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Home My WebLink About2024.09.19_HL Miller Park Greenway Final PlansA 1 A 1 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ P r oj \ P la n S he e t s \ H L Mil l e r P a r k _ r d y _ ts h .d g n 9 / 18 / 2 0 2 4 PROJECT REFERENCE NO.SHEET NO. 1 TR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA 011311070 SP-24-01 GREENWAY H.L. MILLER PARK PREPARED IN THE OFFICE OF: GRAPHIC SCALE PLANS PROFILE (HORIZONTAL) PROFILE (VERTICAL) 0 0 0 40 40 20 20 C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 INDEX OF SHEETS SHEET NO.DESCRIPTION 42 VICINITY MAP NTS 100% PLANS EXISTING CONDITIONS PLAN SHEET TITLE SHEET1 PROJECT END PROJECT BEGIN S W HITE S T ELM AVE W AI T AV E E J UNI PER AV E N MAIN S T S FR AN K LIN S T S MAIN S T DURHAM RD STA DI U M D R NORTHWEST CORNER OF S TAYLOR ST AND E JONES AVE INTERSECTION ELM AVE AND S FRANKLIN ST INTERSECTION TO EXISTING SIDEWALK ON GREENWAY FROM EXISTING MULTI-USE PATH AT NORTHWEST CORNER OF ELM AVE S F R AN K LIN S T S TAY LOR S T EX-1 -Y 1 - - Y2 - -Y 3 - - L - - L - - Y1- PROFILE SHEET ALIGNMENT SHEET ST-01 TO ST-21 STREAM RESTORATION PLAN FALCON ENGINEERING, INC GEOTECHNICAL INVESTIGATIONS BY: MCKIM & CREED SUE LEVEL "B" BY: MCKIM & CREED SURVEYS PROVIDED BY: C-1 A-1 C-2 2 CONVENTIONAL SYMBOLS C-1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -C1- CD-1 to CD-6 3D-1 EROSION CONTROL PLANS AND DETAILS PAVEMENT MARKING AND SIGNING PLANS TMP-1 TO TMP-2 TRAFFIC CONTROL PLANS CROSS SECTIONSX-1 TO X-13 PEDESTRIAN BRIDGE/BOARDWALK PLANS SD-1 TO SD-2 SPECIAL SIGN DESIGN PLANS PS-1 TO PS-2 EC-1 TO EC-9 DRAINAGE SUMMARY SHEET S-1 TO S-13 TYPICAL SECTIONS, CONSTRUCTION DETAILS, EARTHWORK SUMMARY OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PLANNING NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION SITE PERMITTING APPROVAL WATER AND SEWER PERMITS (IF APPLICABLE) CITY OF RALEIGH DEVELOPMENT APPROVAL PUBLIC WORKS / ENGINEERING FOREST. SHALL BE SO INSTALLED UNLESS A CHANGE IS APPROVED BY THE TOWN OF WAKE THESE FACILITES HAVE BEEN APPROVED BY THE TOWN OF WAKE FOREST AND ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY TOWN STANDARDS. ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS, AND HANDICAP RAMPS STATE, AND LOCAL STANDARDS AND/OR CONDITIONS. AND ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH ALL FEDERAL, TOWN OF WAKE FOREST IN NO WAY LIMITS THE RESPONSIBILITY OF THE OWNER EXECUTION OF THIS CONSTRUCTION PLAN BY THE REVIEW ENGINEER FOR THE HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT N/A PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT N/A PROJECT HALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER N A D 8 3 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 12 / 2 / 2 0 1 6 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ t s h.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311070Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N A N LAIL OI N OCRA MA NOT TO SCALE Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Equality Symbol Pavement Removal Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access C F Existing Easement Line HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal U/G Telephone Cable Hand Hole R } T p Q l ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower WATER: Water Manhole Water Meter Water Valve Water Hydrant 4 I H a TV: TV Pedestal TV Tower U/G TV Cable Hand Hole | I ] GAS: Gas Valve Gas Meter n c SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box ? CONC CONC WW v v Drainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW *S.U.E. = Subsurface Utility Engineering WLB EIPBECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland TUE DUE AUE CRProposed Curb Ramp CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring C A HPBExisting Historic Property Boundary U/G Power Line LOS B (S.U.E.*) U/G Power Line LOS C (S.U.E.*) U/G Power Line LOS D (S.U.E.*) P U/G Telephone Cable LOS B (S.U.E.*) U/G Telephone Cable LOS C (S.U.E.*) U/G Telephone Cable LOS D (S.U.E.*) T U/G Telephone Conduit LOS B (S.U.E.*) U/G Telephone Conduit LOS C (S.U.E.*) U/G Telephone Conduit LOS D (S.U.E.*) TC U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Fiber Optics Cable LOS C (S.U.E.*) U/G Fiber Optics Cable LOS D (S.U.E.*) T FO U/G Water Line LOS B (S.U.E*) U/G Water Line LOS C (S.U.E*) U/G Water Line LOS D (S.U.E*) W U/G TV Cable LOS B (S.U.E.*) U/G TV Cable LOS C (S.U.E.*) U/G TV Cable LOS D (S.U.E.*) TV U/G Fiber Optic Cable LOS B (S.U.E.*) U/G Fiber Optic Cable LOS C (S.U.E.*) U/G Fiber Optic Cable LOS D (S.U.E.*) TV FO U/G Gas Line LOS B (S.U.E.*) U/G Gas Line LOS C (S.U.E.*) U/G Gas Line LOS D (S.U.E.*) G SS Forced Main Line LOS B (S.U.E.*) SS Forced Main Line LOS C (S.U.E.*) SS Forced Main Line LOS D (S.U.E.*) FSS Utility Unknown U/G Line LOS B (S.U.E.*) U/G Test Hole LOS A (S.U.E.*) STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS Note: Not to Scale UST Contaminated Site: Known or Potential Known Contamination Area: Soil Potential Contamination Area: Soil Known Contamination Area: Water Potential Contamination Area: Water Primary Horiz Control Point Primary Horiz and Vert Control Point Secondary Horiz and Vert Control Point Exist Permanent Easment Pin and Cap New Permanent Easement Pin and Cap Vertical Benchmark New Right of Way Line Concrete or Granite R/W Marker New Right of Way Line with Concrete C/A Marker New Control of Access Line with New Control of Access New Temporary Construction Easement New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: New Right of Way Line with Pin and Cap PENew Greenway and Utility Easement CONVENTIONAL SHEET SYMBOLS 2 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". A B FT. FT. FT.%CY CY CY EACH E F G CY CY CY G . D . I . T Y P E " B " S T D . 8 4 0 . 1 8 O R S T D . 8 4 0 . 2 7 C O N C R E T E B R I D G E A P P R O A C H D . I . S T D . 8 4 0 . 1 3 GRATE TYPE G . D . I . ( N . S . F L A T ) F R A M E W / 2 G R A T E S S T D . 8 4 0 . 2 9 G . D . I . ( W . S . S A G ) F R A M E W / 2 G R A T E S S T D . 8 4 0 . 2 2 MA S O N R Y DR A I N A G E S T R U C T U R E EN D W A L L S ST D . 8 3 8 . 0 1 O R S T D . 8 3 8 . 1 1 (U N L E S S N O T E D O T H E R W I S E ) 0' T H R U 5 ' 5' T H R U 1 0 ' G . D . I . ( W . S . F L A T ) F R A M E W / 2 G R A T E S S T D . 8 4 0 . 2 0 G . D . I . ( N . S . S A G ) F R A M E W / G R A T E S T D . 8 4 0 . 2 4 G . D . I . ( N . S . F L A T ) F R A M E W / G R A T E S T D . 8 4 0 . 2 9 G . D . I . ( W . S . S A G ) F R A M E W / G R A T E S T D . 8 4 0 . 2 2 T . B . J . B . S T D . 8 4 0 . 3 4 M . H . F R A M E A N D C O V E R S T D . 8 4 0 . 5 4 T E M P S T E E L P L A T E C O V E R M A S O N R Y D R A I N A G E C O N V E R T E X I S T I N G D . I . T O J . B . C O N V E R T E X I S T I N G J . B . T O D . I . B E R M D I T C H O U T L E T S T D . 8 5 0 . 1 0 ( P E R E A C H ) S P R I N G B O X S T D . 8 4 0 . 4 1 T . B . D . I . F O R S T E E L G R A T E S S T D . 8 4 0 . 3 6 FRAME, GRATES, AND HOOD STD. 840.03 3D-111311070 RE I N F O R C E D E N D W A L L S G.D.I. D.I. M.H. W.S. T.B.D.I. H.D.P.E. T.B.J.B. REMARKS C.S. LL 9 2 0 9 5 E N E R G Y D I S S I P A T I O N B A S I N J.B. R.C. P I P E R E M O V A L A D J U S T D . I . A D J U S T C . B . C O N C R E T E A N D B R I C K P I P E P L U G S T D . 8 4 0 . 7 1 1 8 " C . S . E L B O W 36 303012 24 10 ' A N D AB O V E D . I . S T D . 8 4 0 . 1 4 O R S T D . 8 4 0 . 1 5 S T E E L F R A M E W I T H T W O G R A T E S S T D . 8 4 0 . 3 7 G . D . I . ( N . S . S A G ) F R A M E W / 2 G R A T E S S T D . 8 4 0 . 2 4 G . D . I . T Y P E " D " S T D . 8 4 0 . 1 9 O R S T D . 8 4 0 . 2 8 G . D . I . ( W . S . F L A T ) F R A M E W I T H G R A T E S T D . 8 4 0 . 2 0 C . B . S T D . 8 5 2 . 0 5 48 C.A.A. ABBREVIATIONS P.V.C. C O N V E R T E X I S T I N G C . B . T O J . B . C O N V E R T E X I S T I N G C . B . T O D . I . M O D I F I E D C O N C . F L U M E F L O W A B L E F I L L N.S. C.B. P R E F O R M E D S C O U R H O L E ( P E R E A C H ) 2 4 " C . S . E L B O W C O N C R E T E C O L L A R S C L . " B " S T D . 8 4 0 . 7 2 3 6 " C . S . E L B O W 3 0 " C . S . E L B O W 4215 C. B . S T D . 8 4 0 . 0 1 O R S T D . 8 4 0 . 0 2 O P E N T H R O A T C . B . S T D . 8 4 0 . 0 4 O R S T D . 8 4 0 . 0 5 CO N C R E T E TR A N S I T I O N A L SE C T I O N D . I . F R A M E A N D G R A T E S S T D . 8 4 0 . 1 6 D . I . S T D . 8 5 2 . 0 4 O R S T D . 8 5 2 . 0 6 QUANTITIES FOR DRAINAGE STRUCTURES THICKNESS OR GAUGE MI N I M U M R E Q U I R E D S L O P E OF F S E T ST R U C T U R E N U M B E R F R O M T O 12 LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER) 48 LINE & STATION SIZE I N V E R T E L E V A T I O N T O P E L E V A T I O N I N V E R T E L E V A T I O N R. C. PIPE CLASS IV 3615 1842 1 5 " C . S . E L B O W D R I V E W A Y D . I . S T D . 8 4 0 . 3 0 A N G L E D V A N E G R A T E S A N D F R A M E S S T D . 8 4 0 . 3 3 T . B . D . I . S T D . 8 4 0 . 3 5 B E R M D I T C H O U T L E T S T D . 8 5 0 . 1 1 ( P E R E A C H ) 18 24 G . D . I . T Y P E " A " S T D . 8 4 0 . 1 7 O R S T D . 8 4 0 . 2 6 NOTE: TOTAL LIN. FT. FOR PAY QUANTITY SHALL BE A + (1.3 X B) R. C. PIPE CLASS III F R A M E W / G R A T E F O R D R I V E W A Y S T D . 8 4 0 . 3 0 J . B . S T D . 8 4 0 . 3 1 O R S T D . 8 4 0 . 3 2 M . H . S T D . 8 4 0 . 5 1 , S T D . 8 4 0 . 5 2 , O R S T D . 8 4 0 . 5 3 COMPUTED BY: CHECKED BY: GAC DATE: DATE:DLH 9/18/2024 9/18/2024 SHEET TOTALS PROJECT TOTALS Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 72 " CON C 60" PAVED 60" CONC 60" PAVED R I P R A P S S S S S R IP R A PVAR. PAVED VA R . S T O N E WAL L WA L L B L O C K VA R . S LSA L S A LS A TOWN OF WAKE FOREST BM 2008 PG 1340 DB 2471 PG 481 TOWN OF WAKE FOREST BM 2008 PG 1340 DB 3049 PG 626 CHURCH INC. CORNERSTONE BAPTIST DB 7413 PG 246 MEMBERSHIP CORPORATION WAKE ELECTRIC DB 1868 PG 25 E IP E IP E IP E IP E IP E IP E IP E IP R IP R A P R IP R A P R IP R AP VA R . P AVED VAR. PAVEDS S H H S 15" DIP 15" DIP IN V = 3 4 4 . 5 1 ' 18 " R C P 18 " RC P 18 " RC P C B C B C B C B C B C B C B C B C B HH HH HH HH H H H H H H HH H H H H HH H H HH HH HH HHHHHH H H HH HH HH HH H H TT HH H H S S H H H H T S 1 8 " R C P IN V =3 4 8 .7 7 ' IN V = 3 4 8 .5 6 '24" RCP 18" RCP R C P 3 0 " CPP 6 " C P P 6 " DIR . O N L Y 18 " R C P D I R. O N L Y 2 4 " R C P RC P 18 " HH H H W/ F E S 1 8 " R C P 15" DIP DIR. O NLY18" R CP Y I DI C B C B C B C B RC P 18 " C B CB 15 " DIP 18" RCP 24 " RCP 12" RC P 24 " RC P CUL1 CUL2 CE1 CUL3CUL4CE2 CUL1 CUL2CE1 CUL3 CUL4 CE2 HW HW CULVERT #2 C O N C. CONC. G R A V E L GRAVEL CON C. CON C. CON C. GRAVEL PAVED P AV E D PAVED PAVED R A P R IP R AP R IP R IP R A P R A P R IP WW WW R AP R IP D IP 6 " R AP R IP BR ICK WW WW RWMON P A V E D V A R. L S A L S A L S A L SA L SA BRICK B R I C K BRICK BRICK BR IC K BR ICK R IP R A P PAVED VAR. R C P 18 " H H HH H H HH HH HH HH H H HH H H FOOTBRIDGEWOOD F O O T B R IDG E WO O D F O O T B R ID G E WO O D CONC. C B C B C B C B C B W/ F E S VAR. WOOD WALL RAP RIP CON C . CON C. LSA S 7 8 °17 '12 " E 10 6 .83 ' N 16 °32'05 " E 424 .89' N 46°46'32" E45.33'S 13°43'28" E 52.57' S 78 °0 8 '46 " E 16 9 .0 5 ' S 04°26'37" W 332.10' S 6 4 °48 '3 0 " E 96 .11' C ON C. 72 " CONC . 72" CONC. 72" CONC. 72" C O N C. 10 ' CON C. 10 ' CON C. 10' C ON C. CON C. 60 " CON C. 60 " CON C. 72 " CHL W / 3SBW 6 0 " CHL 48 " M TL CULVERT #1 3 0 " C&G 3 0 " C&G 30" C&G 30" C&G 30" C&G 30 " C&G 24" C&G 24 " C& G 24" C&G 30 " C& G 30 " C&G 30" C&G 30 " C&G 30 " C&G S TAY LO R S T VAR PAV E D ROADW A Y S FRANKLIN ST 18' PAVED ROADWAY E L M AV E VA R P AV E D R OA D WAY PO L IC E D EPA R TM EN T 1 ST O R Y A TM B M 2 0 0 8 P G 13 4 0 U T ILIT Y EA S EMENT 2 0 ' C IT Y OF R ALE IGH P UBL IC BM 2008 PG 1340 UTILITY EASEMENT RALEIGH PUBLIC 30' CITY OF DB 6 4 2 0 P G 4 2 3 A CC E S S EA S E ME NT V A R IAB L E WIDT H DB 12 9 7 9 P G 17 8 4 T E L E P HO N E EA S E ME NT V A R IA B LE WIDT H E MB AR Q CON C . DIR. ON LY 4" PVC D IR . O N L Y 8 " P V C V AR. PA VED 24" C&G ELECTRIC BETWEEN TOWF AND WAKE PROPOSED PROPERTY LINE ELECTRIC BETWEEN TOWF AND WAKE EXISTING PROPERTY LINE EASEMENT CONSTRUCTION TEMPORARY EASEMENT CONSTRUCTION TEMPORARY 12 / 2 / 2 0 1 6 9 / 18 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ p s h_ 4 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311070Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: 4020 C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 0 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING PLAN SHEET CONSTRUCTION NOTES 1 2 SIDEWALK TIE PROPOSED GREENWAY TO EXISTING PATH TIE PROPOSED GREENWAY TO EXISTING C-1 3 4 ADJUST SANITARY MANHOLE TO EXISTING TIE PROPOSED CURB AND GUTTER 5 REMOVE BENCH 6 7 REMOVE SWING 8 REMOVE TABLE 9 REMOVE TRASH CAN REMOVE DOG WASTE BIN RETAIN SIDEWALK AND CURB RAMP10 REMOVE EXISTING PAVEMENT SEE SHEET PS-2 FOR HARDSCAPE AMENITIES SEE SHEET C-2 FOR PROFILES Flatter2:1 or D 2: 1 ( Not to Scale) SPECIAL 'V' DITCH FROM -Y1- STA. 13+00 TO STA 14+50 FROM -Y1- STA. 11+25 TO STA. 12+50 DETAIL 1 Min. D=0.5 Ft. Ground Natural Slope Ditch Front 3:1 3: 1 D ( Not to Scale) STANDARD BASE DITCH B d AT -L- STA 19+50 DETAIL 2 Ground Natural Ground Natural Geotextile B=2 Ft. d=1 Ft. Min. D=1 Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL-B Rip-Rap, Keyed-InRETAIN0404 REMOVE 0408 SEE DETAIL 1 SPECIAL 'V' DITCH 0402 2GI OF EXISTING 18" OUTFALL FIELD LOCATION AND INVERT CONTRACTOR TO VERIFY IN JB w/ MH 0401 0403 0407 2GI 0406 SEE DETAIL 1 SPECIAL 'V' DITCH SEE DETAIL 2 EST. 21 CY DDE EST. 67 SY GFD EST. 25 TONS CL. B RIP-RAP GRADE AT 6.4% FOR 74 LF STANDARD BASE DITCH EST. 47 SY GFD EST 17 TONS CL. B RIP-RAP STABILIZATION EST. 7 SY GFD EST 2 TONS CL. B RIP-RAP STABILIZATION EST. 16 SY GFD EST 5 TONS CL. B RIP-RAP STABILIZATION RET AIN RET AIN RET AIN 18" RCP-IV 18" RCP-IV 1 8 " R C P - I V 18" RCP-IV 18" RCP-IV 18 " RC P- I V EST. 21 SY GFD EST 7 TONS CL. B RIP-RAP STABILIZATION EST. 67 SY GFD EST 42 TONS CL. I RIP-RAP STABILIZATION EST.44 SY GFD EST 25 TONS CL. I RIP-RAP STABILIZATION EST. 57 SY GFD EST 20 TONS CL. B RIP-RAP STABILIZATION EST. 56 SY GFD EST 20 TONS CL. B RIP-RAP STABILIZATION 2GI DRAIN TO GRADE O SYSTEM RETAIN EXIST SYSTEM RETAIN EXIST SYSTEM RETAIN EXIST SYSTEM RETAIN EXIST SYSTEM RETAIN EXIST SYSTEM RETAIN EXIST SYSTEM RETAIN EXIST SYSTEM RETAIN EXIST 0405 EST. 11 SY GFD EST 6 TONS CL. B RIP-RAP STABILIZATION ADJUST DI RETAIN RE T A I N RETAIN RETAIN RETAIN 1 1 -L- -L--L- -L- -Y2- - Y1- - Y3- 20+00 2 3 3 3 Sta. 14+60.00 to 15+20.04 BRIDGE OVER STREAM CONSTRUCT PREFABRICATED Sta. 15+20.04 to 15+70.00 CONSTRUCT BOARDWALK BRIDGE REMOVE EXISTING BRIDGE REMOVE EXISTING 4 4CR -C1 - - C 1- BRIDGE REMOVE EXISTING -Y1- 10 + 0 0 T Y P 0 2 T YP 02 5' 5' 10' 10' 5' GRADING BEGIN BERM GRADING END BERM (TYP) 5'R (TYP) 5'R 10'R 10'R10'R 10'R (TYP) 5'R 10 10 5 6 6 5 7 8 9 6 6 5 9 10 Sta. 17+50.00 to 19+87.97 CONSTRUCT BOARDWALK SEE STREAM PLANS FOR DETAIL PROPOSED STREAM RESTORATION 15+00 15 + 00 Sta. 11+65.00 to 12+45.00 SAFETY FENCE INSTALL WOOD COMPOSITE Sta. 10+14.85 to 11+00.00 SAFETY FENCE INSTALL WOOD COMPOSITE AND REPLACED IF DAMAGED 2'-6" C&G TO BE REMOVED EXISTING 6' SIDEWALK AND SIDEWALK DO NOT DISTURB EXISTING REMOVE CONCRETE STEPS AND REPLACED IF DAMAGED 2'-6" C&G TO BE REMOVED EXISTING 5' SIDEWALK AND Sta. 17+25.00 to Sta. 17+50.00 SAFETY FENCE INSTALL WOOD COMPOSITE 6 9 PLANTS BEHIND SIDEWALK RETAIN STONE COLUMNS AND P F H REMOVE FIRE HYDRANT INSTALL FIRE HYDRANT REPLACED IF DAMAGED TO BE REMOVED AND AND 2'-6" C&G EXISTING 10' SIDEWALK F F F F C F F F F F C C F C C C C C C CC C C C C F C F F C C F C F F F F F F F F F F F F F C C F F F F C C F C C C C F C C C F Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ H L Mil l e r P a r k_ r d y _ p f l.d g n PROJECT: SHEET NUMBER:JOB NUMBER: HORIZ VERT 9 / 17 / 2 0 2 4 011311060 REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 20 40 2 4 0 0 PROFILE SHEET SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 10 11 12 13 14 15 16 17 18 19 20 21 324 332 340 348 328 336 344 352 10 11 12 13 14 352 332 340 348 344 336 328 320 326 10 11 12 10 1113 356 324 328 332 336 340 344 348 352 356 332 336 340 344 348 352 356 328 352 348 344 340 336 332 328 360 356 352 348 344 340 336 332 328 -L- -Y1--Y2--Y3- C-2 324 356 360 360 3 4 1 .5 4 PI = 10+20.00 EL = 341.94' (+)2.0000% PI = 11+00.00 EL = 344.74' VC = 90' PI = 14+20.00 EL = 340.80' (+)2.0000% (+)1.5000%(+)0.0000% (+)0.5685% PI = 16+70.00 EL = 342.93' (+)2.2500% (+)2.0000% SIDEWALK TIE TO EXISTING ELEV = 341.54 -L- STA 10+00.00 BEGIN GRADE PROPOSED GRADE EXIST GROUND PROPOSED GRADE EXIST GROUND ELEV = 341.39' -Y2- STA 13+72.89 -L- STA 13+98.11 = ELEV = 342.06 -Y1- STA 10+00.00 -L- STA 10+22.31 = ELEV = 344.73' -L- STA 17+50.00 BEGIN BOARDWALK ELEV = 342.50' -L- STA 15+70.00 END BOARDWALK ELEV = 342.50' -L- STA 15+20.04 BEGIN BOARDWALK END BRIDGE ELEV = 344.15' -Y3- STA 10+00.00 -Y2- STA 10+00.00 -L- STA 11+78.07 = ELEV = 341.32' -Y1- STA 14+72.93 -L- STA 14+42.50 =ELEV = 341.60' -L- STA 14+60.00 BEGIN BRIDGE ELEV=335.98' SEWER LINE EXIST 15" DIP SANITARY ELEV=337.86' SEWER LINE EXIST 6" DIP SANITARY ELEV = 349.49' -L- STA 19+87.97 END BOARDWALK SIDEWALK TIE TO EXISTING ELEV = 349.86' -L- STA 20+06.80 END GRADE ELEV=337.96' SEWER LINE EXIST 15" DIP SANITARY (+)3.5000% PI = 13+25.00 EL = 343.05' (-)0.7500% VC = 60' (-)2 .3714 %(+)2.0000% VC = 75'VC = 30' ELEV=334.03 PR 18" RCP-IV VC = 50' ELEV=336.78' SEWER LINE EXIST 15" DIP SANITARY ELEV=337.16' SEWER LINE SANITARY EXIST 15" DIP ELEV = 337.90' -Y3- STA 11+02.57 -Y1- STA 12+97.48 = PI = 10+20.00 EL = 341.66' (+)5.2500% PI = 11+75.00 EL = 332.02' VC = 195' PI = 12+85.00 EL = 337.79' PI = 14+00.00 EL = 338.79' VC = 85' PI = 14+57.00 EL = 341.07' ELEV = 341.96' -L- STA 10+22.31 (5' RT) -Y1- STA 10+05.00 = BEGIN GRADE (-)2 .0000 % ELEV = 341.29' -L- STA 14+42.50 (5' RT) -Y1- STA 14+67.93 = END GRADE VC = 20' VC = 25' VC = 30' PROPOSED GRADE EXIST GROUND (-) 6.219 4 % (+)0.8664%(+)4.0000% (+)2.0000% ELEV. 332.50' STA. 11+25 DITCH GRADE BEGIN SPECIAL E L E V. 3 3 3 .5 0 ' S T A. 12 + 0 0 ELEV. 335.25' STA. 12+50 DITCH GRADE END SPECIAL ELEV. 335.68' STA. 13+00 DITCH GRADE BEGIN SPECIAL E L E V. 3 3 2 .6 0 ' S T A. 11 + 5 0 E L E V. 3 3 4 .2 0 ' S T A. 12 + 2 5 E L E V. 3 3 6 .8 8 ' S T A. 14 + 0 0 E L E V. 3 3 7 .3 5 ' S T A. 14 + 2 5 ELEV. 335.68' STA. 14+50 DITCH GRADE END SPECIAL (+)0.40%(+)1.80%(+)2.80% (+)4.20% (+)1.20%(+)1.88%(+)2.88% ELEV=331.40' PR 18" RCP-IV ELEV=329.33' PR 18" RCP-IV ELEV=331.73' RCP-IV PR 18" ELEV = 344.25' -L- STA 11+78.48 (5' LT) -Y2- STA 10+05.00 = BEGIN GRADE ELEV = 341.49' -L- STA 13+98.11 (5' LT) -Y2- STA 13+67.89 = END GRADE PROPOSED GRADE EXIST GROUND ELEV=338.33' SEWER LINE EXIST 15" DIP SANITARY PI = 10+25.00 EL = 344.65' (+)2.0000% (+)7.6701%PI = 11+35.00 EL = 353.09' (+)0.2500% VC = 60' PI = 12+00.00 EL = 353.25'(-)7.60 1 2 % PI = 13+50.00 EL = 341.85'(-)2 .0000 % VC = 50' VC = 40'VC = 30' PI = 10+15.00 EL = 343.85' PI = 10+85.00 EL = 338.25' PROPOSED GRADE EXIST GROUND ELEV = 337.98 (2.5' LT) -Y1- STA 12+94.62 -Y3- STA 10+98.75 = END GRADE (-) 2 .0000 % VC = 20' VC = 20' (-)7.99 8 0 % (-) 2 .0000 % ELEV = 344.05 -L- STA 11+78.60 (5' RT) -Y3- STA 10+05.00 = BEGIN GRADE PLANNING Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 VA R . S T O N E WAL L WA L L B L O C K VA R . VAR. WOOD WALL PO L IC E D EPA R TM EN T 1 ST O R Y A TM 12 / 2 / 2 0 1 6 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ p s h_ 5 _ a ln .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311070Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: 4020 C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 0 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING ALIGNMENT SHEET A-1 PLANNING PI Sta 10+86.63 D L = 33.93' T = 24.78' R = 18.00' PI Sta 13+66.04 D L = 61.20' T = 69.17' R = 25.00' PI Sta 10+51.07 D L = 23.76' T = 12.54' R = 30.00' -L- -L- POT Sta. 10+00.00 -L- PC Sta. 10+11.97 -L- PT Sta. 10+58.54 -L- PC Sta. 10+85.31 -L- PT Sta. 11+07.98 -L- PRC Sta. 11+58.56 -L- PT Sta. 12+08.60 -L- PC Sta. 12+59.27 -L- PRC Sta. 13+19.39 -L- PT Sta. 13+93.11 -L- PC Sta. 15+20.09 -L- PT Sta. 15+83.70 -L- POT Sta. 20+06.80 -L- PC Sta. 16+18.06 -L- PT Sta. 16+61.15 -L- PC Sta. 17+47.97 -L- PRC Sta. 17+87.35 -Y1- -Y2- -Y3- PI Sta 10+35.69 PI Sta 10+72.01 D D D D D -L- PT Sta. 18+28.74 -L- PC Sta. 18+58.69 -L- PT Sta. 19+27.42 -L- PT Sta. 18+81.85 -L- PC Sta. 18+93.73 R = 150.00' T = 30.47' L = 60.13' PI Sta 12+89.74 D R = 150.00' T = 25.25' L = 50.04' PI Sta 11+83.81 D PI Sta 11+33.51 D L = 50.59' T = 25.54' R = 150.00'R = 100.00' T = 13.46' L = 26.76' DD L = 46.58' T = 23.72' R = 100.00' PI Sta 19+12.60 L = 33.69' T = 18.87' R = 30.00' PI Sta 18+70.88 T = 12.19' L = 23.16' R = 30.00'R = 30.00' T = 24.75' L = 41.39' PI Sta 18+12.10PI Sta 17+68.75 L = 39.38' T = 20.78' R = 50.00' PI Sta 15+65.00 L = 63.61' T = 44.91' R = 35.00'R = 70.00' T = 22.25' L = 43.09' PI Sta 16+40.31 D -Y1- PC Sta. 10+29.12 -Y1- PRC Sta. 12+94.64 -Y1- PC Sta. 12+84.75 -Y1- PT Sta. 11+46.52 -Y1- PC Sta. 11+65.51 -Y1- PT Sta. 11+71.70 -Y1- PC Sta. 12+36.07 -Y1- PT Sta. 12+14.14 -Y1- PC Sta. 12+03.14 -Y1- PT Sta. 12+41.09 PI Sta 10+43.37 D L = 26.61' T = 14.25' R = 30.00' PI Sta 11+30.71 D L = 37.31' T = 21.50' R = 30.00' D PI Sta 12+08.73 D L = 11.00' T = 5.59' R = 25.00' PI Sta 12+38.64 D L = 5.02' T = 2.56' R = 10.00' PI Sta 12+89.70 D L = 9.89' T = 4.95' R = 100.00' -Y1- PT Sta. 10+55.73 -Y1- PC Sta. 11+09.21 -Y2- PT Sta. 13+58.07 -Y2- PC Sta. 12+96.87-Y2- PC Sta. 10+61.85 -Y3- PC Sta. 10+38.53 -Y3- PT Sta. 10+62.28 -Y2- PT Sta. 10+95.78 -Y1- POT Sta. 12+97.48 PI Sta 11+68.62 L = 6.19' T = 3.11' R = 30.00' 15+00 PI Sta 10+69.11 D L = 50.25' T = 25.70' R = 97.50' PI Sta 11+35.41 D L = 81.92' T = 41.75' R = 172.50' PI Sta 11+86.59 D L = 21.63' T = 11.01' R = 47.50' -C1- PCC Sta. 11+75.58 -C1- PT Sta. 11+97.21 -C1- POT Sta. 12+62.69 -C1- PCC Sta. 10+93.66 -C1- PC Sta. 10+43.41 -C1- POT Sta. 10+00.00 -C1- PI Sta 14+77.13 D L = 84.21' T = 42.11' R = 2,026.72' -C1- PC Sta. 14+35.02 -C1- PT Sta. 15+19.23 15 + 00 PI Sta 13+10.82 D L = 31.94' T = 16.18' R = 80.00' PI Sta 14+29.56 D L = 54.75' T = 30.48' R = 50.00' PI Sta 14+58.46 D L = 9.10' T = 4.63' R = 20.00' -Y1- PT Sta. 13+26.57 -Y1- PC Sta. 13+99.08 -Y1- PT Sta. 14+62.93 -Y1- PRC Sta. 14+53.83 -L- POC Sta. 10+22.31 10 + 0 0 20 +00 R = 50.00' T = 45.39' L = 73.71' PI Sta 13+64.79 D =95° 55' 03.59" -Y3- POT Sta. 10+00.00 =85° 06' 43.00" -Y2- POT Sta. 10+00.00 -L- POT Sta. 11+78.07 D D D =87° 57' 40.00" -Y1- POT Sta. 10+00.00 -L- POC Sta. 10+22.31 D =140° 16' 49.01" -Y3- POT Sta. 11+02.57 -Y1- POT Sta. 12+97.48 D =90° 00' 00.00" -Y1- POT Sta. 14+72.93 -L- PT Sta. 14+42.50 =90° 00' 00.00" -Y2- POT Sta. 13+72.89 -L- PT Sta. 13+98.11 D Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 12 / 2 / 2 0 1 6 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ e x _ 4 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311070Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: 4020 C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 0 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA EXISTING CONDITIONS EX-1 ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION RALEIGH WATER REVIEW OFFICER OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING 72 " CON C 60" PAVED 60" CONC 60" PAVED R I P R A P B IR D H O U S E S WING S E T BENCH BENCH S S S S S R IP R A PVAR. PAVED VA R . S T O N E WAL L WA L L B L O C K VA R . S LSA L S A LS A B IN WA S T E DO G BENCHES TOWN OF WAKE FOREST BM 2008 PG 1340 DB 2471 PG 481 TOWN OF WAKE FOREST BM 2008 PG 1340 DB 3049 PG 626 CHURCH INC. CORNERSTONE BAPTIST DB 7413 PG 246 MEMBERSHIP CORPORATION WAKE ELECTRIC DB 1868 PG 25 N C G R ID N A D 8 3 N A 2 0 1 1 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 810249.894(ft) EASTING: 2145481.265(ft) ELEVATION: 357.00(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 (GROUND TO GRID) IS: 0.9999402933 MCKIM & CREED FOR MONUMENT "GPS1" E IP E IP E IP E IP E IP E IP E IP E IP R IP R A P R IP R A P R IP R AP S S C A N T R A S H C A N T R A S H C AN T R A S H SS S B E N C H B IN WAS T E D O G C A N T R A S H VA R . P AVED VAR. PAVED S S S S S S S S S S S S S S S S B O L L A R D S S H H S INV = 3 3 6 .4 2 ' T O P = 3 3 9 . 