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Home My WebLink About20211127 Ver 1_RaleighSidewalks_ECPlans_20200625_DocuSign_20210719JOSHUA DALTON, P.E. 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' GRAPHIC SCALE: 1" = 2' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 2 1 0 2 4 PLANS PROFILE (HORIZONTAL) PROFILE (VERTICAL) GRAPHIC SCALES: EROSION AND SEDIMENT CONTROL MEASURES Std. #Description Symbol Temp. Tree Prot. Fence Std. Temp. Silt Fence/Tree Prot. FenceSW-20.02 SW-20.03 SW-20.08 Check Dam Std. Catch Basin Yard Inlet Prot.SW-20.15 Rock Pipe Inlet ProtectionSW-20.06 Std. Silt Fence OutletSW-20.24 EROSION CONTROL SHEET EC-01 SEDIMENT AND EROSION CONTROL PLAN SW-20.25 Concrete Washout CCWO Std. Silt Bag TPF TPF TPFESTABLISHED1792 EROSION CONTROL PROJECT ENGINEERTHE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT MAYOR NANCY McFARLANE CITY MANAGER RUFFIN L. HALL AND SPECIFICATIONS. ALL CITY OF RALEIGH AND/ OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH N State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK IMPROVEMENT PROJECTS LOCATION: FROM ATLANTIC SPRINGS ROAD TO CAPITAL BOULEVARD VICINITY MAP (NOT TO SCALE) E. Millbrook Rd. Rd. ForestSpri n g New HopeRd. Spring Forest Rd.CapitalBoulevardGreenRd.Hickory Rd. Old Forest Rd.DepartureDr. Pl.Machines Atl a nti c Ave .AtlanticSpringsRd.ForestOa ks Dr.DepartureDr.Hargro ve Rd.Ct. P rim a v e ra DogwoodDr.Discovery Dr.Fo re s t D r.O ak Ct.Spring LeighDr.At l ant i cAve.AlpinisCt.WhitehallAve.Dixie Forest Rd.HoyleDr.Ca lva ry D r.HargroveRd.Kil cull enDr. RollinGreen Ct.LimerickDr.C t. H ol l ow el l LeafCrestCt.GreenRd.Pelton Dr.WallingfordDr.HollendenDr.Courtney Ln. Dansey Dr.MalloryCt.WORK AREA BEGIN WORK AREA BEGIN WORK AREA END WORK AREA END WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: LOCATION: FROM ATLANTIC AVENUE TO CAPITAL BOULEVARD LOCATION: FROM CAPITAL BOULEVARD TO WALLINGFORD DRIVE WORK AREA BEGIN WORK AREA END NEW HOPE ROAD MILLBROOK ROAD SPRING FOREST ROAD TOTAL DISTURBED AREA = 4.35 AC SPRING FOREST ROAD = 1.62 AC NEW HOPE ROAD = 0.63 AC MILLBROOK ROAD = 2.10 AC DISTURBED AREA: NEW HOPE RD PLAN/PLANEC-13 THRU EC-15 MILLBROOK RD PLAN/PLANEC-08 THRU EC-13 SPRING FOREST RD PLAN/PLANEC-03 THRU EC-07 DETAILSEC-02A THRU EC-02H DETAILS (NOTES)EC-02 COVER SHEETEC-01 DESCRIPTIONSHEET # EROSION CONTROL PLAN SHEET LEGEND EROSION CONTROL DESIGNER RANDAL C. HOWARD, P.E., P.L.S. 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 SUNGATE DESIGN GROUP, P.A. FIRM LICENSE NO. C-0890 AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 June 15, 2020 Revised: May 4, 2016 DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 E-1 EROSION CONTROL SHEET EC-02 (NOTES)AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES DATE DATE: CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK & ROADWAY IMPROVEMENTDETAILSNEW HOPE ROADMILLBROOK ROADSPRING FOREST ROADDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-02A AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES DATE DATE: CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK & ROADWAY IMPROVEMENTDETAILSNEW HOPE ROADMILLBROOK ROADSPRING FOREST ROADDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-02B AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES DATE DATE: CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK & ROADWAY IMPROVEMENTDETAILSNEW HOPE ROADMILLBROOK ROADSPRING FOREST ROADDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 E-2 EROSION CONTROL SHEET EC-02C AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES DATE DATE: CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK & ROADWAY IMPROVEMENTDETAILSNEW HOPE ROADMILLBROOK ROADSPRING FOREST ROADDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 E-3 EROSION CONTROL SHEET EC-02D AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES DATE DATE: CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK & ROADWAY IMPROVEMENTDETAILSNEW HOPE ROADMILLBROOK ROADSPRING FOREST ROADDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 E-4 EROSION CONTROL SHEET EC-02E AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES DATE DATE: CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK & ROADWAY IMPROVEMENTDETAILSNEW HOPE ROADMILLBROOK ROADSPRING FOREST ROADDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 E-5 EROSION CONTROL SHEET EC-02F AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES DATE DATE: CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK & ROADWAY IMPROVEMENTDETAILSNEW HOPE ROADMILLBROOK ROADSPRING FOREST ROADDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 MATTING INSTALLATION DETAIL NOTES: THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION. STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH. MATTING IN DITCHES MATTING ON SLOPES BACKFILL MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED 18" (MIN.) 6" MIN STAPLES ON 1' CENTERS IN TRENCH EXISTING GROUND 6" (MIN.) S L OP E STAPLES ON 1' CENTERS IN TRENCH A B A B A 4" 4" 10" 10" 10" DIAGRAM B DIAGRAM A 10" 6" 30' C 4" 4" 30' C STAPLE CHECK 10" 4" 4" Staple Check Staple Staple Check Pattern DIAGRAM c1 1/2'6' 3' 3' Staple E-6 EROSION CONTROL SHEET EC-02G AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES DATE DATE: CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK & ROADWAY IMPROVEMENTDETAILSNEW HOPE ROADMILLBROOK ROADSPRING FOREST ROADDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 E-6 EROSION CONTROL SHEET EC-02H NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES DATE DATE: CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, CITY OF RALEIGH Urban Forestry Fire Planning Stormwater Public Utilities Field Services Transportation SIDEWALK & ROADWAY IMPROVEMENTDETAILSAIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ NEW HOPE ROADMILLBROOK ROADSPRING FOREST ROADDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-03 AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ CONSTRUCTION SHEET P-3 EROSION CONTROL FOR SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA MATCHLINE STA. 15+75MATCHLINE STA. 15+75MATCHLINE STA. 21+251" = 20' N/A P-1PLAN / PLAN SHEET20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 6 0' P UBLI C ROWATLANTI C S PRI NGS RD.60' PUBLIC ROWMcHINES PLACE60' PUBLIC ROWDEPARTURE RD.60' PUBLIC ROWDEPARTURE RD.Spring_Forest_rdy_P-1.dgn SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH BUFFER STREAM BUFFER STREAM G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: SPRING FOREST ROADTO CAPITAL BOULEVARD)(FROM ATLANTIC SPRINGS ROADSIDEWALK & ROADWAY IMPROVEMENTCADD TECH: JMH CHECKED BY: JFB P.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES303303 304 304305 305 305306306 3 0 6 307307 307 308 309310 HHHHEXIST. SIDEWALK EXIST. SIDEWALK EXIST. SIDEWALK SIG VAULT TV/FO R2-1 SIGN W3-3 SIGN DRIVE COMMERCIAL CB TOP ELEV.=306.05' INV.OUT=296.85' T VAULT TELEPHONE C TV PEDESTAL EXISTING R/W EXISTING R/W EXI S TI NG R/WEXISTING R/W EXISTING R/W BM 2016 PG 955 DB 16478 PG 537 PIN # 1716978288 TREEO RALEIGH, LLC 24" OAK EXIST. SIDEWALK 5' UTILITY EASEMENT BM 1987 PG 2003 DB 17343 PG 1 PIN # 1716976693 ROBBINS BENSON, LLC PC Sta. 10+00.00 PI Sta 12+41.44 L = 478.07' T = 241.44' R = 1,383.42' D PT Sta. 14+78.07 EXISTING TIE TO TYPE N-1A TYPE N-1A+00.3330' R+82.0130' R30' R6.5'30' R5' SIDEWALK CURB RAMP EXIST. DEMOLISH 9.25' EXISTING TIE TO DEMOLISH EXIST. SW (BY OTHERS) TEL. VAULT RELOCATE (BY OTHERS) TV PED. RELOCATE CURB RAMP EXIST. DEMOLISH 4" STL. PSNC DEP TWC TWC (FO) RST (FO) EARTHLINK 3 4 TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL SOIL AREA ALLUVIAL 300301 301302 302302303 304305305 305305306306 307307 308S HHHH 18" RCP 10" DIP8" DIP8" DIP 8" DIP EXIST. SIDEWALKEXIST. SIDEWALKEXIST. SIDEWALK EXIST. SIDEWALK GV ON CONC. PAD TSB (MAIN) 15" PINE FOM (3) FOM FH WV CB TOP ELEV.