _j C:) Lu C, 0 (-) 0 r�i Lu Lu C:) rn z 0 0 z Lu LL ca ZO Lu z Z T-T-2-0 _j -il, .-j _j (A <00-jw ry, T Tzz <nnco ZLU U (A 11) Lu T_ cf� — Lu Lu Lu C� LI) < � (j C� 0 (A LU V) LL 0 i_ Lu Lu 0 z C� Lu Ln T_ 6 z L6 < Lu 0 z _j (-) 6 P U z _j C) Lu _j U LU Oiz Z_jzz<(F.-/)-MLL-<O Lu 0 5 Lu < _j P 0 0 W 0 _j Lu 00 00 z z Lu Z—. rn V: ui z LU LU co CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES z V) --- 0 _j N DWG. NO. REVISIONS DATE REVISIONS FDATE z z W-9 3-1-87 RRH 3-31-00 Lu z D.W.C. 1 9-7-99 1 z LU 1: D N < Z T_ CL z LU 0 CL U Lu 3� 0:� z LL 0 0 Lu LL 0 re, (D z < LU U) 0 < uu)) W LL Lu 02 T_ CL Z C) ED U W o CL 0� . >_ 0 L) C-4 01 C-4 — r, Ln 01 r- W '3� U) Z 0 U 0 -OJ 0 C-4 M C-4 Ic! r< CN� 0 D 0 < 0 T T_ CL z co — Lu _j o 0 Lu M T_ CE Z D U Z Lmu z LU < 0 T_ T co < LU U Lu Z 0 W C:> 13� — 1: ::) z U U z 0 Lu co _U Z 0 0 LU Lu ul V_ 0 0 z z < a� U Z/5 LL co T_ �U- 0 z U < W Lu N F�4 �O V 10 -4 0i Lu < T_ 1: U) U U) 0 U) n Lu Lu LU z 0 0� W z p� _j _j Lu Lu U z U) Lu U) 0 Lu z Lu U) U C� 4 CC, 0 T_ U 0 2 a� Lu CITY OF RALEIGH C:> z 0 T_ z DEPARTMENT OF PUBLIC UTILITIES U z Lu LU LU z T_ Lu U) STANDARD VERTICAL BEND DWG. NO. REVISIONS DATE REVISIONS DATE ABB 4-6-04 W- 12 MAIN GATE/TAPPING VALVE 1) r14 TOP SECTION TO BE 1�7 z ) Co 0� - C) Co C) U 17 4i DOMESTIC ,4 c, Ao, I 5.: r-4 Z �z ED Lij U Lij 0 U _j �� o 0 o :4- (0 @00 0 U - U ,f 0 0 0 U OV) CL 0 2:0 CL �- _j VALVE BOX TOP VIEW 3000 PSI SOLID CONCRETE SHALL BE USED AS FOOTING FOR A 4 DUCTILE IRON PIPE. z VALVE FLANGE M.J. FITTING BOX 0 0 .4 EXIS ING F 4 0 - 0 5�: 1: 0� .4 MA N 0 0 LU _j LU z LU TAMPED 0 C9 TAPPING SLEEVE CPO 0 SIDE VIEW NOTES: LU Ln BOLTS OR ENDS OF MECHANICAL CP JOINT FITTINGS. CITY OF RALEIGH 2. SEE STANDARD REACTION BLOCK op 4P. DEPARTMENT OF PUBLIC UTILITIES TABLES, W-10 AND W-1 I FOR AREA OF CONCRETE REQUIRED. 4" 24" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY DWG. NO. 'A 00 W- 14 3-1-87 D.W.C. 9-7-99 Y.C.A. 12-31-91 RRH 3-31-00 STAB-IN C.I. OR 7.' 0 00 A LL 0 0 D.I. PIPE GASKET BACKFILL 0 V) 0 z 1) VALVE BOX NOT TO CONTACT WATER CP 0 Z LU cI _j 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OR GREATER. Cal 0 U STEM EXTENSION MUST BE USED TO BRING TO A DEPTH OF NO MORE THAN 5'. Ln Z 0 BOTTOM SECTION LBS. o< 14 C> _j as U 0 co Lu (A U U 0 Z �z (-)0 0 cr-, z< 1: 0 LL T_ CL OT 3� - �-- _j C:) Lu C, 0 (-) 0 r�i Lu Lu POTABLE WATER CENTERLINE OF MAIN & MARKER R A L E PLASTIC H MARKER W A T E R 10 12" HOLE r'4 %�o FILLED WITH - r'4 CONCRETE REUSE WATER MAIN REUSE WATER CENTERLINE OF MAIN & MARKER R A L E H PLASTIC R E U MARKER E W A T E R TOP OF GRADE NOTES 1. POTABLE WATER MARKER TO BE BLUE IN COLOR. 2. POTABLE WATER MARKER TO BE LABELED "RALEIGH WATER". 3. REUSE WATER MARKER TO BE PURPLE IN COLOR. 4. REUSE WATER MARKER TO BE LABELED "RALEIGH REUSE WATER". 5. TO BE SPACED EVERY 300 FEET ON EACH SIDE OF ROADWAY OR TRENCH. 5. MARKERS TO BE ROUND AND 4" IN DIAMETER 12" HOLE FILLED WITH CONCRETE PROPERTY LINE MINIMUM 36" HORIZONTAL CLEARANCE FROM ANY OBJECT. FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED TOWARDS FIRE TRUCK ACCESS. TRAFFIC FLANGE BETWEEN 2" - 6" ABOVE GRADE ,�5' T-6" S�IEWALK CURB AND GUTTER z VALVE BOX I D COMPACTED BACKFILL (TAMPED IN 6" LIFTS) Zl/= 6" MIN. BRANCH PIPE PAVEMENT 'x\\\y'x\\\ 6" GATE VALVE CONC. SETTING SLAB 3/4" HOT DIPPED ki, — 0 L-1 I'-3"x I'-3"x 4" THICK GALVANIZED BRIDLE ROD MAY BE COUPLED 3000 P.S.I. CONCRETE ONCE. THRUST BLOCKING 7 CU. FT. CRUSHED \UNDISTURBED EARTH. NOTES: STONE MIN. 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA Cl 50-96. 3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. 4. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE INSTALLED NO MORE THAN I OFT FROM HYDRANT AND POURED IN CONCRETE. 