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HomeMy WebLinkAbout20220087 Ver 1_SAW-2016-00945 NWP verification_20220329Strickland, Bev From: Lastinger, James C CIV USARMY CESAW (USA) <James.C.Lastinger@usace.army.mil> Sent: Tuesday, March 29, 2022 1:55 PM To: jason.hartshorn@kimley-horn.com Cc: Cohn, Colleen M Subject: [External] Roberts Road Townhomes, NWP verification, SAW-2016-00945 Attachments: NWP29.pdf; NWP58.pdf; SAW-2016-00945 signed NWP verification.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Jason, Please see the attached NWP verification for the above referenced project. A hard copy will not be mailed. Please note that your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the permit conditions and your submitted plans. Any violation of the conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. Please let me know if you have any questions regarding this verification, or any of the conditions of the permit. James Lastinger Regulatory PM Raleigh Regulatory Field Office US Army Corps of Engineers, Wilmington District ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Phone: 919-634-2364 Please note that I am teleworking almost exclusively. Email is the best way to reach me. i U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2016-00945 County: Wake U.S.G.S. Quad: NC -Green Level GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Toll Brothers, Inc. Jeff Westmoreland Address: 900 Perimeter Park Drive, suite B3 Morrisville, NC 27560 Telephone Number: 919-801-6851 E-mail: jestmoreland@a,tollbrothers.com Size (acres) 28 Nearest Town Cary Nearest Waterway Jack Branch River Basin Cape Fear USGS HUC 03030002 Coordinates Latitude: 35.7651 Longitude: -78.8815 Location description: The project site is approximately 28 acres located adjacent to Page Road, near the town of Cary, Wake County, North Carolina. The project also includes an offsite sewer line, beginning at the property, traveling north and west along Jacks Branch approximately 3,900 LF to its terminus adjacent to Linville Gorge Way. Description of projects area and activity: This verification authorizes the permanent conversion of 0.049 acre of wetlands, temporary impacts to 0.028 acre of wetlands, temporary impacts to 0.01 acre (86 LF) of stream channel and permanent impacts to 0.017 acre (177 LF) of stream channel for the installation of a culverted road crossing, and offsite sewer line associated with the Roberts Road Townhome development. No mitigation is required for this proposal. Applicable Law(s): N Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Nationwide Permits 29 and 58 SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Conditions, your application signed and dated 1/14/2022, and the enclosed plans entitled "Roberts Road Townhomes" dated 1/10/2022. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact James Lastingerpt 919-554-4884 ext 32or James.C.Lastinger@usace.army.mil. Corps Regulatory Official: Expiration Date of Verification: 3/15Y 026 Date: 03/29/2022 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p=13 6:4:0 Copy furnished: Agent: Kimley-Horn Jason Hartshorn Address: 421 Fayetteville Street, suite 600 Raleigh, NC 27601 Telephone Number: 919-678-4155 E-mail: Jason.hartshorn@kimley-horn.com Action ID Number: SAW-2016-00945 Permittee: Toll Brothers, Inc., Jeff Westmoreland Project Name: Roberts Road Townhomes Date Verification Issued: 03/29/2022 Project Manager: James Lastinger County: Wake Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: James Lastinger Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or James.C.Lastinger@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date TOWN OF CARY #21-DP-6715-A 0 0 w 1) 0 c 0 0 Utilities Projects \013703000—RobertsRoadTH\07—CAD Files\Plansheets\Utilities\Enviro Per T 0 o 0 0 I 1) 0 0 0 09: 57: 25am 0 0 0 0 0 T 0 0 0 0 OVERALL OFFSITE SEWER PLAN 0 0 0 0 T 0 J Roberts Road Townhomes Offsite SS Sheet Set 0) 0 E 0.) 0 0 0 0 EXISTING VARIABLE WIDTH TOWN OF CARY SANITARY SEWER EASEMENT LOWER ACCESS DRIVE ( I I • i F I IIPM I tire ‘0 S1Ii - TOWN ►. ROBERTS ROAD (SR-1608) D 0 GORG OWN-SSSTRE T� Op -,V1)- F2 IMPACT SITE 1 - SEE SHEET ESC-2 TEMPORARY ZONE 2: 947 SF PROPOSED TOWN OF CARY SANITARY SEWER EASEMENT, TYP X 2 - SEE SHEET ESC-2 AND 3 WETLAND: 0.026 ACRES WETLAND: 0.020 ACRES ZONE 1: 1299 SF ZONE 1: 1290 SF ZONE 2: 2099 SF ZONE 2: 865 SF STREAM: 0.004 AC IMPACT SITE PERMANENT TEMPORARY PERMANENT TEMPORARY PERMANENT TEMPORARY TEMPORARY >7- IMPACT SITE 3 - SEE SHEET ESC-3 AND 4 PERMANENT ZONE 3: 5092 SF TEMPORARY ZONE 3: 1971 SF i O U Y 1P) Oft upt&‘iv •11 won IMPACT SITE 4 - SEE SHEET ESC-4 PERMANENT WETLAND: 0.023 ACRES TEMPORARY WETLAND: 0.008 ACRES PERMANENT ZONE 1: 1964 SF TEMPORARY ZONE 1: 869 SF PERMANENT ZONE 2: 2509 SF TEMPORARY ZONE 2: 944 SF TEMPORARY STREAM: 0.006 AC TOWN • • A i f I DUKE TRANSMISSION POWER POLE I I TOPO SURVEY BOUNDARY I \� 1 1 / / / / DUKE TRANSMISSION POWER POLE / / // 1 DUKE TRANSMISSION EASEMENT o z Z a� -0 �1 CO W W OO C O C z z ZOrtik 100 R 'NE 1 1 1 TRENCHLESS CROSSING OF NC-540 I yls to m 0 C ID -c 0 IMPACT SITE 5 - SEE SHEET ESC-4 TEMPORARY ZONE 3: 115 SF N. 0 0 m N „, ON -SITE SANITARY SEWER BY OTHERS IMPACT SITE 7 - SEE SHEET ESC-6 AND 7 PERMANENT ZONE 2: 27 SF TEMPORARY ZONE 2: 253 SF PERMANENT ZONE 3: 12703 SF TEMPORARY ZONE 3: 9863 SF i TOWN OFF WAKE COUNTY INIMN lirL‘\ UPPER ACCESS DRIVE SEE NOTE A-3.2 IMPACT SITE 9 - SEE SHEET ESC-7 PERMANENT ZONE 3: 1420 SF WAKE COUNTY TOWN OF APEX 