=302.36' INV.OUT=293.71' ST SIGN POLE SIG WIRE GUY HAND HOLD TELEPHONE CB TOP ELEV.=301.22' INV.OUT=290.67' SIGN LP SIDEWALK EXISTING SSMH TOP ELEV.=300.96' INV.IN(SE)=288.06' INV.IN(NW)=293.46' INV.IN(NE)=293.66' INV.IN(SW)=287.51'HHSIG DRIVE COMMERCIAL DRIVE COMMERCIAL RETAINING WALL CONCRETE BLOCK C TV PEDESTAL 18"RCP T POLE SIG WV VAULT TELEPHONE VAULT TELEPHONE T T HHBOX TRAFFIC SIGNAL 18" RCP DB 8755 PG 1067 PIN # 1726075143 KURT M. HENDRICKSON EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W WIRE GUY SIG BM 2016 PG 955 DB 16478 PG 537 PIN # 1716978288 TREEO RALEIGH, LLC BM 2002 PG 391 DB 13273 PG 840 PIN # 1726061839 CMYK MOORE, LLC BM 1981 PG 49 DB 16807 PG 1000 PIN # 1726074600 STATE EMPLOYEES' CREDIT UNION EXIST. SIDEWALK 5' UTILITY EASEMENT 5' UTILITY EASEMENT EXISTING TIE TO 24" STOP BAR 24" STOP BAR R-3 R-3 R-3 EXISTING TIE TO BAR 24" STOP EXISTING TIE TO BAR 24" STOP BOX SIGNAL PULL RELOCATE 30' R5' SIDEWALK 5' SIDEWALK TIE TO EXISTING 5' SIDEWALK SIG. 2.0 & 2.1) (SEE SHEETS SIGNAL UPGRADE CURB RAMP DEMOLISH EXIST. EXIST. SW DEMOLISH TOP AS REQ'D LOWER SS MH DEP DEP TWC 4" STL. PSNC4" STL. PSNC AT&T AT&T DEP DEP AT&T (FO)(FO)VERIZON BUS.VERIZON BUS. (FO) RST 12" DI C.O.R. AT&T (FO) RST (FO) EARTHLINK (FO) EARTHLINK (FO)EARTHLINK 6" DI (C.O.R.)4" STL. PSNCDEP(TS) (C.O.R. DOT) TWCTWC (TS) (C.O.R. DOT) 4 5 6 7 STRUCTURE DRAINAGE RETAIN TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL SOIL AREA ALLUVIAL F FC DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-04 CONSTRUCTION SHEET P-4 EROSION CONTROL FOR AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJMATCHLINE STA. 21+25MATCHLI NE STA. 26+50MATCHLINE STA. 26+50MATCHLI NE STA. 32+001" = 20' N/A P-2PLAN / PLAN SHEET20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20'60' PUBLIC ROWHARGROVE RD. 60' PUBLIC ROWPRIMAVERA CT.22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 Spring_Forest_rdy_p-2.dgn SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: SPRING FOREST ROADTO CAPITAL BOULEVARD)(FROM ATLANTIC SPRINGS ROADSIDEWALK & ROADWAY IMPROVEMENTCADD TECH: JMH CHECKED BY: JFB P.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES3033043043053063073083083093093093103113113123133143158"DIP 18"RCP EXIST. SIDEWALK EXIST. SIDEWALK EXIST. SIDEWALK 9" MAPLE SIDEWALK EXISTING FOM CB TOP ELEV.=308.78' INV.IN=302.58' SSMH TOP ELEV.=309.28' INV.IN=302.03' INV.OUT=301.83' W2-2R SIGN DRIVE COMMERCIAL DRIVE COMMERCIAL DRIVE COMMERCIAL BM 1990 PG 892 DB 5535 PG 218 PIN # 1726065563 PENSKE TRUCK LEASING CO. LP. EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W PC Sta. 22+86.60D PI Sta 29+71.17 L = 1,277.27' T = 684.57' R = 1,433.00' EXISTING TIE TO 6' SIDEWALK TRANSITION10' 6.0' 6.0' TREE REMOVE (FO) EARTHLINK 4" STL. PSNC (FO) VERIZON BUS. DUCT TWC (FO) L3 AT&T AT&TAT&T (FO) C.O.R. 12" DI C.O.R. DEP 8 TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL SOIL AREA ALLUVIAL 315316317317318318 319319 320320 320 321 321 322 322 323 324 325325326327327 3283 28 328 329 329 330330 330 330 331332333 334334 335 336 336336C HHHHHHHHHHHHC 18" RCP 12" RCP18" RCPEXIST. SIDEWALK EXIST. SIDEWALK LP 15" PINE 20" PINE 10" PINE 4" PINE 6" PINE 10" PINE 13" CEDAR 15" PINE 20" PINEBUSHES 16" PINE SIGN 16" PINE 2" BRADFORD 15" PINE WELL SIGN 12"RCP INV.OUT.=333.34' FDC FDC CONNECT FDC VALVE 12" OAK WV WV SIGN BUSHES SIDEWALK EXISTING SIGN 15" OAK WV SIGN SSMH TOP ELEV.=314.32' INV.IN=307.02' INV.OUT=306.92' HAND HOLD TELEPHONE 9" MAPLE FOM 9" MAPLE 13" OAK 10" MAPLE 8" MAPLE 7" MAPLE 25" OAK 7" MAPLE 9" MAPLE 9" MAPLE HAND HOLD TV HAND HOLD TV 9" MAPLE FOM LP HAND HOLD POWER SIGN SIGN HAND HOLD TELEPHONE ST SIGN HAND HOLD TELEPHONE SIDEWALK EXISTING TV PEDESTAL 18"RCP CB TOP ELEV.=322.62' INV.OUT=320.30' CI TOP ELEV.=317.03' INV.IN=313.53' INV.OUT=313.33' SIDEWALK EXISTING CI TOP ELEV.=315.80' INV.IN(E)=310.70' INV.OUT=310.60' INV.IN(N)=310.80' FO SIGN DRIVE COMMERCIAL DRIVE COMMERCIAL WV FH BM 1978 PG 362 DB 7739 PG 452 PIN # 1726069749 TRAC LIMITED PARTNERSHIP BM 1990 PG 892 DB 5535 PG 218 PIN # 1726065563 PENSKE TRUCK LEASING CO. LP. BM 1990 PG 892 DB 5535 PG 218 PIN # 1726067474 PENSKE TRUCK LEASING CO. LP. DB 8734 PG 72 PIN # 1726161739 NCMF PROPERTIES INC PREVENTER BACKFLOW HOT BOX EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W PEDESTAL TV BM 1995 PG 1843 DB 12908 PG 1868 PIN # 1726161357 SPRINGWOODS FOREST, LLC D PI Sta 29+71.17 L = 1,277.27' T = 684.57' R = 1,433.00' 6' SIDEWALK EXISTING TIE TO TYPE N-1A TYPE N-1A TYPE N-1A TYPE N-1A EXISTING TIE TO 6.0' RETAIN TH #1 +49.21+66.7030' R30' RPROPOSED FH+11.24+24.63+46.2230' R30' R3 0' REXISTING TIE TO 0' TYPE N-1A TYPE N-1A (BY OTHERS) TEL. BOX RELOCATE RETAIN3.2'3.5' 32.00 LT 31+06.04 55.01 LT 31+38.48 31.85 LT 30+13.30 TIE TO EXISTING 32.5' R20.5' R32.10 LT 31+97.88 6' SIDEWALK (BY OTHERS) AS REQ'D LOWER TOP (BY OTHERS) AS REQ'D. LOWER TOP SIGN RELOCATE (BY OTHERS) REQ'D ADJUST AS AS REQ'D. ADJUST TOP SEE STD DETAIL T-10.26.1 2'-6" CURB & GUTTER (BY OTHERS) ADJUSTED TO BE ASPHALT DRIVEWAY SEE STD DETAIL T-10.26.1 2'-6" CURB & GUTTER REMOVE FH 47.55 LT 31+80.04 60.11 LT 31+76.72 60.10 LT 31+40.17 (FO) EARTHLINK 4" STL. PSNC AT&T AT&T AT&T AT&TAT&TAT&T900 PR AT&T900 PR AT&T900 PR AT&T 900 PR AT&T 200 PR AT&TTWC TWC AT&TTWC (FO) EARTHLINKTWC TWC TWC TWC4" STL. PSNC 2" PSNCDUCT TWC DUCT TWC (FO) L3 (FO) L3 (FO) VERIZON BUS.(FO) VERIZON BUS.AT&T AT&T AT&T 12" DI C.O.R. C.O.R. (FO) C.O.R. (FO) C.O.R. TWC8" C.O.R.12" DI 12" DI C.O.R. DEP 12" DI C.O.R.(FO) L3TWC2" PSNC(FO) L3 (FO) VERIZON BUS. 8 9 10 12 11 Sta. 30+00 to 33+25 LT on Slope as Work Allows. Place Matting for Erosion Control CONSTRUCTED. ONCE NEW C&G IS 30+00 TO 31+25 LT INSTALL TSF FROM STA. CCWO TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL F F F F C F F F C C C C C C C C DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-05 CONSTRUCTION SHEET P-5 EROSION CONTROL FOR AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREAMATCHLINE STA. 32+00MATCHLINE STA. 37+50MATCHLINE STA. 37+50MATCHLINE STA. 43+001" = 20' N/A P-3PLAN / PLAN SHEET20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20'60' PUBLIC ROWSPRING CT.33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 Spring_Forest_rdy_P-3.dgn SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH BUFFER STREAM G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: SPRING FOREST ROADTO CAPITAL BOULEVARD)(FROM ATLANTIC SPRINGS ROADSIDEWALK & ROADWAY IMPROVEMENTCADD TECH: JMH CHECKED BY: JFB P.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES 315 315 315316 317 318319320 320 320321 322 322323 323324 324325 325 325 325325 325326326327327 327 328328328 328 329 3 3 0 3 3 0 330 33 1 332332 333 333 334334335 CT C T 24" OAK 4"P VC 6"DIP 6"DIP 6"DIP 6"DIP1 5"RCP18"RCP18"RCP STUB 1"-PVC EXIST. SIDEWALK SSMH TOP ELEV.=316.02' INV.IN(N)=310.18' INV.IN(W)=310.12' INV.OUT(E)=310.12' TV PEDESTAL SSMH TOP ELEV.=317.67' INV.IN=311.37' INV.OUT=311.32' FULL OF DEBRIS CB 15"RCP INV.OUT ELEV.=320.95' CB TOP ELEV.=317.55' INV.OUT(E)=313.33' INV.IN(N)=313.47' INV.IN(W)=314.92' SIGN SIGN 24" PINE 15" PINE 15" PINE 18" PINE 18" PINE SIGN 18" PINE 18" PINE15" PINE 15" PINE 15" PINE 15" PINE 15" PINE 15" PINE 10" PINE 12" PINE TOP ELEV.