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. CITY OF RALEIGH ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY OTHER WORK CHANGES THE GRADE OF DEPARTMENT OF PUBLIC UTILITIES THE FIRE HYDRANT, THE PERSON RESPONSIBLE FOR THE WORK IS RESPONSIBLE FORADJUSTING STANDARD FIRE HYDRANT THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. INSTALLATION DETAIL DWG. NO. REVISIONS DATE REVISIONS ABB 4-6-04 W-4 GATE/TAPPING VALVE 1) r14 TOP SECTION TO BE 1�7 z ) Co 0� - C) Co C) U 17 4i DOMESTIC ,4 c, Ao, I 5.: r-4 Z �z ED Lij U Lij 0 U _j �� o 0 o :4- (0 @00 0 U - U ,f 0 0 0 U OV) CL 0 2:0 CL �- _j VALVE BOX TOP VIEW 3000 PSI SOLID CONCRETE SHALL BE USED AS FOOTING FOR A 4 DUCTILE IRON PIPE. z VALVE FLANGE M.J. FITTING BOX 0 0 .4 EXIS ING F 4 0 - 0 5�: 1: 0� .4 MA N 0 0 LU _j LU z LU TAMPED 0 C9 TAPPING SLEEVE CPO 0 SIDE VIEW NOTES: LU Ln BOLTS OR ENDS OF MECHANICAL CP JOINT FITTINGS. CITY OF RALEIGH 2. SEE STANDARD REACTION BLOCK op 4P. DEPARTMENT OF PUBLIC UTILITIES TABLES, W-10 AND W-1 I FOR AREA OF CONCRETE REQUIRED. 4" 24" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY DWG. NO. 'A 00 W- 14 3-1-87 D.W.C. 9-7-99 Y.C.A. 12-31-91 RRH 3-31-00 STAB-IN C.I. OR 7.' 0 00 A LL 0 0 D.I. PIPE GASKET BACKFILL 0 V) 0 z 1) VALVE BOX NOT TO CONTACT WATER CP 0 Z LU cI _j 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OR GREATER. Cal 0 U STEM EXTENSION MUST BE USED TO BRING TO A DEPTH OF NO MORE THAN 5'. Ln Z 0 BOTTOM SECTION LBS. o< 14 C> _j as U 0 co Lu (A U U 0 Z �z (-)0 0 cr-, z< 1: 0 LL T_ CL OT 3� - �-- _j C:) Lu C, 0 (-) 0 r�i Lu Lu C:) rn z 0 z Lu LL ca ZO Lu z Z T-T-2-0 _j -il, .-j _j (A <00-jw T Tzz <nnco ZLU U (A 11) Lu T_ cf� — Lu Lu Lu C� LI) < � (j C� 0 (A LU V) i_ Lu Lu 0 z C� Lu Ln T_ 6 z L6 < Lu 0 z _j (-) 6 P U z _j C) Lu _j U LU Oiz Z_jzz<(F.-/)-MLL-<O Lu 0 5 Lu < _j P 0 0 W 0 _j Lu z OUU (A < Z—. rn V: ui LU LU CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD THRUST BLOCKING VIEWS --- N DWG. NO. REVISIONS DATE REVISIONS FDATE W-9 3-1-87 RRH 3-31-00 D.W.C. 1 9-7-99 1 POTABLE WATER CENTERLINE OF MAIN & MARKER R A L E PLASTIC H MARKER W A T E R 10 12" HOLE r'4 %�o FILLED WITH - r'4 CONCRETE REUSE WATER MAIN REUSE WATER CENTERLINE OF MAIN & MARKER R A L E H PLASTIC R E U MARKER E W A T E R TOP OF GRADE NOTES 1. POTABLE WATER MARKER TO BE BLUE IN COLOR. 2. POTABLE WATER MARKER TO BE LABELED "RALEIGH WATER". 3. REUSE WATER MARKER TO BE PURPLE IN COLOR. 4. REUSE WATER MARKER TO BE LABELED "RALEIGH REUSE WATER". 5. TO BE SPACED EVERY 300 FEET ON EACH SIDE OF ROADWAY OR TRENCH. 5. MARKERS TO BE ROUND AND 4" IN DIAMETER 12" HOLE FILLED WITH CONCRETE PROPERTY LINE MINIMUM 36" HORIZONTAL CLEARANCE FROM ANY OBJECT. FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED TOWARDS FIRE TRUCK ACCESS. TRAFFIC FLANGE BETWEEN 2" - 6" ABOVE GRADE ,�5' T-6" S�IEWALK CURB AND GUTTER z VALVE BOX I D COMPACTED BACKFILL (TAMPED IN 6" LIFTS) Zl/= 6" MIN. BRANCH PIPE PAVEMENT 'x\\\y'x\\\ 6" GATE VALVE CONC. SETTING SLAB 3/4" HOT DIPPED ki, — 0 L-1 I'-3"x I'-3"x 4" THICK GALVANIZED BRIDLE ROD MAY BE COUPLED 3000 P.S.I. CONCRETE ONCE. THRUST BLOCKING 7 CU. FT. CRUSHED \UNDISTURBED EARTH. NOTES: STONE MIN. 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA Cl 50-96. 3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. 4. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE INSTALLED NO MORE THAN I OFT FROM HYDRANT AND POURED IN CONCRETE. 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. CITY OF RALEIGH ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY OTHER WORK CHANGES THE GRADE OF DEPARTMENT OF PUBLIC UTILITIES THE FIRE HYDRANT, THE PERSON RESPONSIBLE FOR THE WORK IS RESPONSIBLE FORADJUSTING STANDARD FIRE HYDRANT THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. INSTALLATION DETAIL DWG. NO. REVISIONS DATE REVISIONS ABB 4-6-04 W-4 APPROVED METHOD FOR EXTENSION OF VALVE BOX gy:2.. �� 8Y4" 7Y8" 1 T. 7 Y8"-8 -L' 2 NOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALL VALVES. NO PRECAST CONCRETE DOUGHNUT ALLOWED. DATE CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY SEE STANDARD W- 18 FOR COVER DETAILS. 