7 6 ' T O P = 3 5 3 .5 0 ' INV =3 4 9 .3 1 ' IN V = 3 3 8 . 5 5 ' T O P =3 4 0 . 9 4 ' IN V = 3 3 8 . 4 3 ' IN V = 3 3 6 . 7 3 ' T O P = 3 4 0 . 7 3 ' INV = 3 3 6 .8 6 ' INV = 3 3 6 .6 5 ' IN V =3 3 7 .0 0 ' T O P = 3 4 0 . 0 3 ' T OP = 3 4 1 . 0 5 ' IN V = 3 3 6 . 6 6 ' IN V = 3 3 6 . 5 5 ' INV = 3 3 6 .5 3 ' T O P = 3 4 0 .8 4 ' IN V =3 3 6 . 3 7 ' IN V = 3 3 5 . 6 2 ' T O P = 3 4 0 . 19 ' INV = 3 3 5 . 2 6 ' T O P =3 3 9 .5 9 ' IN V = 3 3 6 . 0 2 ' INV = 3 3 5 .5 7 ' IN V = 3 3 5 .3 1 ' T O P = 3 3 9 . 8 2 ' INV =3 3 4 .3 0 ' IN V = 3 3 5 .7 4 ' INV = 3 3 5 . 6 1 ' T O P = 3 4 0 .3 3 ' IN V = 3 3 6 . 14 ' T O P = 3 4 3 . 15 ' IN V = 3 3 6 . 0 7 ' INV = 3 3 8 . 11' T O P = 3 4 3 . 7 7 ' IN V = 3 3 7 . 6 4 ' IN V = 3 3 9 . 15 ' T O P =3 4 6 . 8 4 ' 15" DIP 15" DIP IN V =3 4 4 .9 2 ' T O P = 3 4 8 . 5 2 ' IN V = 3 4 4 . 5 1 ' INV = 3 4 4 . 7 3 ' INV =3 4 4 .5 2 ' T O P = 3 4 9 . 4 5 ' IN V =3 4 4 .7 0 ' 18 " R C P 15" RCP 18 " RC P 18 " RC P 15 " R C P 15 " R C P C B C B C B C B C B C B C B C B C B HH HH HH HH HH H H H H H H HH H H H H HH H H HH HH HH HHHHHH H H HH HH HH HH H H TT HH H H S S H H H H T S INV = 3 4 1 . 5 6 ' T O P = 3 4 6 . 5 2 ' IN V = 3 3 9 . 8 7 ' IN V = 3 5 0 . 4 5 ' T O P =3 5 4 .3 8 ' 1 8 " R C P INV = 3 4 9 . 4 3 ' IN V =3 4 8 .7 7 ' T O P =3 5 4 .2 5 ' INV = 3 4 8 . 9 9 ' IN V = 3 4 8 .5 6 ' INV = 3 4 9 . 6 0 ' T O P =3 5 6 . 16 ' 24" RCP 18" RCP IN V = 3 5 0 .6 8 ' T O P = 3 5 6 . 7 5 ' INV = 3 5 0 . 13 ' T OP = 3 5 7 . 2 9 ' INV = 3 5 0 . 0 5 ' 15" RCP T O P = 3 4 9 . 9 0 ' INV = 3 4 3 . 8 3 ' IN V = 3 3 7 . 9 3 ' IN V = 3 4 4 . 6 7 ' T O P =3 5 0 . 8 4 ' IN V = 3 4 4 . 4 7 ' T OP = 3 5 0 . 7 4 ' IN V =3 4 4 .4 8 ' INV = 3 4 3 . 3 8 ' 15 " RC P INV =3 4 2 .0 0 ' T O P =3 4 4 .8 5 ' IN V =3 4 0 . 9 4 ' T O P = 3 4 6 . 9 7 ' IN V = 3 4 3 . 8 3 ' IN V = 3 3 7 . 2 3 ' T O P = 3 4 3 . 0 6 ' 15" RCP R C P 3 0 " 15 " R C P 15 " R C P R CP 15" IN V = 3 4 5 . 0 8 ' INV = 3 4 4 . 6 4 ' 15" R CPW/ FES CPP 6 " INV = 3 4 4 . 19 ' IN V = 3 4 9 . 0 4 ' T O P =3 5 3 .6 4 ' T OP = 3 4 0 . 8 1 ' T OP = 3 4 0 . 7 6 ' ON L Y DIR. B O X =3 3 8 .9 9 ' B O T T O M O F C P P 6 " DIR. O NLY 15" RCP R CP 15 " DIR . O N L Y 18 " R C P D I R. O N L Y 2 4 " R C P RC P 18 " 2 4 " P INE 18 " P IN E 2 0 " P INE 2 0 " P IN E P IN E 2 0 " P IN E 2 0 " P IN E 18 " P INE 18 " P IN E 2 0 " P IN E 18 " T R E E 2 4 " T R E E 2 2 " T R E E 2 0 " T R E E 18 " T R E E 3 6 " T R E E 2 4 " A S H 2 0 " A S H 18 " O A K 4 2 " T R E E 3 0 " T R E E 3 0 " T R E E 18 " T R E E 2 0 " T R E E 3 6 " A S H 2 4 " OA K 2 6 " O A K 3 0 " P INE 2 4 " P IN E 2 0 " P INE 2 2 " P IN E 16 " P IN E 15 " T R E E 18 " T R E E 16 " T R E E 2 0 " T R E E 2 4 " P IN E 2 0 " P INE 18 " P IN E 2 4 " O A K 16 " P IN E 2 4 " P O P . 2 0 " P INE 2 0 " E L M 18 " P IN E 2 2 " P IN E 18 " P O P . 15 " P IN E 2 4 " P O P . 2 9 " G U M 15 " GU M 15 " P INE 2 2 " P INE 15 " O A K 2 6 " P INE 2 2 " O A K 3 0 " P IN E 2 5 " E L M 16 " P INE 2 0 " P IN E 2 6 " O A K 18 " P IN E 2 4 " P INE 18 " HH H H IN V = 3 3 7 . 6 5 ' IN V =3 3 8 .8 2 ' T OP = 3 5 1 . 6 3 ' P IN E 16 " O A K 2 6 " P INE 2 0 " T R E E 2 4 " T R E E 2 4 " T R E E 2 4 " T R E E 18 " T R E E 18 " T R E E 18 " P IN E 2 4 " MA P L E 2 0 " A S H D U A L 18 " H IC KO R Y 18 " M A P L E 15 " T R E E D U A L 3 0 "M A P L E 2 2 " MA P L E 2 2 " P O P . 3 0 " T R E E 2 4 " T R E E 2 4 " MA P L E 18 " P IN E 18 " P OP . 2 2 " P O P . 2 4 " P O P . 2 4 " M A P L E 15 " P INE 2 0 " P IN E 2 3 " P IN E 15 " P O P . 17 " P IN E 2 4 " P OP . 17 " G U M 15 " L O C U S T 15 " P INE 2 4 " O A K 2 6 " IN V = 3 3 3 .4 4 ' IN V = 3 3 9 . 0 3 ' IN V = 3 3 8 .4 2 ' W/ F E S 1 8 " R C P 15" DIP DIR. O NLY18" R CPIN V =3 4 5 .4 9 ' T O P = 3 4 9 . 5 2 ' IN V = 3 4 5 . 5 2 ' Y I DI C B C B C B C B RC P 18 " IN V =3 4 4 .9 7 ' IN V = 3 4 5 . 16 ' IN V = 3 4 5 . 6 2 ' T O P = 3 4 8 .5 0 ' IN V = 3 4 2 . 4 2 ' C B CB 15 " DIP IN V = 3 4 2 . 13 ' IN V = 3 4 2 . 14 ' T O P = 3 5 7 . 9 8 ' IN V = 3 3 9 . 5 4 ' T O P =3 5 0 . 7 0 ' IN V = 3 4 7 . 9 5 ' INV = 3 4 7 . 7 0 ' T O P = 3 5 0 . 6 2 ' INV = 3 4 7 . 7 2 ' 15 " RC P 18" RCP 15 " R C P 24 " RCP 12" RC P 24 " RC P 2 2 " P IN E CULVERT #1 ONE BARREL NORTH EAST ELEV. CUL1 811113.71 2145731.91 330.43 CUL2 811116.00 2145737.58 330.55 CE1 811114.76 2145734.79 332.58 CUL3 811012.24 2145775.23 337.56 CUL4 811014.08 2145782.35 337.98 CE2 811012.50 2145778.95 343.04 344.77 CUL1 CUL2 CE1 CUL3CUL4CE2 CULVERT #2 ONE BARREL NORTH EAST ELEV. CUL1 810321.12 2146062.00 327.48 CUL2 810308.83 2146059.72 327.25 CE1 810313.35 2146060.68 333.31 335.21 CUL3 810095.22 2146142.13 324.03 CUL4 810096.32 2146148.80 324.04 CE2 810095.84 2146145.11 329.94 CUL1 CUL2CE1 CUL3 HW 811012.50 2145778.95 HW HW HW 810313.35 2146060.68 CULVERT #2 W/ F E S 18 " C P P IN V = 3 4 4 . 6 9 ' T A B L E S P IC N IC 15" RC P C O N C. CONC. G R A V E L GRAVEL CON C. CON C. CON C. GRAVEL PAVED P AV E D PAVED PAVED R A P R IP R AP R IP R IP R A P R O C KS R A P R IP IN V =3 3 8 .9 8 'WW WW E V C HA R G E R R AP R IP D IP 6 " R AP R IP BR ICK WW WW RWMON P A V E D V A R. WASTE BIN DOG L S A L S A L S A L SA L SA CANTRASH BRICK B R I C K BRICK TREE 30 " BRICK BR IC K BR ICK CANTRASH R IP R A P 2 0 " P IN E PAVED VAR. 34 2.09'I N V = R C P 18 " 3 3 9 . 7 5' I N V = H H HH H H HH HH HH HH H H HH H H FOOTBRIDGEWOOD F O O T B R IDG E WO O D F O O T B R ID G E WO O D CONC. CAMERA C B C B C B C B C B W/ F E S VAR. WOOD WALL RAP RIP CON C . CON C. LSA R OC K S S 7 8 °17 '12 " E 10 6 .83 ' N 16 °32'05 " E 424 .89' N 46°46'32" E45.33'S 13°43'28" E 52.57' S 78 °0 8 '46 " E 16 9 .0 5 ' S 04°26'37" W 332.10' S 6 4 °48 '3 0 " E 96 .11' C ON C. 72 " CONC . 72" CONC. 72" CONC. 72" C O N C. 10 ' CON C. 10 ' CON C. 10' C ON C. CON C. 60 " CON C. 60 " CON C. 72 " CHL W / 3SBW 6 0 " CHL 48 " M TL CULVERT #1 3 0 " C&G 3 0 " C&G 30" C&G 30" C&G 30" C&G 30 " C&G 24" C&G 24 " C& G 24" C&G 30 " C& G 30 " C&G 30" C&G 30 " C&G 30 " C&G B E N C H S TAY LO R S T VAR PAV E D ROADW A Y S FRANKLIN ST 18' PAVED ROADWAY E L M AV E VA R P AV E D R OA D WAY PO L IC E D EPA R TM EN T 1 ST O R Y A TM B M 2 0 0 8 P G 13 4 0 U T ILIT Y EA S EMENT 2 0 ' C IT Y OF R ALE IGH P UBL IC BM 2008 PG 1340 UTILITY EASEMENT RALEIGH PUBLIC 30' CITY OF 349.23'INV= DB 6 4 2 0 P G 4 2 3 A CC E S S EA S E ME NT V A R IAB L E WIDT H T OP = 3 4 8 . 5 8 ' DB 12 9 7 9 P G 17 8 4 T E L E P HO N E EA S E ME NT V A R IA B LE WIDT H E MB AR Q CON C . S DIR. ON LY 4" PVC D IR . O N L Y 8 " P V C V AR. PA VED M A P L E 6 " M A P L E 4 " MAP L E 4 " MAP L E 4 " MA P L E 5 " M A P L E 4 " MA P L E 5 " MAP L E 4 " MAP L E 4 " 5 " M A P L E 5 " MA P L E 6 " MA P L E 4 " MAP L E 4 " MA P L E 6 " MAP L E M A P L E 4 " MA P L E 4 " MA P L E 4 " M A P L E 4 " MAP L E 4 " M A P L E 4 " MAP L E 5 " M A P L E 3 " R E DB U D 6 " R E D B U D 6 " MA P L E 6 " MA P L E 6 " R E D B UD 8 " MA P L E 6 " 5 " MA P L E M A P L E 3 " 24" C&G CAMERA S Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ t yp .d g n PROJECT: SHEET NUMBER:JOB NUMBER:9 / 17 / 2 0 2 4 011311070 REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 682-3583 DURHAM, NORTH CAROLINA 27701 300 WEST MORGAN STREET, SUITE 1500 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING CD-1 SHEET NOTES SITE NOTES UTILITY NOTES GENERAL NOTES DEMOLITION NOTES SO THAT TOPS/RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED. ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET AGENCY, OR COMPANY. OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION "NORTH CAROLINA ONE CALL." LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT 1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE BE REMOVED. INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, DRAWINGS. AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION AND PERFORMED IN DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. CONDITIONS AND TO THE SATISFACTION OF THE OWNER AND TOWN, PRIOR TO CONTRACTOR SHALL RESTORE THE LAY-DOWN AND STAGING AREA TO ORIGINAL ARE MET. APPROVE ALL SAWCUT LIMITS PRIOR TO REMOVAL TO ENSURE THAT TOWN STANDARDS ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. TOWN SHALL CUT TO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW LIST OF ROADWAY STANDARD DRAWINGS DESCRIPTIONSTD NO. AND CLEANOUTS OUTSIDE OF SIDEWALK/GREENWAY CONTRACTOR SHALL RELOCATE ANY WATER OR SEWER SERVICES SUCH AS METERS PILE DRIVERS, OR ANY OTHER METHOD AT NO ADDITIONAL COST TO THE OWNER. EXISTING UTILITIES DURING SUCH INSTALLATIONS USING VIBRATORY HAMMERS, AND SEWER LINES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO STRUCTURES DOES NOT IMPACT ADJACENT EXISTING UTILITIES, INCLUDING WATER CONTRACTOR SHALL ENSURE THAT INSTALLATION OF UNDERGROUND BRIDGE PROVIDED IN THE CONTRACT DOCUMENTS. FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY ORDERING MATERIALS. ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL CONDITONS ARE NOT ALTERED DUE TO CONSTRUCTION. BOTH PRIOR TO AND AFTER BRIDGE CONSTRUCTION TO ENSURE SEWER MANHOLES ADJACENT TO PROPOSED BRIDGES AND TO ASSESS SEWER CONDITION CITY OF RALEIGH TO INSPECT VIA VIDEO SANITARY SEWER SECTIONS BETWEEN EXISTING WATER AND SEWER UTILITIES. RALEIGH PUBLIC UTILITIES DEPARTMENT FOR ANY ADDITIONAL INFORMATION ON CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO. ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL THESE PLANS ARE FROM THE CITY OF RALEIGH AND UTILITY COMPANY RECORDS LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON PROPERTY OWNER. SHOWN ON PLANS UNLESS CONTRACTOR OBTAINS WRITTEN APPROVAL FROM ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION LIMITS APPLICABLE PERMITS AND THE BID DOCUMENTS. TREE PROTECTION MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER CONTRACTOR TO REMOVE ANY STOCKPILED MULCH AFTER PROJECT IS COMPLETED. MULCH, AND STOCKPILED FOR FUTURE USE OR SPREAD THROUGHOUT PROJECT. ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE. AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2024 ARE APPLICABLE TO THIS PROJECT THE IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN OF 3 FEET FROM EDGE OF TRAIL OR AS DIRECTED BY THE TOWN. ALL GREENWAY SIGNS SHALL BE MOUNTED WITH SIGN EDGE A MINIMUM AS NEEDED. CONTRACTOR TO VERIFY THE EXISTING DITCH/PROPOSED PIPE INVERTS AND ADJUST SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT PERMISSION OF THE OWNER. CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS RECORD KEEPING. GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD. TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY REMAIN IN PLACE DURING CONSTRUCTION. OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL APPROVED BY THE TOWN OF WAKE FOREST. THE CONTRACTOR IS RESPONSIBLE FOR IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED ARE BASED ON SURVEY. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, PROVISIONS FOR ADDITIONAL INFORMATION ON WAYFINDING SIGNAGE REQUIREMENTS. Wayfinding Plan for Parks & Greenways: Design Workbook" AND THE PROJECT SPECIAL REFER TO THE LATEST VERSION OF THE TOWN OF WAKE FOREST'S "A Comprehensive WAYFINDING SIGNS: REPRESENTATIVES PRIOR TO TREE CLEARING. AND CLEARING CONTRACTOR TO WALK THE STAKED ALIGNMENT WITH TOWN REPRESENTATIVES AN OPPORTUNITY TO REVIEW TREES TO BE CLEARED. CONTRACTOR ALIGNMENT AND PAVEMENT EDGES PRIOR TO TREE CLEARING TO PROVIDE TOWN FOR TREE PRESERVATION REQUIREMENTS. CONTRACTOR TO STAKE THE PATH REFER TO CONTRACT SPECIAL PROVISIONS AND NOTES IN EROSION CONTROL PLANS TREE PRESERVATION: TRANSPORTATION ENGINEER AT LEAST 72 HOURS IN ADVANCE. ALL LANE CLOSURE REQUESTS SHALL BE SUBMITTED TO THE TOWN OF WAKE FOREST SHALL CONFORM TO NCDOT 2024 STANDARD DRAWINGS FOR TRAFFIC CONTROL. INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE TRAFFIC CONTROL: ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES. BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED EROSION CONTROL: BY ADEQUATE FENCING AND SIGNAGE. MAINTAINED PEDESTRIAN AND BICYCLE SAFETY AT ALL TIMES WITHIN PROJECT LIMITS SAFETY: REVIEW ALL RAMP FORMS BEFORE CONCRETE POURS. NOTED IN PLANS. MAXIMUM SLOPE IS 12:1 FOR ALL CURB RAMPS. TOWN INSPECTOR TO ALL CURB RAMPS IN ACCORDANCE WITH NCDOT STD 848.05 AND 848.06 UNLESS OTHERWISE CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. CONSTRUCT CURB RAMPS EXCEPT AS SHOWN ON THE PLANS. ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT - TIMOTHY BEASLEY- (919) 996-3477 DOMINION ENERGY - NAKIMA BOGAN - (919) 367-2720 LUMEN - KEVIN NEWBERRY - (984) 237-1396 SPECTRUM - ROBERT DABROWSKI - (919) 288-4867 WAKE FOREST POWER - CHRIS TERRELL - (919) 435-9572 UTILITY OWNERS ON THIS PROJECT ARE: UTILITIES: PARTICULAR ITEMS INVOLVED. PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SIDE ROADS: THE TYPICAL SECTIONS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE MULTI-USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS. SUPERELEVATION: BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED CLEARING: AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED GRADE LINE: 2024 SPECIFICATIONS CONCIDERED INCIDENTAL TO PROJECT CONSTRUCTION/GRADING. U.S. POSTAL SERVICE IS NOT TO BE INTERRUPTED DURING CONSTRUCTION. THIS WORK WILL BE CONTRACTOR RESPONSIBLE FOR THE REMOVAL AND RELOCATION OF EXISTING MAILBOXES. PONDING. CONTRACTOR TO GRADE FILL/CUT SLOPES TO TIE INTO EXISTING GROUND AND AVOID TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM AND GENERAL NOTES STANDARD DRAWINGS LIST OF ROADWAY SKINNY-DRUM1180.01 FLAGGING DEVICES1150.01 BARRICADES1145.01 CONES1135.01 DRUMS1130.01 PORTABLE WORK ZONE SIGNS1110.02 STATIONARY WORK ZONE SIGNS1110.01 TRAFFIC CONTROL DESIGN TABLES1101.11 WORK ZONE VEHICLE ACCESSES1101.05 TEMPORARY SHOULDER CLOSURES1101.04 TEMPORARY LANE CLOSURES1101.02 WORK ZONE ADVANCE WARNING SIGNS1101.01 GUIDE FOR RIP RAP AT PIPE OUTLETS876.02 CURB RAMP848.05 CONCRETE SIDEWALK848.01 CONCRETE CURB, GUTTER AND CURB AND GUTTER846.01 DRAINAGE STRUCTURE STEPS840.66 MANHOLE FRAME AND COVER840.54 PRECAST DRAINAGE STRUCTURE840.45 CONCRETE JUNCTION BOX840.31 ANCHORAGE FOR FRAMES840.25 FRAMES AND NARROW SLOT SAG GRATES840.24 CONCRETE GRATED DROP INLET TYPE 'B' - 12" THRU 36" PIPE840.18 DROP INLET FRAME AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15840.16 BRICK DROP INLET - 12" THRU 30" PIPE840.15 CONCRETE DROP INLET - 12" THRU 30" PIPE840.14 METHOD OF PIPE INSTALLATION300.01 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL225.02 METHOD OF CLEARING - METHOD II200.02 WITH NEW GRADE BY CONTRACTOR. THAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION PROVIDER(S). RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY SITE FURNISHINGS NOTED TO BE REMOVED SHALL BE INCIDENTAL TO GRADING. ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR INCLUDING ALL AND DEBRIS. FEDERAL REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FROM THE TOWN AND NCDOT. EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE AND UTILITY COMPANIES PRIOR TO STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WAKE FOREST, RALEIGH WATER, Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ t yp .d g n PROJECT: SHEET NUMBER:JOB NUMBER:9 / 17 / 2 0 2 4 011311070 REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 682-3583 DURHAM, NORTH CAROLINA 27701 300 WEST MORGAN STREET, SUITE 1500 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING TYPICAL SECTIONS TYPICAL SECTION NO. 1TYPICAL SECTION NO. 1 GENERAL GREENWAY NOTES: C1 GENERAL NOTES: AT AN AVERAGE RATE OF 220 LBS. PER SQ. YD. IN TWO LAYERS. PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, PAVEMENT SCHEDULE MAT CH LINE A 5' 020202 THIS LINE GRADE TO 2' GROUND EXISTING GROUND EXISTING J1 C1 POINT GRADE 2:1 02 NOTE 6 SEE TT (SEE UNDERCUT DETAIL) STABILIZATION OF SUBGRADE) FABRIC (AS REQUIRED FOR GEOTEXTILE STABILIZATION 02 CL 5'5'2' 020202 THIS LINE GRADE TO 2' GROUND EXISTING GROUND EXISTING J1 C1 POINT GRADE 2:1 02 NOTE 6 SEE TT 2' (SEE UNDERCUT DETAIL) STABILIZATION OF SUBGRADE) FABRIC (AS REQUIRED FOR GEOTEXTILE STABILIZATION 02 2'2:1 TO 3:1VARIES MAT CH LINE B J1 PROPOSED 6" AGGREGATE BASE COURSE CL 020202 C1 CL 020202 THIS LINE GRADE TO GROUND EXISTING GROUND EXISTING C1 2:1 NOTE 6 SEE T T (SEE UNDERCUT DETAIL) STABILIZATION OF SUBGRADE) FABRIC (AS REQUIRED FOR GEOTEXTILE STABILIZATION 2:1 TO 3:1VARIES J2 PROPOSED 4" AGGREGATE BASE COURSE CD-2 UNDERCUT EXCAVATION DETAIL NOT TO SCALE SLOPE > 2:1 AND DROP OF 4' SLOPE > 3:1 AND DROP OF 6' THE FOLLOWING CIRCUMSTANCES: 3. PROVIDE A COMPOSTIE WOOD SAFETY FENCE FOR OF GREENWAY TO TREES OR SIGN 2. 3' MINIMUM HORIZONTAL CLEARANCE FROM EDGE 1. 10' MINIMUM VERTICAL CLEARANCE TO TREES TYPICAL SECTION NO. 1 2:1 TO 3:1 VA RIES T 02 MAT C H LINE B MAT CH LIN E A T (SEE DETAIL ON CD-3) SAFETY FENCE COMPOSITE WOOD 2:1 TO 3:1VARIES LINE STATION TO STATION LOCATION SQ. YDS. REMOVAL OF EXISTING ASPHALT PAVEMENT -L- TOTAL SAY LINE STATION TO STATION LOCATION SQ. YDS. TOTAL SAY T PROPOSED COMPACTED EARTH MATERIAL APPROACH SLAB STATIONING 7. SEE STRUCTURE PLANS FOR SPECIFIC LOCATIONS OF 6. USE 3:1 SLOPES WHEN FILL IS LESS THAN 1' (SEE CROSS SECTION SHEETS) 5. VARY BERM WIDTH TO PROVIDE POSITIVE DRAINAGE 4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. TRANSITIONS. (2% MAX SUPERELEVATION) 3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION NOTED. 2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE TRAIL LOCATIONS. 1. SEE PLANS FOR SPECIFIC ASPHALT AND CONCRETE GROUND EXISTING (DEPTH DETERMINED BY ENGINEER) BOTTOM OF UNDERCUT 14' VARIES SOIL STABILIZATION GEOTEXTILE FOR (BOTTOM OF SUBGRADE) GRADE LIMITS 2 ASPHALT GREENWAY -L- -L- STA 20+00.00 TO STA 20+06.80 -L- STA 15+70.00 TO STA 17+50.00 -L- STA 10+00.00 TO STA 14+60.00 TYPICAL SECTION NO. 2 2.5'2.5' -Y3- STA 10+05.00 TO STA 11+02.57 -Y2- STA 10+05.00 TO STA 13+72.89 -Y1- STA 10+05.00 TO STA 14+72.93 J2 ASPHALT GREENWAY -Y1-, -Y2-, -Y3- 1'1' 2' POINT GRADE 2' ASPHALT GREENWAY -Y2- MAT CH LINE B MAT CH LIN E A 2' (SEE DETAIL ON CD-3) SAFETY FENCE COMPOSITE WOOD GROUND EXISTING GROUND EXISTING TYPICAL SECTION NO. 1B -Y2- STA 11+65.00 TO STA 12+65.00 RT TYPICAL SECTION NO. 1A 10+00 TO 14+58 -Y1- -Y2- LT/RT -Y3- 364.6 LT/RT RT 324.710+05 TO 14+68 -Y1- -C1- 64.3 LT 52.8LT10+17 TO 11+03 13+00 TO 13+70 LT/RT10+05 TO 12+57 10+33 TO 13+98 996.5 1000 -Y2-36.6 -C1-LT 8.613+63 TO 13+70 LT/RT11+69 TO 12+17 REMOVAL OF EXISTING CONCRETE PAVEMENT 55.2 45.2 50 134.9 3' 2' 3' 02 -Y1- STA 10+10.00 TO STA 11+25.00 LT -L- STA 17+25.00 TO STA 17+50.00 LT ASPHALT GREENWAY -L-, Y1- Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ t yp .d g n PROJECT: SHEET NUMBER:JOB NUMBER:9 / 17 / 2 0 2 4 011311070 REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 682-3583 DURHAM, NORTH CAROLINA 27701 300 WEST MORGAN STREET, SUITE 1500 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING (PLAN VIEW) CURB AND RAMP TRANSITION TAPER FOR SCORED CONTRACTION JOINT EXPANSION JOINT RAMP WHEELCHAIR CONC. CONCRETETRANSITION 3' CURB TRANSITION 3' CURB CONCRETE EXPANSION JOINT #848.05 (WHEELCHAIR RAMP) APPLY. ALL REQUIREMENTS OF NCDOT STANDARD DRAWING TO CURB AND GUTTER TIE PROPOSED WHEELCHAIR RAMP "CONCRETE CURB RAMP (MUP)." FOR AT THE CONTRACT UNIT PRICE PER EACH CONCRETE CURB CUT WHEELCHAIR RAMPS WILL BE PAID MULTI-USE PATH CURB RAMP (TOWN) DETAIL SHOWING TYPICAL MULTI-USE PATH UNLESS OTHERWISE SPECIFIED BY TOWN IN CONJUNCTION WITH THE MULTI-USE PATH *NOTE: TRUNCATED DOMES ARE TO BE BLACK 10' DROP CURB SEE PLANS 10' D 5.0' CL BOLLARD HINGED 3 .0 ' D D MIN . 10 '1'1' BOLLARD D 0.5'0.5'5.0' VARIES VARIES BOLLARD FIXED BOLLARD FIXED TYPICAL BOLLARD PLACEMENT DETAIL TYPICAL BOLLARD MARKINGS DETAIL D DDD BY PEDESTRIAN RAILING OR FENCING. WILL NOT BE REQUIRED WHERE MOTOR VEHICLE ACCESS IS PREVENTED 4. REFER TO PLANS FOR LOCATIONS OF WOOD BOLLARDS. WOOD BOLLARDS 3. BOLLARD AND SIGNS TO BE INSTALLED BY THE CONTRACTOR. OF 5 FEET. 2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM 1. BOLLARD POSTS AT INTERSECTIONS TO BE REFLECTORIZED. BOLLARD NOTES: BOLLARD DETAILS NOT TO SCALE NOT TO SCALE PH DETAIL SHEETS CD-3 NOT TO SCALE COMPOSITE WOOD SAFETY FENCE COMPOSITE FENCING PRODUCT DATA COLOR: STYLE: MANUFACTURER: NOT TO SCALE COMPOSITE WOOD SAFETY FENCE COMPOSITE FENCING PRODUCT DATA COLOR: STYLE: MANUFACTURER: GREY RANCH FENCING - FOUR RAIL HDPE DERBY FENCE COMPANY GREY RANCH FENCING - FOUR RAIL HDPE DERBY FENCE COMPANY Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ t yp .d g n PROJECT: SHEET NUMBER:JOB NUMBER:9 / 17 / 2 0 2 4 011311070 REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 682-3583 DURHAM, NORTH CAROLINA 27701 300 WEST MORGAN STREET, SUITE 1500 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING DETAIL SHEETS CD-4 1'- 5 78 " 2 '- 8 18 " 101 4" 1'-115 8" POLYSITE BOARDS SEE INSTALLATION GUIDE FOR ADDITIONAL FOOTING AND ANCHOR OPTIONS NOTE: GRADE LINE GRADE LINE 8 " 3'-0"3'-0"DO NOT SCALE DRAWING.2. SPECIFICATIONS. ACCORDANCE WITH MANUFACTURER'S INSTALLATION TO BE COMPLETED IN 1. NOTES: ELEVATION PET WASTE STATION SIGN BAG DISPENSER WITH LID RECEPTACLE 10 GALLON TRASH MOUNTING POST 2"x2" TUBULAR STEEL 6 ' 6 " 12 .5 " 8 " 18 " 8" 14 " 1" COLOR: GREEN RECEPTACLE BAG DISPENSER, AND TRASH STATION INCLUDING POST, SIGN, COMMERCIALLY-RATED PET WASTE HEAVY-DUTY ALUMINUM BASIS OF DESIGN: FINISH GRADE 6'-21 4" 1'- 5 78 " 1'-5" ALUMINUM SLATS SEE INSTALLATION GUIDE FOR ADDITIONAL FOOTING AND ANCHOR OPTIONS NOTE: GRADE LINE 3'-0" 8 " GRADE LINE 3'-0" SURFACE MOUNT OPTIONMOUNT: COLOR FROM MANUFACTURERS STANDARD COLOR CHART) BARK POLYSITE WITH MATTE OR GLOSS BLACK POWDERCOATED METAL (OR SIMILARCOLOR: ARCATA - BACKED BENCH BY LANDSCAPE FORMS (OR APPROVED EQUAL)MANUFACTURER/MODEL: BENCH PRODUCT DATA: SURFACE MOUNT OPTIONMOUNT: COLOR FROM MANUFACTURERS STANDARD COLOR CHART) BARK POLYSITE WITH MATTE OR GLOSS BLACK POWDERCOATED METAL (OR SIMILARCOLOR: ARCATA - BACKLESS BENCH BY LANDSCAPE FORMS (OR APPROVED EQUAL)MANUFACTURER/MODEL: BENCH PRODUCT DATA: (f'c = 2500psi) CONCRETE SLABS STEEL REINFORCED EXPOSED SURFACES 2" CLEAR FROM ALL 6"X6"X6 WWM-MAINTAIN EXPOSED SURFACES 2" CLEAR FROM ALL 6"X6"X6 WWM-MAINTAIN (f'c = 2500psi) CONCRETE SLABS STEEL REINFORCED FROM ALL EXPOSED SURFACES WITH 6"X6"X6" WWM. MAINTAIN 2' CLEAR SPECIFICATION ON REINFORCED SLAB 3'X3' SURFACE MOUNT PER MANUFACTURER'S MOUNTING: NO-COLOR LID BLACK POWDERCOATFINISH: TWO (2) 20 GALLON LINERS SPLIT STREAM RECYCLINGSIZE: 437-40SHPRODUCT: DUMORMANUFACTURER: WASTE RECEPTACLE PRODUCT INFORMATION: BOTTLES & CANS (20 GAL) TRASH (20 GAL) LETTERING LAYOUT 2.) 