=332.15' DI SSMH TOP ELEV.=321.80' INV.IN=315.26' INV.OUT=315.15' SIGN 24" OAK PEDESTAL TELEPHONE SSMH TOP ELEV.=324.53' INV.OUT=316.74' INV.IN=319.63' TV PEDESTAL 24" OAK WV FH WV 22" OAK WM WV 22" BIRCH 22" BIRCH SIGN CO PEDESTAL TELEPHONE LP22" OAK 24" OAK 20" MAPLE 25" OAK FOMLP2 0" PI NEDRIVE COMMERCIAL DRIVE COMMERCIAL DRIVE COMMERCIAL DRIVE COMMERCIAL BOX SPRINKLER EX IST ING R /W EX ISTING R /W EXISTING R/W EXISTING R/W EXISTING R/WDB 17282 PG 167 PIN # 1726165673 KITTY HAWK HOLDINGS, LLC BM 1989 PG 856 DB 16993 PG 1797 PIN # 1726163682 RPH, LLC STUB PVC BOT. 325.43 TOP 325.88 STEEL LID SPRINKLER HEADS PT Sta. 35+63.87PI Sta 29+71.17 L = 1,277.27' T = 684.57' R = 1,433.00' 6' SIDEWALK 6' S ID EW ALK TYPE N-1A 1' 0' RETAIN PROPOSED FH TH #230' R30' R+27.7730' R30' R+52.52+74.7930' RD +63.38+84.5930' R30' R0' INSTALL DRIVEWAY APRON SEE STD DETAIL T-10.01.1 (ALT) 30' R RELOCATE FOM 3.0'RELOCATE SIGN+17.22+00.29RELOCATE TEL. PED. (BY OTHERS) REMOVE TREE REMOVE TREE ADJUST AS REQ'D (BY OTHERS) DEP HAS MADE ADJUSTMENT FOR CUT ADJUST AS REQ'D (BY OTHERS) ADJUST SPRINKLER SYSTEM AS REQ'D REMOVE FH MODIFY TOP AS REQ'D AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T AT&T 12" DI C.O.R. 12" DI C.O.R.AT&T AT&T TWC TWC TWCTWC TWCAT&T50 PRAT&TTWCAT&T13 14 CB RETAIN RETAIN CB DEBRIS CLEAN-OUT RETAIN CB TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL 313313 314 314314314315 315 3153153153153153 1 6 317317317 318318 319320 320T HH HH HH 18" RCP42" RCP18" RCP 6"DIP 8"DIP 18"RCP EXIST. SIDEWALK EXIST. SIDEWALK SIGN FH WV SIGN SSMH TOP ELEV.=314.07' INV.IN=300.37' INV.IN=305.13' TOP ELEV.=313.64' CB STMH TOP ELEV.=313.96' INV.IN(W)=307.80' INV.OUT(S)=305.65' INV.IN(N)=305.67' INV.OUT(S)=301.83' INV.IN(N)4"STEEL=307.13' INV.IN(E)=302.48' INV.IN(W)=307.03' TOP ELEV.=314.03' SSMH SIGN INV. ELEV.=305.77' PEDESTAL TELEPHONE SIDEWALK EXISTING LP CO SIDEWALK EXISTING INV.OUT=317.23' CB TOP ELEV.=318.60' INV.OUT=314.20' INV.IN=315.81' LP 12" BIRCH SIGN DI INV.OUT=317.81' SSMH TOP ELEV.=317.18' INV.OUT=309.82' CB TOP ELEV.=317.10' INV.OUT=309.94' INV.IN=312.74' DRIVE COMMERCIAL DRIVE COMMERCIAL DRIVE COMMERCIAL BM 1976 PG 358 DB 12544 PG 2286 PIN # 1726168636 SPRING FOREST RD., LLC BM 2012 PG 874 DB 12259 PG 1345 PIN # 1726260707 ST. THOMAS MORE ACADEMY INC. EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W42" RCPSINK HOLE S HOLE HAND TEL. 3.0' 6' SIDEWALK TIE TO EXISTING TYPE N-1A 3.2' 10' TRANSITION INSTALL DRIVEWAY APRON SEE STD DETAIL T-10.01.1 +86.00+04.7930' R+31.11+39.65+49.90+72.08+88.58+06.15+35.2730' R30' R+90.4730' R30' R30' R30' R5.0'30' R1.0'3.2'BACKFILL EXIST SINK HOLE WITH APPROPRIATE MATERIAL. REPAIR TO BE COORDINATED WITH COR STORM WATER DIVISION. ADJUST AS REQ'D (BY OTHERS) RAISE SS MH TOP AS REQ'D AT&T 12" DI C.O.R.2" STL. PSNC4" STL. PSNC 600 PR AT&TAT&T AT&TAT&T AT&TAT&TAT&TAT&TAT&TAT&TTWC TWC TWC 600 PR AT&T 900 PR AT&T AT&T (FO) L36" C.O.R.DUCT TWC (FO) C.O.R.DUCT TWCDUCT TWC TWC 15 16 TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL C C C C F F F C C C C C C C F F F DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-06 CONSTRUCTION SHEET P-6 EROSION CONTROL FOR AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJMATCHLINE STA. 43+00MATCHLINE STA. 48+50MATCHLINE STA. 48+50MATCHLINE STA. 54+001" = 20' N/A P-4PLAN / PLAN SHEET20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 49+00 60' PUBLIC ROWLEIGH RD.50+00 51+00 52+00 53+00 44+00 45+00 46+00 47+00 48+00 Spring_Forest_rdy_P-4.dgn SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES 17 BM 1975 PG 343 DB 14434 PG 2756 PIN # 1726268898 EATON CORP. G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: SPRING FOREST ROADTO CAPITAL BOULEVARD)(FROM ATLANTIC SPRINGS ROADSIDEWALK & ROADWAY IMPROVEMENTCADD TECH: JMH CHECKED BY: JFB P.W. 2015-18 DATE: APRIL 2019321323324325325326327328328329329329329329329330330 330 330330 332 W T CHH T C HH HH HH HH HH 18"RCPINV.OUT=328.21' DI W HH S HH HH EXIST. SIDEWALK MH WATER SIGN MH TELEPHONE TV PEDESTAL HAND HOLE TELEPHONE SIG SIGN POLE SIG WIRE GUY WIRE GUY BOX TRAFFIC SIGNAL PEDESTAL TELEPHONE SIDEWALK EXISTING HAND HOLE TELEPHONE WIRE GUY SIGN HAND HOLE TELEPHONE WIRE GUY POLE SIG 22" MAPLE SIGN 15" MAPLE 12" MAPLE SIG HAND HOLE TELEPHONE TV PEDESTALSIDEWALK EXISTING WIRE GUY LP WIRE GUY POLE SIG HAND HOLE TELEPHONE BOX TRAFFIC SIGNAL WV FH SIG INV.OUT=317.23'DRIVECOMMERCIALEXISTING R/W EXISTING R/W EXISTING R/W 6' SIDEWALK CONTRACTOR TO COORDINATE WITH CITY OF RALEIGH ENGINEER TIE TO "GREEN ROAD SIDEWALK IMPROVEMENT PROJECT". 6.0' RETAIN 30' R+51.45600 PR AT&T AT&T (FO) EARTHLINK (FO) L3900 PRAT&T4" STL. PSNC DUCT TWC (FO) L3 (FO) L3(FO) L3 (FO) L3 (FO) EARTHLINK(FO) L3TWCTWC TWC TWCDEPDEP DEP DEPDEP 4" STL. PSNC2" STL. PSNC600 PR AT&TAT&TAT &T AT&TAT&TAT&TTWC(FO) AT&T12" DI C.O.R. 12" DI C.O.R.C.O.R.DUCT TWC AT&T AT&T 900 PR AT&T 900 PR AT&T 600 PR AT&T600 PR AT&T AT&T AT&T DUCT TWC DUCT TWC TWCTWC AT&T 200 PR AT&T (AATUR) 600 PR AT&T (FO) AT&T TWC (TS) (FO) L3 (FO) C.O.R.(FO) C.O.R. (FO) L3 DUCT TWC4" STL. PSNC8" DI (C.O.R.)6" DI (TS) (C.O.R. DOT) (TS) (C.O.R. DOT) (C.O.R. DOT) (TS) (TS) (C.O.R. DOT) TWC TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF 323323324324 324 324325325325 325 325 3 2 5 325325325325325 325 325 326327328330 331 CHH HH HH T T C 18" CMP 18" CMP 18" RCP18" RCP1 8 " RCP 8" S TEEL10"DIP24" R C P HH EXIST. SIDEWALK CONC.PAD WM SIGN SIG TV PEDESTAL GI TOP ELEV.=325.10' INV.IN=321.74' INV.OUT=321.62' TOP ELEV.=324.37' INV.IN=321.00' INV.OUT=319.91' INV.IN.=319.24' DI 18"RCP INV.ELEV.=325.92' 32" OAK PEDESTAL TELEPHONE SIGN SIGN SIGN FH 48" OAK DI TOP ELEV.=322.81' INV.IN=318.73' INV.IN=318.73' HAND HOLE TELEPHONE SIGN TV PEDESTAL CB 12" MAPLE 12" MAPLE CB HEDGE ROW 12" MAPLE 12" MAPLE 15" MAPLE 15" MAPLE SIGN 10"DIP 12" MAPLE LP WM DI TOP ELEV.=324.29' INV.IN=321.86' INV.OUT=321.84' CRPMRTL CO CB TOP ELEV.=324.29' INV.OUT=319.23' INV.IN=320.33' SIGN HAND HOLE TELEPHONE INV.OUT=316.05' INV.IN (E)=316.15' INV.IN (NW)=321.30' TOP ELEV.=324.05' SSMH W3-3 SIGN COMM SIGN DRIVE COMMERCIAL 2GI DRIVE COMMERCIAL 24"RCP TOP ELEV.=324.48' INV.OUT=321.34' CB T VAULT TELEPHONE 6" MAPLE 6" MAPLE18" RCPBM 1975 PG 343 DB 14434 PG 2756 PIN # 1726268898 EATON CORP. BM 1989 PG 1461 DB 14611 PG 2642 PIN # 1726363278 YEARGAN, LC HEIRS TELEPHONE MH EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W BFP BOX WM VAULT RCP 18" FOM BM 1979 PG 314 DB 16841 PG 554 PIN # 1726363665 TDC BLUE VI, LLC BM 1983 PG 469 DB 11778 PG 2004 PIN # 1726258977 RALEIGH PORTFOLIO NW, LLC FOM 3.7' 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK TYPE N-1A TYPE N-1A TYPE N-1A TYPE N-1A TYPE N-1A TIE TO EXISTING TYPE N-1A 6.0'6.0' 6.0' 6.0'0' RETAIN RETAIN 5' SID E W A L K 6' SIDEWALK 30' R30' R30' R30' R30' R30' R30' R30' R30' R30' R30' R30' R30' R+64.90+71.08+98.53+78.01+88.33+62.74+73.06+94.33+67.66+01.00REMOVE FH RELOCATE TEL. BOX (BY OTHERS)6.0'6.0'RELOCATE FOM PROPOSED FH +88.157.9'+08.066.5'RELOCATE FOM6.0'6.0'REMOVE TREE DEMOLISH EXIST. CURB RAMP DEP DEP DEPDEP4" STL. PSNC 12" DI C.O.R. 12" DI C.O.R.END200 PRAT&T600 PR AT&T (FO) AT&T TWC 600 PR AT&T (TS) C.O.R.200 PR AT&T200 PR AT&TTWC TWC (FO) L3 (FO) L3 (FO) L3 100 PR AT&T (FO) AT&T DEP (FO) C.O.R. EARTHLINK L3 EARTHLINK (2) DUCT TWC 600 PR AT&T 17 18 19 20TO JB w/ MH CONVERT DI RETAIN 2GI TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE B CC DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL F F F F F F F F C F C F C F C F C DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-07 CONSTRUCTION SHEET P-7 EROSION CONTROL FOR AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJMATCHLINE STA. 54+00MATCHLINE STA. 59+00MATCHLINE STA. 59+00PLAN / PLAN SHEET1' = 20' N/A P-5 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20'200' PUBLIC ROWCAPITAL BLVD. 60+00 61+00 55+00 56+00 57+00 58+00 Spring_Forest_rdy_P-5.dgn SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW SPRING FOREST RD. (SR 2041) 90' PUBLIC ROW 90' PUBLIC ROWSPRING FOREST RD. (SR 2041) CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: SPRING FOREST ROADTO CAPITAL BOULEVARD)(FROM ATLANTIC SPRINGS ROADSIDEWALK & ROADWAY IMPROVEMENTCADD TECH: JMH CHECKED BY: JFB P.