4 WATER MAIN STANDARD VALVE BOX GATE/TAPPING VALVE 1) r14 TOP SECTION TO BE 1�7 z ) Co 0� - C) Co C) U 17 4i DOMESTIC ,4 c, Ao, I 5.: r-4 Z �z ED Lij U Lij 0 U _j �� o 0 o :4- (0 @00 0 U - U ,f 0 0 0 U OV) CL 0 2:0 CL �- _j VALVE BOX TOP VIEW 3000 PSI SOLID CONCRETE SHALL BE USED AS FOOTING FOR .. q: DUCTILE IRON PIPE. z VALVE FLANGE M.J. FITTING BOX 0 0 .4 EXIS ING F 4 0 - 0 5�: 1: 0� .4 MA N 0 LU _j LU TAMPED TAPPING SLEEVE BACKFILL.-*.'., 0 SIDE VIEW NOTES: LU 1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL VALVE JOINT FITTINGS. CITY OF RALEIGH 2. SEE STANDARD REACTION BLOCK DEPARTMENT OF PUBLIC UTILITIES TABLES, W-10 AND W-1 I FOR AREA OF CONCRETE REQUIRED. 4" 24" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY DWG. NO. REVISIONS DATE REVISIONS DATE W- 14 3-1-87 D.W.C. 9-7-99 Y.C.A. 12-31-91 RRH 3-31-00 APPROVED METHOD FOR EXTENSION OF VALVE BOX gy:2.. �� 8Y4" 7Y8" 1 T. 7 Y8"-8 -L' 2 NOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALL VALVES. NO PRECAST CONCRETE DOUGHNUT ALLOWED. DATE CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY SEE STANDARD W- 18 FOR COVER DETAILS. 4 WATER MAIN STANDARD VALVE BOX 1) r14 TOP SECTION TO BE 1.24- z ) Co 0� - C) Co C) U 17 4i DOMESTIC 80 LBS. HEAVYWEIGHT LU 5.: r-4 Z �z ED Lij U Lij 0 U _j �� 1-- LU Lu 0 < 0 < Ly 0� 2: CASTING - U ,f 0 0 0 U OV) CL PAVEMENT 2:0 CL �- _j VALVE BOX . ... .. COVER .. q: z VALVE Q BOX 0 0 USE 5" SOIL PIPE F 0 0 U z FOR EXTENSIONS 1: 0� IE U 0 LU _j LU TAMPED < BACKFILL.-*.'., 0 zi 0 LU z VALVE WATER Z2 1 0 0 MLI STAB-IN C.I. OR TAMPED D.I. PIPE GASKET BACKFILL NOTES: 5 1/2"-5 5/8" 1) VALVE BOX NOT TO CONTACT WATER MAIN 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OR GREATER. 3) FOR ANY VALVES OVER 10' DEEP, A VALVE STEM EXTENSION MUST BE USED TO BRING TO A DEPTH OF NO MORE THAN 5'. STANDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 BOTTOM SECTION LBS. C44 U z 00 Ln %0 Cd GD U c4 Ln C� M 0 _j cy- E .. 5 E LL_ y .!= LL 4j a W) rn .=1 00 rn Cd W OR LU U z z CORPORATE Z SEAL J .......... C X-?C ES S I SEAL 038607 -`/V FP�REELIMINARY NOTFOR CONSTRUCTION1 0i z 0 Lu 0� 0 %�o C) 0 C) 1) r14 r-) 5-: V) Ln 013 * * )- 1: Vi z ) Co 0� - C) Co C) U 17 4i r14 � LU Z LU Z l— LU 5.: r-4 Z �z ED Lij U Lij 0 U _j �� 1-- LU Lu 0 < 0 < Ly 0� 2: E - U ,f 0 0 0 U OV) CL 2: V) 2:0 CL �- _j cl� LU U LU z Q Q 0 0 0 0 U z 0 1: 0� IE U 0 LU _j LU < 0 zi 0 LU z 0i z 0 Lu 0� 0 %�o C) 0 C) 1) r14 r-) 5-: V) Ln 013 * * )- 1: Vi 0 ) Co 0� - C) Co C) U 17 4i r14 � LU Z LU Z l— 4i 5.: r-4 Z �z ED Lij U Lij 0 U _j �� 1-- LU Lu 0 < 0 < Ly 0� 2: Lu U - U ,f 0 0 0 U OV) CL 2: V) 0 CAST DATE WAT EE R 77 1�7 (::j U�JA i�o D I L" �_ I,, _� 8 PLAN VIEW 16 5,, 3,, F6 Manufacturer MO/DAYNR Class 35 11-101101100LUIVNVA E ki I I_Ll, Note I - 'Water" Lettering must be I " Raised 4 (Recessed Flush) Note 2 - Valve Cover shall be domestically cast. Note 3 - Cover must have a minimum weight of 25 pounds. Note 4 - Cover must be class 35 or greater. Note 5 - Cover must meet or exceed 4 AASHTO H-20 load requirements. SECTION VIEW CARRIER PIPE 3/8" STEEL PLATE, TYP 3/8"x4" STEEL PLATE, TYP 9/8" A325 BOLT CASING PIPE 3/1 4 1 " RAID ON ALL CORNERS NOTE: 1) USE A MINIMUM OF TWO SPIDERS PER PIPEJOINT ONE FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES PIPE ALIGNMENT GUIDE DWG. N . REVISIONS I DATE REVISIONS DATE W-40 RRH 1 3-31-00 A.B.B. 14-16-04 Weight: 1,400 lbs. Typ Shape Doghouse Drop Handle- F.G. 24" A 0 BRASS CURB STOP ,11101112k 1. METER AS MANUFACTURED BY SENSUS OR NEPTUNE. 2. BACKFILL TAMPED IN 6" LIFTS. 