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED ( QTY 3 ). FINISHED W/ POLYESTER POWDER COATING. 1.) ALL STL. MEMBERS COATED W/ ZINC RICH EPOXY THEN NOTES OPENING) 0-435-EC-02 ((2) 4" OPENING) 0-435-EC-04 ((2) 5" X 10" COVER NUMBERS 3.) RECYCLING UNIT HINGE FOR REMOVAL OF LINERS. 3 '- 7 12 " 2 '- 10 12 " DATE DRAWN : 10/24/11 DRAWN BY : JSB DATE REV. : RECYCLING UNIT REV. BY : A REV. NUMBER DRAWING 437-40SH-0001 SHEET 1 OF 2 2 7 58 "Ø STL BAR 3/8" X 3" STL COVER 12GA STL PLATE 3/8" THK STL BAR 3/8" X 2"STL BAR 5/8" DIA STL BAR 1/4" X 1 1/2" LETTERING VINYL 18GA STL SHIELD "WASTE AND RECYCLE RECEPTACLE." FOR AT THE CONTRACT UNIT PRICE PER EACH ASSOCIATED WITH THE INSTALLATION WILL BE PAID WASTE AND RECYCLE RECEPTACLES AND ALL ITEMS PRICE PER EACH "BACKLESS BENCH." INSTALLATION WILL BE PAID FOR AT THE CONTRACT UNIT BACKLESS BENCHES AND ALL ITEMS ASSOCIATED WITH THE PRICE PER EACH "BENCH WITH BACKS." INSTALLATION WILL BE PAID FOR AT THE CONTRACT UNIT BENCHES WITH BACKS AND ALL ITEMS ASSOCIATED WITH THE UNIT PRICE PER EACH "PET WASTE STATION." THE INSTALLATION WILL BE PAID FOR AT THE CONTRACT PET WASTE STATION AND ALL ITEMS ASSOCIATED WITH Ø2 1/4" Ø2 1/4" 6'-21 4" Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ t yp .d g n PROJECT: SHEET NUMBER:JOB NUMBER:9 / 18 / 2 0 2 4 011311070 REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 682-3583 DURHAM, NORTH CAROLINA 27701 300 WEST MORGAN STREET, SUITE 1500 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING CD-5 DETAIL SHEETS cross.connection@raleighnc.gov for more information Coordinator for each device prior to issuance of a UC / Bldg Permit. Contact (919) 996-5923 or program, whichever is more stringent. A Certificate of Compliance shall also be obtained from the RW CrossConnection testing thereafter) in accordance with the manufacturer's recommendations or the local cross-connection control University of Southern California approval list. The devices shall be installed and tested (both initial and periodic requirements. The devices shall meet American Society of Sanitary Engineering (ASSE) standards or be on the Appendix-B of the Rules Governing Public Water Systems in North Carolina. These guidelines are the minimum 14. Cross-connection control protection devices are required based on degree of health hazard involved as listed in fog@raleighnc.gov for more information RW FOG Program Coordinator prior to issuance of a UC / Bldg Permit. Contact (919) 996-4516 or 13. Grease Interceptor / Oil Water Separator sizing calculations & installation specifications shall be approved by the taps) within state or railroad ROW prior to construction 12. NCDOT / Railroad Encroachment Agreements are required for any utility work (including main extensions & service riparian buffer, wetland &/or floodplain impacts (respectively) prior to construction 11. All environmental permits applicable to the project must be obtained from NCDWQ, USACE &/or FEMA for any sanitary sewer services having building drains lower than 1.0' above the next upstream manhole 10. Pressure reducing valves are required on all water services exceeding 80 psi; backwater valves are required on all every 75 linear feet maximum 9. Install 4" PVC sewer services @ 1.0% minimum grade with cleanouts located at ROW or easement line & spaced adequate flow & pressure adjacent. NOTE: it is the applicant's responsibility to properly size the water service for each connection to provide 8. Install 3/4" copper water services with meters located at ROW or within a 2'x2' Waterline Easement immediately abandoning tap at main & removal of service from ROW or easement per CORPUD Handbook procedure redevelopment of a site unless otherwise directed by the City of Raleigh Public Utilities Department. This includes 7. It is the developer's responsibility to abandon or remove existing water & sewer services not being used in mains 6. 3.0' minimum cover is required on all water mains & sewer forcemains. 4.0' minimum cover is required on all reuse City of Raleigh Public Utilities Department construction of project. Any necessary service interruptions shall be preceded by a 24 hour advance notice to the 5. Contractor shall maintain continuous water & sewer service to existing residences & businesses throughout Raleigh Utility Easement traversing private property 4. Developer shall provide 30 days advance written notice to owner for any work required within an existing City of Raleigh Public Utilities Department prior to construction 3. Any necessary field revisions are subject to review & approval of an amended plan &/or profile by the City of f) All other underground utilities shall cross water & sewer facilities with 18" min. vertical separation required be achieved, specify DIP materials & a concrete cradle having 6" min. clearance (per CORPUD details W41 & S-49) vertical separation at all sanitary sewer & RCP storm drain crossings. Where adequate separations cannot e) Maintain 18" min. vertical separation at all watermain & RCP storm drain crossings; maintain 18" min. DIP material is specified for sanitary sewer d) 5.0' minimum horizontal separation is required between all sanitary sewer & storm sewer facilities, unless specifications materials or steel encasement extended 10' on each side of crossing must be specified & installed to waterline c) Where it is impossible to obtain proper separation, or anytime a sanitary sewer passes over a watermain, DIP diameter approved by the Public Utilities Director. All distances are measured from outside diameter to outside separate trench with the elevation of the water main at least 18" above the top of the sewer & must be separation cannot be maintained due to existing conditions, the variation allowed is the water main in a b) When installing water &/or sewer mains, the horizontal separation between utilities shall be 10'. If this minimum separation shall not be less than 25' from a private well or 50' from a public well achieved, ferrous sanitary sewer pipe shall be specified & installed to waterline specifications. However, the such as an impounded reservoir used as a source of drinking water. If adequate lateral separation cannot be a) A distance of 100' shall be maintained between sanitary sewer & any private or public water supply source 2. Utility separation requirements: specifications (reference: CORPUD Handbook, current edition) 1. All materials & construction methods shall be in accordance with City of Raleigh design standards, details & STANDARD UTILITY NOTES: Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ R o a d w a y\ P r o j \ P la n S h ee ts \ H L Mil l e r P a r k_ r d y _ t yp .d g n PROJECT: SHEET NUMBER:JOB NUMBER:9 / 17 / 2 0 2 4 011311070 REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 682-3583 DURHAM, NORTH CAROLINA 27701 300 WEST MORGAN STREET, SUITE 1500 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING 011311070 EARTHWORK SUMMARY SHEET WASTEBORROWLOCATIONEXCAVATION UNDERCUT EXCAVATION UNCLASSIFIED PROJECT TOTALS SAY GRAND TOTALS EST. 5% FOR REPLACING TOPSOIL ON BORROW PITS TOTAL 0 IN CUBIC YARDS 0 0 0 0 0 CHECKED BY: COMPUTED BY:DATE: DATE:CHECKED BY: COMPUTED BY:DATE: DATE:CHECKED BY: COMPUTED BY:DATE: DATE: MAC SUMMARY OF EARTHWORK 0 EMBT+15% ENGINEERING UNIT. ON SUBSURFACE DATA PROVIDED BY THE GEOTECHNICAL DESIGN UNIT. THESE EARTHWORK QUANTITIES ARE BASED IN PART NOTE: EARTHWORK QUANTITES ARE CALCULATED BY THE ROADWAY ENGINEERING UNIT. ON SUBSURFACE DATA PROVIDED BY THE GEOTECHNICAL DESIGN UNIT. THESE EARTHWORK QUANTITIES ARE BASED IN PART NOTE: EARTHWORK QUANTITES ARE CALCULATED BY THE ROADWAY ENGINEERING UNIT. ON SUBSURFACE DATA PROVIDED BY THE GEOTECHNICAL DESIGN UNIT. THESE EARTHWORK QUANTITIES ARE BASED IN PART NOTE: EARTHWORK QUANTITES ARE CALCULATED BY THE ROADWAY CD-6 0 0 0 0 0 0 0 0 634 12 658 1 0 0 1,305 239 784 0 139 566 275 2,003 0 772 0 138 566 275 1,751 395 658 1,052 1,305 2,003 ADDITIONAL UNDERCUT FROM GEOTECH RECS 0 0 WASTE IN LIEU OF BORROW -1,052 -1,052 733 0 35 1,305 2,003 733 8001,400 09/05/2024 EKT 09/05/2024 -L- STA 10+00.00 TO 20+06.80 -Y1- STA 10+05.00 TO 14+67.93 -Y2- STA 10+05.00 TO 13+67.89 -Y3- STA 10+05.00 TO 10+98.75 -C1- STA 10+60.97 TO 11+90.97 -C1- STA 12+50.00 TO 14+75.00 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 Elem. Sch. Wake Forest K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ Wo r k Z o n e T r a f f i c C o n t r ol\ D e s i g n \ S h e e ts \ H L Mi l l e r P a r k_ t m p _ t s h .d g n 9 / 17 / 2 0 2 4 PROJECT REFERENCE NO.SHEET NO. INDEX OF SHEETS SHEET NO. VICINITY MAP PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 TMP-1 X FINAL _ PRE-FINAL _ MIDPOINT _ STAGING CONCEPT SUBMITTAL: 05/10/2024 DATE SUBMITTED SP-24-01 TRANSPORTATION MANAGEMENT PLAN GREENWAY H.L. MILLER PARK 011311070 SPECIFIC NOTES TMP-2 TEMPORARY TRAFFIC CONTROL PHASING AND TOWN AND TRAFFIC CONTROL GENERAL NOTES TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, TMP-1 TITLE SHEET, VICINITY MAP AND INDEX OF SHEETS TR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N A N LAIL OI N OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING Ver n o n Ave. Cir. Br ew er S . F ra n k li n S t O w e n S t. Jon es St B roo k s S t. Peace St. A ve. R obi n S . Alle n R d . E. J on e s A ve. W ait A v e. C S X R a ilro a d D r.C ardinal Av e. S y ca m ore S . White S tree t T a y lo r S t. Elm Ave. A 1 PFH Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 12 / 2 / 2 0 1 6 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Wor k Z on e T r a f f ic Con tr o l\ D e s ig n \ S he e t s \ H L Mil l er P a r k _ tm p _ t s h.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE TMP-1A011311070 SP-24-01 GREENWAY H.L. MILLER PARK NOTES AND DETAILS TRAFFIC CONTRO TR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING ROADWAY STANDARD DRAWINGS THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., ARE CONSIDERED A PART OF THESE PLANS: TITLESTD. NO. DATED JANUARY 2024 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY 1150.01 FLAGGING DEVICES 1145.01 BARRICADES 1135.01 CONES 1130.01 DRUM 1110.02 PORTABLE WORK ZONE SIGNS 1110.01 STATIONARY WORK ZONE SIGNS 1101.11 TRAFFIC CONTROL DESIGN TABLES 1101.05 WORK ZONE VEHICLE ACCESSES 1101.04 TEMPORARY SHOULDER CLOSURES 1101.02 TEMPORARY LANE CLOSURES 1180.01 SKINNY-DRUM 1101.01 WORK ZONE ADVANCE WARNING SIGNS TRAFFIC CONTROL GENERAL NOTES DURATION OF THE PROJECT WILL BE RESPONSIBLE FOR REMOVING ANY VEHICLES IN CONFLICT WITH TEMPORARY NO-PARKING SIGNS FOR THE SIGNING AND COVERS SHALL BE REMOVED UPON COMPLETION OF WORK WITHIN THESE AREAS. THE CONTRACTOR INSTALL TEMPORARY NO-PARKING SIGNING AND TEMPORARILY COVER OR REMOVE EXISTING SIGNING.TEMPORARY AS NEEDED FOR CONSTRUCTION ACCOMODATIONS. WHERE APPROVED, THE CONTRACTOR WILL BE REQUIRED TO R) THE CONTRACTOR SHALL COORDINATE WITH THE TOWN FOR TEMPORARY REMOVAL OF ON-STREET PARKING, THE "TEMPORARY TRAFFIC CONTROL" PAY ITEM. Q) ALL ITEMS DESCRIBED ABOVE AND IN THE TRAFFIC CONTROL DETAILS ARE CONSIDERED INCIDENTAL TO P) STOCKPILE EXISTING SIGNS FOR USE WHEN NEEDED IN TEMPORARY LOCATIONS DURING CONSTRUCTION. MISCELLANEOUS WORK AREA. MOUNT "SIDEWALK CLOSED" SIGNS ON EACH BARRICADE. PLACE A BARRICADE AT ALL APPROACHES TO THE CURRENT O) WHEN CONSTRUCTING NEW SIDEWALK OR TRAIL, CLOSE EXISTING WALK WITH TYPE II BARRICADES, BARRICADES TO DELINEATE THE WORK AREA AND TO KEEP PEDESTRIANS AND BICYCLISTS OUT OF WORK AREA. N) PEDESTRIAN AND BICYCLIST SAFETY MUST BE MAINTAINED AT ALL TIMES. USE FENCING, SIGNAGE, AND PEDESTRIAN AND BICYCLIST SAFETY M) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S OPERATION. L) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. DATED JANUARY 2024 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS. K) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES PAVEMENT MARKINGS AND MARKERS CLOSURES ARE NOT IN EFFECT. EXCEPT 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE J) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH), TRAFFIC CONTROL DEVICES ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER. WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE SIGNING LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. H) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY WITHIN THE SAME THE CLOSED TRAVEL LANE. DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 40 FT OF AN OPEN TRAVEL LANE, CLOSE THE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER. D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE LANE AND SHOULDER CLOSURE REQUIREMENTS C) DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES WITHIN THE PROJECT LIMITS. FROM 4 PM TO 7 PM B) DO NOT STOP TRAFFIC WITHIN THE PROJECT LIMITS FROM MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND FROM 4 PM TO 7 PM A) DO NOT CLOSE OR NARROW TRAVEL LANES ON ANY OF THE ROADWAYS WITHIN THE PROJECT LIMITS FROM TIME RESTRICTIONS WHEN OTHERWISE NOTED IN THE PLANS, OR DIRECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT TRANSPORTATION ENGINEER AT LEAST 72 HOURS IN ADVANCE. REMOVAL OF DEVICES. ALL LANE CLOSURE REQUESTS SHALL BE SUBMITTED TO THE TOWN OF WAKE FOREST UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE ADAPT THE CONSTRUCTION PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 12 / 2 / 2 0 1 6 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Wor k Z on e T r a f f ic Con tr o l\ D e s ig n \ S he e t s \ H L Mil l er P a r k _ tm p _ t s h.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE TMP-2011311070 SP-24-01 GREENWAY H.L. MILLER PARK CONSTRUCTION PHASING TR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING PHASING NOTES STEP 1) STEP 3) LOCAL NOTES STEP 2) TO CONTROL PEDESTRIAN TRAFFIC. STANDARDS. PEDESTRIAN BARRICADES AND SIGNS SHALL BE USED E) PEDESTRIAN CONDITIONS SHALL ADHERE TO PROWAG AND ADA PEDESTRIANS OUT OF THE WORK AREAS. SAFETY FENCE AND ADA BARRICADES AS NEEDED TO KEEP PATH UNTIL NEW SIDEWALK/MULTI-USE PATH IS IN PLACE, USING AT ALL POSSIBLE TIMES, MAINTAIN EXISTING SIDEWALK/MULTI-USE D) MAINTAIN EXISTING PEDESTRIAN ROUTES DURING CONSTRUCTION. FENCE, AND OTHER ADA COMPLIANT DEVICES AS NECESSARY. WORK AREAS BY USE OF WATER FILLED BARRIERS, SAFETY BY THE TOWN OR THE ENGINEER. PROTECT PEDESTRIANS FROM CONSTRUCTION, UNLESS OTHERWISE DIRECTED OR APPROVED EXISTING SIDEWALKS/MULTI-USE PATHS FOR THE DURATION OF C) PEDESTRIAN ACCESS SHALL BE MAINTAINED ALONG ALL ROUTE, UNLESS OTHERWISE APPROVED BY THE TOWN OR THE ENGINEER. ON SIDEWALKS/MULTI-USE PATHS AT ANY TIME WITHOUT APPROVED DETOUR B) DO NOT PLACE EQUIPMENT ON OR RESTRICT PEDESTRIAN MOVEMENTS RESCUE AT LEAST THREE WEEKS PRIOR TO ANY CONSTRUCTION ACTIVITIES. A) CONTACT PUBLIC TRANSIT AGENCIES, EMERGENCY, FIRE AND PEDESTRIAN ACCOMMODATIONS REMOVE WORK ZONE SIGNS AND DEVICES. OPEN ALL LANES TO TRAFFIC. AND STREAM RESTORATION CONSTRUCT PROPOSED GREENWAY, SIDE PATHS, DRAINAGE, BRIDGES, BOARDWALK, AND REMOVAL OF EXISTING STRUCTURES AND PATHS FROM GREENWAY CONSTRUCTION. AWAY FROM TRAFFIC, COMPLETE DEMOLITION THAT SHALL BE PLACED AS NECESSARY TO ALERT AND DETOUR PEDESTRIANS AWAY INSTALL SPECIAL DESIGN "PATH CLOSED AHEAD" AND "TRAIL CLOSED" WARNING SIGNS PERFORM THE FOLLOWING: CLOSURES AS NEEDED AS SHOWN ON NCDOT ROADWAY STANDARD DRAWING 1101.02, ALL OTHER INTERSECTING ROADS AND DRIVEWAYS, USING TEMPORARY LANE WHILE MAINTAINING TRAFFIC ALONG ELM AVE, S FRANKLIN ST, TAYLOR ST, AND NCDOT STD DRAWING 1101.01. SHALL INSTALL WORK ZONE ADVANCE WARNING SIGNS AS SHOWN ON PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 12 / 2 / 2 0 1 6 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Wor k Z on e T r a f f ic Con tr o l\ D e s ig n \ S he e t s \ H L Mil l er P a r k _ tm p _ S D S H E E T S .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE 011311070 SP-24-01 GREENWAY H.L. MILLER PARK SPECIAL SIGN DESIGN TR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING SD-1 14.4"20.5"14.4"3'-0"13.4" 5"C 3.8" 5"C 3.8" 5"C 13.4" Panel Style: construction_warning.ssi M.U.T.C.D.: 2009 Edition HTSYMBOLXWIDY HEIGHT: SIGN NUMBER: TYPE: QUANTITY: SIGN WIDTH: TOTAL AREA: BORDER TYPE: NO. Z BARS: RECESS: WIDTH: RADII: COPY COLOR: BACKG COLOR:CHECKED BY: C. LOWMANDESIGN BY: DATE: PROJECT ID:DIV: LENGTH: ID DIV NORTH CAROLINA D.O.T. SIGN DETAIL LETTER POSITIONS SD-1 4'-1" 4'-1" 16.9 Sq.Ft. INSET 0" 0" 0" 2 41.4 Black Letter spacings are to start of next letter Text Length Series/Size MAY 08, 2024 MAT'L:0.080" (2.0 mm) ALUMINUM 1. 2. USE NOTES: 1,2 S. STRINGFELLOW Spacing Factor is 1 unless specified otherwise Fluorescent Orange STATIONARY SEE PLANS Legend and border shall be direct applied black non-reflective sheeting. Background shall be NC GRADE B fluoresent orange retroreflective sheeting. 18.2 P 3.4 A 3.5 T 3.3 H 2.8 18.2 13 C 2000 14.4 C 3.8 L 3.2 O 3.7 S 3.7 E 3.4 D 2.8 14.4 20.5 C 2000 15.9 A 3.9 H 3.9 E 3 A 3.9 D 2.8 15.9 17.5 C 2000 HL Miller Park_tmp_SD_SHEETSFILENAME: Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 12 / 2 / 2 0 1 6 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Wor k Z on e T r a f f ic Con tr o l\ D e s ig n \ S he e t s \ H L Mil l er P a r k _ tm p _ S D S H E E T S .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE 011311070 SP-24-01 GREENWAY H.L. MILLER PARK SPECIAL SIGN DESIGN TR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PLANNING SD-2 4.75"20.5"4.75" 2'-6" 5.1" 5"C 3.8" 5"C 5.1" 2 ' - 0 " Panel Style: regulatory.ssi M.U.T.C.D.: 2009 Edition BORDER R=1.13" TH=0.63" IN=0.38" HTSYMBOLXWIDY HEIGHT: SIGN NUMBER: TYPE: QUANTITY: SIGN WIDTH: TOTAL AREA: BORDER TYPE: NO. Z BARS: RECESS: WIDTH: RADII: COPY COLOR: BACKG COLOR:CHECKED BY: C. LOWMANDESIGN BY: DATE: PROJECT ID:DIV: LENGTH: ID DIV NORTH CAROLINA D.O.T. SIGN DETAIL LETTER POSITIONS SD-2 2'-6" 2'-0" 5.0 Sq.Ft. INSET 0.38" 0.63" 1.13" Black Letter spacings are to start of next letter Text Length Series/Size MAY 08,2024 MAT'L:0.080" (2.0 mm) ALUMINUM 1. 2. USE NOTES: 1,2 S. STRINGFELLOW Spacing Factor is 1 unless specified otherwise Fluorescent Orange STATIONARY SEE PLANS Legend and border shall be direct applied black non-reflective sheeting. Background shall be NC GRADE B fluoresent orange retroreflective sheeting. 7.6 T 3.3 R 3.3 A 3.9 I 1.8 L 2.6 7.6 14.8 C 2000 4.8 C 3.8 L 3.2 O 3.7 S 3.6 E 3.4 D 2.8 4.8 20.5 C 2000 HL Miller Park_tmp_SD_SHEETSFILENAME: Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 47 72 " CON C 60" PAVED 60" CONC 60" PAVED R I P R A P S S S S S R IP R A PVAR. PAVED VA R . S T O N E WAL L WA L L B L O C K VA R . S LSA L S A LS A TOWN OF WAKE FOREST BM 2008 PG 1340 DB 2471 PG 481 TOWN OF WAKE FOREST BM 2008 PG 1340 DB 3049 PG 626 MEMBERSHIP CORPORATION WAKE ELECTRIC DB 1868 PG 25 E IP E IP E IP E IP E IP E IP E IP E IP R IP R A P R IP R A P R IP R AP VA R . P AVED VAR. PAVEDS S H H S IN V = 3 4 4 . 5 1 ' 18 " R C P 15" RCP 18 " RC P 18 " RC P 15 " R C P 15 " R C P C B C B C B C B C B C B C B C B HH HH HH HH H H H H H H HH H H H H HH H H HH HH HH HHHHHH H H HH HH HH HH H H TT HH H H S S H H H H T S IN V =3 4 8 .7 7 ' IN V = 3 4 8 .5 6 '18" RCP 15" RCP 15 " RC P 15" RCP R C P 3 0 " 15 " R C P 15 " R C P R CP 15" 15" R CPW/ FES CPP 6 " ON L Y DIR. C P P 6 " DIR. O NLY 15" RCP R CP 15 " DIR . O N L Y 18 " R C P D I R. O N L Y 2 4 " R C P RC P 18 " HH H H W/ F E S 1 8 " R C P DIR. O NLY18" R CP Y I DI C B C B C B C B RC P 18 " C B CB 15 " RC P 18" RCP 15 " R C P 24 " RCP 12" RC P 24 " RC P CUL1 CUL2 CE1 CUL3CUL4CE2 CUL1 CUL2CE1 HW HW CULVERT #2 15" RC P C O N C. CONC. G R A V E L GRAVEL CON C. CON C. CON C. GRAVEL PAVED P AV E D PAVED PAVED R A P R IP R AP R IP R IP R A P R A P R IP WW WW R AP R IP R AP R IP BR ICK WW WW RWMON P A V E D V A R. L S A L S A L S A L SA L SA BRICK B R I C K BRICK BRICK BR IC K BR ICK R IP R A P PAVED VAR. R C P 18 " H H HH HH HH H H HH H H FOOTBRIDGEWOOD F O O T B R IDG E WO O D F O O T B R ID G E WO O D CONC. C B C B W/ F E S VAR. WOOD WALL RAP RIP CON C . CON C. LSA S 7 8 °17 '12 " E 10 6 .83 ' N 16 °32'05 " E 424 .89' N 46°46'32" E45.33'S 13°43'28" E 52.57' S 78 °0 8 '46 " E 16 9 .0 5 ' S 04°26'37" W 332.10' S 6 4 °48 '3 0 " E 96 .11' C ON C. 72 " CONC . 72" CONC. 72" CONC. 72" C O N C. 10 ' CON C. 10 ' CON C. 10' C ON C. CON C. 60 " CON C. 60 " CON C. 72 " CHL W / 3SBW 6 0 " CHL 48 " M TL CULVERT #1 3 0 " C&G 3 0 " C&G 30" C&G 30" C&G 30" C&G 24" C&G 24 " C& G 24" C&G 30 " C& G 30 " C&G 30" C&G 30 " C&G S TAY LO R S T VAR PAV E D ROADW A Y S FRANKLIN ST 18' PAVED ROADWAY E L M AV E VA R P AV E D R OA D WAY PO L IC E D EPA R TM EN T 1 ST O R Y A TM B M 2 0 0 8 P G 13 4 0 U T ILIT Y EA S EMENT 2 0 ' C IT Y OF R ALE IGH P UBL IC BM 2008 PG 1340 UTILITY EASEMENT RALEIGH PUBLIC 30' CITY OF DB 6 4 2 0 P G 4 2 3 A CC E S S EA S E ME NT V A R IAB L E WIDT H DB 12 9 7 9 P G 17 8 4 T E L E P HO N E EA S E ME NT V A R IA B LE WIDT H E MB AR Q CON C . V AR. PA VED 24" C&G 330 330 3 3 0 330 330 330 335 335 335 335 335 335 335 335 33 5 335 335 335 335 335 335 335 335 3 4 0 34 0 3 4 0 340 340 340 340 340 340 3 4 0 340 340 340340 340 340 3 4 0 340 340 340 340 340 34 0 345 34 5 345 34 5 345 345 345 345 345 345 345 345 34 5 345 345 345 3 4 5 350 350 350 350 350 350350 350 3 5 0 35 0 35 0 350 35 0 350 350 3 5 0 35 0 35 0 350 3 50 35 0 350 355 355 3 5 5 355 35 5 355 3 5 5 35 5 35 5 355 36 0 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ P S H \ H L Mil l e r P a r k _ er o_ p s h_ 1 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: HORIZ 9 / 18 / 2 0 2 4 011311060 REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 20 400EROSION CONTROL PLAN SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION CITY OF RALEIGH DEVELOPMENT APPROVAL OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PLANNING NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING EC-1 SOIL STABILIZATION TIMEFRAMES STABILIZATION TIME TIMEFRAME EXCEPTIONSSITE DESCRIPTION NPDES GENERAL STORMWATER PERMIT IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. NONE NONEPERIMETER DIKES, SWALES, DITCHES AND SLOPES HIGH QUALITY WATER (HQW) ZONES SLOPES STEEPER THAN 3:1 SLOPES 3:1 OR FLATTER ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS 14 DAYS 7 DAYS 7 DAYS 7 DAYS GENERAL NOTES (TYPICAL ALL SHEETS): ENERGY, MINERAL, AND LAND RESOURCES. ENVIRONMENTAL QUALITY DIVISION OF CAROLINA DEPARTMENT OF APRIL 1, 2019, ISSUED BY THE NORTH CONSTRUCTION PERMIT EFFECTIVE THE NCG-010000 GENERAL THE REGULATIONS SET FORTH BY CONTROL PLANS COMPLY WITH THESE EROSION AND SEDIMENT TOTAL DISTURBED AREA = 2.93 ACRES (LABELED ON PLANS) LIMITS OF DISTURBANCE CONSTRUCTION LIMIT (APPLIES TO ALL SHEETS) C F LEGEND (NCDOT STD 1630.06) SPECIAL STILLING BASIN (SEE DETAIL SHEETS) TREE PROTECTION FENCE TYPE A (SEE NCDOT STD 1633.01) TEMPORARY ROCK SILT CHECK DAM, ENTRANCE (SEE NCDOT STD 1607.01) TEMPORARY CONSTRUCTION (SEE DETAIL SHEETS) CONCRETE WASHOUT (SEE DETAIL SHEETS) WATTLE CHECK (SEE DETAIL SHEETS) TEMPORARY SILT FENCE TPF EXISTING CONTOUR (SEE DETAIL SHEETS) SILT FENCE OUTLET SPECIAL SEDIMENT CONTROL FENCE/ (SEE DETAIL SHEETS) STORM DRAIN INLET PROTECTION (SEE DETAIL SHEETS) WATTLE CHECK (SEE DETAIL SHEETS) SILT FENCE J-HOOK (SEE DETAIL SHEETS) ROCK PIPE INLET PROTECTION TREE TO BE REMOVED TREE TO BE RETAINED 14.) PER UDO PLANS 8.4, 4 @ 42"+ DBH PROPOSED TREES TO BE INSTALLED IN PHASE 2 OF MILLER PARK DESIGN OF ROADS, DRIVEWAYS, OR PARKING LOTS. CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF 13.) DO NOT ALLOW CONCRETE DUST/WASTE/WASTEWATER INTO STORM DRAIN OR OFF-SITE. ALL SEDIMENT MUST BE NECESSARY FOR STABILIZATION 12.) USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUT/FILL SLOPES WITHOUT RIP RAPINCLUDING BASINS AS REPLACED BY WATTLES UPON PARTIAL STABILIZATION OF SOIL. DITCHES. CONTRACTOR TO COORDINATE WITH TOWN INSPECTOR TO DETERMINE WHEN ROCK CHECK DAMS MAY BE 11.) WATTLE DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING IN METHOD TO USE AT A GIVEN TIME. URBAN NATURE OF THE SITE. CONTRACTOR TO COORDINATE WITH TOWN INSPECTOR TO DETERMINE THE BEST TO STRUCTURES. MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE 10.) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING 9.) SEE SHEET SHEET EC-2A FOR GENERAL CONSTRUCTION SCHEDULE/SEQUENCE 8.) NO BURNING WILL BE ALLOWED ON THE PROJECT. 7.) INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF. NPDES PERMIT NO. NCG010000 AND NORTH CAROLINA GENERAL STATUE 113A-54.1(e) AND 15A NCAC 04B.0131. SELF-INSPECTIONS AND SELF-MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CONDITIONS OF THE RAINFALL EVENT OF ONE INCH AND GREATER. SUBMIT SELF-INSPECTION REPORT WITHIN 15 DAYS OF THE INSPECTION. 6.) ALL EROSION CONTROL MEASURES MUST BE SELF-INSPECTED ONCE A WEEK OR WITHIN 24 HOURS OF ANY FENCE RUNS. 5.) SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS ARE ENCOUNTERED ALONG SILT STORM DRAINS ARE INSTALLED SO THAT THE FENCES WILL PASS OVER THE PIPE OUTLETS. 4.) WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR LOCATIONS MUST BE MODIFIED AS THE BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. SILT FROM PUMPED EFFLUENT DURING COSNTRUCTION. IF COFFER DAMS ARE UTILIZED, A COFFER DAM DETAIL MUST BLOACKAGE, REPLACE BAG WHEN ƒ FULL OF SEDIMENT, AND PROVIDE A SUFFICIENT QUANTITY OF BAGS TO CONTAIN COFFER DAM AND PUMP AROUND. IF SILT BAGS ARE UTILIZED, CONTRACTOR TO INSPECT BAG FOR DAMAGE AND OR CONTRACTOR SHALL PLAN TO ISOLATE AND DEWATER EXCAVATED AREAS AS NEEDED USING SILT BAGS AND/OR 3.) PIPES SHALL BE INSTALLED/REPLACED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING INSTALLATION) AT THE CONTRACTOR'S EXPENSE. DAMAGE TO EXISTING CURB AND GUTTER, ROADS, OR PARKING LOTS AT CONSTRUCTION ENTRANCES MUST BE REPAIRED FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE PROJECT DURATION UNLESS DIRECTED BY TOWN ENGINEER. ANY 2.) CONTRACTOR TO ENSURE THAT ALL ROADWAYS, PARKING LOTS, AND CURB LINES ADJACENT TO THIS PROJECT ARE 1.) ALL EROSION CONTROL MEASURES TO BE WITHIN LIMITS OF DISTURBANCE. TEMPORARY HAUL ROAD (SEE NCDOT STD 1636.03) WATTLE BARRIER O 15+00 CR 15 + 00 10 + 0 0 20 +00 P F H F F F F C F F F F F C C F C C C C C C CC C C C C F C F F C C F C F F F F F F F F F F F F F C C F F F F C C F C C C C F C C C F FENCE (TYP) INSTALL TREE PROTECTION (TYP) LIMITS OF DISTURBANCE SILT FENCE (TYP) INSTALL REINFORCED SEE CONSTRUCTION ACCESS NOTES TEMPORARY CONSTRUCTION ACCESS SEE CONSTRUCTION ACCESS NOTES TEMPORARY CONSTRUCTION ACCESS SEE CONSTRUCTION ACCESS NOTES TEMPORARY CONSTRUCTION ACCESS DO NOT DISTURB EXISTING TREES WASHOUT. STAGING AREA/CONCRETE ACCESS WITH STOCKPILE/ TEMPORARY CONSTRUCTION SEDIMENT FROM CONTINUING DOWNSTREAM. TEMPORARY CROSSING IS IN USE TO PREVENT MAT. SILT CURTAIN MUST BE INSTALLED WHEN TEMPORARY STREAM CROSSING WITH TIMBER F C C C C C C C C C C C C C C C C C C C C C C C F C Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ 0 1 1 3 1 1 0 7 0 _ e r o_ d t l s .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311060Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN MAINTENANCE PLAN fine gravel or sand may be needed to protect the filter cloth. Where large stones are used or machine placement is difficult, a 4-inch layer of If extensive damage is suspected, remove and replace the entire sheet. of filter material with a minimum overlap of 12 inches around the damaged area. If damage occurs remove the riprap and repair the sheet by adding another layer next section as required. Take care not to damage the cloth when placing riprap. ground and where necessary, bury the lower end of the cloth or overlap with the the overlap. Bury the upstream end of the cloth a minimum of 12 inches below Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along Synthetic filter fabric - Place the cloth filter directly on the prepared foundation. layers with minimal mixing. specified depth. Where more than one layer of filter material is used, spread the foundation is prepared. For gravel, spread filter stone in a uniform layer to the Sand and gravel filter blanket - Place the filter blanket immediately after the ground inside dimensions and grade of the riprap meet design specifications. sufficiently to allow placement of the riprap in a manner such that the finished will be at the elevation of the surrounding area. Channels should be excavated material. Cut the subgrade sufficiently deep that the finished grade of the riprap depressions with riprap. Remove brush, trees, stumps and other objectional to a density approximating that of the surrounding undisturbed material or overfill lines and grades shown on the plans. Compact any fill required in the subgrade Subgrade Preparation - Prepare the subgrade for riprap and filter to the required CONSTRUCTION SPECIFICATIONS flow. Control of weed and brush growth may be needed in some locations. vigorous condition to protect the area from erosion and scour during out-of-bank immediately. Maintain all vegetation adjacent to the channel in a healthy, look for indications of piping, scour holes, or bank failures. Make repairs where concentrated flow enters. Carefully check stability at road crossings and promptly. Give special attention to the outlet and inlet sections and other points Inspect channels at regular intervals as well as after major rains, and make repairs MAINTENANCE riprap should be apparent. of the riprap should blend with the surrounding area. No overfall or protrusion of stone sizes to produce a relatively smooth, uniform surface. The finished grade stones. Hand placing may be necessary to achieve the proper distribution of The finished slope should be free of pockets of small stone or clusters of large the stones. stone sizes. Take care not to dislodge the underlying base or filter when placing riprap by dumping through chutes or other methods that cause segregation of final placement. Place riprap to its full thickness in one operation. Do not place be obtained by selective loading at the quarry and controlled dumping during a minimum of voids. The desired disbribution of stones throughout the mass may of the filter. Place riprap so that if forms a dense, well-graded mass of stone with Stone Placement - Placement of riprap should follow immediately after placement LAND GRADING (6.02) TOPSOILING (6.04)RIP RAP (6.15)CONSTRUCTION SEQUENCE DETAILS EROSION CONTROL of the work day. Note: Limit disturbances to the length that can be stabilized at the end is an essential part of an effective erosion and sedimentation control plan. maintenance of small eroded areas before they become significant gullies washouts or breaks occur, repair them immediately. Prompt remove all sediment from diversion and other water-disposal practices. If sedimentation control practices, especially after heavy rainfalls. Promptly Periodically check all graded areas and the supporting erosion and MAINTENANCE stabilization of these areas in the plan. make sure they are adequately protected from erosion. Include final 12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and Timeframes. completed on each area in the grading plan per NPDES Soil Stabilization 11. Permanently stabilize all graded areas immediately after final grading is with approved methods. 10. Handle seeps or springs encountered during construction in accordance during all phases of development. 9. Keep diversions and other water conveyance measures free of sediment slippage. 8. Do not place fill on a frozen foundation, due to possible subsidence and materials into fill slopes. 7. Do not incorporate frozen material or soft or highly compressible related problems. the layers as required to reduce erosion, slippage, settlement, or other 6. Place all fill in layers not to exceed 9 inches in thickness, and compact building debris, and other materials inappropriate for constructing stable fills. 5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps, other objectionable material that would affect the planned stability of the fill. 4. Clear and grub areas to be filled to remove trees, vegetation, roots, or placing topsoil. 3. Scarify areas to be topsoiled to a minimum depth of 2 inches before it for use in finishing the grading of all critical areas. 2. Remove good topsoil from areas to be graded and filled, and preserve construction schedule. measures in accordance with the approved sedimentation control plan and 1. Construct and maintain all erosion and sedimentation control practices and CONSTRUCTION SPECIFICATIONS EC-2 to avoid excessive mixing of topsoil into the subsoil. After topsoil application, follow procedure for seedbed preparation, taking care between topsoil and subsoil. after spreading topsoil. A disk may be used to promote bonding at the interface On slopes and areas that will not be mowed, the surface may be left rough high-maintenance turf is to be established. germination. Light packing with a roller is recommended where but avoid excessive compaction, as it increases runoff and inhibits seed Compact the topsoil enough to ensure good contact with the underlying soil, water pockets. topsoiling or other operations to prevent the formation of depressions or wet or frozen. Correct any irregularities in the surface that result from Do not spread topsoil while it is frozen or muddy or when subgrade is SPREADING TOPSOIL the soil to a depth of at least 6 inches before spreading topsoil. the topsoil and subsoil. If no amendments have been incorporated, loosen by disking or scarifying to a depth of at least 4 inches, to ensure bonding of Roughening - Immediately prior to spreading the topsoil. loosen the subgrade Incorporate lime to a depth of at least 2 inches by disking. recommended by soil tests or specified for the seeding mixture to be used. soil is composed of heavy clays, incorporate agricultural limestone in amounts Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the approved plan and do not alter them by adding topsoil. Grading - Maintain grades on the areas to be topsoiled according to the such as diversions, berms, dikes, waterways, and sediment basins. Before spreading topsoil, establish erosion and sedimentation control practices SITE PREPARATION growth. must be stabilized with permanent vegetation to control erosion and weed Permanent vegetation - If stockpiles will not be used within 12 months they the latest NPDES rules. Temporary seeding - Protect topsoil stockpiles by temporarily seeding per Shoulders, Side Ditches, Slopes (3:1) Date Type Planting Rate Jun. 15-Aug. 15 (Nov. 1-Mar. 1) or Add Weeping Lovegrass or Add Hulled Common Bermudagrass Tall Fescue *** & Browntop Millet *** or Sorghum-Sudan Hybrids *** (unhulled-unscarified) & Tall Fescue Add Abruzzi Rye Sericea Lespedeza SEEDING SCHEDULE Date Type Aug. 15-Nov. 1 Nov. 1-Mar. 1 Mar. 1-Apr. 15 Mar. 1-Jun. 1 (Mar. 1-Jun. 30) (Mar. 1-Apr. 15) (Mar. 1-Jun. 30) Jun. 1-Sep. 1 Sep. 1-Mar. 1 Tall Fescue Tall Fescue Tall Fescue Tall Fescue Slopes (3;1 to 2:1) & Abruzzi Rye Hulled Common Bermudagrass & Browntop Millet *** or Sorghum-Sudan Hybrids *** Sericea Lespedeza (scarified) and Add Tall Fescue 25 lbs./acre 25 lbs./acre 12 lbs./acre 35 lbs./acre 30 lbs./acre 50 lbs./acre 5 lbs./acre 8 lbs./acre 35 lbs./acre 30 lbs./acre 70 lbs./acre Apr. 15-Jun. 15 1) 2) 4) 5) 6) 7) seeded and planted to a depth of six inches. After rough grading is completed, till soil in areas to be Seeding permanent grass. November 15. February 15 through May 15 or August 15 through 3.0 lbs. KY-31 tall fescue/1000 sq. ft. (130 lbs./acre) during -OR- sq. ft. during November 15 through February 15. 3.0 lbs. KY-31 tall fescue and 2.0 lbs. annual ryegrass/1000 of 3 inches. Mulch around shubbery and trees with pine straw to depth Temporary cover -OR- 1.0 lbs. brown top millet/1000 sq. ft. May through August 25. 1.0 lbs. annual ryegrass/1000 sq. ft. August 25 through April. Date surface is uniform and free of large dirt clods. Disk nutrients into soil to a depth of six inches until 1) 2) 3) 4) 5) 6) 7) SEEDING SPECIFICATIONS VEGETATIVE PLAN (NCDENR 6.11) GRASS-LINED CHANNELS (6.30) 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre at a rate of 450 gallons emulsion per acre of straw. of all drainage swales, tack mulch with asphalt emulsion surface equals or exceeds a 3:1 slope, and in the inverts sunlight to seedlings. On areas where the ground of ground surface should be visible to avoid blocking sq. ft. (2 tons/acre). Spread uniformly. Approximately• Mulch seeded area with small grain straw at 90 lbs/1000 combinations are possible. those which do well under local conditions: other seeding rate vegetation of denuded areas. The above vegetation rates are for additional information concerning other alternatives for Consult Conservation Engineer or Soil Conservation Service may be shaded out. grow over 12 inches in height before mowing, otherwise, fescue desired permanent vegetation. Do not allow temporary cover to *** Temporary - Reseed according to optimum season for SEEDING SPECIFICATIONS disturbed areas to be vegetated. Apply agricultural lime, fertilizer, and superphosphate to following erosion or other damage. fully adequate. Reseed, refertilize, and mulch immediately Maintenance Requirements: Refertilize if growth is not Sheet EC-13 for seed mix and plantings. NOTE: For Wetland, Buffer, see 40 lbs. 50% superphosphate/1000 sq. ft. (1750 lbs/acre) 35 lbs. 10-10-10 fertilizer/1000 sq. ft. (1500 lbs/acre) limestone/acre in clay soils or per soil test A minimum of 2 tons limestone/acre with 3 tons erosion protection for the channel. healthy, vigorous condition at all times, since it is the primary to maintain the designed carrying capacity. Keep the grass in a piping or scour holes. Remove all significant sediment accumulations outlet and all road crossings for bank stability and evidence of make repairs. It is particularly important to check the channel channel; check it after every heavy rainfall event. Immediately every rainfall. After grass is established, periodically check the During the establishment period, check grass-lined channels after MAINTENANCE withstand anticipated velocities during the establishment period. Protect the channel with mulch or a temporary liner sufficient to depend upon the severity of the conditions and selection of species. 4. The procedure used to establish grass in the channel will surface water may enter the channel freely. 3. Remove and properly dispose of all excess soil so that preparations and sod buildup. the channel perimeter to allow for bulking during seedbed dimensions shown on the plans plus a 0.2-ft overcut around 2. Excavate the channel and shape it to neat lines and material from the foundation area and dispose of properly. 1. Remove all trees, brush, stumps, and other objectionable CONSTRUCTION SPECIFICATIONS Sediment barriers - Use sediment fences or other barriers where necessary to retain sediment. the latest NPDES rules. areas where they will be used. All stockpile areas used shall be stabilized with silt fence and seeded per sites, respreading is easier and more economical when topsoil is stockpiled in small piles located near Select stockpile location to avoid slopes and natural drainageways, avoiding traffic routes. On large STOCKPILING other controls into place before stripping. generally varies along a gradient from hilltop to toe of the slope. Put sediment basins, diversions, and depth of stripping by taking soil cores at several locations within each area to be stripped. Topsoil depth by equipment. A 4 to 6-inch stripping depth is common, but depth varies depending on the site. Determine Strip topsoil only from those areas that will be disturbed by excavation, filling, roadbuilding, or compaction STRIPPING extremely light weight when dry. Organic soils such as mucks and peats do not make good topsoil. They can be identified by their excavated from deeper layers may be worth storing if it meets the other criteria listed above. Generally, the upper part of the soil, which is richest in organic matter, is most desirable; however, material excavation and spreading of topsoil. Soil factors such as rock fragments, slope, depth to water table, and layer thickness affect the ease of The depth of material meeting the above qualifications should be at least 2 inches. Sodium - sodium adsorption ratio should be less than 12. Soluble salts - should be less than 500 ppm. Acidity - pH should be greater than 3.6 before liming, and liming is required if it is less than 6.0. weight. Organic matter content - (sometimes referred to as "humic matter") should be greater than 1.5% by sand are fair. Do not use heavy clay and organic soils such as peat or muck as topsoil. Texture - loam, sandy loam, and silt loam are best; sandy clay loam, silty clay loam, clay loam, and loamy has the following characteristics: Determine whether the quality and quantity of available topsoil justifies selective handling. Quality topsoil MATERIALS CONSTRUCTION SPECIFICATIONS please contact NCDEQ Land Quality Section at (919) 791-4200 http://portal.ncdenr.org/web/lr/erosion. If you have questions or cannot access the form, The Self-Inspection Report form is available as a Word Document and PDF from at through the Mining Act. either through the Sedimentation Pollution Control Act as a one-use borrow site or they shall be considered separate land-disturbing activities and must be permitted activity and any related borrow or waste activity are not conducted by the same person, or is a landfill regulated by the Division of Waste Management. If the land-disturbing activity unless the borrow or waste activity is regulated under the Mining Act of 1971, activity, the related borrow or waste activity shall constitute part of the land-disturbing If the same person conducts the land-disturbing activity & any related borrow or waste established in accordance with NCGS 113A-54.1 and 15A NCAC 4B.0131. conducted after each phase of the project, and continue until permanent ground cover is sedimentation control measures according to the approved plan. The inspections must be The focus of the self-inspection report is the installation/maintenance of erosion and self-monitoring program of the NPDES Stormwater Permit for Construction Activities. October 1, 2010. The self-inspection program is separate from the weekly being followed. Rules detailing the documentation of these inspections took effect project to make sure that the approved erosion and sedimentation control plan is responsible for land-disturbing activities inspect a project after each phase of the The Sedimentation Pollution Control Act was amended in 2006 to require that persons management control. constructionactivities are needed, amend the sequence schedule in advance to maintain Follow the construction sequence throughout project development.When changes in MAINTENANCE notice of temrination (e-NOT). A $120 annual general permit fee will be charged until the e-NOT has been filled out. close out, via inspection report, the permittee shall visit https://www.deq.nc.gov/NCG01 to submit an electronic the permitee shall contact DEMLR to close out the E&SC Plan. After DEMLR informs the permittee of the project 15. When the project is complete, and permanent ground cover sufficient to restrain erosion has been established, any measures are removed. described in the maintenance and vegetative plan. Contractor must receive permission by project inspector before areas, and all other erosion control devices shall be removed, restored as existing, and permanently vegetated as 14. AFTER SITE IS STABILIZED, construction entrances, and construction staging and material area stockpile 13. Site includes approximately 2.03 acres of permanent vegetation area. 12. Estimated time before final stabilization is 14 months. will be made immediately. 11. All erosion and sediment control practices will be inspected weekly and after rainfall events. Needed repairs ground cover established and erosion control devices maintained. ceases for more than the above mentioned length of time, all disturbed areas shall have temporary vegetative stabilized within 7 days. All other areas and slopes shall be stabilized within 14 days. If work on the project In summary, perimeter dikes, swales, ditches, slopes steeper than 3:1, and high quality (HQW) zones should be Refer to the latest NPDES Rules dated August 2011 for more information on ground stabilization requirements. maintain a vigorous, dense, vegetative cover within 7 to 14 days or sooner of completion of any phase of grading. 10. All graded areas and bare soils will be seeded, fertilized and mulched according to NCDOT specifications to 9. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed and mulch. 8. Complete final grading for trail. maintenance or removal purposes. as needed. A silt bag shall be used for dewatering of sediment containment devices and trenches for placement around trail and outlets as necessary, place silt fence around all temporary crossings and culverts shown. Place additional erosion control matting and stabilize 2:1 slopes as indicated. Modify silt fence 7. In accordance with the erosion control plans, grade trail, install crosspipes, and place reinforced silt fence as returned to channel during culvert installation. 6. Any bypass pumping or dewatering is to be monitored 24/7 until work area is permanently stabilized and flow culvert or bridge installation needs necessitate their removal. 