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES325325325 326 326326 326327327327327328 328328328329329329 330 330 C HH HH HH HH HH C T HH 15" RCP24" RCP CO 24"RCP18"RCP6"DIPTOP ELEV=328.55' SSMH INV.OUT=323.45' SSMH TOP ELEV=328.95' INV.IN=318.60' INV.OUT=318.50'SIDEWALK EXISTING PEDESTAL TELEPHONE HAND HOLE TELEPHONE 24" PINE WM 22" PINE LP 24" OAK 20" PINE LP TOP ELEV.=326.10' INV.OUT=322.18' CB 18" OAK TV PEDESTAL HAND HOLD POWER MYRTLE CREPE CONC.PAD WM 8" MAPLE 15" MAPLE 15" MAPLE FH WV WV INV. IN.=317.63' INV.OUT=317.48' CB TOP ELEV.=326.35' INV.IN=321.57' INV.OUT=321.72' DI TOP ELEV.=325.58' INV.IN=321.21' INV.IN=321.27' INV.OUT=321.60' INV.IN=323.56' TOP ELEV.=326.19' CB WV TV PEDESTAL SSMH TOP ELEV.=326.33' CB TOP ELEV.=327.60' INV.OUT=324.72' SIGN WM 36" OAK HEDGE ROW LP 22" OAK 30" OAK 32" OAK HEDGE ROW LP HAND HOLD POWER 15" MAPLE FO SIGN C FOM FOM HAND HOLE FO DRIVECOMMERCIALDRIVE COMMERCIAL DRIVE COMMERCIAL DRIVECOMMERCIALHAND HOLE FO BM 1989 PG 1461 DB 14611 PG 2642 PIN # 1726363278 YEARGAN, LC HEIRS BM 1979 PG 314 DB 2747 PG 197 PIN # 1726366675 ARBOR PROPERTIES BM 1980 PG 944 DB 2747 PG 197 PIN#1726366049 ARBOR PROPERTIES TELEPHONE MH EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W HEDGE ROW BM 1979 PG 314 DB 16841 PG 554 PIN # 1726363665 TDC BLUE VI, LLC C HH PEDESTAL TELEPHONE PC Sta. 57+63.21 6' SIDEWALK TYPE N-1A TYPE N-1A TYPE N-1A TYPE N-1A TYPE N-1A TYPE N-1A TYPE N-1A 6.0'6.0' 6.0' 6.0'6.0' CITY OF RALEIGH TREE BRIDGING DETAIL TO BE USED AS NECESSARY (STA. 55+50 LT TO STA. 58+00 LT) RETAIN PROPOSED FH PROPOSED WM RETAIN PROPOSED WM30' R30' R30' R30' R30' R+05.16+81.41+88.41TIE TO EXISTING REMOVE FH 6.0'REMOVE EXIST. TREES, TYP. 5 PLCS (STA. 55+66 RT TO 58+40 RT)TYPE N-1A 9.1'RELOCATE TEL. BOX (BY OTHERS) RELOCATE TV PED. (BY OTHERS) RELOCATE SIGN ADJUST TOP AS REQ'D (BY OTHERS) RELOCATE WM (BY OTHERS) RELOCATE LIGHT POLES 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK RELOCATE TV PEDISTAL (BY OTHERS) RELOCATE HAND HOLE (BY OTHERS) RELOCATE CO ADJUST AS REQ'D (BY OTHERS) RELOCATE FOM RELOCATE FOM RELOCATE WM (BY OTHERS) 4" STL. PSNC 4" STL. PSNC 12" DI C.O.R.12" DI C.O.R.C.O.R.C.O.R.600 PR AT&T TWC TWC TWC TWC (FO) L3 (FO) L3 100 PR AT&T (FO) AT&T (FO) AT&T AT&T400 PR AT&T 400 PR AT&T 200 PR AT&TDEP DEPDEPDEPDEP(FO) C.O.R.(FO) C.O.R. EARTHLINK EARTHLINK L3 L3 L3 200 PR AT&T25 PR AT&T(FO) AT&T(FO) AT&TAT&TDEPDEP(2) DUCT TWC AT&T 25 PR (2) DUCT TWC (2) DUCT TWC (2) TWC(2) TWC (2) TWC TWCTWC(2) DUCT TWC 19 20 22 21 TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL SOIL AREA ALLUVIAL 329 330 330330330330 331332SS HH HH HH EXIST. SIDEWALK 30" OAK SIGN SIGN 30" OAK SIGSIG POLE SIG FOM SIDEWALK EXISTING CO BM 1979 PG 314 DB 13305 PG 2467 PIN # 1726368594 SAMPSON BLADEN OIL CO. INC. EXISTING R/W EXISTING R/W EXISTING R/WTV HAND HOLE TV HAND HOLE GAS VALVE BOX SIGNAL TRAFFIC FOM BM 1980 PG 944 DB 16651 PG 1183 PIN # 172636243 ORION VENTURE BOA, LLC WM(2) FO BOX C EEM C TV PEDISTAL SIG PED SIG PED HH HH HH GAS TEST STATION D PT Sta. 61+91.86 PI Sta 59+77.95 L = 428.65' T = 214.74' R = 2,803.94' 6' SIDEWALK 4'30' R+18.59+18.903.5'3.5' TIE TO EXISTING RELOCATE PED. PUSH BUTTON POLE RELOCATE HAND HOLE (BY OTHERS) RELOCATE CO (BY OTHERS)3.1'+41.38TO BE RELOCATED (BY OTHERS) 4" STL. PSNC 2" STL. PSNCEARTHLINK EARTHLINKL3L3 AT&T (2) DUCT TWC (3) TWC (3) TWCDUCT TWC(FO) C.O.R.TWCTWC900 PR AT&TDOT) (TS) (C.O.R.4" STL. PSNC100 PR AT&T TWC DUCT 100 PR AT&T(TS) (C.O.R. DOT)(C.O.R. DOT)(TS)23 24 TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF F C F C F F C F F F F F F F F F F C F C C C C C DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ EROSION CONTROL SHEET EC-08 CONSTRUCTION SHEET P-8 EROSION CONTROL FOR SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA Sta. 13+00 to 17+00 LT. on Slope as Work Allows. Place Matting for Erosion Control TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE MATCHLINE STA. 15+00PLAN / PLAN SHEET1" = 20' N/A P-6MATCHLINE STA. 15+00MATCHLINE STA. 20+5011+00 12+00 13+00 14+00 16+00 17+00 18+00 19+00 20+00 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20'100' PUBLIC ROWATLANTIC AVE. 50' PUBLIC ROWLEAFCREST CT.Millbrook_Rdy_P-6.dgn E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH FLOODPLAIN FEMA 100 YEAR FLOODPLAIN YEAR FEMA 100 BUFFER STREAM FLOODWAY YEAR FEMA 100 FLOODPLAIN YEAR FEMA 100 FEMA 100 YEAR FLOODWAY STREAM BUFFER ROW55' PUBLICALPINS CT.G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: MILLBROOK ROADMILLBROOK_EC_dsn_P_08_cg.dgnMEdwards6/16/2020CADD TECH: JMH CHECKED BY: JFB TO CAPITAL BLVD.)(FROM ATLANTIC AVENUESIDEWALK & ROADWAY IMPROVEMENTP.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES254255256257258259260261262263264265266267268269270270271272272273274275276277278279T H H H H H H EXIST. SIDEWALK EXIST. SIDEWALK SIDEWALK EXIST. LP FOM SIGN SIGN SIGN FOM LP WIRE GUY CB BOX TRAFFIC SIGNAL WM MW 10" BEECH TV HAND HOLE ASPH.DRIVE MW LP 10" BEECH 10" BEECH CB PEDESTAL TELEPHONE CREPE MYRTLE WV FH WV ELEV. = 273.35' BM#1 12" BEECH CP#18 EASEMENT 5' X 5' UTILITY EXISTING R/W EXISTING R/WEX IST ING R /W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/WBM 1991 PG 810 BM 1985 PG 1728 DB 16211 PG 733 PIN # 1716842259 LONGVIEW ACRE, LLC HOLE HAND TEL. INV 255.23 TOP 258.83 CB 15" RCP 15" RCP INV 256.45 TOP 260.00 DI INV 255.35 TOP 260.30 CB (W)INV 255.25 (E)INV 255.15 (S)INV 255.05 TOP 260.65 CB WV WV WVWV FOMEXIST. SIDEWALKDRIVE ASPH.DRIVE ASPH. WM FOM FOM HOTBOX RCP15"BM 2014 PG 1802 BM 1987 PG 1661 DB 15962 PG 361 PIN # 1716845317 STALLINGS OIL COMPANY PT Sta. 13+83.30TYPE N-1 TYPE N-1 D PI Sta 11+92.07 L = 383.30' T = 192.07' R = 2,370.01' PC Sta. 10+00.00 3.5' 6' SIDEWALK 3.5' EXISTING TIE TO TYPE N-1A RETAIN RETAIN WM ASSEMBLY PROPOSED GANG PROPOSED FH TH #330' R30' R30' R+74.87+34.57+56.91+96.953.5' SIGN RELOCATE+54.42+72.032.0'+87.063.5'36' R30' R6 ' SIDEWALK 3.3'0.0'36' R6' SIDEWALK (BY OTHERS) HOLE AS REQ'D RAISE HAND TYPE N-1A TYPE N-1 TYPE N-1 WV (2) RELOCATE RELOCATE FOM 5' SIDEWALK REMOVE FH RELOCATE WV 6' SIDEWALK RELOCATE FOMDEP12" STL. PSNC 12" STL . PSNC 12" STL. PSNC(FO ) L3 (FO) L3 (FO) L3 100 PR AT&TTWC(FO) VERIZONEARTHL INK (FO)(TS) (COR)HHHH(FO) COND. (LMK)(FO) COND. (LMK)(QL-B)(QL-B) 16" DI (COR) 16" DI (COR)2" PLAS. PSNC (QL-B) (FO) COND. (LMK) 2" PLAS. PSNC DUCT TWC 25 26 CB RETAIN RETAIN CB Sta. 13+00 to 17+00 LT. on Slope as Work Allows. Place Matting for Erosion Control TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL 244245246247248249250251252252253253254255256257258259260261262263264265266267268269270271S HH 42" RCP42" RCP72" CMP72" CMP24" RCP24" RCP 15" RCP15" RCP EXIST. SIDEWALK EXIST. SIDEWALK EXIST. SIDEWALK EXIST. SIDEWALK WV SSMH CB STMH SIGN 10" MAPLE FOM SIGN SIDEWALK EXIST. CB FOM PP SIDEWALK EXIST. HAND HOLE TELEPHONE FH SIGNSIGN FOM FOM CB CB CB CB SSMH