3. REINFORCEMENT: #4 0 6" OCEW 4. CONCRETE: 4,000 PSI 0 28 DAYS 5. ALL RPZ BACKIFLOW PREVENTION DEVICES MUST BE INSTALLED PRIOR TO METER BEING SET. 6) ALL COPPER SETTERS ARE TO HAVE BALL TYPE SHUT OFF VALVE ON BOTH SIDES OF COPPER SETTER WITH HIGH IRIS BYPASS THAT IS MANUFACTURED BY FORD, MUELLER, OR AY McDONALD. (NO EXCEPTIONS) CB-SO-5 Cast Iron Frame And Cover Brought to Grade by Contractor 12" - TOP OF VALVE TO FINISH GRADE 4 811 2611 EADs 10" W X 12" H ID rDOGHOUSE 6- OF #67 STONE DIMENSION "A" 1X" METER 1 13 2" METER 1 17 Y4" --- aill- 419 3799 499-101-- Lifting Holes Typ 4X 499 off .... if 2 7 _FF 4" "X" BAR 3" MIN. CLEARANCE THRUST COLLAR UNDISTURBED SOIL -\ 00 00 0 100 00 0 0 0 0 oo -A, % F * -.4 "Y" BAR _/ 3" MIN. "B" CLEARANCE REINFORCING REQUIREMENTS I.D. PIPE REBAR SIZE Q� "X"BARWEIGHT "Y"BARLENGTH "Y" BAR WEIGHT NO. REQUIRED 6"-36" 0 Lu . Lu 2'-2"+ O.D. PIPE 1.043 LBS/FT 6" LU > X-24, Y- 12 48" & greater #6 T-0"+ O.D. PIPE 1.502 LBS/FT z CL 0 CL 1.9 UBS. EACH X-24, Y- 12 _j 0 LU 8 Lu > LU U Q Q 0 0 0 z F-4 0 0 U z CL M ('4 < 101� ECCENTRIC M.H. CONE MAY 0 Ina M i 1 BE USED ON 8", 10" AND IE = 0 V_ 0 12" SEWER MAINS. 0 0 > 0 z [P.. v, . U LL MANHOLE CONE AND BARREL SECTIONS SHALL BE AS PER ASTM. STANDARDS 4'-6' DIA. AS 0 Lu z U _j < Lu z V) Lu co Lu V) V) 0* so 0 Y V) z 4 Lu U U T_ P. U RUBBER BOOT C dDdG U LATERAL INVERT SHALL NOT 0 BE LOWER THAN MAIN SPRING- LINE. MANHOLE NEEDS TO BE b T ABOVE 100 YEAR FLOOD PLAIN d 6 OR SEALED AND VENT TO BE I' w :1, Lu ABOVE 100 YEAR FLOOD PLAIN. -X _L WHEN MANHOLE TOPS ARE IN U <,LL [Lz 91, EXCESS OF TABOVE GRADE. Lu OUTSIDE STEPS MUST BE SECTION A-A < Lu Lu = 10 Lu OP, Lu _j 0 z 0 �<L z z FRAME AND COVER SHALL BE LE z Ln 0 _j (A FINISHED GROUND SURFACE. Lu L,) �z 10 0� CL U =_� LL Q Lu MIN* 9" COMPACTED 1167 STONE z U Lu < z (A _j Lu Lu 10 �z U BASE TO BE INSTALLED z 0 (A CL z 0 !�: CL U) CL CL z T_ < IN NON-TRAFFIC AREAS, TOP OF 0 FRAME AND COVER SHALL BE INSTALLED AMIN. OF I'ABOVE FINISHED GROUND SURFACE. rn 10 V) u LU U �2 zz LL Lu Lu Lu 0� C) Q U E z ��5 �__ 0 X D U 0 .6 0 LL 11 0 0 co C4 z T Lu _j I C'4 C> rn 10 10 co z I z CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD BEDDING DETAILS FOR R.C. PIPES 0. REVISIONS DATE REVISIONS DATE S-1 3-1-87 RRH 3-30-00 D.W.0 6-23-99 ABB 2-16-05 --- aill- 419 3799 499-101-- Lifting Holes Typ 4X 499 off .... if 2 7 _FF 4" "X" BAR 3" MIN. CLEARANCE THRUST COLLAR UNDISTURBED SOIL -\ 00 00 0 100 00 0 0 0 0 oo -A, % F * -.4 "Y" BAR _/ 3" MIN. "B" CLEARANCE REINFORCING REQUIREMENTS I.D. PIPE REBAR SIZE "X" BAR LENGTH "X"BARWEIGHT "Y"BARLENGTH "Y" BAR WEIGHT NO. REQUIRED 6"-36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT 6" 1.1 UBS. EACH X-24, Y- 12 48" & greater #6 T-0"+ O.D. PIPE 1.502 LBS/FT 1'-3" 1.9 UBS. EACH X-24, Y- 12 _j LU 0 LU "X" BAR 3" MIN. CLEARANCE THRUST COLLAR UNDISTURBED SOIL -\ 00 00 0 100 00 0 0 0 0 oo -A, % F * -.4 "Y" BAR _/ 3" MIN. "B" CLEARANCE REINFORCING REQUIREMENTS I.D. PIPE REBAR SIZE "X" BAR LENGTH "X"BARWEIGHT "Y"BARLENGTH "Y" BAR WEIGHT NO. REQUIRED 6"-36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT 6" 1.1 UBS. EACH X-24, Y- 12 48" & greater #6 T-0"+ O.D. PIPE 1.502 LBS/FT 1'-3" 1.9 UBS. EACH X-24, Y- 12 THRI JrT CC)l I AR ANn THRI JrT rC.HFni JI F I.D. PIPE "All "B" "C-6"-16", 20"-24", 30"-36", 48" 6"-36" 1-4- I-J" 2" 3" 4" 48" & greater 1'-8" 1.-911 6" NOTES: 1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS. 2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. 4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3. 5. BACKFILL TAMPED IN 6" LIFTS PER STANDARD D ETAI L W-3. 6. THRUST COLLAR MUST BE FACTORY WELDED ON CITY OF RALEIGH BOTH SIDES ALONG BOTH EDGESOFCOLLAR AROUND CIRCUMFERENCE. DEPARTMENT OF PUBLIC UTIL CL FINISHED GRADE XA\ FINAL UNDISTURBED SOIL BACKFILL -.T-0". INITIAL BACKFILL V A. 6" #67 STO N E Po o MINIMUM SIDE WHEN ROCK IS F PIPE 6" CLEARANCE ENCOUNTERED 12" O.D. OF PIPE 12" MAXIMUM SIDE CLEARANCE NOTES: I - 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" lifts in traffic areas, 12" in non-traffic areas. 5. Achieve 80% compaction in non-traffic areas, and 95% compaction in traffic areas. 