5. Vegetation along stream banks will be hand cut and removed. Root balls as well as stumps will be left until entrance, temporary stream crossings, and all other erosion control devices. 4. Prior to any land disturbing (including demolition) activities, install silt/tree protection fence, construction 3. Flag the work limits for protection. prior to commencing the land-disturbing activity using the aforementioned contact number. contact number is (919) 791-4200. In addition, contact the DEMLR Raleigh Regional Office at least 48 hours 2. Hold preconstruction conference at least one week prior to starting construction and invite NCDEMLR LQS LQS to schedule a preconstruction conference. 1. Notice of Intent (NOI) must be filed for and the Certificate of Coverage (COC) must be obtained before calling CONSTRUCTION SPECIFICATIONS 7. The Town of Wake Forest contact is Tim Watson. (919) 435-9510 purposes. 6. The Contractor shall use a silt bag for dewatering of sediment containment devices for moaintenance or removal 7 to 14 days or sooner following completion of construction or development. on ground stabilization requirements. Permanent ground cover is to be provided for all disturbed areas within completion of any phase of grading. Refer to the latest NPDES Rules dated August 2011 for more information 5. The Contractor shall provide ground cover on exposed slopes or other areas within 7 to 14 days or sooner of vegetative plan to maintain a vigorous, dense vegetative cover. 4. The Contractor shall fertilize, reseed as necessary, and mulch all seeded areas according to specifications in the will be repaired as necessary to maintain a barrier. 3. The Contractor shall remove sediment from behind silt fence when it becomes 0.5' deep at the fence. Silt fence 50% filled. Gravel will be cleaned or replaced when the sediment pools no longer drains properly. 2. The Contractor shall remove sediment from erosion control devices when storage capacity has been approximately sekf-inspection records will be kept on project is completed. 404 documents from DWR/USACOE, a copy of the NPDES permit with minimum of most recent 30 dats if week. The Contrractor shall maintain a copy of the approved E&SC plan with approval letter, copies of any 401/ onsite and inspections by the Contractor must be made and logged after every half inch of rainfall and once a System (NPDES) general stormwater permit, a rain gauge must be installed on site. The rain gauge must be kept by the Contractor to maintain all practices as designed. Also per National Pollutant Discharge Elimination runoff producing rainfall but in no case less than once every week. Any needed repairs will be made immediately 1. The Contractor shall check all erosion and sediment control practices for stability and operation following every Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ 0 1 1 3 1 1 0 7 0 _ e r o_ d t l s .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311060Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN EC-3 WARNING SIGN MIN. 12-1/2 GA. WIRES DIRECTED BY THE ENGINEER 8' MAX. VARIABLE AS ORANGE, UV RESISTANT, HIGH - TENSILE STRENGTH, GRADE OTHER PLANTS. MINIMUM OUTSIDE SHRUBS OR DRIPLINE OF TREES AND 1' LOCATED AT OR OUTSIDE 4. PROTECTIVE FENCING SHALL BE OR GRADING. BEGINNING ANY CONSTRUCTION PROTECTIVE FENCING PRIOR TO INSPECTION AND APPROVAL OF 3. CONTRACTOR SHALL CALL FOR GRADING ACTIVITY. ANY CONSTRUCTION OR FENCING PRIOR TO BEGINNING 2. CONTRACTOR SHALL INSTALL DETAIL. FENCING AS SHOWN IN THIS SHALL BE PROTECTED BY 1. ALL PLANTS TO BE SAVED NOTES: PLAN VIEW OF PROTECTIVE FENCING AROUND SINGLE TREE- EXPAND AS NECESSARY 3" 3" 4" 4" 4" PLAN VIEW 18" 40" LINE WIRES MIN. 10 GA. PLAN SYMBOL TREE PROTECTION FENCE NOT TO SCALE WARNING SIGN DETAILS TYPICAL) POLY BARRICADE FABRIC FRONT VIEW 40" WARNING SIGN DETAIL DO NOT ENTER TREE PROTECTION AREA3 " 4 " 3 " 4 " 4 " 18" VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX. GRADEWIRE FROM TOP INSTALLED TO SECOND SILT FENCE FABRIC WIRES INTERMEDIATE MIN. 12-1/2 GA.LINE WIRES MIN. 10 GA. TREE PROTECTION AREA DO NOT ENTER NOTES: CREDIT OF EXISTING TREES (UDO SECTION 7.2.7.E.) (UDO ARTICLE 9.1. TREE CONSERVATION) AND FOR FOR PROTECTION OF TREE CONSERVATION AREAS THIS TREE PROTECTION FENCE DETAIL IS REQUIRED 1.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 2.LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 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. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 3. 4. 5. 6. 7. 8. 9. 10. PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE). SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; WIRE TIES PLASTIC OR DO NOT DISTURB TREE CONSERVATION AREAS LIFE OF FENCING: 6-9 MONTHS MAINTENANCE: CLEAN OUT AT 50% CAPACITY ZONA DE PROTECCION DE ARBOLES CONSERVATION AREA FENCE DETAIL STANDARD TEMPORARY SILT TREE DETAILS EROSION CONTROL ABOVE TOP OF BOX TO A HEIGHT OF 12"-18" MIN. #57 WASHED STONE PLACED 3' 2' 16" 2' #57 STONE 2 1 METAL POST 2' CONSTRUCTION SPECIFICATIONS 1. As synthetic fabric, use a previous sheet of nylon, polyester, or ethylene yarn - extra strength (50 lb/1 inch minimum) - that contains ultraviolet ray inhibitors and stabilizers. Fabric should be sufficiently porous to provide adequate drainage of the temporary sediment pool. Burlap may be used for short-term applications. It must be replaced every 60 days. 2. Cut fabric from a continuous roll to eliminate joints. 3. For stakes, use 5-foot steel posts. 4. Space stakes evenly around the perimeter of the inlet a maximum of 4 ft apart, and securely drive them into the ground, approximately 24 inches deep. 5. Place a 2 foot flap of wire mesh under the gravel for anchoring. 6. Fasten fabric securely to the stakes and frame. Joints must be overlapped to the next stake. 7. The top of the frame and fabric must be well below the ground elevation downslope from the drop inlet to keep runoff from bypassing the inlet. It may be necessary to build a temporary dike on the down slope side of the structure to prevent bypass flow. Material from within the sediment pool may be used for diking. MAINTENANCE Inspect the fabric barrier after each rain and make repairs as needed. next rain. Take care not to damage or undercut the fabric during sediment removal. CLOTH ‚" HARDWARE HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6.51) "Sediment Control Stone." 8. #57 washed stone shall be paid for at the contract unit price per ton Remove sediment from the pool area as necessary to provide adequate storage volume for the POSTS 2'-0" IN GROUND STANDARDIZED METAL IN "L" SHAPE AS SHOWN EXTENDS 2 FEET ON GROUND GALVANIZED HARDWARE WIRE NOTE: USE TREE PROTECTION COMBINATION IN WOODS AND STREAM AREAS NOTED ON PLANS LINE WIRES MINIMUM 10 GAUGE SIDE VIEW FRONT VIEW DIRECTED BY ENGINEER ANCHOR SKIRT AS GRADE FILL SLOPE SILT FENCE FABRIC WOVEN WIRE FABRIC STEEL POST 3 2 " M IN . WIDTH VARIABLE AS DIRECTED BY THE ENGINEER WIRE FROM TOP INSTALLED TO SECOND SILT FENCE FABRIC INTERMEDIATE WIRES GAUGE 2 1MINIMUM 12 GRADE 8'-0" MAXIMUM 3 ' - 0 " 2 ' - 0 " 2 6 " * *AREAS OF CONCENTRATED FLOW. DOES NOT EXCEED 1/4 ACRE AND NEVER IN USE SILT FENCE ONLY WHEN DRAINAGE AREA :NOTE USE SILT FENCE OUTLET DETAIL FOR REPAIR OF SILT FENCE FAILURES * ** drainage area has been properly stabilized. bring the area to grade and stabilize it after the contributing Remove all fencing materials and unstable sediment deposits and Take care to avoid undermining the fence during cleanout. storage volume for the next rain and to reduce pressure on the fence. Remove sediment deposits as necessary to provide adequate 60 days. or become ineffective, replace it promptly. Replace burlap every Should the fabric of a sediment fence collapse, tear, decompose after each rainfall. Make any required repairs immediately. Inspect sediment fences and fence outlets at least once a week and MAINTENANCE 10. Do not attach filter fabric to existing trees. Thorough compaction ofthe backfill is critical to silt fence performance. 9. Backfill the trench with soil placed over the filter fabric and compact. 8. Place 12 inches ofthe fabric along the bottom and side ofthe trench. the proposed line ofposts and upslope from the barrier (Figure 6.62a). 7. Excavate a trench approximately 4 inches wide and 8 inches deep along plastic zip ties should have minimum 50 pound tensile strength. mesh support fence. Securely fasten the filter fabric directly to posts. Wire or 6. Extra strength filter fabric with 6 feet post spacing does not require wire 24 inches. apart. Support posts should be driven securely into the ground a minimum of 5. When a wire mesh support fence is used, space posts a maximum of 8 feet strength. the fence post. Wire or plastic zip ties should have minimum 50 pound tensile the trench. Fasten the wire reinforcement, then fabric on the upslope side of upslope side of the posts. Extend the wire mesh support to the bottom of 4. Support standard strength filter fabric by wire mesh fastened securely to cloth only at a support post with 4 feet minimum overlap to the next post. barrier to avoid joints. When joints are necessary, securely fasten the filter 3. Construct the filter fabric from a continuous roll cut to the length of the sufficient to cause failure ofthe structure.) above the ground surface. (Higher fences may impound volumes of water 2. Ensure that the height of the sediment fence does not exceed 24 inches synthetic filter fabrics. 1. Construct the sediment barrier of standard strength or extra strength CONSTRUCTION minimum l4 gauge and a maximum mesh spacing of 6 inches. 3. For reinforcement of standard strength ?lter fabric, use wire fence with a projections to facilitate fastening the fabric. steel with a minimum length of 5 feet. Make sure that steel posts have 2. Ensure that posts for sediment fences are 1.25 lb/linear ft minimum temperature range of 0 to 120° F. to provide a minimum of 6 months of expected usable construction life at a Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers the requirements in ASTM D 6461, which is shown in part in Table 6.62b. polyester, which is certified by the manufacturer or supplier as conforming to 1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or CONSTRUCTION SPECIFICATIONS STANDARD TEMPORARY SILT FENCE VERTICALLY AND 4" HORIZONTALLY. BE TRENCHED IN, AT A MINIMUM, 8" MANUAL FIGURE 6.62A (6.62.5) SKIRT MUST SEDIMENT CONTROL PLANNING AND DESIGN REQUIREMENTS, PER NCDENR EROSION AND ANCHOR SKIRT FOLLOWING SKIRT TRENCH SKIRT, ANCHORED 4" 8" MINIMUM COVER OVER SIDE VIEW DIRECTED BY ENGINEER ANCHOR SKIRT AS GRADE FILL SLOPE SILT FENCE FABRIC WOVEN WIRE FABRIC STEEL POST 3 2 " M IN . W IDTH 3 ' - 0 " 2 ' - 0 " 2 6 " * SKIRT, ANCHORED 4" 8" MINIMUM COVER OVER * PLANT CANOPY, DRIPLINE LIMIT OF CANOPY, DRIPLINE 6' STEEL T POST (FACTORY PAINTED) ORANGE, UV RESISTANT, HIGH-TENSILE STRENGTH, POLY BARRICADE FABRIC (TYPICAL) EXISTING PLANT NO ENTRE SIGNS TO BE IN ENGLISH AND SPANISH. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. ADDITIONAL SIGNS MAY BE REQUIRED BY THE TOWNE OR NCDEMLR BASED ON ACTUAL FIELD CONDITIONS. SIGNS SHALL BE INCIDENTAL TO THE FENCE. 11. 12. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. 13. REPLACE IT PROMPTLY. FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, IMMEDIATELY. SHOULD THE FABRIC OF A TREE PROTECTION AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS INSPECT TREE PROTECTION FENCES AT LEAST ONCE A WEEK MAINTENANCE: Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ 0 1 1 3 1 1 0 7 0 _ e r o_ d t l s .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311060Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN EC-4 DETAILS EROSION CONTROL SIDE VIEW FRONT VIEW HARDWARE CLOTH WIRE FENCE STEEL FENCE POST GRADE THE TRENCH AND SILT FENCE FABRIC 6 INCHES INTO BURY WIRE FENCE, HARDWARE CLOTH, :NOTE GRADE 18" FABRIC SILT FENCE WIRE FENCEMAXIMUM 2 FEET APART STEEL FENCE POST SET # 57 WASHED STONE FILTER OF 1 INCH DIAMETER PLAN VIEW # 57 WASHED STONE FILTER OF 1 INCH DIAMETER STEEL FENCE POST ON WIRE FENCE SILT FENCE FABRIC ON WIRE FENCE HARDWARE CLOTH HARDWARE CLOTH HARDWARE CLOTH BY 12 INCHES SILT FENCE FABRIC TO OVERLAP :NOTE FLOW DIRECTION F LO W F LO W F LO W INCHES 12 OVERLAP INCHES 12 OVERLAP 6" AS A REPAIR OF SILT FENCE FAILURES. ACRE AND THERE IS A LOW AREA. USE DRAINAGE AREA DOES NOT EXCEED 1/4 1.USE SILT FENCE OUTLETS ONLY WHEN :NOTE TON "SEDIMENT CONTROL STONE." FOR AT THE CONTRACT UNIT PRICE PER 2. #57 WASHED STONE SHALL BE PAID SILT FENCE OUTLET SPECIAL SEDIMENT CONTROL FENCE/ INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. MAINTAIN THE STONE PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, MAINTENANCE: OF SEDIMENT. PROVIDE A SUFFICIENT QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING CONSTRUCTION.43INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE. REPLACE BAG WEN MAINTENANCE: IF PALLETS ARE TO BE USED IN LIEU OF STONE UNDER SILT BAGS, THEY MUST BE NEW, CLEAN, UN-USED PALLETS. NOTE: ROADWAY/GREENWAY EMBANKMENTS EXCEPT WHERE OTHEREWISE DIRECTED. DISPOSE OF MATERIALS, WHICH ARE NOT USED IN THE CONSTRUCTION OF ROADWAY EMBANKMENTS IN WASTE AREAS. AS NEEDED. CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT ACCUMULATIONS AT THE WATTLES TO MAINTAIN EFFECTIVENESS. USE ALL EXCAVATED MATERIALS IN THE CONSTRUCTION OF CONTRACTOR SHALL MAINTAIN THE WATTLES UNTIL THE PROJECT IS ACCEPTED OR UNTIL THE WATTLES ARE REMOVED. CONTRACTOR SHALL PLACE WATTLES AS SHOW ON PLANS AND ADD MAINTENANCE:FOR MAINTENANCE INSTRUCTIONS. SEE STANDARD TEMPORARY SILT FENCE DETAIL MAINTENANCE: Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ 0 1 1 3 1 1 0 7 0 _ e r o_ d t l s .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311060Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN EC-5 DETAILS EROSION CONTROL MUD MAT EQUI P M ENT CON TRACTOR US ES LE NG TH OF CON S TRUCTI ON VEHICLE/ ISOMETRIC VIEW MANUFACTURE SPECIFICATION MAT OVERLAP PER 25' MIN CON S TRUCTION ENTRAN CE 25' MIN CONS TRUCTION ENTRAN CE (6" MIN) RAILING (6" MIN) RAILING (6" MIN DEPTH) AGGREGATE COARSE 2" TO 3" ITEM. INCIDENTAL TO THE MUD MAT PAY APPROACHES TO MUD MAT SHALL BE 6. CONSTRUCTION ENTRANCE MAT FOR APPROVAL. 5. CONTRACTOR MAY SUBMIT ALTERNATE MUD DETERMINED BY THE ENGINEER. MINIMIZE IMPACTS OR 4. NUMBER AND LOCATION OF MUD MATS TO THE CONTRACTOR. TIMELY MAINTENANCE MUST BE PROVIDED BY FREQUENT CHECKS OF THE DEVICE AND BOARDWALK CONSTRUCTION. LIMIT IMPACTS FOR BRIDGE AND UTILIZED IN WETLAND AREAS TO 3. MUD MAT(S) SHALL BE OR DIRECT FLOW OF MUD INTO WETLAND. CONDITION WHICH WILL PREVENT TRACKING 2. MAINTENANCE: MUST BE MAINTAINED IN A CONSTRUCTION VEHICLES. PROVIDE FOR UTILIZATION BY ALL 1. MUD MAT(S) SHOULD BE LOCATED TO NOTES: EQUIPMENT CONTRACTOR USES WIDTH OF CONSTRUCTION VEHICLE/ MUD MAT DETAIL A A T H T SLOPE 1•:1 OR FLATTER La With No Defined Channel Pipe Outlet To Flat Area Pipe Outlet to Well-Defined Channel Plan Section A-A W2 = Do +La W1 = 3Do Filter Fabric A A La Section A-A W1 = 3Do Filter Fabric W2 = Do + 0.4La Tailwater > 0.5 Do Tailwater < 0.5 Do H = Rip Rap to Top of Pipe (Max. H = D + T) make all needed repairs to prevent further damage. below the riprap has taken place or if stones have been dislodged. Immediately Inspect riprap outlet structures after heavy rains to see if any erosion around or MAINTENANCE 9. Immediately after construction, stabilize all disturbed areas with vegetation. the upper section of the apron. straight throughout its length. If a curve is needed to fit site conditions, place it in 8. Ensure that the apron is properly aligned with the receiving stream and preferably riprap at the downstream end level with the receiving area or slightly below it. 7. Construct the apron on zero grade with no overfall at the end. Make the top of the highly weather-resistant and well graded. 6. Riprap may be field stone or rough quarry stone. It should be hard, angular, 5. The minimum thickness of the riprap should be 1.5 times the maximum stone diameter. 4. Riprap may be placed by equipment, but take care to avoid damaging the filter. overlap a minimum of 1 foot. If damage is extensive, replace the entire filter cloth. placing another piece of filter cloth over the damaged area. All connecting joints should punching or tearing during installation. Repair any damage by removing the riprap and 3. Filter cloth, when used, must meet design requirements and be properly protected from 2. The riprap and gravel filter must conform to the specified grading limits shown on the plans. riprap thickness. material. Low areas in the subgrade on undisturbed soil may also be filled by increasing the in the plan. Compact any fill required in the subgrade to the density of the surrounding undisturbed 1. Ensure that the subgrade for the filter and riprap follows the required lines and grades shown CONSTRUCTION SPECIFICATIONS DETAIL A DETAIL B OUTLET STABILIZATION STRUCTURE DETAIL T= 1.5*Dmax , Unless Otherwise Shown On Plans TOP WITH WIRE. ADJACENTLY AND BIND AT PLACE POSTS (STAKES) SHEET FLOW SHEET FLOW J-HOOK J-HOOK SILT FENCE J-HOOK PLACEMENT FABRIC CONTINUOUS FENCE (AS NEEDED) 40-80' SPACING PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCE. TO DIRECT RUN-OFF TO SILT FENCE OUTLETS AND NOTE: USE SILT FENCE J-HOOK PLACEMENT AS NEEDED METAL STAKE J-HOOK DETAIL SILT FENCE MAINTENANCE REQUIRMENTS. NOTE: PLEASE REFER TO SILT FENCE DETAIL FOR Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ 0 1 1 3 1 1 0 7 0 _ e r o_ d t l s .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311060Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN DETAILS EROSION CONTROL overlap 18" and overlapping. Join strips by anchoring overlap 18" and overlapping. Join strips by anchoring direction of flow and over the protective mulch. In channels, roll out strips of netting parallel to the direction of flow and over the protective mulch. In channels, roll out strips of netting parallel to the VARIOUS MULCH AND NET CONSTRUCTION SPECIFICATIONS applied. Installation is illustrated below. provide cover of at least 30% of the surface where it is blanket-type product used as a protective mulch should accordance with manufacturer's instructions. Any mat or Products designed to control erosion should be installed in INSTALLATION OF NETTING AND MATTING as necessary until ground cover is established. reseed and reinstall mulch. Monitor and repair mats and liners apply additional mulch. If washout occurs, repair the clope grade, fixed and eroded area protected. Where erosion is observed, occurs due to poorly controlled drainage, the problem shall be contact with the ground shall be repaired and stapled. If erosion ares of the nets and mats that are damaged or not in close and erosion must not occur beneath the nets and mats. Any immediately. Good contact with the ground must be maintained, significant (1/2 inch or greater) rain fall event repair Inspect all mulches, nets, and mats at least weekly and after each MAINTENANCE such as straw. they are usually used in conjunction with an organic mulch benefits and only limited erosion protection. Therefore, Nets alone generally provide little moisture conservation NETS AND MATS along the length of the channel. of 5 inches at the upgrade end and at intervals of 50 ft As an option to staking, the roving can be buried to a depth randomly throughout its width, but not more than 10 ft apart. intervals no greater than 10 ft along the drainageway, and undermining. It may be secured with stakes placed at the roving mat must be further anchored to prevent As a channel lining, and at other sites of concentrated flow, application, at a rate of 450 gallons per acre. 0.35 lb/sq yd. Anchor with asphalt immediately after Spread roving uniformly over the area at a rate of 0.25 to straw mulch, but must still be tacked with asphalt. fibers as it contacts the soil surface. It is often used over a compressed air ejector. Roving expands into a mat or glass it can be continuously withdrawn from the center using a Synthetic roving is wound into a cylindrical package so that control matting or equivalent product approved by engineer. Use North American Green PS 300 permanent erosion SYNTHETIC ROVING CONSTRUCTION SPECIFICATIONS matting in firm contact with the soil and staple securely. erodible soils, and during all times of the year. Place the considered protective mulches and may be used alone, on Mats, including "excelsior" (wood fiber) blankets, are sprayed on top of an installed net. always be installed over the mulch. Wood fiber may be Except when wood fiber slurry is used, netting should the soil but without wrinkles-do not stretch. and unroll it down the grade. Allow netting to lay loosely on 2. Start laying the net from the top of the channel or slope afterward. before installing the net and fertilizer and seed sprayed on mat. If open-weave netting is used, lime may be incorporated 1. Apply lime, fertilizer and seed before laying the net or slot. shown below, and staple every 12 inches just below the anchor new net. Overlap the end of the previous roll 18 inches, as 4. To join two strips, cut a trench to anchor the end of the when applying staples. be stapled down the center, every 3 ft. Do not stretch the net inches and stapled together. Each strip of netting should also laid side by side, the adjacent edges should be overlapped 3 3 ft around the edges and bottom. Where 2 strips of net are Staple the net every 12 inches across the top end and every no less than 6 inches deep, cover with soil, and tamp firmly. 3. To secure the net, bury the upslope end in a slot or trench TEMPORARY LINERS 5. Monitor and repair the RECP as necessary until ground cover is established. and the eroded area protected. 4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed shall be repaired and stapled. 3. Any areas of the RECP that are damaged or not in close contact with the ground beneath the RECP. 2. Good contact with the ground must be maintained, and erosion must not occur signifcant (1/2 inch or greater) rain fall event repair immediately. 