SSMH SSMH BM 2000 PG 973 DB 14674 PG 1264 PIN # 1716849173 TJR EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXIST. SIGN EASEMENT DB 13903 PG 1768 PIN # 1716847393 IRRA, LLC MYRTLE (2) CREPE R/WEXISTINGBM 2014 PG 1802 BM 1987 PG 1661 DB 15962 PG 361 PIN # 1716845317 STALLINGS OIL COMPANY EASEMENTSEWER30' SANITARYPC Sta. 19+28.94 PI Sta 20+26.00 L = 193.98' T = 97.06' R = 2,050.00' EXISTING TIE TO 3.5' 6' SIDEWALK EXISTING TIE TO EXISTING TIE TO TYPE N-1A PROPOSED FH 30' R3 0' R30' R30' R30' R30' R+26.74+48.50+94.11+14.45+26.12+61.12+69.643.5'3.5'EXIST. SW DEMOLISH EXIST. SW DEMOLISH EXIST. SW DEMOLISH 3.5'0.0'RELOCATE FOM REMOVE FH SIGNS (2) RELOCATE 2" PLAS. PSNC 2" PLAS. PSNC 12" STL. PSNC12" STL. PSNC (FO) L3 (FO) L3 (FO) VERIZON (FO) VERIZON(FO) VERIZON DEP DUCT TWC TWC 16" DI (COR)6" DI (COR)16" DI (COR)8" (COR)(FO) COND. (LMK) (QL-B) 26 28 29 RETAIN CB RETAIN CB Sta. 13+00 to 17+00 LT. on Slope as Work Allows. Place Matting for Erosion Control DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL C C C C F C C C F F F F F C C FC DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-09 CONSTRUCTION SHEET P-9 EROSION CONTROL FOR AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA PLAN / PLAN SHEET1" = 20' N/A P-7MATCHLINE STA. 25+75MATCHLINE STA. 20+50MATCHLINE STA. 25+75MATCHLINE STA. 31+2521+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20'60' PUBLIC ROWWHITEHALL AVE. 60' PUBLIC ROWDEPARTURE DR.Millbrook_Rdy_P-7.dgn E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH BUFFER STREAM FLOODPLAIN YEAR FEMA 100 G & M of North Carolina, Inc. Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 WWW.ARCADIS.COM NC License No. C-1869Tel: 919/854-1282 Fax: 919/233-1125 NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: MILLBROOK ROADMILLBROOK_EC_dsn_P_09_cg.dgnMEdwards6/16/2020CADD TECH: JMH CHECKED BY: JFB TO CAPITAL BLVD.)(FROM ATLANTIC AVENUESIDEWALK & ROADWAY IMPROVEMENTP.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES272273274275276277278279280281282283284285286287288289290290C HH 15" RCP EXIST. SIDEWALK EXIST. SIDEWALK EXIST. SIDEWALK FOM WM 24" BEECH 33" OAK 14" BEECH ELEV. = 291.51' BM #H SIGN SSMH DI 30" BEECH SIGN HAND HOLE TELEVISION TV PEDESTAL FOM FOM FOM LP FOM SIDEWALK EXIST. LP SIDEWALK EXIST. CB 15' SANITARY SEWER EASEMENT BM 1979 PG 1033 DB 8614 PG 460 PIN # 1716944130 MCKNITT AND ASSOCIATES, LLC. BM 1979 PG 1033 DB 13934 PG 1054 PIN # 1716935968 HOSS PROPERTIES, LLC. DB 14623 PG 602 PIN# 1716937683 WARD OF THE CITY OF BROOKLYN NY BEREAN BAPTIST CHURCH OF THE NINTH EXISTING R/W EXISTING R/W EXI STI NG R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W BM 1994 PG 616 DB 17238 PG 1406 PIN # 1716942024 NEESE FAMILY HOLDINGS, LLC ASPH. DRIVE ASPH. DRIVE R/WEXISTINGPT Sta. 21+22.92EXISTING TIE TO EXISTING TIE TO 3.5' 3.5' 6' SIDEWALK EXISTING TIE TO TYPE R-2 TYPE R-3 PROPOSED WM TH #4 SEE STD DETAIL T-10.01.1 (ALT) INSTALL DRIVEWAY APRON30' R30' R+01.61EXISTING TIE TO EXIST. SW DEMOLISH EXIST. SW DEMOLISH RELOCATE SIGN3.5' (BY OTHERS) HAND HOLE RELOCATE (BY OTHERS) RELOCATE WM HOLE (BY OTHERS) RELOCATE HAND +96.00+25.0050 PR AT&T DEPDEP DUCT TWC (FO) L3 12" STL. PSNC TWC (2) (FO) VERIZON (2) AT&T (2) (FO) VERIZON DUCT TWC 12" STL. PSNC 16" DI (COR) (FO) COND. (LMK) (QL-B) (QL-B) (FO) COND. LMK TWC NOT SURVEYED E-TRANS 30 31 32 RETAIN DI TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF ANCE DISTURB- LIMIT OF 272273275 275276277278 279280281282283284285286286 287288289290290 291T HH T HH HH C T HH S S HH EXIST. SIDEWALK WIRE GUY WIRE GUY FOM LP SIGN MANHOLE TELEPHONE TV PEDESTAL HAND HOLE TELEPHONE SIGN CB PP WIRE GUY WIRE GUY HAND HOLE POWER DI PP FOM HAND HOLE TELEPHONE MW PEDESTAL TELEPHONE HAND HOLE TELEPHONE FOM BOX TRANSFORMER 18" OAK WM SIGN 16"OAK WM'S (4) WV SIGN SIGN 16" OAK SIGN SIGN 26" OAK FOM EXIST. SIDEWALK PEDESTAL TELEPHONE WIRE GUY 12" BEECH HAND HOLE TELEPHONE HAND HOLE TELEPHONE SIDEWALK EXIST. SIDEWALK EXIST.CP#14 WIRE GUY PP 11" BEECH BM 1979 PG 1033 DB 13934 PG 1054 PIN # 1716935968 HOSS PROPERTIES, LLC. BM 1986 PG 483 DB 4340 PG 780 PIN# 1726041033 MILLBROOK CENTER CONDOS DB 14623 PG 602 PIN# 1716937683 WARD OF THE CITY OF BROOKLYN NY BEREAN BAPTIST CHURCH OF THE NINTH EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXI STI NG R/WEXISTING R/W EXISTING R/W TRAFFIC SIGNAL BOX FOM FOM SIGN TRAFFIC SIGNAL BOX BM 1979 PG 597 DB 17388 PG 2416 PIN # 1716938908 AND WIFE SUHAD SALEEM KHALED MAHMOUD AL QATANANI, KHALID FUAD SHAIKH, TYPE R-3 TYPE R-3 TYPE R-3 TYPE R-3 EXISTING TIE TO 3.5' 3.5' 6' SIDEWALK 24" STOP BAR 0' RETAINRETAIN TH #5 SEE STD DETAIL T-10.01.1 (ALT) INSTALL DRIVEWAY APRON30' R30' R30' R30' R+91.71+25.00+65.78+85.963.5' EXIST. SW DEMOLISH 6' SIDEWALK SIGN RELOCATE SIG. 1.0 & 1.1) (SEE SHEETS SIGNAL UPGRADE SIGN RELOCATE +44.940.0' SIGNS (2) RELOCATE EXISTING TIE TO EXISTING TIE TO +08.90+12.95(BY OTHERS) HAND HOLE RELOCATE (BY OTHERS) HAND HOLE RELOCATE (BY OTHERS) HAND HOLE RELOCATE HOLE (BY OTHERS) RELOCATE HAND FOM RELOCATE (BY OTHERS) TEL. MH ADJUST (BY OTHERS) RELOCATE TEL. PED. (BY OTHERS) RELOCATE TEL. PED. SIGN RELOCATE 50 PR AT&T EORI DUCT TWC TWC DUCT TWC (FO) VERIZONAT&TAT&TAT&T(FO) VERIZON(FO) L3600 PR (AATUR) AT&T600 PR AT&T600 PR AT&T 600 PR AT&T 300 PR AT&T 300 PR AT&T DEP DEP DEP300 PR AT&TAT&TAT&T DUCT TWC AT&T AT&T (FO) VERIZON 600 PR AT&T TWC600 PR (AATUR) AT&T 300 PR AT&T AT&T DEP DEP(FO) EARTHLINK12" DI (COR)16" DI (COR) 16" DI (COR)6" DI (COR)(TS) (COR)8" DI (COR)(TS) (COR DOT)(FO) COND. (LMK)AT&T (FO) L3 (FO) (COR DOT) (TS) (COR) 600 PR (AATUR) AT&T VAULT WATER 16" DI (COR) 31 33 34 32 DI RETAIN Sta. 29+50 to 35+50 LT. on Slope as Work Allows. Place Matting for Erosion Control TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF C F C C C F F C F C C C C C C DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-10 AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ CONSTRUCTION SHEET P-10 EROSION CONTROL FOR SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA Sta. 29+50 to 35+50 LT. on Slope as Work Allows. Place Matting for Erosion Control TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE PLAN / PLAN SHEET1" = 20' N/A P-8MATCHLINE STA. 31+25MATCHLI NE STA. 36+75MATCHLINE STA. 36+75MATCHLINE STA. 42+2520 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 32+00 33+00 34+00 35+00 36+00 37+0038+00 39+00 40+00 41+00 42+00 60' PUBLI C ROWHOYLE DR.60' PUBLIC ROWHOYLE DR.Millbrook_Rdy_P-8.dgn E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES FLOODPLAIN FEMA 500 YEAR FLOODPLAIN FEMA 500 YEAR FLOODPLAIN FEMA 500 YEAR FLOODPLAIN FEMA 100 YEAR FLOODWAY FEMA 100 YEAR FLOODPLAIN FEMA 100 YEAR FLOODPLAIN FEMA 100 YEAR STREAM BUFFER BUFFER STREAM G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: MILLBROOK ROADMILLBROOK_EC_dsn_P_10_cg.dgnMEdwards6/16/2020CADD TECH: JMH CHECKED BY: JFB TO CAPITAL BLVD.)