6. If in easement 4" topsoil, and CITY OF RALEIGH 12" clean select fill is required. DEPARTMENT OF PUBLIC UTILITIES 7. No boulders 8" in diameter or TRENCH BOTTOM DIMENSIONS & BACKFILLING greater allowed in final backfill. REQUIREMENTS FOR DUCTILE IRON AND REINFORCED CONCRETE PIPE. DWG. NO. REVISIONS DATE REVISIONS DATE 3-1-87 RRH 3-30-00 S-4 D.W.C. 9-3-99 CL FINISHED GRADE \KA\\\771 7 1 A FINAL BACKFILL UNDISTURBED SOIL 0 G LINE #67 STONE INITIAL BACKFILL P 0 0 o CO D 5o 0 HAUNCHING 00 - 0 0 01.1, PIPE GRADE 'oo 0 0 0 oo-oo o 1. o - o. o0o oo oo- - _Ot�2� BEDDING TAMP WELL UNDER MINIMUM SIDE BOTTOM HALF ------ 6" O.D. OF PIPE 6" CLEARANCE OF PIPE TYPICAL TRENCH BOTTOM DIMENSIONS FOR SDR 35 PVC GRAVITY PIPE NOTES: or trenc es requiring s oring an racing, imensions s a 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" lifts in traffic areas, 12" in non-traffic areas. CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY NEW MANHOLES USE AN APPROVED BITUMINOUS SEE C.O.R. STANDARD S-25 BASE SEALANT THAT SHALL BE APPLIED TO FOR MANHOLE FRAME AND COVER THE TOP OF THE CONE SECTION TO PROVIDE I A WATER TIGHT SEAL. iE C14 U z Go .L30 Ln 0) %0 Cd 10� rn 00 eq Ln CD rn ICA 00 M a% _j E a E U_ y .�= r- U_ Cd 00 r- Lu U z CORPORATE SEAL Z. \ 0XIX111 \\\\kyj CAI?0/1"/ SEAL 038607 GINE EP�RELIMINARY L' M' NOT FOR 0 ST ONSTRU c CTIONJ Illl- 1) �z [) r14 Ln r') 5.: UP5.: Z Vi 00 5.: Co 13� . z r14 C) Co C) U �7 � LU Z Z LU 5.: r-4 Z �z U T-C)" 24" MAX < Lu 5u 0� 1) 1) 1) U V) CL E CL 0 _j LU 0 LU z Q Q 0 0 F-4 0 0 U z 0 101� ECCENTRIC M.H. CONE MAY 0 Ina M i 1 BE USED ON 8", 10" AND IE 12" SEWER MAINS. 0 0 > 0 z [P.. v, . MANHOLE CONE AND BARREL SECTIONS SHALL BE AS PER ASTM. STANDARDS 4'-6' DIA. AS REQUIRED Lu _j < "0" RING SEAL OR RAM-NECK 4 P. U RUBBER BOOT LATERAL INVERT SHALL NOT BE LOWER THAN MAIN SPRING- LINE. MANHOLE NEEDS TO BE b ABOVE 100 YEAR FLOOD PLAIN d 6 OR SEALED AND VENT TO BE I' w :1, ABOVE 100 YEAR FLOOD PLAIN. -X _L WHEN MANHOLE TOPS ARE IN 91, EXCESS OF TABOVE GRADE. OUTSIDE STEPS MUST BE SECTION A-A PROVIDED. SEE STANDARD T S-28 FOR STEP DETAIL. IN NON TRAFFIC AREAS, TOP OF FRAME AND COVER SHALL BE INSTALLED AMIN. OF I'ABOVE FINISHED GROUND SURFACE. SEE SEWER DESIGN SECTION A MIN* 9" COMPACTED 1167 STONE BASE TO BE INSTALLED UNDER NEW MANHOLE. IN NON-TRAFFIC AREAS, TOP OF FRAME AND COVER SHALL BE INSTALLED AMIN. OF I'ABOVE FINISHED GROUND SURFACE. iE C14 U z Go .L30 Ln 0) %0 Cd 10� rn 00 eq Ln CD rn ICA 00 M a% _j E a E U_ y .�= r- U_ Cd 00 r- Lu U z CORPORATE SEAL Z. \ 0XIX111 \\\\kyj CAI?0/1"/ SEAL 038607 GINE EP�RELIMINARY L' M' NOT FOR 0 ST ONSTRU c CTIONJ 0i z 0 Lu 0� 0 (_9 %D Q (_9 C) Illl- 1) �z [) r14 Ln r') 5.: UP5.: Z Vi 00 5.: Co 13� . z r14 C) Co C) U �7 � LU Z Z LU 5.: r-4 Z �z U LU ED Lij Lij 0 U _j Lu V) Lu (j < Lu Lu U < Lu 5u 0� 1) 1) 1) U V) CL E CL 0 _j LU 0 LU z Q Q 0 0 0 0 U z 0 101� u 0 Ina M i 1 LU 0 IE 0 0 -.D 0 z 0i z 0 Lu 0� 0 (_9 %D Q (_9 C) 1) �z [) r14 Ln r') 5.: UP5.: Z Vi 00 5.: Co 13� . 0 r14 C) Co C) U �7 � LU Z Z LU 5.: r-4 Z �z U ED Lij Lij 0 U _j Lu V) Lu (j < Lu Lu U < Lu 5u 0� 1) 1) 1) U V) CL 2: , �2 LU i2c, LU 0 Q z R Z (J) 0 z R Q LU 1-- U L'i < W CL i z -j U LU 0 0 T- 0 0 o z z -j U U LL F 0 W W < < Z. > > z U W 0 1-- LL CL LU (J) z 0� z D CE D :� 1-- 0 En LU 7) z U) LU z 0 LU '3� LU 0 0 Ld co Z 0 0 (-) Fz g y z ca 0 1-- LU (-) -j U -j �0 z LU < L7U Z 0 L� < — < -j -J 0 W 0 0 T- 3 z 0 z LU (J) �L-u z W U) M LL 0 5 Lu (J) 11) T U 0 r, D 0 z z 0 < LU 0 U z 'W W z LU I.- -j T- LU U) I CL 0 — LU o LL 1-- (J) LL (J) Z -- r� ffi Ui 16 < VIC, > 4. 0 A SPACE 'DO 11 E IN US T-011 IQ 3000 P.S.I. CONCRETE TYP. ENCASEMENT A. DI AKI Ar)IHIZT ri HIZI-4 N EW ASH PHALT 2" ----------- 2" STANDARD MANHOLE SECTION STANDARD MANHOLE FRAME AND COVER 4 ' A�L. EXIST. A.B.C.. COMPACTED BACKFILL TOTAL CHIMNEY NOT TO EXCEED 12" PRECAST CONCRETE SPACER (DONUT RINGS) IN TRAFFIC AREAS ONLY. DONUT RINGS NOT ALLOWED IN EASEMENTS. CITY OF RALEIGH NOTE: CONCRETE COLLAR SHALL DEPARTMENT OF PUBLIC UTILITIES EXTEND 2" BELOW TOP OF PRECAST CONE STANDARD MANHOLE FRAME AND COVER DETAIL WITHIN PAVED SURFACES DWG.NO.j REVISIONS I DATE I REVISIONS I DATE S-29 1 13-1-87 1 RRH 13-30-OC I Y.C.A. 112-31-91 1 ABB 19-20-01 r'4 M r'4 3/4" x N 25 1/16" 23 