1. Inspect Rolled Erosion Control Products (RECP) at least weekly and after each MAINTENANCE: GEOTEXTILE BAG BLOCK (TYP) RUBBER 2"X2"X3/4" SACK INSTALLED FILTER PROFILE VIEW OF PERMITTIVITY FLOW RATE APPARENT OPENING SIZE UV RESISTANCE TRAPEZOID TEAR MULLEN BURST PUNCTURE GRAB TENSILE ELONGATION GRAB TENSILE STRENGTH PROPERTIES TEST METHOD UNITS PERMITTIVITY FLOW RATE APPARENT OPENING SIZE UV RESISTANCE TRAPEZOID TEAR MULLEN BURST PUNCTURE GRAB TENSILE ELONGATION GRAB TENSILE STRENGTH PROPERTIES TEST METHOD UNITS LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE RESTRAINT EXPANSION ROPE COLORED NYLON 1/4" BRIGHTLY ELEVATION VIEW RESTRAINT NYLON ROPE EXPANSION 1/4" BRIGHTLY COLORED (SEE DETAIL) PROTECTION FILTER SACK INLET non-degradable materials. with ultraviolet stabilizers or a seamless, high-density polyethylene of seamless, high-density polyethylene photodegradable materials treated leaf mulch under this specification. Utilize an outer netting that consists netting material. Do not use straw, straw fiber, straw bales, pine needles or fibers or hardwood mulch or a mix of these materials enclosed by a flexible Composed of compacted geotextiles, curled excelsior wood, natural coconut Produced by a Manufacturer experienced in sediment tube manufacturing. Use inlet tubes that exhibit the following properties: Materials Inlet Tubes ISOMETRIC VIEW DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION. NOTE: USE INLET TUBES AS NEEDED TO PREVENT SILT AND (OPTIONAL) OVERFLOW HOLES LOCATION. COLLECTION SEDIMENT SACK AT A TO EMPTY FILTER REBAR FOR A HANDLE 1" REBAR. USE LOOPS SIZED FOR FOR HANDLES. INLET USING REBAR FILTER BAG FROM 1" REBAR. LIFT LOOPS SIZED FOR ASTM D-4491 ASTM D-4491 ASTM D-4751 ASTM D-4355 ASTM D-4533 ASTM D-3786 ASTM D-4833 ASTM D-4632 ASTM D-4632 0.55 SEC -1 40 GAL/MIN/SQ FT 40 US SIEVE 80 % 120 LBS 800 PSI 120 LBS 20 % 300 LBS ASTM D-4491 ASTM D-4491 ASTM D-4751 ASTM D-4355 ASTM D-4533 ASTM D-3786 ASTM D-4833 ASTM D-4632 ASTM D-4632 1.5 SEC -1 200 GAL/MIN/SQ FT 20 US SIEVE 90 % 45 LBS 420 PSI 135 LBS 20 % 265 LBS SURFACE. OR UNDER SURROUNDING SECURE LIFTING LOOPS TO INLET GRATE INLET BOX. MATCH THE INSIDE LENGTH OF THE GRATED THE LENGTH, "L", OF THE FILTER SACK WILL 7. BE BETWEEN 18 INCHES AND 36 INCHES. THE DEPTH, "D", OF THE FILTER SACK WILL 6. INLET BOX. MATCH THE INSIDE WIDTH OF THE GRATED THE WIDTH, "W", OF THE FILTER SACK WILL 5. INSPECT PER REGULATORY REQUIREMENTS.4. CONCERN. PURCHASED WHEN OIL SPILLS ARE A AN OIL ADSORBENT PAD OR PILLOW CAN BE 3. SPECIFICATIONS TABLE. EXCEEDS REQUIREMENTS IN THE POLYPROPYLENE FABRIC THAT MEETS OR GEOTEXTILE WILL BE A WOVEN 2. SEEN. EXPANSION RESTRAINT CAN NO LONGER BE EMPTY FILTER SACK WHEN BRIGHTLY COLORED 1. Inspector or Manufacturer's Representative at the contractor's expense. Replace inlet tubes damaged during installation as directed by the Inlet tubes may be temporarily moved during construction as needed. Inspection and Maintenance: underlying surface and the inlet tube. Install inlet tubes lying flat on the ground, with no gaps between the :Installation NOT TO SCALE TUBE SEDIMENT WEIGHTED GUTTER PIPE (IF NEEDED) OR SILT FENCE SEDIMENT TUBE EC-6 SPECIAL INLET PROTECTION (FABRIC INSERT INLET PROTECTION) Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ 0 1 1 3 1 1 0 7 0 _ e r o_ d t l s .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311060Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PLAN STREAM CHANNEL FLOW ELEVATION FILTER FABRIC COARSE AGGREGATE TOP OF BANK 25' MIN. TOP OF BANK 25' MIN. EARTH FILL COVERED BYCOARSE AGGREGATE 6" DEEP (#57) EARTH FILL COVERED BY TEMPORARY STREAM CROSSING (NCDENR 6.70) SURGE STONE CLASS B RIPRAP OR SURGE STONE CLASS B RIPRAP OR CAPACITY OF PIPE CULVERTS= SEE PLANS BANK FULL FLOW AT PIPE OUTLET CLASS 'B' RIP RAP 12" MINIMUM scour, riprap displacement, or piping. Make all repairs immediately to prevent further damage to the installation. Inspect temporary stream crossings after runoff-producing rains to check for blockage in channel, erosion of abutments, channel MAINTENANCE 9. Impervious dikes and bypass pumping will be considered incidental to this item. 8. Any in-stream control measures must be removed upon stabilization of the area. cross-section, and smooth and appropriately stabilize all disturbed areas. 7. Remove temporary stream crossings immediately when they are no longer needed. Restore the stream channel to its original pumping operation. If this method is used, contractor is to diffuse flow of pump outlet. the crossing, fill, compact, and stabilize the bypass channel appropriately. Or contractor may use impervious dikes and bypass 6. Ensure that bypass channels necessary to dewater the crossing site are stable before diverting the stream. Upon completion of design velocity exceeds the allowable for the in-place soil. 5. Stabilize all disturbed areas subject to flowing water, including planned overflow areas, with riprap or other suitable means if flows to pass around the structure. culvert fills a minimum of 1 foot above the adjoining approach sections to prevent erosion from surface runoff and to allow flood 4. Align road approaches with the center line of the crossing for a minimum distance of 30 feet. Raise bridge abutments and 3. Keep stream crossing at right angles to the stream flow. 2. Divert all surface water from the construction site onto undisturbed areas adjoining the stream. 1. Keep clearing and excavation of the stream banks and bed and approach sections to a minimum. CONSTRUCTION SPECIFICATIONS AND SEQUENCE EC-7 DETAILS EROSION CONTROL Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ 0 1 1 3 1 1 0 7 0 _ e r o_ d t l s .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311060Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARK CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN DETAILS EROSION CONTROL EC-8 NOTE: DETAIL PROVIDED BY NCDEQ AND APPLIES TO THE PROJECT Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9 / 17 / 2 0 2 4 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ 0 1 1 3 1 1 0 7 0 _ e r o_ d t l s .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011311060Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 NOT TO SCALE SP-24-01 GREENWAY H.L. MILLER PARK CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ E r o s io n C on t r ol\ 0 1 1 3 1 1 0 7 0 _ e r o_ d t l s .d g n DETAILS EROSION CONTROL EC-9 NOTE: DETAIL PROVIDED BY NCDEQ AND APPLIES TO THE PROJECT Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ S ig n in g a n d D e li n e a t i on \ D e s ig n \ S he e t s \ H L Mil l e r P a r k _ r d y _ p s p _ 1 A.d g n PROJECT: SHEET NUMBER:JOB NUMBER: HORIZ 9 / 17 / 2 0 2 4 011311060 SIGNING PLANS PAVEMENT MARKING AND REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 20 400 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PS-1 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 72 " CON C B IR D H O U S E S S S S S VA R . S T O N E WAL L WA L L B L O C K VA R . S BENCHES S S SS S B IN WA S T E D O G C A N T R A S H S S S S S S S S S S S S S S S S B O L L A R D H H H H HH IN V =3 4 8 .7 7 ' IN V = 3 4 8 .5 6 ' R C P 3 0 " C O N C. CONC. G R A V E L GRAVEL CON C. CON C. GRAVEL E V C HA R G E R B R I C K BRICK BRICK BR IC K BR ICK H H CONC. CAMERA W/ F E S VAR. WOOD WALL CON C . CON C. R OC K S C ON C. 72 " CONC . 72" CONC. 72" CONC. 72" C O N C. 10 ' CON C. 10' C ON C. CON C. 60 " CON C. 60 " CON C. 3 0 " C&G 30" C&G 30" C&G 30" C&G 30 " C&G 24" C&G 24 " C& G 24" C&G 30 " C& G 30 " C&G 30" C&G 30 " C&G 30 " C&G B E N C H PO L IC E D EPA R TM EN T 1 ST O R Y A TM CON C . S 24" C&G CAMERA S K:\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ S ig n in g a n d D e li n e a t i on \ D e s ig n \ S he e t s \ H L Mil l e r P a r k _ r d y _ p s p .d g n PROJECT: SHEET NUMBER:JOB NUMBER: HORIZ 9 / 17 / 2 0 2 4 011311060 SIGNING PLANS PAVEMENT MARKING AND REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2023 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 20 400 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OIN OCRA MA CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING PLANNING ISSUED. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PS-2 INFORMATION (I1)· RULES & REGULATIONS (R1)· TWO-POST SIGN STOP SIGN (G1)· WARNING SIGN (W1)· SINGLE-POST SIGN (ONE-SIDED) STOP & NO MOTOR VEHICLES SIGN (G1 & G2)· EMERGENCY SIGN (EM1)· WARNING SIGN (W1)· SINGLE-POST SIGN (TWO-SIDED) SYMBOL LEGEND WAYFINDING SIGNAGE SYMBOL DESCRIPTION PAVEMENT MARKING LINES & SYMBOLS T11 - YELLOW SINGLE CENTER (4", 90 MIL) A. ERECT NEW SIGN ON DECORATIVE POST PER TOWN. PAY ITEM NOTES (SIGNING): D 5.0' CL BOLLARD HINGED 3.0' D D MIN. 10 '1'1' BOLLARD D0.5'0.5'5.0' VARIES VARIES BOLLARD FIXED BOLLARD FIXED TYPICAL BOLLARD PLACEMENT DETAIL TYPICAL BOLLARD MARKINGS DETAIL D DDD BY PEDESTRIAN RAILING OR FENCING. WILL NOT BE REQUIRED WHERE MOTOR VEHICLE ACCESS IS PREVENTED 4. REFER TO PLANS FOR LOCATIONS OF WOOD BOLLARDS. WOOD BOLLARDS 3. BOLLARD AND SIGNS TO BE INSTALLED BY THE CONTRACTOR. OF 5 FEET. 2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM 1. BOLLARD POSTS AT INTERSECTIONS TO BE REFLECTORIZED. BOLLARD NOTES: BOLLARD DETAILS NOT TO SCALE NOT TO SCALE PH PARKS & GREENWAYS WAYFINDING WORKBOOK -202 4. ALL SIGNS TO BE INSTALLED PER REQUIREMENTS SHOWN IN THE WAKE FOREST SIDEWALK AMENITIES DO NOT CONFLICT WITH POST OR VISIBILITY OF SIGN. 3. ADJUST SIGNS TO ENSURE NEW/EXISTING POLES, LIGHTS, TREES, AND DIRECTED BY TOWN. 2. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC ON GREENWAY AS NOTED ON PLANS. SIGNING AND PAVEMENT MARKING NOTES: HARDSCAPE AMENITIES PET WASTE STATION SEE DETAIL SHEET CD-4 TRASH/RECYCLE RECEPTABLE SEE DETAIL SHEET CD-4 BACKLESS BENCH SEE DETAIL SHEET CD-4 BACKED BENCH SEE DETAIL SHEET CD-4 T11 T11 REGULATIONS AND RULES REGU LA TION S AN D RU LE S S.A.10 V EH IC LE S M O TO R NO S TO P S.A.2 S.A.11 -L- STA 20+03 RT 15+00 20+00 10 + 0 0 VEHICLESMOTORNO STOP -L- STA 17+10 RT VEHICLES MOTOR NO STOP -L- STA 10+07 LT S.A.7 S.A.1 REMOVEREMOVE REMOVE REMOVE REMOVE REMOVE S.A.4 S.A.3 S.A.8 S.A.9 12" X 9" W8-10p 18" X 18" W8-10 SLIPPERYWHEN W ET 12" X 9" W8-10p SLIP P E RY WHEN WET 18" X 18" W8-10 12" X 9" W8-10p S LIP P E R Y WH E N WE T 18" X 18" W8-10 S.A.6 S.A.5 12" X 9" W8-10p SLIPPERY WHEN WET 18" X 18" W8-10 -L- STA 14+50 RT -L- STA 15+80 LT -L- STA 17+40 RT -L- STA 19+94 LT 15 + 00 T11 REMOVE Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 PROPOSED LOG J-HOOK (SEE SHEET ST-07, DETAIL 2) 10+00 PROPOSED STREAM BANKFULL BENCH (BACK) PROPOSED STREAM BANKFULL PROPOSED STREAM CENTERLINE PROPOSED STREAM TOE PROPOSED CONSTRUCTED RIFFLE(SEE SHEET ST-06, DETAIL 2) PROPOSED ROCK CROSS VANE (SEE SHEET ST-06, DETAIL 1) PROPOSED TOE WOOD (SEE SHEET ST-07, DETAIL 3) PROPOSED ROCK TOE PROTECTION (SEE SHEET ST-07, DETAIL 4) PROPOSED ROCK STEP POOL (SEE SHEET ST-06, DETAIL 3) PROPOSED BOULDER TOE PROTECTION(SEE SHEET ST-07, DETAIL 1) PROPOSED ROCK AND ROLL RIFFLE(SEE SHEET ST-08, DETAIL 3) PROPOSED POCKET WETLAND (SEE SHEET ST-05) PROPOSED ROCK CROSS VANE (SEE SHEET ST-06, DETAIL 1) PROPOSED LOG J-HOOK (SEE SHEET ST-07, DETAIL 2) PROPOSED ROCK STEP POOL(SEE SHEET ST-06, DETAIL 3) PROPOSED ROCK AND ROLL RIFFLE (SEE SHEET ST-08, DETAIL 3) ZONE A - STREAM BANK PLANTINGS ZONE B - FLOODPLAIN BENCH PLANTINGS ZONE C - RIPARIAN PLANTINGS ZONE D - WETLAND PLANTINGS ZONE E - UPLAND PLANTINGS PROPOSED TUCK BEHIND ROCK STEPS(SEE SHEET ST-10, DETAIL 1) KEY SHEET ST-01 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING SYMBOLS H.L. MILLER PARK GREENWAY STREAM RESTORATION SP-24-01 Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 TYPICAL PLAN VIEW SCHEMATIC MEANDERING POOL MEANDERING POOL STRAIGHT POOL RIFFLE TYPICAL PROFILE OF RIFFLE/POOL SEQUENCE POOL RIFFLERUNGLIDE TYPICAL SECTIONS ST-02 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 POOL ON BEND CROSS SECTION RIFFLE CROSS SECTION STRAIGHT POOL CROSS SECTION TYPICAL SECTIONS ST-03 REACH 1 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NOT TO SCALE STA 10+50 TO STA 11+00 Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 RIFFLE CROSS SECTION STRAIGHT POOL CROSS SECTION POOL ON BEND CROSS SECTION TYPICAL SECTIONS ST-04 REACH 2 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING STA 11+00 TO STA 17+14 NOT TO SCALE Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 CROSS SECTION STRAIGHT POOL CROSS SECTION PLAN SECTION A-A POCKET WETLAND TYPICAL SECTIONS ST-05 REACH 3 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING STA 20+00 TO STA 22+86 NOT TO SCALE Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 A A DESIGN VARIABLES NOTES: STREAM DETAILS ST-06 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NOT TO SCALE Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 STREAM DETAILS ST-07 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NOT TO SCALE Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 STREAM DETAILS ST-08 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NOT TO SCALE Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 PLAN VIEW SIDE VIEW SEQUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA STABILIZED OUTLET A A SECTION A-A PLAN PLAN VIEW FRONT ELEVATION EXAMPLE OF STREAM DIVERSION OPERATION STREAM DIVERSION AND PUMP AROUND GENERAL NOTES GEOTEXTILE DEWATER DIRT BAG GENERAL NOTES PLAN VIEW A A SECTION A-A EXAMPLE OF WATER FILLED COFFER DAMC SIDE ELEVATION COFFER DAM GENERAL NOTES GEOTEXTILE DEWATERING DIRT BAGD ENERGY DISSIPATOR PUMP OUTLETB IMPERVIOUS DIKEA D B A C D A C STREAM DETAILS ST-09 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NOT TO SCALE Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 STREAM DETAILS ST-10 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NOT TO SCALE Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 PROPOSED LOG J-HOOK (SEE SHEET ST-07, DETAIL 2) 10+00 PROPOSED STREAM BANKFULL BENCH (BACK) PROPOSED STREAM BANKFULL PROPOSED STREAM CENTERLINE PROPOSED STREAM TOE PROPOSED CONSTRUCTED RIFFLE (SEE SHEET ST-06, DETAIL 2) PROPOSED ROCK CROSS VANE (SEE SHEET ST-06, DETAIL 1) PROPOSED TOE WOOD (SEE SHEET ST-07, DETAIL 3) PROPOSED ROCK TOE PROTECTION(SEE SHEET ST-07, DETAIL 4) PROPOSED ROCK STEP POOL (SEE SHEET ST-06, DETAIL 3) PROPOSED BOULDER TOE PROTECTION (SEE SHEET ST-07, DETAIL 1) PROPOSED ROCK AND ROLL RIFFLE (SEE SHEET ST-08, DETAIL 3) PROPOSED POCKET WETLAND (SEE SHEET ST-05) PROPOSED ROCK CROSS VANE(SEE SHEET ST-06, DETAIL 1) PROPOSED LOG J-HOOK (SEE SHEET ST-07, DETAIL 2) PROPOSED ROCK STEP POOL(SEE SHEET ST-06, DETAIL 3) PROPOSED ROCK AND ROLL RIFFLE (SEE SHEET ST-08, DETAIL 3) PROPOSED TUCK BEHIND ROCK STEPS(SEE SHEET ST-10, DETAIL 1) PLAN & PROFILE ST-11 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING LEGEND NO R T H M A T C H L I N E S T A : 1 4 + 0 0 , S E E S H E E T S T - 1 2 BEGIN STREAM RESTORATION STA 10+50 ROCK CROSS VANE (TYP.) CONSTRUCTED RIFFLE (TYP.) ROCK TOE PROTECTION (TYP.) LOG J-HOOK (TYP.) BOULDER TOE PROTECTION (TYP.) TOE WOOD PROTECTION (TYP.) ROCK AND ROLL RIFFLE (TYP.) PROPOSED TRAIL EXISTING GROUND AT PROPOSED CENTERLINE EXISTING THALWEG TUCK BEHIND ROCK STEPS SEE SHEET ST-10 DETAIL 1 MATCHLINE SEE SHEET ST-13 EXISTING 100-YEAR FLOODPLAIN PROPOSED BANKFULL ELEVATION SEE SHEET ST-13 FOR PLAN AND PROFILE NOTES:1) LOG STRUCTURES MAY REPLACE BOULDER STRUCTURES, ASAPPROVED BY ENGINEER. MAY USE ON SITE MATERIAL AS LONG ASLOGS MEET SPECIFICATIONS AND DETAILS2) CHANNEL WORK MUST BE COMPLETED "IN THE DRY". TOCONSTRUCT STRUCTURES IN THE CHANNEL, FLOW TO BE DIVERTEDAROUND WORK AREA AND SILT CURTAINS INSTALLED DOWNSTREAMTO REDUCE SEDIMENT ENTERING DOWNSTREAM CHANNEL.STRUCTURE MAY BE BUILT IN SECTIONS TO WORK "IN THE DRY" WITHSTREAM DIVERSION INSTALLATION.3) SEE PLANTING NOTES AND DETAILS FOR LOCATION OF COIRMATTING INSTALLATION. Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 PROPOSED LOG J-HOOK (SEE SHEET ST-07, DETAIL 2) 10+00 PROPOSED STREAM BANKFULL BENCH (BACK) PROPOSED STREAM BANKFULL PROPOSED STREAM CENTERLINE PROPOSED STREAM TOE PROPOSED CONSTRUCTED RIFFLE (SEE SHEET ST-06, DETAIL 2) PROPOSED ROCK CROSS VANE (SEE SHEET ST-06, DETAIL 1) PROPOSED TOE WOOD (SEE SHEET ST-07, DETAIL 3) PROPOSED ROCK TOE PROTECTION(SEE SHEET ST-07, DETAIL 4) PROPOSED ROCK STEP POOL (SEE SHEET ST-06, DETAIL 3) PROPOSED BOULDER TOE PROTECTION (SEE SHEET ST-07, DETAIL 1) PROPOSED ROCK AND ROLL RIFFLE (SEE SHEET ST-08, DETAIL 3) PROPOSED POCKET WETLAND (SEE SHEET ST-05) PROPOSED ROCK CROSS VANE (SEE SHEET ST-06, DETAIL 1) PROPOSED LOG J-HOOK (SEE SHEET ST-07, DETAIL 2) PROPOSED ROCK STEP POOL(SEE SHEET ST-06, DETAIL 3) PROPOSED ROCK AND ROLL RIFFLE (SEE SHEET ST-08, DETAIL 3) PROPOSED TUCK BEHIND ROCK STEPS(SEE SHEET ST-10, DETAIL 1) PLAN & PROFILE ST-12 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING LEGEND NO R T H M A T C H L I N E S T A : 1 4 + 0 0 , S E E S H E E T S T - 1 1 EXISTING GROUND AT PROPOSED CENTERLINE EXISTING THALWEG POCKET WETLAND. SEE SHEET ST-05 POCKET WETLAND. SEE SHEET ST-05 END STREAM RESTORATION STA 16+65 CONSTRUCTED RIFFLE (TYP.) ROCK TOE PROTECTION (TYP.) LOG J-HOOK (TYP.) TOE WOOD PROTECTION (TYP.) ROCK AND ROLL RIFFLE (TYP.) PROPOSEDBANKFULL ELEVATION NOTES:1) LOG STRUCTURES MAY REPLACE BOULDER STRUCTURES, ASAPPROVED BY ENGINEER. MAY USE ON SITE MATERIAL AS LONG ASLOGS MEET SPECIFICATIONS AND DETAILS2) CHANNEL WORK MUST BE COMPLETED "IN THE DRY". TOCONSTRUCT STRUCTURES IN THE CHANNEL, FLOW TO BE DIVERTEDAROUND WORK AREA AND SILT CURTAINS INSTALLED DOWNSTREAMTO REDUCE SEDIMENT ENTERING DOWNSTREAM CHANNEL.STRUCTURE MAY BE BUILT IN SECTIONS TO WORK "IN THE DRY" WITHSTREAM DIVERSION INSTALLATION.3) SEE PLANTING NOTES AND DETAILS FOR LOCATION OF COIRMATTING INSTALLATION. Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 PROPOSED LOG J-HOOK (SEE SHEET ST-07, DETAIL 2) 10+00 PROPOSED STREAM BANKFULL BENCH (BACK) PROPOSED STREAM BANKFULL PROPOSED STREAM CENTERLINE PROPOSED STREAM TOE PROPOSED CONSTRUCTED RIFFLE (SEE SHEET ST-06, DETAIL 2) PROPOSED ROCK CROSS VANE(SEE SHEET ST-06, DETAIL 1) PROPOSED TOE WOOD (SEE SHEET ST-07, DETAIL 3) PROPOSED ROCK TOE PROTECTION(SEE SHEET ST-07, DETAIL 4) PROPOSED ROCK STEP POOL(SEE SHEET ST-06, DETAIL 3) PROPOSED BOULDER TOE PROTECTION (SEE SHEET ST-07, DETAIL 1) PROPOSED ROCK AND ROLL RIFFLE (SEE SHEET ST-08, DETAIL 3) PROPOSED POCKET WETLAND (SEE SHEET ST-05) PROPOSED ROCK CROSS VANE (SEE SHEET ST-06, DETAIL 1) PROPOSED LOG J-HOOK (SEE SHEET ST-07, DETAIL 2) PROPOSED ROCK STEP POOL(SEE SHEET ST-06, DETAIL 3) PROPOSED ROCK AND ROLL RIFFLE (SEE SHEET ST-08, DETAIL 3) PROPOSED TUCK BEHIND ROCK STEPS(SEE SHEET ST-10, DETAIL 1) PLAN & PROFILE ST-13 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING LEGEND N O R T H CONSTRUCTED RIFFLE (TYP.) ROCK AND ROLL RIFFLE (TYP.)STEP POOL (TYP.) NOTES:1) LOG STRUCTURES MAY REPLACE BOULDER STRUCTURES, ASAPPROVED BY ENGINEER. MAY USE ON SITE MATERIAL AS LONG ASLOGS MEET SPECIFICATIONS AND DETAILS2) CHANNEL WORK MUST BE COMPLETED "IN THE DRY". TOCONSTRUCT STRUCTURES IN THE CHANNEL, FLOW TO BE DIVERTEDAROUND WORK AREA AND SILT CURTAINS INSTALLED DOWNSTREAMTO REDUCE SEDIMENT ENTERING DOWNSTREAM CHANNEL.STRUCTURE MAY BE BUILT IN SECTIONS TO WORK "IN THE DRY" WITHSTREAM DIVERSION INSTALLATION.3) SEE PLANTING NOTES AND DETAILS FOR LOCATION OF COIRMATTING INSTALLATION. END STREAM RESTORATION STA 22+86 MATC H L I N E S T A : 1 4 + 0 0 , S E E S H E E T S T - 1 1 SEE SHEET ST-11 FOR PLAN AND PROFILE Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 GRADING ST-14 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NO R T H MA T C H L I N E , S E E S H E E T S T - 1 5 Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 GRADING ST-15 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NO R T H MA T C H L I N E , S E E S H E E T S T - 1 4 Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING PLANTING NOTES ST-16  SOIL AMENDMENTS GENERAL NOTES LIVE STAKES ARE 1/2" TO 2" IN DIAMETER AND 2'-3' IN LENGTHBLACK WILLOW SPECIES ARE ONLY TO BE USED IN THE OUTSIDE OF BENDS OR OTHER HIGH STRESS AREASAND ARE NOT TO BE GROUPED. COMMONNAME BOTANICAL NAMEPERCENTAGE *ENGINEER TO ADJUST AS NECESSARY, MINIMUMS CANNOT BE ADJUSTED WITHOUT CITY APPROVAL NOTES: 1. LIVE STAKES SHALL BE INSTALLED ON FINISHED STREAM BANKS. "FINISHED" GENERALLY REFERS TO ANY AND/ORALL OF THE FOLLOWING AS SPECIFIED BY THE DESIGNER:A. GRADEDB. PREPARED (ROTO-TILLED, RAKED, AND AMENDED),C. SEEDED,D. MULCHED, ANDE. COVERED WITH EROSION CONTROL MATTING.2. LIVE STAKES SHALL BE FASHIONED FROM DORMANT CUTTINGS OF WOODY PLANT SPECIES (TREES AND SHRUBS)SPECIFIED BY THE DESIGNER AND SHOWN IN TABLE THIS SHEET OR ELSEWHERE IN THE PLANS (E.G. – A PLANTINGPLAN).3. LIVE STAKES SHALL NOT BE PLACED WITHIN THE DRIP LINE OF ANY EXISTING TREES AND/OR SHRUBS THAT REMAINON THE BANKS.4. DETAILED HANDLING, PREPARATION, AND INSTALLATION GUIDELINES FOR LIVE STAKES SHALL BE SPECIFIED BY THEDESIGNER, INCLUDING:A. LIVE STAKES MAY BE STORED UP TO 10 DAYS IN WATER.B. ALL LATERAL BRANCHES SHALL BE CAREFULLY REMOVED FROM THE WOODY CUTTINGS PRIOR TOINSTALLATION.C. LIVE STAKES SHALL BE DRIVEN INTO THE GROUND USING A "DEAD BLOW" PLASTIC HAMMER, BY CREATING APILOT HOLE AND SLIPPING THE STAKE INTO IT, OR WITH THE USE OF A HYDRAULIC INJECTION SYSTEM. SOILSHALL BE FIRMLY PACKED AROUND THE HOLE AFTER INSTALLATION.D. SPLIT OR OTHERWISE DAMAGED LIVE STAKES SHALL NOT BE USED. DESIGN VARIABLES 2 ROWSROWS PLACEMENT OF 1ST ROW FROM TOE OF SLOPE 0.5' ROWS SHOULD BE EQUALLY SPACED BETWEEN APPROXIMATE BASEFLOW WATER LEVEL AND BANKFULL.1 2'-3'LENGTH SPACING (O.C.)3' 1/2"-2"DIAMETER PLAN VIEW TYPICAL SECTION LIVE STAKE DETAIL ALL REACHES 1 LIVE STAKE Not to scale VEGETATION SPECIES FOR BUFFER AREAS (ZONE B) COMMON NAME BOTANICAL NAME SIZE NO ONE SPECIES CAN COMPRISE MORE THAN 20% OF THE TOTAL. CHOSEN SPECIES SHALL BE COMPRISED OF 70% TREES AND 30% SHRUBS OR TREE/SHRUB PLANTING DENSITY IS 400 STEMS/ACRE FOR ZONE B. AUG 15 - MAY 15 MAY 16 - AUG 14 SPECIES. NOT TO SCALE SPACINGROWSQTY WOODY VEGETATION - LIVE STAKING (ZONE A) COMMONNAME BOTANICAL NAME PERCENTAGE SPACINGROWSQTY Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 ZONE A - STREAM BANK PLANTINGS ZONE B - FLOODPLAIN BENCH PLANTINGS ZONE C - RIPARIAN PLANTINGS ZONE D - WETLAND PLANTINGS ZONE E - UPLAND PLANTINGS PLANTING PLAN ST-17 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING LEGEND NO R T H MA T C H L I N E , S E E S H E E T S T - 1 8 Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 ZONE A - STREAM BANK PLANTINGS ZONE B - FLOODPLAIN BENCH PLANTINGS ZONE C - RIPARIAN PLANTINGS ZONE D - WETLAND PLANTINGS ZONE E - UPLAND PLANTINGS PLANTING PLAN ST-18 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING LEGEND NO R T H MA T C H L I N E , S E E S H E E T S T - 1 7 Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 10+00 10+50 11+00 11+50 12+00 13+00 13+50 12+50 CROSS SECTIONS ST-19 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NOT TO SCALE REACH 1 AND REACH 2 Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 CROSS SECTIONS ST-20 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NOT TO SCALE REACH 2 Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 20+00 20+50 21+00 21+50 22+00 22+50 22+86.31 CROSS SECTIONS ST-21 C 2024 NC LICENSE #F-0102421 FAYETTEVILLE ST., SUITE 600RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 H.L. MILLER PARK GREENWAY SP-24-01 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWNOF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAYNOT BE EDITED ONCE ISSUED. ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALIDONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN ACOPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCEWITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCEISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION PUBLIC WORKS / ENGINEERING NOT TO SCALE REACH 3 Docusign Envelope ID: 6EBDE815-D365-43C0-8B26-C2E3CA519AFA 9/16/2024 E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E SPECIFICATION MATERIAL AND WORKMANSHIP DESIGN DATA WATER ELEVATIONS FOUNDATIONS GENERAL NOTES S-1 REINFORCEMENT 6. 