0 m i f�`tr TOWN OF CARY WAKE COUNTY 204, 100 FF00 FP I T'I I tlerwian 001 ZONE 3 „ a, ZONE 1 1 1 POND (GIS DATA) IMPACT SITE 6 - SEE SHEET ESC-5, 6, AND 7 PERMANENT ZONE 1: 904 SF TEMPORARY ZONE 1: 1430 SF PERMANENT ZONE 2: 4598 SF TEMPORARY ZONE 2: 2294 SF PERMANENT ZONE 3: 10458 SF TEMPORARY ZONE 3: 7670 SF / WAKE COUNTY TOWN OF 1IMPACT SITE PERMANENT TEMPORARY PERMANENT TEMPORARY PERMANENT TEMPORARY PERMANENT PERMANENT 8 - SEE SHEET ESC-7 ZONE 1: 6944 SF ZONE 1: 370 SF ZONE 2: 10556 SF ZONE 2: 388 SF ZONE 3: 16330 SF ZONE 3: 1710 SF STREAM, NO NET LOSS: 0.008 AC STREAM: 0.009 AC NMI y 001 WADE DRIVE (PAVEMENT) \ SS - N m PROPOSED DEVELOPMENT BY OTHERS / / / IMPACT SITE 11 - SEE SHEET ESC-8 TEMPORARY ZONE 3: 959 SF IMPACT SITE 10 - SEE SHEET ESC-7 PERMANENT ZONE 3: 6563 SF E bat `PR r, // 1 11511 J< K / J TOWN OF CARY WAKE COUNTY IMPACT SITE 12 - SEE SHEET ESC-8 PERMANENT ZONE 3: 951 SF IMPACT SITE 13 - SEE SHEET ESC-8 TEMPORARY ZONE 3: 272 SF / / • GRAPHIC SCALE IN FEET 0 100 200 400 Know what's below. CaII before you dig. LIMITS OF DISTURBANCE: TOWN OF CARY: 0.46 ACRES WAKE COUNTY: 2.74 ACRES DEVELOPMENT PLAN # 21-DP-6715-A NOTE: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND TOWN OF CARY STANDARDS AND SPECIFICATIONS APPLICABLE. IN THE EVENT OF A CONFLICT THE MORE STRINGENT STANDARD SHALL GOVERN. THE APPROVAL AUTHORITY OF TOWN OF CARY FOR AREAS OUTSIDE TOWN OF CARY JURISDICTION IS LIMITED TO UTILITY REVIEW ONLY. SURVEY NOTE: ALL EXISTING ON -SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY PREPARED BY SAM, LLC 2641-116 SUMNER BLVD RALEIGH, NORTH CAROLINA 27616 (LICENSE NUMBER L-4333) 919-878-7466 DATED 12/04/2020. RECEIVED BY KIMLEY-HORN ON 12/07/2020. OFF -SITE TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY AVAILABLE GIS DATA. w 01 0 REVISIONS 0 z U z w 0 Q 0 0 0 U) Q 0 z Q z 0 0 w J 0 CAI 0 O 0 Cfl 0 CN 0 z 0 w J 0 0 0 Cfl w 0 0 0 0 w w 0 0 0 w J J > . w w z = <Iz Q w cal 0 —677-2050 0) X w 919-677-2000 WWW.KIMLEY—HORN.COM CV 0 0 AS SHOWN z DESIGNED BY 0 0 0 DRAWN BY 0 N CHECKED BY U z L.L W o LL o0 Q � w CO lY J 0_ 1> O0 U 0 0 z 0 m 0 SHEET NUMBER ESC-1 Drawings\ESC-2 LOWER ACCESS AREA PLAN.dwq \DUR—Utilities\—Roadway Utilities Projects \013703000—RobertsRoadTH\07—CAD Files\Plansheets\Utilities\Enviro Per E 0 0) LO O T 0 7 L 0 Sheet Set 0) 0 Plotted By: Cangemi, This document, together with the concepts and designs presented her \ i \ \ \ \ SIDEWALK CLOSED AHEAD TYPE II BARRICADE \ i \ I \ \ \ SIDEWALK CLOSED AHEAD TYPE II BARRICADE \ \ \ \ \ 45 \\ \ \ \ \ M MH \ \ EXISTING TOWN OF CARY SANITARY SEWER EASEMENT 1 \\ SIDEWALK CLOSED AHEAD TYPE III BARRICADE gh- Mir INLET PROTECTION SEE NOTE ESC-2.1 DEDICATED ACCESS AREA ANASSAS GAP PL OW OR FORMERLY EEN LEVEL CROSSING