11/16" BUTYL–NEK OR APPROVED SEALANT 7 1/2' 22" — BETWEEN FRAME AND COVER I 1# NOTESi 1) ALL MANHOLE FRAMES SHALL BE BE DOMESTICALLY CAST 2) FRAME SHALL BE A MINIMUM WEIGHT OF 182 LBS. WITHIN PUBLIC ROW AND 160 LBS, WITHIN EASEMENTS, 3) COVER SHALL WEIGH A MIN, OF 120 LBS, 4) ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACES SHALL BE BOLTED TO THE CONE SECTION OR RING WITH A MINIMUM OF 4 BOLTS PER XVN FRAME. I — -4.0019 F STANDARD 4" BRONZE CLEANOUT PLUG K N 1# 25 15/16" 33 1/4" 5/8"X3" LAGSHIELD IN HOLE DRILLED INTO CONE OR RING WITH ANCHOR SUNK TO DESIGN DEPTH, AND 5/8"X3" HOT DIPPED GALVANIZED LAG BOLT AND WASHER. CLEANOUT FERRULE WITH PLUG STYLES ACCEPTED: INVERTED NUT RAISED NUT PLAN SLIP RESI —7 STANT CLEATS 0 - 12" ELEVATION #3 OR #4 REBAR CORROSION RESISTANT MATERIAL RUBBER, PLASTIC SECTION A - A 5" i—\C] SIDE LU z z z LU 0 z LU 'y U5 < Co Z z LU ct� CL z U LU CL o CL LU 0 0 CL LU z T- LU LU LU U) < 3F LU 0 b T- 0 d U z CL CL z LU LU CL i>L LU 0 z U) U- LU z 0 z 0 z CL :3 U U Z LU U LU LU U) i2c, U) LU a� LU LU LU z CL 8�0 LU 0 z U- �z 0 U- U i:z X\ 0 LU 0 LU -- LU U) LU LU �2 �-- U- > U) FL CL Z .� z U- LU 0 LU u) u CL 4- 0 z LU 0 z LU LU z LU ca a� LU > 5 LU z LU ca SQ C) Q U5 LU D Z -'j 0 LU ca z Ld i� —'J z i LU 0 U > LU 0 C� 0 LU U -j Ly T :;� �; LU LU LU Co CL z z U) z CL < rn 1-- 3� 1 . Z :3 z z U) I: LU LU Z 1-- U) D ca z ca LU T- x LU LU 0 < CL C) T a� F�4 3� 20 LU CL U) r? .0 < Z 0 LU _j < Q Q 0� I 0� . ' Q 6 U) 0 Z Z 0 LU < -j Rp� -j LU J) LU T- U -j co < U) — C> z -U (D U) OLO 0 LU T- < Z LL LL LU T- < E-) 0 co LU -) LU LU z LU co Z U T LU > LU z 0 Ly z 7) 1 P D . I . Z Z LU 00 T- LU z 4t 0� LL — T- o �0 < z U Z T- > ruLU CL M LU LU -J 0 Z LL CL LU i LU -j LLi " 0 -j �; LU U Lij D T LL �0 0 LU U U 0 T- LU < z ca LIS 0 z LU LU z z LU CITY OF RALEIGH 0 U z DEPARTMENT OF PUBLIC UTILITIES 0 0 U 1-- 0� TYPICAL SANITARY SEWER z Uj z LATERAL CONNECTION > REVISIONS DATE REVISIONS DATE Y.C.A. 12-31-91 RRH 3-30-00 Y.C.A. 6-92 A.B.B. 4-8-04 CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY C14 U z Go .L30 In %0 10� rn 00 U Or In CD rn Q)Q +j 00 .S EA a. E . . 6 E U- y .!:: t3 r- U- en tw 06 rn 00 cr; r W LU U z CORPORATE SEAL C N I I I"0\ CAI? 'N'zov �-"SS16-- /V' - SEAL 038607 EP�RELIMINARY LM' NOT FOR 0 ST ONSTRU c CTIONJ r14 t> z z ISO C) U 17 4i r14 � LU Z Z LU 5.: r-4 Z �z U LU ED Lij Lij Q9 U -j Lu V) Lu (j < 4 < Lu 5u 0� 1) 1) 1) U V) CL 37 LUL (J) 0 LU z 0 LU (J) 0 Q 0 0 0 0 0 U Z V) 0 2: 0� - IE Q9 _j ;;� 0 Ina LU LU 4 -4 �7 zi 0 Z (J) 0 z R Q LU 1-- U L'i < W CL i z -j U LU 0 0 T- 0 0 o z z -j U U LL F 0 W W < < Z. > > z U W 0 1-- LL CL LU (J) z 0� z D CE D :� 1-- 0 En LU 7) z U) LU z 0 LU '3� LU 0 0 Ld co Z 0 0 (-) Fz g y z ca 0 1-- LU (-) -j U -j �0 z LU < L7U Z 0 L� < — < -j -J 0 W 0 0 T- 3 z 0 z LU (J) �L-u z W U) M LL 0 5 Lu (J) 11) T U 0 r, D 0 z z 0 < LU 0 U z 'W W z LU I.- -j T- LU U) I CL 0 — LU o LL 1-- (J) LL (J) Z -- r� ffi Ui 16 < VIC, > 4. 0 A SPACE 'DO 11 E IN US T-011 IQ 3000 P.S.I. CONCRETE TYP. ENCASEMENT A. DI AKI Ar)IHIZT ri HIZI-4 N EW ASH PHALT 2" ----------- 2" STANDARD MANHOLE SECTION STANDARD MANHOLE FRAME AND COVER 4 ' A�L. EXIST. A.B.C.. COMPACTED BACKFILL TOTAL CHIMNEY NOT TO EXCEED 12" PRECAST CONCRETE SPACER (DONUT RINGS) IN TRAFFIC AREAS ONLY. DONUT RINGS NOT ALLOWED IN EASEMENTS. CITY OF RALEIGH NOTE: CONCRETE COLLAR SHALL DEPARTMENT OF PUBLIC UTILITIES EXTEND 2" BELOW TOP OF PRECAST CONE STANDARD MANHOLE FRAME AND COVER DETAIL WITHIN PAVED SURFACES DWG.NO.j REVISIONS I DATE I REVISIONS I DATE S-29 1 13-1-87 1 RRH 13-30-OC I Y.C.A. 112-31-91 1 ABB 19-20-01 r'4 M r'4 3/4" x N 25 1/16" 23 11/16" BUTYL–NEK OR APPROVED SEALANT 7 1/2' 22" — BETWEEN FRAME AND COVER I 1# NOTESi 1) ALL MANHOLE FRAMES SHALL BE BE DOMESTICALLY CAST 2) FRAME SHALL BE A MINIMUM WEIGHT OF 182 LBS. WITHIN PUBLIC ROW AND 160 LBS, WITHIN EASEMENTS, 3) COVER SHALL WEIGH A MIN, OF 120 LBS, 4) ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACES SHALL BE BOLTED TO THE CONE SECTION OR RING WITH A MINIMUM OF 4 BOLTS PER XVN FRAME. 