5. 4. 3. 2. 1. TEMPERATURE LOAD_____________________________PER AASHTO6. SEISMIC LOAD__________________________________PER AASHTO5. A. STRUCTURE #1: 3.6 FEET/SEC STREAM VELOCITY: WATER LOAD____________________________________PER AASHTO4. WIND LOAD_____________________________________PER AASHTO3. VEHICULAR LIVE LOAD__________________________AASHTO H-52. UNIFORM PEDESTRIAN LIVE LOAD_______________90 PSF1. 2. 1. PROJECT ELEMENTS PRIOR TO FABRICATION OR INSTALLATION. SEALING THESE BRIDGE PLANS FOR REVIEW AND APPROVAL. FOR ALL CAST-IN-PLACE CONTRACTOR SHALL SUBMIT REINFORCEMENT SHOP DRAWINGS TO THE ENGINEER OTHERWISE NOTED. PROVIDE A MINIMUM OF 2" OF COVER TO ALL REINFORCING BARS, UNLESS CRITERIA AND CRSI STANDARD PRACTICES, EXCEPT AS OTHERWISE NOTED. ALL LAP AND SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH THE DESIGN STANDARD HOOKS SHALL BE USED UNLESS OTHERWISE NOTED. REINFORCING BARS SHALL CONFORM TO ASTM A615 FOR GRADE 60. SECTION 1070 OF THE STANDARD SPECIFICATIONS. REINFORCING BARS AND BAR SUPPORTS SHALL FOLLOW THE PROVISIONS OF PLANS OR IN THE SPECIAL PROVISIONS. ROADS AND STRUCTURES, 2024 EDITION, UNLESS OTHERWISE SPECIFIED ON THE CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR PROVIDE ALL MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE NORTH1. DEWATERING SHALL BE CONSIDERED INCIDENTAL TO VARIOUS PAY ITEMS. ADDITIONAL PAYMENT FOR DEWATERING WILL NOT BE ALLOWED. PAYMENT FOR 3. ii. END BOARDWALK: 338.0 FEET i. BEGIN BOARDWALK: 334.6 FEET STRUCTURE #2B. ii. END BRIDGE: 331.3 FEET i. BEGIN BRIDGE: 329.4 FEET STRUCTURE #1A. STRUCTURES #1 & #2 ARE AS FOLLOWS: THE GROUND WATER ELEVATIONS, AS DETERMINED DURING GEOTECHNICAL BORINGS, FOR 2. CONDITIONS AND SEASONAL FLUCTUATIONS. ACTUAL WATER ELEVATION DURING CONSTRUCTION MAY VARY DEPENDING ON WEATHER THE WATER ELEVATIONS SHOWN IN THE PLANS ARE FOR INFORMATION ONLY AND THE 1. SEE ``GENERAL DRAWING'' SHEET 3 OF 3 FOR FOUNDATION NOTES. FALCON ENGINEERING GEOTECHNICAL REPORT DATED JULY 12, 2024. FOR FOUNDATION RECOMMENDATIONS AND DESIGN INFORMATION, REFER TO THE CAST-IN-PLACE CONCRETE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE PREFABRICATED PEDESTRIAN BRIDGE SUBSTRUCTURE -1,600 LBS -4,500 LBS |4,100 LBS 4,800 LBS 13,500 LBS 12,500 LBS 13,800 LBS 1,250 LBS 1,380 LBS 1,900 LBS |410 LBS SHEET 1 OF 2 GENERAL NOTES CHAMFER ALL EXPOSED EDGES ƒ", UNLESS OTHERWISE NOTED.3. OF THE STANDARD SPECIFICATIONS. CONCRETE WORK SHALL FOLLOW THE PROVISIONS OF SECTIONS 420 AND 1000 2. ALL CONCRETE SHALL BE CLASS A, UNLESS OTHERWISE NOTED.1. THE BRIDGE DECK SHALL BE REINFORCED CAST-IN-PLACE CONCRETE.9. SHALL BE CLEARLY NOTED ON THE SHOP DRAWINGS. WEEP HOLES SHALL BE PROVIDED FOR DRAINAGE OF BRIDGE TUBULAR MEMBERS, AND8. PROVIDED. SHALL BE CLEARLY NOTED ON THE SHOP DRAWINGS, AND NECESSARY CALCULATIONS SPLICES, IF REQUIRED FOR THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE,7. IN ACCORDANCE WITH THE ABOVE AWS CODE. THE STRUCTURAL WELDING CODE, ANSI/AWS D1.1. ALL WELDERS SHALL BE QUALIFIED ALL STRUCTURAL STEEL WELDS SHALL CONFORM TO THE LATEST PROVISIONS OF6. ASTM F3125 GRADE A325. WASHERS & NUTS SHALL MATCH FINISH OF BOLT. ALL HIGH STRENGTH BOLTS SHALL BE WEATHERING STEEL AND CONFORM TO E. ALL ANCHOR BOLTS SHALL BE GALVANIZED AND SHALL CONFORM TO ASTM A499.D. ALL OTHER STEEL PLATES, SHAPES AND BARS SHALL CONFORM TO ASTM A588.C. ALL STRUCTURAL STEEL CHANNELS AND ANGLES SHALL CONFORM TO ASTM A588.B. ALL STRUCTURAL STEEL TUBE SHAPES SHALL CONFORM TO ASTM A847.A. AND PREFABRICATED PEDESTRIAN BRIDGE SPECIAL PROVISIONS. BE WEATHERING STEEL AND SHALL CONFORM TO NCDOT STANDARD SPECIFICATIONS ALL STRUCTURAL STEEL FOR PREFABRICATED PEDESTRIAN BRIDGE SHALL 5. TOP OF BRIDGE DECK. SAFETY RAILING SYSTEM SHALL BE A MINIMUM OF 4'-6" ABOVE THE 4. WHICHEVER IS MORE RESTRICTIVE. BETWEEN THE INSIDE FACES OF SAFETY RAILING ELEMENTS OR TOP CHORDS, THE BRIDGE CLEAR PATH WIDTH SHALL BE 10'-0" AND SHALL BE MEASURED3. PREFABRICATED PEDESTRIAN BRIDGE SHALL BE A STEEL PRATT TYPE TRUSS.2. FABRICATION SHALL NOT BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. END BENTS. THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE CALCULATIONS SHALL INCLUDE A SUMMARY OF REACTIONS FOR BENTS AND APPROVAL. THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE CAROLINA. PLANS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH BRIDGE SUPERSTRUCTURE PLANS AND CALCULATIONS SHALL BE SIGNED AND PROJECT SPECIAL PROVISIONS. THE PREFABRICATED PEDESTRIAN UPON THE SPECIFIED DESIGN CRITERIA IN THE PLANS AND THE INCORPORATED BEARING PADS SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER BASED PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE, ANCHOR BOLTS, AND 1. BACKWALL SHALL FOLLOW BRIDGE DECK GRADE. END BENT BACKWALL SHALL BE PLACED AFTER BRIDGE HAS BEEN ERECTED. TOP OF8. 2% AS SHOWN ON THE PLANS. AND BOARDWALK SEAT, SHALL BE SLOPED LONGITUDINALLY AT A MINIMUM RATE OF THE TOP SURFACE OF BENT AND END BENT CAPS, EXCEPT AT BRIDGE SEAT BUILD-UPS7. REINFORCEMENT IN CAP MAY BE SHIFTED TO CLEAR ANCHOR BOLTS.6. UNTIL SUPERSTRUCTURE SHOP DRAWINGS ARE APPROVED AND ALL CONFLICTS RESOLVED. ARE IDENTIFIED. CONSTUCTION OF THE BENTS AND END BENTS SHALL NOT BEGIN PEDESTRIAN BRIDGE MANUFACTURER. NOTIFY ENGINEER IMMEDIATELY IF CONFLICTS THE FABRICATED PEDESTRIAN BRIDGE PLANS, TO BE PROVIDED BY THE PREFABRICATED PEDESTRIAN BRIDGE BENTS AND END BENT DETAILS SHALL BE COORDINATED WITH5. SO THAT LOADS CAN BE REVIEWED AND PLAN DETAILS REVISITED. NOTIFY ENGINEER SEALING THESE PLANS IMMEDIATELY AND PRIOR TO FABRICATION SEALING THESE BRIDGE PLANS. IF LOADS DIFFER FROM THE COMPONENTS SHOWN, SUMMATION OF LOADS CANNOT BE EXCEEDED WITHOUT APPROVAL BY THE ENGINEER SUMMATION OF STEEL PRATT TYPE TRUSS REACTIONS AND ARTWORK REACTIONS. THE THE PREFABRICATED PEDESTRIAN BRIDGE SUBSTRUCTURE WAS DESIGNED FOR THE 4. THAT THE NECESSARY ACCOMODATIONS ARE MADE DURING FABRICATION. BRIDGE MANUFACTURER REGARDING THE DESIRED ARTWORK AND ATTACHMENT TO ENSURE THE CONTRACTOR AND ULTIMATELY, THE CONTRACTOR'S PREFABRICATED PEDESTRIAN SPECIAL NOTE TO THE TOWN: THE TOWN SHALL USE EXTREME CARE TO COORDINATE WITH3. WIND _______________________________________________ ARTWORK LATERAL LOADS:B. WIND UPLIFT _______________________________________ DEAD LOAD _________________________________________ ARTWORK VERTICAL LOADS: A. STRUCTURE #1 ARTWORK: PLAN DETAILS REVISITED. IMMEDIATELY AND PRIOR TO FABRICATION SO THAT LOADS CAN BE REVIEWED AND PLANS. IF LOADS DIFFER FROM THOSE SHOWN, NOTIFY ENGINEER SEALING THESE PLANS CANNOT BE EXCEEDED WITHOUT APPROVAL BY THE ENGINEER SEALING THESE BRIDGE UPWARD. LATERAL REACTIONS SHOWN ARE PER BENT (2 PER BRIDGE SPAN). LOADS (4 PER BRIDGE). POSITIVE REACTIONS ARE DOWNWARD AND NEGATIVE REACTIONS ARE REACTIONS ARE ALLOWABLE LOADS. VERTICAL REACTIONS SHOWN ARE PER BASE PLATE TO BE ATTACHED TO THE PREFABRICATED PEDESTRIAN BRIDGE AT A LATER DATE. ALL THE SUBSTRUCTURE DESIGN WAS ALSO BASED UPON THE TOWN'S DESIRE FOR ARTWORK2. TEMPERATURE ________________________________________ LONGITUDINAL LOADS:C. WIND _______________________________________________ LATERAL LOADS:B. WIND (WS LEEWARD)___________________________________ WIND (WS WINDWARD)__________________________________ WIND UPLIFT_________________________________________ VEHICLE LOAD__________________________________________ UNIFORM LIVE LOAD__________________________________ DEAD LOAD____________________________________________ VERTICAL LOADS: A. STRUCTURE #1: FABRICATION SO THAT LOADS CAN BE REVIEWED AND PLAN DETAILS REVISITED. THOSE SHOWN, NOTIFY ENGINEER SEALING THESE PLANS IMMEDIATLEY AND PRIOR TO APPROVAL BY THE ENGINEER SEALING THESE BRIDGE PLANS. IF LOADS DIFFER FROM SHOWN ARE PER BASE PLATE (4 PER BRIDGE). LOADS CANNOT BE BE EXCEEDED WITHOUT REACTIONS SHOWN ARE PER BENT (2 PER BRIDGE SPAN). LONGITUDINAL REACTIONS POSITIVE REACTIONS ARE DOWNWARD AND NEGATIVE REACTIONS ARE UPWARD. LATERAL ALLOWABLE LOADS. VERTICAL REACTIONS SHOWN ARE PER BASE PLATE (4 PER BRIDGE). THE PREFABRICATED PEDESTRIAN BRIDGE MANUFACTURERS. ALL REACTIONS ARE THE SUBSTRUCTURE DESIGN WAS BASED UPON THE INFORMATION AVAILABLE FROM1. FOR STRUCTURAL STANDARD NOTES, REFER TO SHEET STD. NO. SN.8. FOR PRECAST CONCRETE BOARDWALK, SEE SPECIAL PROVISIONS.7. FOR PREFABRICATED PEDESTRIAN BRIDGE, SEE SPECIAL PROVISIONS.6. FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.5. FOR CRANE SAFETY, SEE SPECIAL PROVISIONS. 4. FOR SUMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.3. FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.2. SPECIAL PROVISIONS. SPECIFICATIONS, STANDARDS AND DESIGN, AND THE INCORPORATED PROJECT AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, TOWN OF WAKE FOREST MANUAL OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, TRANSPORTATION STRUCTURES DESIGN MANUAL, NORTH CAROLINA DEPARTMENT OF PLANNING AND DESIGN GUIDELINES, NORTH CAROLINA DEPARTMENT OF BRIDGES, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BICYCLE FACILITIES CURRENT EDITION OF THE AASHTO LRFD GUIDE SPECIFICATIONS FOR PEDESTRIAN 1. 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 0 1 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E S-2 CONSTRUCTION GENERAL NOTES CONTINUED APPROACH RAILINGS PROVISIONS. SHOWN ON THE PLANS, AND PER PREFABRICATED PEDESTRIAN BRIDGE SPECIAL APPROACH RAILINGS SHALL BE PROVIDED AT EACH CORNER OF THE STRUCTURES AS 1. OF DEBRIS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. REMOVED AND DISPOSED OF BY THE CONTRACTOR. COST OF REMOVAL AND DISPOSAL THE BRIDGE SHALL NOT BE ALLOWED TO ENTER THE STREAM AND SHALL BE THE WATERWAY. ANY DEBRIS WHICH IS ALLOWED TO DROP ON THE BANKS BELOW TAKE ANY MEASURES NECESSARY TO ENSURE THAT NO DEBRIS IS DROPPED INTO SPECIAL NOTE TO CONTRACTOR: CONTRACTOR SHALL USE EXTREME CARE AND 1. PRECAST CONCRETE BOARDWALK WASHERS CONFORMING TO ASTM F436, UNLESS NOTED OTHERWISE. CONFORM TO ASTM F3125 GRADE A325, WITH NUTS CONFORMING TO ASTM A563 AND ALL FASTENERS, CONNECTORS AND BOLTS SHALL BE HOT-DIP GALVANIZED AND 6. DESIGN CRITERIA IN THE PLANS AND INCORPORATED PROJECT SPECIAL PROVISIONS. FOR THE APPROPRIATE LATERAL AND UPLIFT FORCES BASED UPON THE SPECIFIED CONNECTIONS FOR THE PRECAST CONCRETE BOARDWALK SHALL BE DESIGNED 5. MEASURED AT 28-DAYS. THE MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE 4,000 PSI 4. CONCRETE BOARDWALK DECK. PEDESTRIAN RAILING SHALL BE A MINIMUM OF 4'-6" ABOVE THE TOP OF PRECAST3. BETWEEN THE INSIDE FACES OF RAILING ELEMENTS. THE BOARDWALK CLEAR PATH WIDTH SHALL BE 10'-0" AND SHALL BE MEASURED 2. ALL APPROVALS HAVE BEEN RECEIVED. REACTIONS. PRECAST CONCRETE BOARDWALK FABRICATION SHALL NOT BEGIN UNTIL CONCRETE BOARDWALK PLANS AND CALCULATIONS SHALL INCLUDE A SUMMARY OF PILE CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. THE PRECAST PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA. PLANS AND BOARDWALK PLANS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A INCORPORATED PROJECT SPECIAL PROVISIONS. THE PRECAST CONCRETE ENGINEER BASED UPON THE SPECIFIED DESIGN CRITERIA IN THE PLANS AND THE ANCHOR BOLTS, AND BEARING PADS SHALL BE DESIGNED BY THE CONTRACTOR'S PRECAST CONCRETE BOARDWALK SUPERSTRUCTURE, SUBSTRUCTURE, CONNECTIONS, 1. SHEET 2 OF 2 GENERAL NOTES TOTAL BILL OF MATERIALS S.Y. LUMP SUM TOTAL TONSLUMP SUM LUMP SUM 21 N/A 135120 LUMP SUM LUMP SUM 3TIMBER RAILING BOARDWALK WITH CONCRETE PRECAST LUMP SUMLUMP SUM LUMP SUM 120 135 N/A N/A PREFABRICATED PEDESTRIAN BRIDGE SUBSTRUCTURE CONT. COATING. END BENT BACKWALL SHALL BE PLACED PRIOR TO APPLICATION OF EPOXY PROTECTIVE11. STRUCTURE. EPOXY PROTECTIVE COATING SHALL BE INCLUDED IN THE LUMP SUMPAY FOR EACH END BENTS, EXCEPT UNDER BEARINGS AND BOARDWALK SILL PLATES. PAYMENT FOR THE APPLY AN EPOXY PROTECTIVE COATING TO THE TOP SURFACE OF THE BENTS AND10. METHOD SHALL NOT BE USED. NCDOT STANDARD SPECIFICATIONS, EXCEPT THAT THE MEMBRANE CURING COMPOUND THE TOP SURFACE OF THE BENTS AND END BENTS SHALL BE CURED IN ACCORDANCE WITH9. (1'-0" THICK) CLASS I RIP RAP FOR DRAINAGE GEOTEXTILE BRIDGE STEEL PEDESTRIAN PREFABRICATED METAL RAILING BOARDWALK WITH PRECAST CONCRETE BID ALTERNATE #1 ANCHOR BOLTS, APPROACH SLABS, APPROACH RAILINGS, DEWATERING, ETC. NECESSARY FOR THE PRECAST CONCRETE BOARDWALK, METAL AND CABLE RAILING SYSTEM, BEARING PADS, INCLUDE ALL ENGINEERING, LABOR, MATERIALS, EQUIPMENT, DELIVERY AND OTHER INCIDENTALS STRUCTURES. LUMP SUM PAY ITEMS FOR PRECAST CONCRETE BOARDWALK WITH METAL RAILINGS SHALL TIMBER RAILING WITH PRECAST CONCRETE BOARDWALK WITH METAL RAILING FOR THE REFERENCED BID ALTERNATE #1 SHALL BE FOR THE SUBSTITUTION OF PRECAST CONCRETE BOARDWALK WITH 3. ANCHOR BOLTS, APPROACH SLABS, APPROACH RAILINGS, DEWATERING, ETC. FOR THE PRECAST CONCRETE BOARDWALK, TIMBER AND CABLE RAILING SYSTEM, BEARING PADS, ALL ENGINEERING, LABOR, MATERIALS, EQUIPMENT, DELIVERY AND OTHER INCIDENTALS NECESSARY LUMP SUM PAY ITEMS FOR PRECAST CONCRETE BOARDWALK WITH TIMBER RAILINGS SHALL INCLUDE2. DEWATERING, EPOXY PROTECTIVE COATING, ETC. PILES, PILE TESTING, BEARING PADS, ANCHOR BOLTS, APPROACH SLABS, APPROACH RAILINGS, FOR THE PREFABRICATED STEEL PEDESTRIAN BRIDGE, CAST-IN-PLACE CONCRETE SUBSTRUCTURE, ENGINEERING, LABOR, MATERIALS, EQUIPMENT, DELIVERY, AND OTHER INCIDENTALS NECESSARY LUMP SUM PAY ITEMS FOR PREFABRICATED STEEL PEDESTRIAN BRIDGE SHALL INCLUDE ALL 1. STRUCTURE #1 - 14+90.27 -L- STRUCTURE #2 - 18+68.99 -L- 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 0 2 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E 1'-0" MIN. BERM 2 ' - 0 " MI N . 2 ' - 0 " M I N . 23'-1" 13'-5" 2 ' - 0 " M I N . 5'-3" 1 ' - 6 " 11'-9" BERM 1'-0" MIN. 1 ' - 0 " EARTH BERM 1'-0" MIN. 5 ' - 0 " 5 ' - 0 " MU L T I - 10 ' - 0 " MULTI-10'-0" 5'-0" 5'-0" 1 4 ' - 0 " 1 6 ' - 0 " E L . 3 4 1.2 1 (L E VEL ) 1'- 0 " B E R M EL. 337.56 1'-0" BERM 3'-4" PREFABRICATED PEDESTRIAN BRIDGE "2 160'-6 2'-6" 14+00 PLAN 15+00 320 SECTION ALONG -L- 16+00 324 328 332 336 340 344 348 352 356 -L- VERTICAL CURVE DATA (-)2.3714%(+)2.0000% -L- VERTICAL CURVE DATA (+)0.5685%(+)2.2500% STRUCTURE #1 SHEET 1 OF 3 GENERAL DRAWING END BENT 1 BRIDGE END BENT 2 BOARDWALK -L- HORIZONTAL CURVE DATA V.C. = 75' ELEV. = 340.80 P.I. STA. = 14+20.00 V.C. = 50' ELEV. = 342.93 P.I. STA. = 16+70.00 BENT 1 BRIDGE/BOARDWALK (SECTIONS @ BENTS AND END BENTS ARE @ RIGHT ANGLES) (PILES NOT SHOWN IN PLAN VIEW FOR CLARITY) S-3 A B C (+)2.0000% (+)1.5000% 14+57.50 14+60.00 15+20.00 POINT STATION ELEVATION A B C R = 35.00' T = 44.91' L = 63.61' P.I. STA. = 15+65.00 OVERTOPPING FLOOD ELEVATION FREQUENCY OF OVERTOPPING FLOOD OVERTOPPING DISCHARGE HYDRAULIC DATA OVERTOPPING FLOOD DATA ------ --- ------------- BASE HIGH WATER ELEVATION BASE DISCHARGE (Q100) DRAINAGE AREA DESIGN HIGH WATER ELEVATION FREQUENCY OF DESIGN FLOOD DESIGN DISCHARGE 341.0 FT. 810 CFS 0.39 SQ. MI. 336.4 FT. 10-YR. 440 CFS 341.5 FT. 500-YR. 1020 CFS 341.55 341.60 342.50 ------- ------------- --------------------- ---- ------- ----------------- 0.0000% 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 0 3 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK E L . 3 4 1 | E L . 3 3 9 | E L . 3 3 8 | EL . 3 3 6 | GROUND LINE APPROX. NATURAL PLANS FOR GRADING) CUT (SEE ROADWAY END APPROACH SLAB END BOARDWALK END BRIDGE/BEGIN BOARDWALK BEGIN BRIDGE FIX EXP. EL. 338| RIP RAP (TYP.) 1'-0" CLASS I (TYP.) FINISHED GRADE PLANS FOR GRADING) FILL (SEE ROADWAY PLANS FOR GRADING) FILL (SEE ROADWAY G.P. EL. 342.50 STA. 15+20.54 -L- EL. = 341.50 OVERTOPPING W.S. E L . 3 4 1 | G.P. EL. 341.42 STA. 14+50.00 -L- G.P. EL. 341.60 STA. 14+60.00 -L- G.P. EL. 342.50 STA. 15+80.00 -L- G.P. EL. 342.50 STA. 15+70.00 -L- EL . 3 3 1 | EL . 3 3 1 | PLANS FOR GRADING) CUT (SEE ROADWAY PLANS FOR GRADING) CUT (SEE ROADWAYE L . 3 3 2 | PLANS FOR GRADING) FILL (SEE ROADWAY E L . 3 3 8 | E L . 3 3 4 | EL. = 336.4 DESIGN AND 10 YR. W.S. A1 PAY ITEM AND DETAIL) (STREAM RESTORATION A1 PROP. BOULDER TOE BEGIN APPROACH SLAB STEEL PILES GALVANIZED HP 12x53 PILES HP 12x53 STEEL GALVANIZED TIMBER PILES W.P. #3 STA. 15+70.00 -L- W.P. #2 END APPROACH SLAB STA. 15+80.00 -L- STA. 14+90.27 -L- BRIDGE I.D. FILL FACE END BOARDWALK/ -L- BEGIN APPROACH SLAB STA. 14+50.00 -L- W.P. #1 STA. 14+60.00 -L- (TYP.) 90°-00'-00" P A T H U S E (TYP.) APPROACH RAILING CONTROL LINE BENT 1 PATHUSE BEGIN BOARDWALK END BRIDGE/ P.C. STA. 15+20.09 -L- STA. 15+20.54 -L- CURVE TANGENT TO 90°-00'-00""•5-'94 (TYP.) CLASS I RIP RAP S 15" RCP EXISTING 6" CPP EXISTING (LEVEL) BEGIN BRIDGE CREEKROBESON (TYP.) TOE OF SLOPE P.T. STA. 15+83.70 -L- ) -L - GNOL A D E R USAE M( KLAWDRAOB ETERCNOC TSACERP Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 5 '-0 " 5 '-0 " MULT I- 10 '-0 " M U L TI- 1 0'-0" 5'-0" 5'-0" E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E 17+00 PLAN 320 19+00 20+00 324 328 332 336 340 344 348 352 18+00 SECTION ALONG -L- R = 50.00' T = 20.78' L = 39.38' P.I. STA. = 17+68.75 R = 30.00' T = 24.75' L = 41.39' P.I. STA. = 18+12.10 R = 30.00' T = 12.19' L = 23.16' P.I. STA. = 18+70.88 P.I. STA. = 19+12.60 L = 33.69' T = 18.87' R = 30.00' (SECTIONS @ BENTS AND END BENTS ARE @ RIGHT ANGLES) STRUCTURE #2 SHEET 2 OF 3 GENERAL DRAWING S-4 -L- HORIZONTAL CURVE DATA (PILES NOT SHOWN IN PLAN VIEW FOR CLARITY) END BENT 1 BOARDWALK END BENT 2 BOARDWALK -L- VERTICAL CURVE DATA (+)0.5685%(+)2.2500% V.C. = 50' ELEV. = 342.93 P.I. STA. = 16+70.00 CONTACT THE ENGINEER IMMEDIATELY. IN THE FIELD AND THE PLANS, CONTRACTOR SHALL IS A DISCREPANCY BETWEEN WHAT IS VERIFIED AND SIZES OF ALL EXISTING UTILITIES. IF THERE NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 0 4 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK END BOARDWALK (TYP.) FINISHED GRADE BEGIN APPROACH SLAB G.P. EL. 349.49 STA. 19+87.97 -L- SIDEWALK TIE TO EXISTING STA. 20+06.80 -L- G.P. EL. 344.73 STA. 17+50.00 -L- BEGIN BOARDWALK G.P. EL. 344.50 STA. 17+40.00 -L- GROUND LINE APPROX. NATURAL PLANS FOR GRADING) FILL (SEE ROADWAY PLANS FOR GRADING) CUT (SEE ROADWAY E L . 3 4 4 | E L . 3 4 3 | E L . 3 4 5 | E L . 3 4 5 | E L . 3 4 3 | E L . 3 4 5 | E L . 3 4 4 |PLANS FOR GRADING) FILL (SEE ROADWAY AND DETAIL) (ROADWAY PAY ITEM CLASS B RIP RAP END APPROACH SLAB END GRADE/ P.C. STA. 17+47.97 -L- P.T. STA. 18+28.74 -L- P.C. STA. 18+58.69 -L- P.T. STA. 18+81.85 -L- P.C. STA. 18+93.73 -L- P.T. STA. 19+27.42 -L- P.R.C. STA. 17+87.35 -L- CURVE (TYP.) TANGENT TO 90°-00'-00" RAILING (TYP.) APPROACH FILL FACE BEGIN BOARDWALK/ BEGIN APPROACH SLAB STA. 17+40.00 -L- STA. 17+50.00 -L- W.P. #1 P AT H US E BRIDGE I.D. STA. 18+68.99 -L- FILL FACE END BOARDWALK/ W.P. #2 STA. 19+87.97 -L- P A T H U S E S S STRUCTURE EXISTING 6" CPP EXISTING 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 18" RCP EXISTING -L- 12" RCP EXISTING 24" RCP EXISTING 24" RCP EXISTING 18" RCP EXISTING 15" RCP EXISTING (TYP.) ITEM AND DETAIL) (ROADWAY PAY CLASS B RIP RAP P.O.T. STA. 20+06.80 -L- END APPROACH SLAB END GRADE/ 237'-11•" (MEASURED ALONG -L-) PRECAST CONCRETE BOARDWALK (TYP.) ITEM AND DETAIL) (ROADWAY PAY CLASS B RIP RAP Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 0 5 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK S-5 SHEET 3 OF 3 GENERAL DRAWING Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 (T Y P . ) 1' - 6 " (TYP.) 1'-0" (TYP.) 1'-0" BRIDGE SEAT (TYP.) 3 ' - 0 " 1'-0" 7'-0" 16'-0" 7'-0"1'-0" (TYP.) 3" (TYP.) 9" (TYP.) 2" CLR 7'-0"7'-0"1'-0"1'-0" 6'-0"6'-0" 5 ' - 0 " 2 ' - 0 "3 ' - 0 " 8'-0"8'-0" 16'-0" (TYP.) 1'-0" (MIN.) (T Y P . ) 1 ' - 0 " 11-#4 S4, #4 S5, #4 U4 @ 1'-0" CTS. E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E 1 • " 2'-0"1'-0" 3'-0" 3 ' - 0 "8 " 8 " 9 " (TYP.) 10" (TYP.) 2" CLR. MI N . 1 ' - 0 " 6 " 5 " 1' - 3 " S-6 SHEET 1 OF 5 BRIDGE BENT DETAILS 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 0 6 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK A A END BENT PLAN END BENT ELEVATION W.P. S P A C I N G (T Y P . ) A N C HO R B O L T * * * * * * * ** * (TYP.) 4'-0" CTS. #4 B11 @ PER PILE, TYP.) #4 S7 (2 TOTAL DECK GRADE FOLLOW BRIDGE 4-#7 B8 { BRIDGE GRADE POINT EL. A - 1•" * * #5 B9 (EA. FACE) (TYP.) * * ANCHOR BOLTS 4-#4 B12 4-#7 B7 (TYP.) HP 12x53 PILES GALVANIZED COLLAR (TYP.) 2'-0" ~ CONC. OVER PILES) #4 S6 (TYP. (TYP.) #4 S4 & #4 S5 #4 U4 (TYP.) (TYP.) EL. A * * { BRIDGE -L- (TYP.) * * ANCHOR BOLTS { PILE (TYP.) * * @ PILES) 2-#7 V1 (TYP. (EA. FACE) #4 B10 NOTES AND FOR DIMENSIONS NOT SHOWN. OTHERS) FOR ANCHOR BOLT PLACEMENT, EMBEDMENT AND DETAILS, REFER TO PREFABRICATED PEDESTRIAN BRIDGE PLANS (BY * * SECTION A-A DETAIL A ELEVATION A (MIN.) 2% SLOPE CONST. JT. OVER PILES 4-#4 B12 @ 4" CTS. #4 S4 ANCHOR BOLTS * * DETAIL A #4 B11 #4 S5 #4 U4 { CAP & PILES #4 S7 3" HIGH B.B. 2-#7 B7 #4 B10 4-#7 B8 #5 B9 (EA. FACE) #5 B9 (EA. FACE) #5 B9 (EA. FACE) 2-#7 B7 E M B E D . P I L E #4 S5* * #7 V1 SHOWN FOR CLARITY. CONCRETE COLLAR NOT NOTE: Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 1' - 6 " " 21 6 " 21 1 1 5'-0"5'-0" 7'-0"7'-0" 3 ' - 0 " 7'-0"7'-0" 9-#4 S1, #4 S2, #4 U1 @ 1'-0" CTS.1'-0"1'-0" 14'-0" (TYP.) 1'-0" (MIN.) 14'-0" 9" (TYP.) 3" (TYP.) 2" CLR. (T Y P . ) 1 ' - 0 " BRIDGE SEAT " 4 3 5 " 4 3 5 B O A R D WA L K P R E C A S T C O N C R E T E P E D E S T R I A N B R I D G E P R E F A B R I C A T E D ( T Y P . ) 1 ' - 6 " E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E 3 ' - 0 " 6 " (TYP.) 10" 3'-0" 1'-6""2 16"2 111 (TYP.) 2" CLR. 8 " 8 " 9 " 5 " M I N . 1' - 0 " 1 ' - 0 " 1 ' - 0 " 6"1'-0"1'-0"6" 3'-0" 1 ' - 3 " S-7 NOTES * * SHEET 2 OF 5 BRIDGE BENT DETAILS CONNECTION SEE ``BRIDGE BENT DETAILS'' SHEET 3 OF 5. FOR PRECAST CONCRETE BOARDWALK TO BRIDGE BENT DETAILS, AND FOR DIMENSIONS NOT SHOWN. OTHERS) FOR ANCHOR BOLT PLACEMENT, EMBEDMENT, AND REFER TO PREFABRICATED PEDESTRIAN BRIDGE PLANS (BY 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 0 7 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK * * BRIDGE BENT PLAN * * (TYP.) #4 S1 & #4 S2 #4 U1 (TYP.) 4-#7 B1 EL. A - 1•" * * #5 B3 (EA. FACE) 4-#4 B6 -L- 4-#7 B2 { BRG. BOARDWALK SUPERSTRUCTURE { BRG. TRUSS { BRIDGE (TYP.) * * ANCHOR BOLTS W.P. (TYP.) { PILE S P A C I N G ( T Y P . ) A N C H O R B O L T A A B B BRIDGE BENT ELEVATION * * * * (TYP.) PER PILE, TYP.) #4 S7 (2 TOTAL (TYP.) EL. A * * (TYP.) * * ANCHOR BOLTS { BRIDGE (TYP.) 4'-0" CTS. #4 B5 @ OVER PILES) #4 S3 (TYP. (TYP.) HP 12x53 PILE GALVANIZED COLLAR (TYP.) 2'-0" ~ CONC. * * (EA. FACE) #4 B4 @ PILES) 2-#7 V1 (TYP. EA. END) #4 U3 (TYP. (TYP. EA. END) #4 U2 VIEW B-B OVER PILES 4-#4 B6 @ 4" CTS. SECTION A-A ANCHOR BOLTS * * E M B E D . P I L E #4 S1 4-#7 B2 #5 B3 (EA. FACE) #5 B3 (EA. FACE) #5 B3 (EA. FACE) 2-#7 B1 3" HIGH B.B. { CAP & PILES 2-#7 B1 #4 B5 BTWN. BRIDGE SEATS) SLOPE 2% (TYP. #4 S2 #4 U3 #4 U2 #4 S7 * * CLARITY. CONCRETE COLLAR NOT SHOWN FOR FOR CLARITY. TO BRIDGE CONNECTION NOT SHOWN PRECAST CONCRETE BOARDWALK NOTES: 2. 1. #4 U1 #4 B4 #7 V1 Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 2'-0"5'-0" 7'-0" 6"3" 2'-0"5'-0" 3"6"3" " 21 44" HIGH B.B. @ 4'-0" CTS. (MAX) 1'-0"1'-0" 5-#4 V2 @ 1'-0" CTS. (EA. FACE) 5-#4 V2 @ 1'-0" CTS. (EA. FACE)1'-0"1'-0" ( T Y P . ) 2 " C L R . 