(FROM ATLANTIC AVENUESIDEWALK & ROADWAY IMPROVEMENTP.W. 2015-18 DATE: APRIL 2019263264 264 264265265265265 265 265 265265266 266266266267 267267268 268 268 269 269270 270 270271 271272 273 274 T48" RCP48" RCP48" RCP24" R C P 48" RCP 15" RCP EXIST. SIDEWALK EXIST. SIDEWALK 24" OAK SIGN 24" OAK SIGN 9" MAPLE SIGN LP FOM MANHOLE TELEPHONE CB SIGN ASPH.DRIVE 20' S A NIT A R Y SE WE R E ASE ME NT BM 1986 PG 483 DB 4340 PG 780 PIN# 1726041033 MILLBROOK CENTER CONDOS BM 1979 PG 226 DB 14207 PG 1927 PIN # 1726047187 CQ LANDLORD (MULTI) LLC. BM 1979 PG 226 DB 14207 PG 1927 PIN # 1726047187 CQ LANDLORD (MULTI) LLC. EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXI STI NG R/WSSMH PC Sta. 34+61.66 D PI Sta 37+45.46 L = 554.36' T = 283.80' R = 1,050.00' 3.5' 6' SIDEWALK TYPE N-1 TYPE N-1 6' SIDEWALK 0' TH #6 30' R36' R30' R3 0' R30' R30' R30' R+78.63+12.08+42.03+07.75+36.213.5'3.5'+43.8530' RSIGN RELOCATE SIGNS RELOCATE 1.8'+90.38+32.10(BY OTHERS) TOP AS REQ'D LOWER MH POWER POLE DO NOT DISTURB ADJUSTMENT FOR CUT DEP HAS MADE 600 PR AT&T 600 PR AT&TAT&T DEP100 PR400 PRAT&T AT&T 50 PR AT&TAT&T 16" DI (COR) AT&T DUCT TWC (FO) VERIZON 600 PR AT&T 600 PR (AATUR) AT&T 300 PR AT&T DEP TWCDUCT 16" DI (COR) 34 35 35 Sta. 29+50 to 35+50 LT. on Slope as Work Allows. Place Matting for Erosion Control TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL 267268269270270 270270271272273274275 275276T W H H H H 15" RCP 15" RCP48" RCP EXIST. SIDEWALK WM'S (4) SSMH SIGN FDC VALVE SCC SIGN HAND HOLE TELEPHONE HAND HOLE TELEPHONE CB DI SIGN 18" PINE ELEV. = 272.81' BM#G SSMH FOM 34" PINE SIGN LP SSMH SIGN DI CB SIGN SIGN WVWV FH MANHOLE TELEPHONE NGS GENERAL FOM BM 1979 PG 226 DB 14207 PG 1927 PIN # 1726047187 CQ LANDLORD (MULTI) LLC. DB 2945 PG 1 PIN # 1726132643 CONDOMINIUM MILLBROOK VILLAGEEXISTING R/WE X IST IN G R /W EX IS T ING R /W EX IST ING R /W EXISTING R/W EXISTING R/W EXISTING R/W15" RCP48" RCP D PI Sta 37+45.46 L = 554.36' T = 283.80' R = 1,050.00' PT Sta. 40+16.01 TYPE N-1 TYPE N-1 6' SIDEWALK 6.0' 6.0' 0' RETAIN RETAIN 3.5' RETAIN PROPOSED FH TH #7 30' R30' R30' R30' R30' R30' R+86.28+90.46+17.14+20.35+56.10+63.58+67.37+74.34+10.64+28.70+96.50+01.505'30' R +85.90+91.44+06.55+12.0930' R SIGN RELOCATE (BY OTHERS) HAND HOLE RELOCATE TOP AS REQ'D LOWER SS MH TOP AS REQ'D LOWER SS MH REMOVE FH (BY OTHERS) ADJUST AS REQ'D (FO) VERIZON AT&T400 PRDUCT TWC AT&T AT&TD U CT T WC TYPE (COR)UNK. SIZE/8" DI (COR)300 PR AT&T 600 PR AT&T (AATUR) (FO) VERIZON DUCT TWC AT&T 600 PR AT&T 300 PR AT&T 16" DI (COR) 16" DI (COR) DEP DEP 6" DI (COR) 35 36 RETAIN CB TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL C C C C C C C C C C C C C C C C C C C CCDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-11 AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ CONSTRUCTION SHEET P-11 EROSION CONTROL FOR SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE PLAN / PLAN SHEET1" = 20' N/A P-9MATCHLINE STA. 42+25MATCHLINE STA. 59+00SEE SHEET P -15 MATCHL INE -Y - STA . 11+75 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20'100' PUBLIC ROWGREEN RD.100' PUBLIC ROWGREEN RD.43+00 44+00 45+00 46+00 47+00 54+00 55+00 56+00 57+00 58+00 Millbrook_Rdy_P-9.dgn E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH STREAM BUFFER G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COMHARGROVE RD.60' PUBLIC ROWNO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: MILLBROOK ROADMILLBROOK_EC_dsn_P_11_cg.dgnMEdwards6/16/2020CADD TECH: JMH CHECKED BY: JFB TO CAPITAL BLVD.)(FROM ATLANTIC AVENUESIDEWALK & ROADWAY IMPROVEMENTP.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES277278279280280281282282283283284284284285285285286286287288289290 THHHH T SEXIST. SIDEWALK FOM CREPE MYRTLE SSMH WM CREPE MYRTLE DI FOM PEDESTAL TELEPHONE CREPE MYRTLE HAND HOLE TELEPHONE WIRE GUY CO SSMH WV WIRE GUY FOMFOM 10" MAPLE RETAINING WALL CONCRETE BLOCK WIRE GUY WIRE GUY SIGN WV CB WM SIGNAL BOX TRAFFIC MANHOLE TELEPHONE LP SSMH 20' DRAINAGE EASEMENT BM 1980 PG 211 DB 15601 PG 1610 PIN # 1726145119 AMERICAN PROPERTIES HOLDING BM 1980 PG 211DB 15601 PG 1610PIN # 1726145119AMERICAN PROPERTIES HOLDING 18"RCP18"RCPWIRE GUY WIRE GUYWV FH S CB HH H H WIRE GUY SIGNAL BOX TRAFFIC SH H DB 2945 PG 1 PIN # 1726132643 CONDOMINIUM MILLBROOK VILLAGE EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W BM 1979 PG 820 DB 15858 PG 2361 PIN # 1726142170 RST II, LLC HOLE TV HAND 48" RCP BM 1974 PG 15 DB 17153 PG 00030 PIN # 1726139558 SIRO NORTH HILLS, LLC. INV 277.55 TOP 281.30 DI POT -Y- Sta. 12+82.65 POT -L- Sta. 44+56.12 = TYPE R-3 TYPE R-3 TYPE N-1 TYPE N-1 3.5' 3.5'3.5' EXISTING TIE TO 6' SIDEWALK 6' SIDEWALK EXISTING TIE TO TYPE R-3 TYPE R-3 EXISTING TIE TO EXISTING TIE TO 5' SIDEWALK 6' SIDEWALK +03.07+48.1052.4'PROPOSED WM PROPOSED WM RETAIN TH #8 PEDESTRIAN REFUGE ISLAND SEE STD. DETAIL T-20.03 +05.91REFUGE ISLAND T-20.03 PEDESTRIAN SEE STD. DETAIL REFUGE ISLAND T-20.03 PEDESTRIAN SEE STD. DETAIL SEE STD DETAIL T-10.01.1 (ALT) INSTALL DRIVEWAY APRON DRAINAGE FLOW MAINTAIN EXIST. DRAINAGE FLOW MAINTAIN EXIST. 10' TRANSITION30' R 30' R 30' R+28.70+70.5576.14' RT +96.89 72.82' RT+91.57+29.67+79 .49 +92 .78 RETAIN EXISTING TIE TO D-5 SEE DETAIL SHEET NO. MONOLITHIC ISLAND 5" CONCRETE D-5 SEE DETAIL SHEET NO. MONOLITHIC ISLAND 5" CONCRETE D-5 SEE DETAIL SHEET NO. MONOLITHIC ISLAND 5" CONCRETE SIG. 5.0 & 5.1) (SEE SHEETS SIGNAL UPGRADE 2 .1 '3 .5 '+86.86TOP AS REQ'D ADJUST WV 5' SIDEWALK 5' SIDEWALK TIE TO EXISTING (BY OTHERS) RELOCATE WM TO EXIST. DI MAINTAIN FLOW (BY OTHERS) ADJUST AS REQ'D TOP AS REQ'D LOWER SSMH SIGNAL BOX RELOCATE (BY OTHERS) ADJUST AS REQ'D (BY OTHERS) HAND HOLE RELOCATE EXIST. SW DEMOLISH (BY OTHERS) RELOCATE WM50 PR AT&T100 PR AT&TTWCDEPDEPAT&T(FO) VERIZONTWCDUCT TWC2" PLAS. PSNC600 PR AT&T(TS)(TS)50 PR AT&TTWCL3 L3L3L350 PR AT&T DUCT TWC (2) (2) TWC (2) (FO) VERIZON AT&T2" PLAS. PSNCDUCT TWC2" STL. PSNC16" DI (COR)8" DI (COR)12" DI (COR)VERIZON(FO)600 PR AT&T 300 PR AT&T 38 39 CB RETAIN RETAIN CB Sta. 42+25 to 43+25 LT. on Slope as Work Allows. Place Matting for Erosion Control TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL SOIL AREA ALLUVIAL 308 3093 10 311312313314314 315315 315 3163173 1 8 319 319 HH C H H H H T HH T TT 15" RCP 15" RCP 15" RCP15" RCP ASPH.DRIVE 32" OAK LP 32" OAK 32" OAK FOM CREPE MYRTLE HOLE TV HAND WIRE GUY MANHOLE TELEPHONE SIGN SIGN SIGN PP CB SIGN DI FH WV SIGN HOLE TV HAND PEDESTAL TELEVISION DI SIDEWALK EXIST. WV CB PP WIRE GUY SSMH FOM HAND HOLE TELEPHONE ASPH.DRIVE 6" MAPLE 15' SANITARY SEWER EASEMENT BM 1991 PG 574 DB 1885 PG 243 PIN # 1726246595 NORTH BOULEVARD PLAZA EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W HOLE TV HAND R CP 15" PT Sta. 54+04.84 TYPE N-1 TYPE N-1 IMPROVEMENT PROJECT". TIE TO "GREEN ROAD SIDEWALK WITH CITY OF RALEIGH ENGINEER CONTRACTOR TO COORDINATE 6' SIDEWALK 6.0' RETAIN TH #930' R30' R+33.66+49.798.0'(BY OTHERS) HAND HOLE RELOCATE DEP DEPAT&TAT&T AT&T AT&T AT&TA T & T AT&T TWC (FO) VERIZON TWCDEPDEP DEP600 PR AT&TDUCT TWC DUCT TWC AT&TDUCT TWCEND 4" PLAS. PSNC4" PLAS. PSNC300 PR AT&T 300 PR AT&T 100 PR AT&T16" DI (COR) 16" DI (COR)(TS) (COR DOT) (TS) (COR DOT) 6"12" DIDUCT TWC (FO) VERIZON TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF C C C C C C C C C F C C DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ EROSION CONTROL SHEET EC-12 CONSTRUCTION SHEET P-12 EROSION CONTROL FOR PLAN / PLAN SHEET1" = 20' N/A P-10MATCHLINE STA. 59+00MATCHLINE STA. 64+50MATCHLINE STA. 64+50MATCHLINE STA. 70+0020 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20'60' PUBLIC ROWSIGNETT DR.60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 Millbrook_Rdy_P-10.dgn E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: MILLBROOK ROADMILLBROOK_EC_dsn_P_12_cg.dgnMEdwards6/16/2020CADD TECH: JMH CHECKED BY: JFB TO CAPITAL BLVD.)(FROM ATLANTIC AVENUESIDEWALK & ROADWAY IMPROVEMENTP.