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Z :3 z z U) I: LU LU Z 1-- U) D ca z ca LU T- x LU LU 0 < CL C) T a� F�4 3� 20 LU CL U) r? .0 < Z 0 LU _j < Q Q 0� I 0� . ' Q 6 U) 0 Z Z 0 LU < -j Rp� -j LU J) LU T- U -j co < U) — C> z -U (D U) OLO 0 LU T- < Z LL LL LU T- < E-) 0 co LU -) LU LU z LU co Z U T LU > LU z 0 Ly z 7) 1 P D . I . Z Z LU 00 T- LU z 4t 0� LL — T- o �0 < z U Z T- > ruLU CL M LU LU -J 0 Z LL CL LU i LU -j LLi " 0 -j �; LU U Lij D T LL �0 0 LU U U 0 T- LU < z ca LIS 0 z LU LU z z LU CITY OF RALEIGH 0 U z DEPARTMENT OF PUBLIC UTILITIES 0 0 U 1-- 0� TYPICAL SANITARY SEWER z Uj z LATERAL CONNECTION > REVISIONS DATE REVISIONS DATE Y.C.A. 12-31-91 RRH 3-30-00 Y.C.A. 6-92 A.B.B. 4-8-04 CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY C14 U z Go .L30 In %0 10� rn 00 U Or In CD rn Q)Q +j 00 .S EA a. E . . 6 E U- y .!:: t3 r- U- en tw 06 rn 00 cr; r W LU U z CORPORATE SEAL C N I I I"0\ CAI? 'N'zov �-"SS16-- /V' - SEAL 038607 EP�RELIMINARY LM' NOT FOR 0 ST ONSTRU c CTIONJ 0i z 0 Lu 0� Q9 (-9 �D C) Q9 C) r14 rn Ln Vi z ISO C) U 17 4i r14 � LU Z Z LU 5.: r-4 Z �z U LU ED Lij Lij Q9 U -j Lu V) Lu (j < Lu Lu U < Lu 5u 0� 1) 1) 1) U V) CL 37 CL 0 LU 0 LU z Q Q 0 0 0 0 U Z V) 0 2: 0� - IE Q9 _j ;;� 0 Ina LU LU 0 zi 0 z 0i z 0 Lu 0� Q9 (-9 �D C) Q9 C) r14 rn Ln Vi 0 ISO C) U 17 4i r14 � LU Z Z LU 5.: r-4 Z �z U ED Lij Lij Q9 U -j Lu V) Lu (j < Lu Lu U < Lu 5u 0� 1) 1) 1) U V) CL 2: , � � ^� _ \L-L ---� � EX. DRAINAGE EASEMENT ---- X ------- X ------- X ---- EX. FENCE g ' '' -� �� / -------- 3T ------- �T -------- ��aToR�P|P� co ------ ST ------- OHU ------ E�OVERHEAD ELECTRIC ~~ Ln -------- SAN------- SAN-------- EX. SANITARY SEWER OD ---- ------ ------ ---- EX. 8|G MINOR CONTOUR rJ � ----- ------- ------- ----- EX. 8|G MAJOR CONTOUR c, � wq � � - -- -- -- -- -- -- ---- -- -- ---- - EX. SURVEY MINOR CONTOUR cn m� X o~ - �xauRv�v��xoRoowTouR c E � � � -- -- EX. ROW ^ �_ u- Ao FE PROP. ouRo INLET 1.0 cd PROP FIRE L_ PROP. STORM ��w�o�� EX. LIGHT POLE x� - �u z B( � UTILITY POLE LIGHT ^ ^ ex. UTILITY POLE ....... Ex FIRE HYDRANT | | | | | | , � L-j � [-'N CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY EM C14 U z Go .L30 Ln -2 %0 IQ , 9 00 U eq Ln CD rn 00 EA 9 a" E 0) L. L r- U- LW- 00 cr; LU U z CORPORATE SEAL \001XIIIII11"O/ //,, 0 SEAL 038607 GINE FP�RELIMINARY NOTFOR CONSTRUCTION1 z LU 37 CL 0 -i CL LU > 0 LU Q LU z Q 0 0 LU 0 0 U Z z 17 0 la� ('D I LU 0 -j 0 I LU 0 LL 0 z �Cza 0, z 0 Lu Q (-9 C) �z [) r14 L�n C) r14 C) Co C) U?R � LU Z LU r-4 Z �z ED Lij U Lu Lij (-9 U —j Lu (j < Lu Lu U < Lu 5U 1) 1) 1) U V) CL 2: , 40jell Q0111 4.01a 4.0101 275 i IM1111K.0111 275 275 EX. GRADE LWE OF S/GI�T PROP-GRADE r1ko-191 W40-111 IM-OR IM-0101 275 LEGEND: U (_9 %D 1 C) U (_9 C) 1. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, 1) �z [) r4 C) eq EX. DRAINAGE EASEMENT X - X - X EX. FENCE ST CID Ln ST EX. STORM PIPE OHU C1 OHU EX. OVERHEAD ELECTRIC SAN CA,& SAN EX. SANITARY SEWER CD r_ Cq EX. GIS MINOR CONTOUR 2 2 038607 C1% EX. GIS MAJOR CONTOUR 4S E a) a) EX. SURVEY MINOR CONTOUR d U_ JAJ EX. SURVEY MAJOR CONTOUR 5,467 sq.ft L-0 CID EX. ROW 00 rn, . a� PROP. FIRE HYDRANT _j r- LU EX. LIGHT POLE 2 1 8,292 sq.ft z EX. UTILITY POLE WITH LIGHT 0 EX. UTILITY POLE YK) EX. FIRE HYDRANT Co U (_9 %D 1 C) U (_9 C) 1. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, 1) �z [) r4 C) eq CORIPO A U 7 5.: Co 13� U S! 4i o6 z SEAL J OF PUBLIC STREET, PRIVATE STREET OR DRIVEWAY CONTAINED EITHER ON THE PROPERTY OR ON AN ADJOINING PROPERTY. CID Ln IT'S THE LAW! ED Cd 0 U Lu Lu C1 co IMWO r4 Ln CA,& C� r" 0/v V CD r_ Cq SEAL 2 2 038607 C1% _j 4S E a) a) U A:: d U_ JAJ Ap op 5,467 sq.ft L-0 CID 00 rn, . a� tko _j r- LU U 2 1 8,292 sq.ft z SIGHT DISTANCE.NOTES- U (_9 %D 1 C) U (_9 C) 1. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, 1) �z [) r4 C) BERMING, PARKED VEHICLES OR SIGN BETWEEN THE HEIGHTS OF TWENTY-FOUR (24) CORIPO A INCHES AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION, OR THE NEAREST 7 5.: Co 13� U S! 4i o6 TRAVELED WAY IF NO CURBING EXISTS, SHALL BE PLACED WITHIN A SIGHT TRIANGLE SEAL J OF PUBLIC STREET, PRIVATE STREET OR DRIVEWAY CONTAINED EITHER ON THE PROPERTY OR ON AN ADJOINING PROPERTY. r�4 Z �z 5.: U IT'S THE LAW! 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C) PROP. 24" STOP BAR 0 LU MARKINGS TO FOLLOW RALEIGH STANDARDS 6,681 sq.ft/ TRANSPORTATION SERVICE Ogj �A '11� /I PUBLIC UTILITIES 0 z ca S\ 2 STORMWATER -TVA S_TpjE vg'O? PLANNING F'ROP, Nog.TFNSION S_Tp'EE-T EX 10 1.11 2 FIRE _4� U (_9 %D 1 C) U (_9 C) 1) �z [) r4 C) aw rn 5-: UP5.: z - LO C) BEFORE YOU DIG! 7 5.: Co 13� U S! 4i o6 CALL 1-800-632-4949 � Lu Z Lu 4i N.C. ONE-CALL CENTER r�4 Z �z 5.: U IT'S THE LAW! ED Cd 0 U Lu Lu w < < Lu (j 6' Lu U 5u 0� 1E 1) 1) 1) U V) CL V) -2 vo- 2 2 rn 5,467 sq.ft rn, I 2 1 8,292 sq.ft I 0 5,749 sq.ft URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. z 15, of 15, 30' 60' V) z 0 Ln Lu 0� U (_9 %D 1 C) U (_9 C) 1) �z [) r4 C) aw rn 5-: UP5.: z - LO C) BEFORE YOU DIG! 7 5.: Co 13� U S! 4i o6 CALL 1-800-632-4949 � Lu Z Lu 4i N.C. ONE-CALL CENTER r�4 Z �z 5.: U IT'S THE LAW! 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SEAL J OF PUBLIC STREET, PRIVATE STREET OR DRIVEWAY CONTAINED EITHER ON THE PROPERTY OR ON AN ADJOINING PROPERTY. 00 Ln IT'S THE LAW! %0 U OD IM"O r4 Ln it C� M ci IV (A C 4910 Cq SEAL 038607 CAI — C1% _j 4S E U 280 U_ Ap Do OD X Cd tko LU U z SIGHT DISTANCE NOTES- SIG* \;*4ww C) U (3 C) 290 1 NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, 1) �z [) C'4 BERMING, PARKED VEHICLES OR SIGN BETWEEN THE HEIGHTS OF TWENTY-FOUR (24) z : CORPORATE INCHES AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION, OR THE NEAREST 7 5.: M 0� '.0 C) Co C) U S1 4i 00 TRAVELED WAY IF NO CURBING EXISTS, SHALL BE PLACED WITHIN A SIGHT TRIANGLE *. SEAL J OF PUBLIC STREET, PRIVATE STREET OR DRIVEWAY CONTAINED EITHER ON THE PROPERTY OR ON AN ADJOINING PROPERTY. :� IT'S THE LAW! Cd 0 U Lu w < (j 6' Lu <Lu 2:5uo� U IM"O 285 CARO SEAL 038607 GINE 280 275 270 FP�REELIMINARY NOTFOR CONSTRUCTION1 z U� 0) C%4 0 11- C14 C14 LO C14 C14 LO 11- LO 11- 00 LU ,4: T7 . 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TRANSPORTATION SERVICE IE I I C13 1 O'X 70'SIGHT TRIANGLE TYP. 0 HT LINE EDMUND STREET RIGHT PUBLIC UTILITIES 0 z PRO ORT TATE STORMWATER STREET EXTENSJON - 7j, PLANNING Ee-f PROP. 24" STOP BAR S-TR 1111�� !_ 0 _1 RAAPI<1K1r,.q TO P01 I 01A/ PAI Pir,H qTAr\inApn.q Q FIRE 0 0 URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. cli z 0 Lu 0� U (3 %D \;*4ww C) U (3 C) 1) �z [) C'4 rn 5.: UP5.: 1: Ln C) BEFORE YOU DIG! 7 5.: M 0� '.0 C) Co C) U S1 4i 00 CALL 1-800-632-4949 r14 � LU Z LU N.C. ONE-CALL CENTER r�4 Z �z U Lu IT'S THE LAW! Cd 0 U Lu w < (j 6' Lu <Lu 2:5uo� U 2: 1) U V) CL V) 29,1 291 \ 101, 281 711 271 \ � (6,1 4: It 0 Nt . 0 't co . 000 00 00 . N LO 00 . I- It C') 0000 C'i 00 06 00 0000 00,6 1*- OC) [ I 6 00,6 P I,- r*- N N N N N 04 N N N C.4 N N [11101111111, U+5U =1111 1+5U U21111 rAiMej 295 290 285 1%x 275 270 265 MIR 290 285 N�A 275 270 265 I OF SIGVA-T LINE EX GRADE LO . 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Q CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICE PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. FP�REELIMINARY NOTFOR CONSTRUCTION1 0i z 0 V) Lu 0� C) rn 5.: Ln BEFORE YOU DIG! fn 4i CALL 1-800-632-4949 C) C) U - LU Z LU 5.: -_ �_ 4i 00 N.C. ONE-CALL CENTER r�4 Z �z U IT'S THE LAW! Cd 0 U Lu of 15, 30' 60' < Lu 6' Lu < Lu 2: 5u 0� 2: 1) 1) 1) U V) d- V) U z LU E CL 0 _j LU 0 LU z Q Q C) 0 Z 0ou Z J CL 0110� IE 3f 0 LU U 0 ED _j I Z < Ina 0 C) LU 0 1: z 0i z 0 V) Lu 0� C) rn 5.: Ln BEFORE YOU DIG! fn 4i CALL 1-800-632-4949 C) C) U - LU Z LU 5.: -_ �_ 4i 00 N.C. ONE-CALL CENTER r�4 Z �z U IT'S THE LAW! Cd 0 U Lu of 15, 30' 60' < Lu 6' Lu < Lu 2: 5u 0� 2: 1) 1) 1) U V) d- V) U