9 " 9 " " 4 3 3 " 4 3 2 " 21 3 ( E A . F A C E ) @ 7 " C T S . 5 - # 4 H1 6" WIDE STEEL COVER PLATE 1" SEPARATION WITH 3" E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E S-8 SHEET 3 OF 5 BRIDGE BENT DETAILS 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 0 8 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK BRIDGE END BENT WING ELEVATION BRIDGE END BENT WING PLAN #4 H1 OR #4 H2 FILL FACE #4 V2 (EA. FACE) #4 V3 3 ' - 0 " #4 V3 NOTES BRIDGE BENT SECTION { CAP & PILES 1. BENT CAP REINF. NOT SHOWN FOR CLARITY. NOTES: * * (BY OTHERS) BOARDWALK PRECAST CONCRETE TOP OF DECK OF * * ANCHOR BOLT ONE FIELD TESTING OF BONDING IS REQUIRED. IN PRECAST CONCRETE BOARDWALK SPECIAL PROVISIONS. LEVEL ADHESIVE BONDING SYSTEM. SEE ADHESIVELY ANCHORED BOLTS FOR SETTING ANCHOR BOLTS, THE CONTRACTOR SHALL USE AN APPROVED PRODUCTS LIST. SYSTEM SHALL BE CHOSEN FROM THOSE ON THE NCDOT STRENGTH (ALLOWABLE) OF 10 KIPS. THE ADHESIVE ANCHOR ADHESIVE ANCHOR SYSTEM SHALL HAVE A MINIMUM PULLOUT ENGINEER. REQUIRING VERIFICATION BY THE PREFABRICATED BRIDGE PLACEMENT AND DETAILS, AND FOR DIMENSIONS NOT SHOWN OR CONCRETE BOARDWALK PLANS (BY OTHERS) FOR ANCHOR BOLT REFER TO PREFABRICATED PEDESTRIAN BRIDGE AND PRECAST * * * * * ** * * * * * (EA. FACE) #4 H2 (EA. FACE) #4 V2 SUPERSTRUCTURE STEEL PRATT TRUSS PREFABRICATED WEATHERING TOP OF DECK OF PAD (BY OTHERS) ELASTOMERIC BEARING BENT CAP BRIDGE Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 5'-0" 1' - 6 " 1' - 6 " 4 ' - 6 " 15 .0 ° 2" MAX. 5'-0" E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E S-9 SHEET 4 OF 5 BRIDGE BENT DETAILS 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 0 9 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK TYPICAL APPROACH RAIL PLAN TYPICAL APPROACH RAIL ELEVATION WING WALL END BENT END BENT (TYP.) PIPE RAILING GALV. STEEL (TYP.) PIPE RAILING 1•" ~ GALV. STEEL FINISHED GRADE SYSTEM RAIL SAFETY TOP CHORD RUB RAIL APPROACH RAIL AT PRECAST CONCRETE BOARDWALK SIMILAR. APPROACH RAIL SHOWN AT PREFABRICATED PEDESTRIAN BRIDGE. NOTES: Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E 2'-5" 1 ' - 6 " (T YP .) 1'-6" 2'-8" 2'-8" HK. 10" 15'-8" B8 13'-8" B2 HK. 10" (T Y P . ) " H K . 2 1 4 (TYP.) " HK.2 14 1'-8"~ 1'-3" 4'-8" 8 " 7" 2 ' - 2 " 8" 2'-7" 3 ' - 5 " 2 ' - 6 • " BILL OF MATERIAL BAR NO.SIZE TYPE LENGTH WEIGHT LBS. C. Y. REINFORCING STEEL 647 1 2 U1 U 1 U 4 U3 63 4 5 BAR NO.SIZE TYPE LENGTH WEIGHT CLASS A CONCRETE (1 REQ'D) FOR ONE BRIDGE BENT LBS. C. Y. REINFORCING STEEL 958 CLASS A CONCRETE 7 5.4 8.4 ALL BAR DIMENSIONS ARE OUT-TO-OUT. BILL OF MATERIALBAR TYPES (1 REQ'D) FOR ONE END BENT S-10 V3 V2 V1 U4 S7 S6 S5 S4 H2 H1 B12 B11 B10 B9 B8 B7 4 4 7 4 4 4 4 4 4 4 4 4 4 5 7 7 STR STR 6 2 5 3 4 3 7 STR STR STR STR STR 1 STR U 2 & U 3 S 1 , S 3 , S 4 & S 6 SHEET 5 OF 5 BRIDGE BENT DETAILS U4 U2 8 24 4 17 4 2 15 15 12 20 4 5 6 6 4 4 14 73 25 85 17 11 34 85 43 89 42 9 63 98 142 128 2'-7" 4'-7" 3'-0" 7'-6" 6'-6" 8'-6" 3'-5" 8'-6" 5'-4" 6'-8" 15'-8" 2'-8" 15'-8" 15'-8" 17'-4" 15'-8" V1 U3 U2 U1 S7 S3 S2 S1 B6 B5 B4 B3 B2 B1 4 4 6 15 4 2 13 13 4 4 4 6 4 4 7 4 4 4 4 4 4 4 4 4 4 5 7 7 6 2 2 2 5 3 4 3 STR STR STR STR 1 STR 3'-0" 5'-7" 5'-5" 4'-11" 6'-6" 8'-6" 3'-5" 8'-6" 13'-8" 2'-8" 13'-8" 13'-8" 15'-4" 13'-8" 25 15 22 49 17 11 30 74 37 7 37 86 125 112 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 10 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 5'-0"5'-0" (CLEAR WALKWAY WIDTH) 10'-0" ( M I N . ) 4 ' - 6 " 10 " 3 ' - 0 " (T Y P . ) 2 " M A X . E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL E NOTES SUPERSTRUCTURE. ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAILS OF THE REQUIREMENT ONLY AND MINIMUM LAYOUT REQUIREMENTS. CONTRACTOR'S PREFABRICATED PEDESTRIAN BRIDGE DETAILS SHOWN FOR AESTHETIC NOTES SUPERSTRUCTURE. ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAILS OF THE REQUIREMENT ONLY AND MINIMUM LAYOUT REQUIREMENTS. CONTRACTOR'S PREFABRICATED PEDESTRIAN BRIDGE DETAILS SHOWN FOR AESTHETIC S-11 BRIDGE DETAILS PEDESTRIAN PREFABRICATED 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 11 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK BOTTOM CHORD TOE PLATE VERTICAL RUB RAIL FLOOR BEAM STRINGER POINT GRADE DIAGONAL FLOOR BRACE DIAGONAL TOP CHORD SYSTEM (TYP.) SAFETY RAIL SECTION A-A DECKING CONCRETE A A BOTTOM CHORD FLOOR BEAM DIAGONAL VERTICAL TOP CHORD BEGIN BRIDGE END BRIDGE PREFABRICATED PEDESTRIAN BRIDGE ELEVATION BOLTS NOT SHOWN FOR CLARITY. PLATE, RUB RAIL AND ANCHOR BOARDWALK, SAFETY RAIL, TOENOTE: GRADE PT.GRADE PT. (PRATT TRUSS) DECKING CONCRETE BRIDGE BENT (TYP.) Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 10'-0" CLR. 10'-0" CLR. ( M I N . ) 6 " E NGINEER P ROFESSIONA L SEAL 047653 N O RTHCAR OLIN A C L A Y T . POOL EBOARDWALK DETAILS PRECAST CONCRETE S-12 12 / 2 / 2 0 1 6 9 / 12 / 2 0 2 4 K:\ R DT _ S t r u c tu r es \ _ B r id g e \ NC\ 0 1 1 3 1 1 0 7 0 - H L Mil l e r P a r k \ Ca d \ D g n \ S t r u c _ 0 1 1 3 1 1 0 7 0 _ S - 12 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2024 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING NOT TO SCALE PLANNING CITY OF RALEIGH DEVELOPMENT APPROVAL ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION 011311070 GREENWAY H.L. MILLER PARK NOTES * ** ** ** * BEAM TO PILE CONNECTION TYPICAL TREAD TO BEAM CONNECTION END BENT TO PILE CONNECTION ELEVATION WITH TIMBER POST PRECAST CONCRETE BOARDWALK BENT ELEVATION WITH GALVANIZED POST PRECAST CONCRETE BOARDWALK BENT RAILING NOT SHOWN FOR CLARITY. NOTES: { BOARDWALK RAILING NOT SHOWN FOR CLARITY. NOTES: RAILING NOT SHOWN FOR CLARITY. NOTES: TREAD (TYP.) PRECAST CONC. * * ANCHOR BOLTS CONC. CAP PRECAST * * ANCHOR BOLT BEAM (TYP.) PRECAST CONC. { PILE CONTROL LINE & BOARDWALK BENT (BY OTHERS) UPLIFT CONNECTION * * CONC. TREAD PRECAST ANCHOR BOLT * * { END BENT PILE & TREAD (TYP.) PRECAST CONC. TIMBER PILE * * BOLT ANCHOR ABC BASE COURSE 6" COMPACTED FILL FACE BEGIN OR END BOARDWALK/ FINISHED GRADE AT MIDDEPTH 6x6-W2.9xW2.9 WWF (TYP.) OTHERS * * CONNECTION BY CAP & BEAM PRECAST CONC. { PILE, CAP & BEAM PRECAST CONC. { PILE, { BOARDWALK TREAD (TYP.) PRECAST CONC. BEAM (TYP.) PRECAST CONC. CAP (TYP.) PRECAST CONC. (TYP.) TIMBER PILE BEAM (TYP.) PRECAST CONC. CAP & BEAM PRECAST CONC. { PILE, CAP & BEAM PRECAST CONC. { PILE, CAP (TYP.) PRECAST CONC. (TYP.) TIMBER PILE (TYP.) CONC. TREAD PRECAST (TYP.) OTHERS * * CONNECTION BY CABLE STRANDS (TYP.) TIMBER POST WITH GALV. CONC. BEAM PRECAST CONC. BEAM PRECAST CONC. END BENT PRECAST (TYP.) GALV. CABLE STRANDS & TOP RAIL WITH GALV. STEEL POST DIMENSIONS NOT SHOWN. OTHERS) FOR ANCHOR BOLT PLACEMENT AND DETAILS, AND FOR REFER TO PRECAST CONCRETE BOARDWALK SYSTEM PLANS (BY * * RIP RAP 1'-0" CLASS I Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9/12/2024 STRUCTURAL STEEL: ETC. IN CASTING SUPERSTRUCTURES: ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, REINFORCING STEEL: HANDRAILS AND POSTS: SPECIAL NOTES: STRESS IN EXTREME FIBER OF IMPACT ALLOWANCE 27,000 LBS. PER SQ. IN. 20,000 LBS. PER SQ. IN. DESIGN DATA: SPECIFICATIONS MATERIAL AND WORKMANSHIP: CONCRETE: EQUIVALENT FLUID PRESSURE OF EARTH OF TIMBER COMPRESSION PERPENDICULAR TO GRAIN CONCRETE IN COMPRESSION CONCRETE IN SHEAR SEE AASHTO CONCRETE CHAMFERS: 24,000 LBS. PER SQ. IN. 27,000 LBS. PER SQ. IN. STRUCTURAL STEEL - AASHTO M270 GRADE 36 - AASHTO M270 GRADE 50W - AASHTO M270 GRADE 50 SEE AASHTO SEE PLANS AASHTO (CURRENT) BE HOT ROLLED. STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL N. C. DEPARTMENT OF TRANSPORTATION. THE 2024 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL BE USED FOR SLOPE PROTECTION AND RIP RAP. ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. RADIUS"4 1AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES FINISHING TOOL UNLESS OTHERWISE REQUIRED"4 1 SHALL BE ROUNDED WITH A INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS RADIUS WHICH IS BUILT"2 1TOP CORNERS OF CURBS MAY BE ROUNDED TO 1 WITH THE FOLLOWING EXCEPTIONS:"4 3 STRUCTURES SHALL BE CHAMFERED UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON PLACE WITH 1:2 CEMENT MORTAR. BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL FALSEWORK OR FORMS IS STARTED. BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER. SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN ACTUAL BEAM CAMBER. TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE TO OUT AS INDICATED ON PLANS. IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO OR METALLIZING. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING, OR"16 1 ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY SURFACES, ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER ELECTROSLAG WELDING WILL NOT BE PERMITTED. TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE". EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS IN THICKNESS AND"16 5 EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION, EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0". � STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST"4 3STUDS FOR 4 - �"8 7� STUDS BASED ON THE RATIO OF 3 - " 4 3ALONG THE BEAM AS SHOWN FOR � STUDS"8 7SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF � STUDS, AND STUD SPACING CHANGES"4 3 � STUDS FOR 4 - "8 7THE RATE OF 3 - � STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT"4 3 � SHEAR STUDS FOR THE"8 7 AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS. BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL SPECIFICATIONS ARTICLE 105-4. OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL 1,200 LBS. PER SQ. IN. 1,800 LBS. PER SQ. IN. 375 LBS. PER SQ. IN. 30 LBS. PER CU. FT. (MINIMUM) STANDARD NOTES - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXTREME FIBER STRESS STRUCTURAL TIMBER - TREATED OR UNTREATED REINFORCING STEEL IN TENSION - GRADE 60 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIVE LOAD DOWELS: STRUCTURAL STEEL: ETC. IN CASTING SUPERSTRUCTURES: ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, REINFORCING STEEL: HANDRAILS AND POSTS: SPECIAL NOTES: STRESS IN EXTREME FIBER OF IMPACT ALLOWANCE 27,000 LBS. PER SQ. IN. 20,000 LBS. PER SQ. IN. DESIGN DATA: SPECIFICATIONS MATERIAL AND WORKMANSHIP: CONCRETE: EQUIVALENT FLUID PRESSURE OF EARTH OF TIMBER COMPRESSION PERPENDICULAR TO GRAIN CONCRETE IN COMPRESSION CONCRETE IN SHEAR SEE AASHTO CONCRETE CHAMFERS: 24,000 LBS. PER SQ. IN. 27,000 LBS. PER SQ. IN. STRUCTURAL STEEL - AASHTO M270 GRADE 36 - AASHTO M270 GRADE 50W - AASHTO M270 GRADE 50 SEE AASHTO SEE PLANS AASHTO (CURRENT) BE HOT ROLLED. STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL N. C. DEPARTMENT OF TRANSPORTATION. THE 2024 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL BE USED FOR SLOPE PROTECTION AND RIP RAP. ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. RADIUS"4 1AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES FINISHING TOOL UNLESS OTHERWISE REQUIRED"4 1 SHALL BE ROUNDED WITH A INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS RADIUS WHICH IS BUILT"2 1TOP CORNERS OF CURBS MAY BE ROUNDED TO 1 WITH THE FOLLOWING EXCEPTIONS:"4 3 STRUCTURES SHALL BE CHAMFERED UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON PLACE WITH 1:2 CEMENT MORTAR. BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL FALSEWORK OR FORMS IS STARTED. BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER. SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN ACTUAL BEAM CAMBER. TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE TO OUT AS INDICATED ON PLANS. IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO OR METALLIZING. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING, OR"16 1 ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY SURFACES, ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER ELECTROSLAG WELDING WILL NOT BE PERMITTED. TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE". EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS IN THICKNESS AND"16 5 EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION, EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0". � STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST"4 3STUDS FOR 4 - �"8 7� STUDS BASED ON THE RATIO OF 3 - " 4 3ALONG THE BEAM AS SHOWN FOR � STUDS"8 7SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF � STUDS, AND STUD SPACING CHANGES"4 3 � STUDS FOR 4 - "8 7THE RATE OF 3 - � STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT"4 3 � SHEAR STUDS FOR THE"8 7 AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS. BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL SPECIFICATIONS ARTICLE 105-4. OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL 1,200 LBS. PER SQ. IN. 1,800 LBS. PER SQ. IN. 375 LBS. PER SQ. IN. 30 LBS. PER CU. FT. (MINIMUM) STANDARD NOTES - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXTREME FIBER STRESS STRUCTURAL TIMBER - TREATED OR UNTREATED REINFORCING STEEL IN TENSION - GRADE 60 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIVE LOAD DOWELS: REV. 5-7-03 RWW ( ) JTE REV. 5-1-06 TLA ( ) GM REV. 12-17 MAA ( ) THC REV. 10-1-11 MAA ( ) GM REV. 10-23 BNB ( ) NAPREV. 5-7-03 RWW ( ) JTE REV. 5-1-06 TLA ( ) GM REV. 12-17 MAA ( ) THC REV. 10-1-11 MAA ( ) GM REV. 10-23 BNB ( ) NAP STD. NO. SNSTD. NO. SN Docusign Envelope ID: F52CD10A-C682-48BA-8260-0A6848727ADE 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ L.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN NOT BE EDITED ONCE ISSUED. OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN PUBLIC WORKS / ENGINEERING ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID RALEIGH WATER REVIEW OFFICER CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION CITY OF RALEIGH DEVELOPMENT APPROVAL PLANNING CROSS SECTION INDEX H.L. MILLER PARK GREENWAY X-0 X-11 THRU X-13 X-10 X-8 THRU X-9 X-6 THRU X-7 X-1 THRU X-5 -C1- CURB ALIGNMENT -Y3- H.L. MILLER PARK CONNECTOR TRAIL -Y2- H.L. MILLER PARK CONNECTOR TRAIL -Y1- H.L. MILLER PARK CONNECTOR TRAIL -L- H.L. MILLER PARK GREENWAY Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ L.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 335 335 340 340 10+00.00 335 335 340 340 345 345 10+25.00 335 335 340 340 345 345 350 350 10+50.00 340 340 345 345 350 350 10+75.00 340 340 345 345 350 350 11+00.00 00 1010 2020 3030 4040 5050 6060 340 340 345 345 350 350 11+25.00 340 340 345 345 350 350 11+50.00 335 335 340 340 345 345 350 350 11+75.00 340 340 345 345 12+00.00 340 340 345 345 350 350 12+25.00 X-1 -L- 355 355 355 355 350350 350350 350 345 350 345 355 355 355355 335335 355355 3 4 1 . 5 4 3 4 1 . 8 3 0.0200.020 2:1 2:1 3 4 2 . 7 7 0.0200.0202:1 2:1 3 4 4 .2 3 0.0200.0202:1 0.020 3 4 4 . 17 0.0200.0202:1 3:1 3 4 4 . 0 6 0.0200.020 3:1 0.020 3 4 4 . 0 0 0.0200.020 3:1 3 4 3 . 7 9 0.0200.020 3:1 3 4 3 . 4 8 0.0200.0202: 1 2:1 3 4 2 .9 0 0.0200.0202:1 2:1 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ L.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 340 340 345 345 350 350 12+50.00 340 340 345 345 350 350 12+75.00 340 340 345 345 350 350 13+00.00 340 340 345 345 350 350 13+25.00 340 340 345 345 350 13+50.00 00 1010 2020 3030 4040 5050 6060 340 340 345 345 350 350 13+75.00 340 340 14+00.00 335 335 340 340 14+25.00 335 335 340 340 14+50.00 330 330 335 335 340 340 345 345 14+75.00 X-2 -L- 335 340 350 345335 340 350 345 335 340 345335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 335 340 350 345 3 4 2 .8 5 0.0200.0202: 1 2:1 3 4 3 . 2 0 0.0200.0202:1 2: 1 3 4 3 . 7 5 0.0200.0202:1 2:1 3 4 4 . 8 4 0.0200.020 2:1 3 4 5 .2 6 0.0200.020 3.6:1 -Y2- 3 4 4 . 16 0.0200.020 13+00 -Y2- 8.2:1 3 4 1 . 9 1 0.0200.0202:1 3 4 0 . 0 2 0.0200.0203:1 3:1 3 3 9 . 0 0 0.0200.0202:1 2:1 3 3 2 . 8 2 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ L.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 330 330 335 335 340 340 345 345 15+00.00 335 335 340 340 345 345 15+25.00 335 335 340 340 345 345 15+50.00 335 335 340 340 345 345 15+75.00 335 335 340 340 345 345 16+00.00 00 1010 2020 3030 4040 5050 6060 335 335 340 340 345 345 16+25.00 335 335 340 340 345 345 16+50.00 335 335 340 340 345 345 16+75.00 335 335 340 340 345 345 17+00.00 340 340 345 345 17+25.00 X-3 -L- 330 330 330330 330 330 330 350 350 335 335 330 330 330 350 350 350 350 350350 3 3 4 . 2 9 3 3 9 . 0 0 3 3 9 .2 2 3 4 1 . 3 9 0.0200.0202:1 2:1 3 4 2 .3 1 0.0200.0202:1 2:1 3 4 2 . 6 7 0.0200.0202:1 2:1 3 4 2 . 5 9 0.0200.020 2:1 2:1 3 4 2 .9 9 0.0200.0202:1 2:1 3 4 3 . 4 0 0.0200.0202:1 2:1 3 4 4 .0 2 0.0200.0202:1 2:1 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ L.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 355 00 1010 2020 3030 4040 5050 6060 340 340 345 345 350 350 17+50.00 340 340 345 345 17+75.00 340 340 345 345 350 350 18+00.00 340 340 345 345 350 350 18+25.00 340 340 345 345 350 350 18+50.00 00 1010 2020 3030 4040 5050 6060 340 340 345 345 350 350 18+75.00 340 340 345 345 350 350 19+00.00 340 340 345 345 350 350 19+25.00 340 340 345 345 350 350 19+50.00 340 340 345 345 350 350 19+75.00 X-4 -L- 355 355 355 355 355 350 335 350 335 350 335 350 335 350 335 350 335 335 335 335335 335 335 335335 3 4 4 . 4 2 0.0200.0202:1 2:1 3 4 3 . 4 2 2:1 3 4 6 . 0 8 2:1 3 4 3 . 9 8 3 4 3 . 7 3 3 4 4 . 5 6 3 4 5 .2 1 3 4 4 . 4 7 3 4 4 . 3 0 3 4 4 .2 5 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ L.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 345 345 350 350 20+00.00 X-5 -L- 355 340 355 340 3 4 9 . 6 1 3 4 9 . 6 1 0.0200.020 2:12:1 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ Y1.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 335 335 340 340 10+25.00 330 330 335 335 340 340 10+50.00 330 330 335 335 340 340 10+75.00 330 330 335 335 340 340 11+00.00 330 330 335 335 340 340 11+25.00 00 1010 2020 3030 4040 5050 6060 330 330 335 335 340 340 11+50.00 330 330 335 335 340 340 11+75.00 330 330 335 335 340 340 12+00.00 330 330 335 335 340 340 12+25.00 330 330 335 335 340 340 345 345 12+50.00 X-6 -Y1- 345 345 345 345 345 345 345 345 345 345 325325 325 325 325325 3 3 7 . 7 8 0.0202:1 SAFTY RAIL 3 3 4 . 8 4 0.0202:1 -C1- 14.23:1 SAFTY RAIL 3 3 3 .9 4 0.0202:1 -C1- 6.55:1SAFTY RAIL 3 3 3 . 5 1 0.0202:1 -C1- 6:1 SAFTY RAIL 3 3 3 .11 0.0202:1 2: 1 2:1 3 3 3 . 3 4 0.0202:1 2: 1 2:1 3 3 3 .5 5 0.0202:1 2:12: 1 3 3 3 . 7 7 0.0203:1 3:12: 1 3 3 4 . 5 0 0.0203:1 3:12:1 3 3 5 . 5 2 0.0203:1 3:1 2:1 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ Y1.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 330 330 335 335 340 340 12+75.00 330 330 335 335 340 340 13+00.00 330 330 335 335 340 340 345 345 13+25.00 330 330 335 335 340 340 13+50.00 330 330 335 335 340 340 13+75.00 00 1010 2020 3030 4040 5050 6060 330 330 335 335 340 340 14+00.00 335 335 340 340 14+25.00 335 335 340 340 14+50.00 X-7 -Y1- 345 345 345 345 345 345 345 345 345 345 345 345 345 345 3 3 5 .6 2 0.0202:1 2: 1 3 3 6 . 0 1 0.0202:1 2: 12:1 3 3 6 . 2 1 0.0202:1 2:12:1 3 3 6 .5 6 0.0202:1 2: 12:1 3 3 6 . 9 8 0.0202:1 2:12:1 3 3 6 . 9 4 0.0202:1 2: 12:1 3 3 7 .7 3 0.0202:1 2:1 2:1 3 3 8 .4 1 0.0202:1 2:1 2:1 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ Y2 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 340 340 345 345 10+25.00 345 345 350 350 10+50.00 345 345 350 350 10+75.00 345 345 350 350 11+00.00 340 340 345 345 350 350 355 355 11+25.00 00 1010 2020 3030 4040 5050 6060 340 340 345 345 350 350 355 355 11+50.00 340 340 345 345 350 350 355 355 11+75.00 340 340 345 345 350 350 355 355 12+00.00 340 340 345 345 350 350 355 355 12+25.00 X-8 -Y2- 3 4 5 .7 7 0.0202: 1 2:1 3 4 9 .6 2 0.020 2: 1 2:1 3 5 1 . 5 0 0.020 2:1 2:1 3 5 1 . 5 8 0.020 2:1 2:1 3 5 2 . 3 7 0.020 2:1 3 5 3 .6 8 0.0202: 1 3 5 4 . 3 2 0.020 2:1 SAFTY RAIL 3 5 4 . 4 6 0.0202: 1 0.020 SAFTY RAIL 3 5 4 . 0 5 0.020 2:1 0.020 SAFTY RAIL Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ Y2 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 340 340 345 345 350 350 355 355 12+50.00 340 340 345 345 350 350 12+75.00 340 340 345 345 350 350 13+00.00 340 340 345 345 13+25.00 340 340 345 345 350 350 13+50.00 X-9 -Y2- 3 5 2 .9 1 0.020 2: 1 -L-3.1:1 SAFTY RAIL 3 5 1 .4 5 0.020 2: 1 -L-4.4:1 3 4 9 . 6 0 0.020 2:1 -L- 8.8:1 3 4 5 . 3 6 0.0202: 1 13+00 -Y2- 0.03 3 4 2 .5 7 0.020 19:1 13+00 -Y2- Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ Y3 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 335 335 340 340 10+25.00 335 335 340 340 10+50.00 330 330 335 335 340 340 345 345 10+75.00 330 330 335 335 340 340 11+00.00 X-10 -Y3- 345 345 345 345 345 345 330330 3 4 0 . 10 0.0202:1 2:1 3 3 7 . 3 3 0.020 2:1 2:1 3 3 6 . 3 5 0.0202:1 2:1 3 3 5 . 8 2 0.0202:1 2: 1 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ C1.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 335 335 340 340 10+60.97 335 335 340 340 10+70.00 335 335 340 340 10+80.00 335 335 340 340 10+90.00 335 335 340 340 11+00.00 335 335 340 340 11+10.00 00 1010 2020 3030 4040 5050 6060 335 335 340 340 11+20.00 335 335 340 340 11+30.00 335 335 340 340 11+40.00 335 335 340 340 11+50.00 335 335 340 340 11+60.00 335 335 340 340 11+70.00 X-11 -C1- 345345345345 345345 345345 345345 345345 345345 345345 345345 345345 345345 345345 3 4 0 . 4 8 3 4 0 . 10 0.020 -Y1- 0.027 3 4 0 .2 9 0.020-Y1-0.033 3 4 0 . 2 2 0.020-Y1-11.2:1 3 4 0 . 2 6 0.020-Y1-8.7:1 3 4 0 . 3 7 0.020-Y1-8.2:1 3 4 0 . 4 7 0.020 -Y1- 7.2:1 3 4 0 .5 9 0.020 -Y1- 6.6:1 3 4 0 . 7 0 0.020 -Y1- 6.3:1 3 4 0 . 7 7 0.020 -Y1- 6.2:1 3 4 0 .8 8 0.020 -Y1- 6.3:1 3 4 1 .0 0 0.0203:1 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ C1.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 335 335 340 340 11+90.97 335 335 340 340 12+00.00 330 330 335 335 340 340 12+25.00 330 330 335 335 340 340 12+50.00 330 330 335 335 340 340 12+75.00 00 1010 2020 3030 4040 5050 6060 335 335 340 340 13+00.00 340 340 13+25.00 340 340 345 345 13+50.00 340 340 345 345 13+75.00 340 340 345 345 14+00.00 340 340 345 345 14+25.00 X-12 -C1- 345345 345345345345 345345 350 350 350350 350350 350350 350350 3 4 1 . 2 1 3 4 1 .4 4 3 4 1 . 8 5 3 4 2 . 2 6 3 4 2 . 5 23:1 3 4 3 .5 6 4:1 3 4 4 .3 7 4:1 3 4 5 . 0 6 4:1 3 4 5 . 5 9 4:1 3 4 6 . 16 4:1 3 4 6 .7 43:1 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024 9 / 17 / 2 0 2 4 K :\ R AL_ R oa d w a y\ 0 1 1 3 1 1 0 7 0 - H L Mi l l e r P a r k\ R oa d w a y\ XS C \ 0 1 1 3 1 1 0 7 0 _ r d y _ x p l_ C1.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: Copyright Kimley-Horn and Associates, Inc., 2023 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PREPARED IN THE OFFICE OF: C 2024 PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE ST., SUITE 600 NC LICENSE #F-0102 CROSS SECTION SHEET 011311070 5 0 10 SP-24-01 GREENWAY H.L. MILLER PARKTR N F E ONORP SEAL E G EENI R SS H 048986 CAL EB D.LOW N AN LAIL OI N OCRA MA 00 1010 2020 3030 4040 5050 6060 340 340 345 345 14+50.00 340 340 345 345 14+75.00 340 340 345 345 15+00.00 X-13 -C1- 350 350 350 350 335 335 3 4 7 .2 8 2:1 3 4 7 .8 3 3 4 8 . 3 2 Docusign Envelope ID: 8C2C5ECD-09EF-4F4F-95E4-9C453FAB14F9 9/18/2024