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES319319 320 320320320 320 320320321321 321 322322 HH W HH C HH HH HH 15" RCP15" RCPEXIST. SIDEWALK STMH 15" RCP SPUR #2099 ASPH.DRIVE 10" MAPLE PP HAND HOLE POWER 8" MAPLE 8" MAPLE SIGN 8" MAPLE LP WV FH 8" MAPLE FOM 10" MAPLE HAND HOLE POWER ASPH.DRIVE SSCO FOM HAND HOLE TELEPHONE HAND HOLE POWER HAND HOLE TELEPHONE 10" MAPLE MH WATER FOM PEDESTAL TELEVISION 15" RCP CB 18" MAPLE CB SIGN 15' SANITARY SEWER EASEMENT15' SANITARY SEWER EASEMENT BM 1994 PG 507 DB 6091 PG 612 PIN # 1726248703 CAPITAL FORD, INC. BM 1974 PG 148 DB 15305 PG 355 PIN # 1726342547 MOMA MILLBROOK, LLC.20' DRAINAGE & UTILITY EASEMENTEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W GUY WIRE TYPE N-1 TYPE N-1 TYPE N-1 TYPE N-1 3.5'0.0' 6' SIDEWALK PAVEMENT DETAIL. SEE STD. DETAIL T-10.05 FOR REMOVE ISLAND AND PAVE. RETAIN PROPOSED FH TH #10 6' SIDEWALK RELOCATE LP REMOVE TREE 30' R+17.340.0'36' R3.5'+24.1736' R30' R+02.960.0'RELOCATE FOM 3.0'+99.3130' R36' R3.0'+6.273.5'+93.87(BY OTHERS) HAND HOLE RELOCATE REMOVE FH RELOCATE WV (BY OTHERS) AS REQD. ADJUST DEP DUCT TWC DUCT TWC (FO) VERIZON DEP DEP AT&TAT&TTWCDUCT TWC4" STL. PSNC16" DI (COR)(TS) (COR DOT)6" DI (COR)4" PLAS. PSNC 300 PR AT&T (FO) VERIZON DUCT TWC 300 PR AT&T 200 PR AT&T 4" PLAS. PSNC 16" DI (COR) (FO) VERIZOND OT)(TS) (COR41 42 CB RETAIN TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL 319320320320320320 3213223 2 3 324 325 326 327 HH C C CC 7" BEECH FOM SSMH EXIST. SIDEWALK EXIST. SIDEWALK PEDESTAL TELEVISION 18" MAPLE FOM SIGN ELEV. = 321.96' BM #E PEDESTAL TELEVISION PEDESTAL TELEVISION SSMH 7" BEECH LP CO LP 7" BEECH LP FH WV HOTBOX SIGN HAND HOLE TELEPHONE 7" BEECH FOM SIDEWALK EXIST. 10' SANITARY SEWER EASEMENT BM 1997 PG 2079 DB 11684 PG 567 PIN # 1726345549 MKT PROPERTIES, LLC. BM 1993 PG 568 DB 5659 PG 832 PIN # 1726347784 FLORENCE VENTURES (2) WM'SEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W TYPE N-1 TYPE N-1 TYPE N-1 TYPE N-1 WARNING SURFACE RETROFIT 6' SIDEWALK EXISTING TIE TO EXISTING TIE TO 0' RETAIN RETAIN RETAIN 36' R30' R71.87' LT+28.64+22.31+43.52+83.36+00.5730' R10' TRANSITION WARNING SURFACE RETROFIT 36' RSIGN RELOCATE (BY OTHERS) HAND HOLE RELOCATE TOP AS REQ'D ADJUST WV TOP AS REQ'D LOWER SSMH SIGN RELOCATETWC200 PR AT&T4" STL. PSNC2" PLAS. PSNC DUCT TWC (FO) VERIZON DUCT TWCDUCT TWC DUCT TWC 2" PLAS. PSNC (FO) VERIZON 50 PR AT&T 16" DI (COR)16" DI (COR)6" DI (COR)43 44TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF C C C C C C C C C C C C C C DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-13 AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ CONSTRUCTION SHEET P-13 EROSION CONTROL FOR PLAN / PLAN SHEET1" = 20' N/A P-11MATCHLINE STA. 70+00MATCHLINE STA. 75+50MATCHLINE STA. 75+50MATCHLINE STA. 81+0020 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20'180' PUBLIC ROWCAPITAL BLVD.71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 90' PUBLIC ROW NEW HOPE RD.MILLBROOK ROADTO WALLINGFORD DRIVE)(FROM ATLANTIC AVENUESIDEWALK & ROADWAY IMPROVEMENTNEW HOPE ROADMillbrook_Rdy_P-11.dgn NEW HOPE RD. (SR 2108) 90' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM E. MILLBROOK RD. (SR 2108) 100' PUBLIC ROW NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: MILLBROOK_EC_dsn_P_13_cg.dgnMEdwards6/16/2020CADD TECH: JMH CHECKED BY: JFB P.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES324325 325 325 325 326326326 327 HH H H 15" RCP EXIST. SIDEWALK SIGN 7" BEECH LP 7" BEECH SIGN CB SSMH SIGN ASPH.DRIVE SIG POLE 26" OAK ELEV.= 328.38' BM#D SIG POLE SSMH SIG POLE STMH SIG PED CB PED SIG SIG POLE SSMH SIDEWALK EXIST. 10' UTILITY EASEMENT BM 1993 PG 568 DB 5659 PG 832 PIN # 1726347784 FLORENCE VENTURES BM 2011 PG 340 DB 1000 PG 001 PIN # 1716436986 NORTH BLVD PLAZA EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W BM 1978 PG 594 DB 16195 PG 338 PIN # 1726444697 WENDY'S PROPERTIES, LLC HOLE HAND TV BOX SIGNAL TRAFFIC EXIST. SIDEWALK PEDESTAL TVC H H SIG PED BOX SIGNAL TRAFFIC EXISTING TIE TO3.5' 6' SIDEWALK TH #11 36' REXISTING TIE TO 10' TRANSITION +01.30+29.6230' R36' R+07.182.5'(BY OTHERS) AS REQD. ADJUST SIGN RELOCATE SIGN RELOCATE DUCT TWC (FO) VERIZON 50 PR AT&T200 PR AT&TDEPAT&TAT&T AT&T(TS)DEP TWCTWC DUCT TWC AT&T AT&T AT&T DEP DUCT TWC 100 PR AT&T DUCT TWC 4" PLAS. PSNC AT&T (AATUR) (FO) VERIZON TWC DUCT TWC AT&T AT&T 24" DI (COR) 24" DI (COR) 16" DI (COR)(TS) (COR DOT)(FO) (COR DOT)(FO) (COR DOT) 44 45 CCWO DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL 326 327327328329 330 330331 3 3 1 332333 334335HH HHC T H H C C T CREPE MYRTLE 24" PINE 15" MAPLE15" RCP18" R C P CREPE MYRTLE SSMH CB 15" RCP LP DI CO WM CREPE MYRTLE GTEST LP LP SIGN SIGN 26" OAK FH PEDESTAL TV PEDESTAL TV 15" MAPLE FOM WM HAND HOLE TELEPHONE PEDESTAL TV HOLE TV HAND SSMH CO SIGN PP SIGN PPFOM PEDESTAL TELEPHONE HAND HOLE TELEPHONE 32" OAK PK 15" PECAN SIGN SIGN SIGN LIGHT SIGN CB SIGN 24" PINE 18" PINE 13" PINE 20" PINE ELEV. = 336.75' BM#C 24" PINE 15" PINE 19" PINE 15" PINE 18" PINE PP 15" MAPLE WM HOTBOX WIRE GUY FOM SPUR #1131 BM 2011 PG 340 DB 1000 PG 001 PIN # 1716436986 NORTH BLVD PLAZA BM 1978 PG 574 DB 14029 PG 439 PIN # 1726447647 BRIDGESTONE RETAIL OPERATIONS BACKFLOW PREVENTER ICV HOTBOX BACKFLOW PREVENTER EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W DB 16814 PG 1568 PIN # 1726542749 5072 NEW HOPE, LLC BM 1978 PG 594 DB 16195 PG 338 PIN # 1726444697 WENDY'S PROPERTIES, LLC ASPH. DRIVE ASPH. DRIVE ASPH. DRIVE TELEPHONE PEDESTAL 2029328.8230031 2030328.9030032 EXIST. SIDEWALK (W)INV 321.60 (N)INV 321.64 TOP 325.93 DI SIGN FH WV WV WV C PEDESTAL TV LP LP SIGN SIGN ASPH. DRIVE PC Sta. 79+70.64D PI Sta 87+47.39 L = 1,350.06' T = 776.76' R = 1,091.09' TYPE N-1 TYPE N-1 TYPE N-1 TYPE N-1 EXISTING TIE TO 3.5' 6' SIDEWALK PROPOSED FH RETAIN RETAIN PROPOSED WM TH #12 30' R30' R30' R30' R+77.89+93.69+17.50+21.57+46.11T-20.04.3 SEE STD DETAIL WARNING SURFACE PLACE DETECTABLE 6.0'+50.915' SIDEWALK +27.380.0'30' R35' RTYPE R-1 TYPE R-1 9.6'30' R36' R0.0'+98.316.0'+25.72'6' SIDEWALK 30' R36' R+29.574.5'+52.233.5'6.0' DEMOLISH EXIST. SW DEMOLISH EXIST. SW (BY OTHERS) HAND HOLE RELOCATE (BY OTHERS) RELOCATE WM (BY OTHERS) STATION GAS TEST RELOCATE AS REQD. ADJUST SS MH REMOVE FH AS REQD. ADJUST SS MH RELOCATE FOM (BY OTHERS) RELOCATE HAND HOLE RELOCATE FOM AT&T DEP DEP DEPTWC TWC TWC DUCT TWCDUCT TWC AT&T AT&T AT&TAT&TAT&TAT&T 2" STL. PSNCAT&T AT&T AT&T AT&T AT&TEORI (AATUR) AT&TAT&TAT&TAT&TAT&TAT&TAT&TDUCT TWC DUCT TWC DUCT TWC TWC 24" DI (COR) 24" DI (COR)4" PLAS. (COR)24" DI (COR)(COR)(FO) (COR DOT)(FO) (COR DOT)(FO) (COR DOT) 4" STL. PSNC DUCT TWC 100 PR AT&T (FO) VERIZON TWC AT&T (AATUR) 24" DI (COR) 6" DI (COR) 4" STL. PSNC (FO) VERIZON AT&T 45 47 48 TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF ANCE DISTURB- LIMIT OF SOIL AREA ALLUVIAL C C C C C C C F F F F F C C F F C C C C DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-14 AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ CONSTRUCTION SHEET P-14 EROSION CONTROL FOR PLAN / PLAN SHEET1" = 20' N/A P-12MATCHLINE STA. 81+00MATCHLINE STA. 86+50MATCHLI NE STA. 86+50MATCHLINE STA. 91+5020 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 40 GRAPHIC SCALE: 1" = 20'60' PUBLIC ROWHOLLENDEN DR.50' PUBLIC ROWGREEN MEADOW CT. 82+00 83+00 84+00 8 5+ 0 0 86+0087+00 88+00 89+00 90+00 91+00 NEW HOPE ROADMillbrook_Rdy_P-12.dgnTO WALLINGFORD DRIVE)(FROM CAPITAL BLVD.SIDEWALK & ROADWAY IMPROVEMENTNEW HOPE RD. (SR 2108) 90' PUBLIC ROW NEW HOPE RD. (SR 2108) 90' PUBLIC ROW CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: MILLBROOK_EC_dsn_P_14_cg.dgnMEdwards6/16/2020CADD TECH: JMH CHECKED BY: JFB P.W. 2015-18 DATE: APRIL 2019331332333 333 334 334 334 334335 335335 335 335 335336 3 3 6 336 3 3 7 337 338 338339H H H H HHSHH H HHH W H H S PPS EXIST. SIDEWALK 9" PINE 24" PINE 17" PINE10" PINE 24" PINE FOM 28" PINE 17" PINE 6" PINE 12" PINE 12" PINE 17' PINE 12" PINE 12" PINE 15" PINE 26" PINE SIGN SIGN DRIVE CONC. BOX TRAFFIC SIGNAL SIGN SIGN SIGN FOM 32" OAK FOM HAND HOLE TELEPHONE 10" MAG LP LP HAND HOLE POWER 10" MAG 10" MAG BOX CONTROL TRAFFIC 12" DOGWOOD BOX CONTROL TRAFFIC HAND HOLE TELEPHONE HAND HOLE TELEPHONE LIGHT SIGN FOM WIRE GUY SIDEWALK EXIST. ELEV. = 339.42' BM#B SIDEWALK EXIST. PP ST SGN HOLE TV HAND 15" MAPLE WIRE GUY WIRE GUY PP LP HAND HOLE TELEPHONE WIRE GUY WIRE GUY PP BOX CONTROL TRAFFIC SPUR #813 BM 1972 PG 250 DB 12820 PG 1273 PIN # 1716535521 FAIRWAY APARTMENT PARTNERS, LLC. EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EX IST ING R /W EX IST ING R /W DB 16814 PG 1568 PIN # 1726542749 5072 NEW HOPE, LLC BM 1979 PG 657 DB 15938 PG 1475 PIN # 1726545592 RESOURCE, LLC TOTAL RENTAL MH WATER R/WEXISTINGR/WEXISTINGD PI Sta 87+47.39 L = 1,350.06' T = 776.76' R = 1,091.09' TYPE R-3 TYPE R-3 TYPE R-2 TYPE R-2 3.5' 3.5' 6 ' SIDEWALK EXISTING TIE TO EXISTING TIE TO TYPE N-1A TYPE N-1A 6.0' TH #13 30' R30' R30' R30' R+97.38+14.71+04.705' SIDEW ALK 5' SI D E WA L K +34.816' SI DEW ALK10' TRANSITION 4.2) SIG. 4.0, 4.1 & (SEE SHEETS SIGNAL UPGRADE3.5'6.0'6.0'+21.773.5'6' SIDEWALK (BY OTHERS) RELOCATE HAND HOLE (BY OTHERS) RELOCATE HAND HOLE (BY OTHERS) CONTROL BOX RELOCATE TRAFFIC SIGNAL BOX RELOCATE RELOCATE SIGN RELOCATE FOM AT&TAT&TDUCT TWCDEP DEP DEP DEP D EPDEPDEPDEPDEP4" STL. PSNC (2) TWC (2) TWC (2 ) TWC TWCAT&TDUCT TWC4" STL. PSNCDUCT TWCAT&T400 PR AT&T200 PR AT&T(T S )24" DI (COR) 24" DI (COR )(COR)(FO) (COR DOT)8" DI (COR)24" D I (C O R )NOT SURVEYED E-TRANS (FO) VERIZON (FO) COR DOT DUCT TWC 4" STL. PSNC DUCT TWC (FO) VERIZON (FO) COR DOT AT&T AT&T 48 49 TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF ANCE DISTURB- LIMIT OF ANCE DISTURB- LIMIT OF ANCE DISTURB- LIMIT OF 317317 318318319319320 320320321 321321 322322323323324 324 324325325 325326 327 328329 330 330C T H HT T C HH EXIST. SIDEWALK EX IST . S IDEWALK BOX TRANSFORMER PEDESTAL TVTV PEDESTAL FOM MAILBOX (4) PEDESTAL TELEPHONE BOX TRAFFIC SIGNAL WM'S (4) BOX TRANSFORMER 17" PINE 14" PINE WM'S (3) PEDESTAL TELEPHONE LP MAILBOX (6) HAND HOLE TELEPHONE FOM WM'S (4) 20" PINE 18" OAK 16" OAK SPUR #511 WM'S (6) FH PEDESTAL TELEPHONE20' DRAINAGE EASEMENTBM 1979 PG 657 DB 8222 PG 664 PIN # 1726546497 DAVID S. DURHAM BM 1985 PG 812 DB 9482 PG 391 PIN # 1726547462 JACOBS RENTAL RESOURCES, LLC. BM 1985 PG 812 DB 9482 PG 391 PIN # 1726548344 JACOBS RENTAL RESOURCES, LLC. EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W BM 1979 PG 657 DB 16334 PG 2464 PIN # 1726549235 THUY TRAN AND TRACH NGUYEN BM 1979 PG 657 DB 16675 PG 1818 PIN # 1726549183 WIFE SCHATZI McCARTHY LLOYD McCARTHY AND BM 1979 PG 657 DB 15938 PG 1475 PIN # 1726545592 RESOURCE, LLC TOTAL RENTAL DRIVECONC. CONC. DRIVE CONC. DRIVE CONC. DRIVE CONC . DRIVE (3) MAILBOX MAILBOX (4) D PI Sta 87+47.39 L = 1,350.06' T = 776.76' R = 1,091.09' EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO 6' SIDEWALK 3.5' 3.5' RETAIN RETAIN RETAIN RETAIN TH #14 30' R30' R 30' R30' R+78.35+93.65+45.38+68.48+07.89+31.46+33.31+36.82+56.66+79.45+36.81+55.196' SIDEWALK 3.5'3.5 '30' R+26.47+46.9630' R 0.0'0.0'+53.333.5'0.00'(BY OTHERS) TEL. PED. RELOCATE (BY OTHERS) OF SIDEWALK TO CENTER HAND HOLE RELOCATE SIGNAL BOX TRAFFIC RELOCATE (BY OTHERS) AS REQD. ADJUST (BY OTHERS) ADJUST AS REQD. TRANSFORMER GRADE AROUND DEP DEP D E P(COR)24" DI (COR)6" DI (COR)4" STL. PSNC (FO) VERIZON (2) TWC 200 PR AT&T 24" DI (COR) 24" DI (COR) 4" STL. PSNC (FO) VERIZON (2) TWC 200 PR AT&T 49 50 51 52 53 54 TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF C C C C C C C C C CC C C F C F F C F C C C DocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020 EROSION CONTROL SHEET EC-15 AIN HT OR LR O CA ROFESSION 26971 GE NREINE SEALPNAL NOTLAD .G AUHS OJ CONSTRUCTION SHEET P-15 EROSION CONTROL FOR PLAN / PLAN SHEET1" = 20' N/A P-13MATCHLINE STA. 91+50SEE SHEET P -11 MATCHL INE -Y - STA . 11+75 20 10 0 20 40 GRAPHIC SCALE: 1" = 20' 20 10 0 20 4060' PUBLIC ROWHARGROVE RD.92+0093+0011+0060' PUBLIC ROWWALLINGFORD DR.GRAPHIC SCALE: 1" = 20'NEW HOPE ROADTO WALLINGFORD DRIVE)(FROM CAPITAL BLVD.SIDEWALK & ROADWAY IMPROVEMENTN EW H O PE RD. (SR 2108) 90' PU BLIC RO W CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK REMAIN INSIDE THE PUBLIC RIGHT-OF-WAY PER RELOCATED OUTSIDE CONCRETE AREAS AND FOUND IN THE PROPOSED SIDEWALK ARE TO BE ALL WATER AND SEWER SERVICES LOCATED OR AND SPECIFICATIONS. ALL CITY OF RALEIGH AND OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH G & M of North Carolina, Inc. NC License No. C-1869 Prepared in the Office of: 5420 Wade Park Boulevard, Suite 350 Raleigh, NC 27607 Tel: 919/854-1282 Fax: 919/233-1125 WWW.ARCADIS.COM Millbrook_Rdy_P-13.dgn NO. REVISIONS HSCALE VSCALE SCALES DATE CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LPROJECT: SHEET NO: DRAWING NO: MILLBROOK_EC_dsn_P_15_cg.dgnMEdwards6/16/2020CADD TECH: JMH CHECKED BY: JFB P.W. 2015-18 DATE: APRIL 2019 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION must be in accordance with all Local, State and Federal Rules and Regulations. ConstructionAll Law. Federal or State City, of violation any permit to construed beit shall nor permit, a not is below authorization specific This Laws. Federal contractors are each responsible for compliance with all applicable City, State and andconsultants, design owner, property The construction. and development forrequirements legal all with compliance total represent to considered be tonot is construction for authorization and review, limited This codes. applicable withcompliance general for reviewed been have use proposed the for Plans SITE ACCESSIBILITY URBAN FORESTRY FIRE PLANNING/ZONING STORMWATER PUBLIC UTILITIES TRANSPORTATION FIELD SERVICES315316317318ASPH.DRIVE BM 1980 PG 211 DB 15601 PG 1610 PIN # 1726145119 AMERICAN PROPERTIES HOLDING BM 1980 PG 211 DB 15601 PG 1610 PIN # 1726145119 AMERICAN PROPERTIES HOLDING EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WBM 1979 PG 820 DB 15858 PG 2361 PIN # 1726142170 RST II, LLC PT Sta. 93+20.70D PI Sta 87+47.39 L = 1,350.06' T = 776.76' R = 1,091.09' TYPE N-1 TYPE R-3 EXISTING TIE TO EXISTING TIE TO 0' 30' R 40' R61.92' LT+56.04+82.86+46.96+70.190.00'SIGN RELOCATE D E P DEP200 PR AT&T200 PR AT&T600 PR AT&TTWC8" (COR)(FO) VERIZON (3) TWC 200 PR AT&T 24" DI (COR) 600 PR AT&T 4" STL. PSNC 54 55 TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL 283285286287288289290290 2912 9 129 2293EXIST. SI DEW ALKWM'S (4) SIGN FOM SIGN BRICK GTEST SIGN ELEV. = 319.63' BM#A 26" OAK RETAIN EX IS T IN G R /W E X IS T IN G R /W EXI STI NG R/ W EXI STI NG R/ WEXISTING R/WEXISTING R/WBM 1979 PG 657 DB 16675 PG 1818 PIN # 1726549183 WIFE SCHATZI McCARTHY LLOYD McCARTHY AND BM 1980 PG 155 DB 16709 PG 89 PIN # 1726630989 REAZ HANSAN BM 1979 PG 657 DB 16675 PG 1818 PIN # 1726549183 WIFE SCHATZI McCARTHY LLOYD McCARTHY AND 45POT -Y - S ta . 10+00 .00 TYPE N-1 TYPE N-1 EXISTING TIE TO 3.5'6' SIDEWALK+79 .49 (BY OTHERS) ADJUST AS REQ'D 38 (FO) VERIZON600 PR AT&T12" DI (COR) Sta. 42+25 to 43+25 LT. on Slope as Work Allows. Place Matting for Erosion Control TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE TONS/AC, TACK=400 GAL/AC) WORK DAY. (STRAW=2 TACK BY THE END OF EACH COVERED WITH STRAW & ALL DISTURBED AREAS TO BE DISTURBANCE LIMIT OF SOIL AREA ALLUVIAL SOIL AREA ALLUVIAL C C CCCDocuSign Envelope ID: D7727D05-5480-4A47-ADA0-5371280F5C68 6/25/2020