COMMUNITY ASSN. TOWNE PROPERTIES P.O. BOX 99149 RALEIGH, NC 27624 PIN 0733 25 8968 IMPACT SITE 1 EXISTING VARIABLE WIDTH STORMWATER CONTROL STRUCTURE & ACCESS N— 20' PRIVATE PEDESTRIAN TRAIL EASEMENT EXISTING TOWN OF CARY \ SANITARY SEWER EASEMENT -,,\ SIDEWALK CLOSED AHEAD TYPE III BARRICADE ZONE 2 ZONE 1 INLET PROTECTION SEE NOTE ESC-2.1 DEDICATED ACCESS AREA ANASSAS GAP PL OW OR FORMERLY EEN LEVEL CROSSING COMMUNITY ASSN. TOWNE PROPERTIES P.O. BOX 99149 RALEIGH, NC 27624 PIN 0733 25 8968 IMPACT SITE 1 EXISTING VARIABLE WIDTFI STORMWATER CONTROL STRUCTURE & ACCESS N— 20' PRIVATE PEDESTRIAN TRAIL EASEMENT NOW OR FORMERLY GREEN LEVEL CROSSING COMMUNITY ASSN. TALIS MANAGEMENT P.O. BOX 99149 RALEIGH, NC 27624-9149 0733 27 7226 B 014400, PG 01331 NKLM HEAD NNNx ,-romA co ENTRANCE I (30') BUFFER PROPOSED VARIABLE WIDTH TOWN OF CARY SANITARY SEWER EASEMENT (2,162 FT2) 44111:6144N 1% FUTURE CONE ZONE 719 LF ZONE 3 (100') BUFFER EXISTING WETLAND AREA TREE PROTECTION FENCE 719 LF SILT PROTECTION FENCE INLET PROTECTION :- INLET PROTECTION SEE NOTE ESC-2.1 371 3709 LINVILLE GORGE WAY NOW OR FORMERLY MUHAMMAD AHSAN & SHAJJIA KHAN BARI CARY, NC 27519-9620 PIN 0733 26 6531 STORM CLEANOUT 4-PVC A NOW OR FORMERLY GREEN LEVEL CROSSING COMMUNITY ASSN. TALIS MANAGEMENT P.O. BOX 99149 RALEIGH, NC 27624-9149 0733 27 7226 01331 ZONE 1 (30') BUFFER WAY NOW OR FORMERLY MUHAMMAD AHSAN & SHAJJIA KHAN BARI CARY, NC 27519-9620 PIN 0733 26 6531 HEAD CONSTRUCTION , ENTRANCE LANDSCAPE AREA (TYPICAL LP LANDSCAPE AREA (TYPICAL SEE NOTE ESC-2.1 GORGE WAY NOW OR FORMERLY OUMAR NDIAYE CARY, NC 27519-962 PIN 0733 26 8516 BUILDING 77 SEE SHEETS TCD-1—TCD— 3 FOR TOWN OF CARY EROSION CONTROL DETAILS INLET PROTECTION SEE NOTE ESC-2.1 EIS - EXISTING VARIABLE WIDTH TOWN OF CARY SANITARY SEWER EASEMENT EXISTING 20' PRIVATE PEDESTRIAN I TRAIL EASEMENT SEE NOTE ESC-2.5 EXISTING TOC SANITARY SEWER EASEMENT RCVVM ROCK HEADWALLS met 3721 LH vILLE SEE SHEET SS-1 FOR WAY SEWER CONSTRUCTION NOW OR FORMERLY STEVE BLANKEN & LYNN MICHELLE SWARTZLANDER CARY, NC 27519-9620 PIN 0733 2 69419 655 LF TREE PROTECTION FENCE 655 LF SILT PROTECTION FENCE WAY NOW OR FORMERLY KETUL & PINAL KETUL PATEL 3720 LINVILLE GORGE WAY CARY, NC 27519-9619 PIN 0733 26 9338 DB 015665, PG 00533 END OF SIDEWALK SURVEY DATA (- NON -ENCROACHMENT ZONE SEE SHEETS WCD-1—WCD-4 FOR WAKE COUNTY EROSION CONTROL DETAILS MULCH TO BE REPLACED FH PROPERTY LINE, TYP. PROPOSED VARIABLE WIDTH TOWN OF CARY SANITARY SEWER EASEMENT (2,162 FT2) ZONE INLET PROTECTION SEE NOTE ESC-2.1 371 GORGE WAY NOW OR FORMERLY OUMAR NDIAYE CARY, NC 27519-962 PIN 0733 26 8516 BUILDING EIS - .1 NOW OR FORMERLY DESAI 3716 LINVILLE GORGE WAY CARY, NC 27519-9619 PIN 0733 26 8351 ZONE 2 IMPACT SITE 2 SIDEWALK CLOSED TYPE III BARRICADE 1000' BACK SIDEWALK CLOSED AHEAD TYPE II BARRICADE EXISTING WETLAND AREA ZONE 3 (100') BUFFER\. ZONE 2 .... .. ... .. .................... . a:L AR: ; ........ .. :a : ...... SEE SHEETS TCD-1—TCD-3 FOR TOWN OF CARY EROSION CONTROL DETAILS INLET PROTECTION SEE NOTE ESC-2.1 EXISTING VARIABLE WIDTH TOWN —OF CARY SANITARY SEWER EASEMENT EXISTING 20' PRIVATE PEDESTRIAN TRAIL EASEMENT SEE NOTE ESC-2.5 WAY SEWER CONSTRUCTION NOW OR FORMERLY MICHELLE SWARTZLANDER CARY, NC 27519-9620 PIN 0733 2 69419 719 LF TREE PROTECTION FENCE 719 LF SILT PROTECTION FENCE INE INLET PROTECTION :- SEE NOTE ESC-2.1 EXISTING TOC SANITARY SEWER EASEMENT RCWIA x & TPD ROCK HEADWALLS MULCH TO BE REPLACED \ PROPERTY LINE, TYP. FH 655 LF TREE PROTECTION FENCE 655 LF SILT PROTECTION FENCE WAY NOW OR FORMERLY KETUL & PINAL KETUL PATEL 3720 LINVILLE GORGE WAY CARY, NC 27519-9619 PIN 0733 26 9338 DB 015665, PG 00533 END OF SIDEWALK SURVEY DATA I NOW OR FORMERLY DESAI 3716 LINVILLE GORGE WAY CARY, NC 27519-9619 PIN 0733 26 8351 FOR WAKE COUNTY EROSION CONTROL DETAILS W\ IMPACT SITE 2 SIDEWALK CLOSED TYPE III BARRICADE 1000' BACK SIDEWALK CLOSED AHEAD TYPE II BARRICADE 0 TOWN OF CARY #21—DP-6715—A NOTES: ESC-2.1 CONTRACTOR TO PROTECT ALL EXISTING SANITARY SEWER AND STORM STRUCTURES, INLETS, AND PIPES. CONTRACTOR RESPONSIBLE FOR ANY REQUIRED REPAIRS RELATED TO CONSTRUCTION ACTIVITIES. INSPECTIONS VIA VIDEO AND ANY NEEDED REPAIRS ARE REQUIRED PRIOR TO ASPHALT WORK/REPAIRS. ESC-2.2 CONTRACTOR TO COORDINATE ACCESS VIA EXISTING EASEMENTS AND PROTECTION OF EXISITNG SANITARY SEWER AND STORM FACILITIES WITH TOWN OF CARY PUBLIC WORKS. ESC-2.3 CONTRACTOR SHALL RESTORE ALL AFFECTED AREAS TO PRECONSTRUCTION CONDITION OR BETTER. ESC-2.4 TEMPORARY CONSTRUCTION EASEMENT IS LIMITS OF DISTURBANCE, UNLESS ADDITIONAL "LOD" LINE IS SHOWN. ESC-2.5 CONTRACTOR SHALL COORDINATE ACCESS AND RESTORATION ALONG EXISTING ASPHALT TRAIL WITH LOCAL HOA BOARD. ESC-2.6 ALL LOD TO BE CLOSED TO PEDESTRIAN TRAFFIC. CONSTRUCTION ENTRANCES MUST BE MODIFIED TO ACHIEVE ADA COMPLIANCE WHERE APPLICABLE. PERMANENT WETLAND CONVERSION TEMPORARY WETLAND PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 PERMANENT ZONE 3 TEMPORARY ZONE 3 TEMPORARY STREAM PERMANENT STREAM Impact Impact Type Quantity _ GRAPHIC SCALE IN FEET 0 20 40 80 Know what's below. Call before you dig. LIMITS OF DISTURBANCE: TOWN OF CARY: 0.46 ACRES WAKE COUNTY: 2.74 ACRES DEVELOPMENT PLAN # 21—DP-6715—A ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND TOWN OF CARY STANDARDS AND SPECIFICATIONS APPLICABLE. IN THE EVENT OF A CONFLICT THE MORE STRINGENT STANDARD SHALL GOVERN. THE APPROVAL AUTHORITY OF TOWN OF CARY FOR AREAS OUTSIDE TOWN OF CARY JURISDICTION IS LIMITED TO UTILITY REVIEW ONLY. SURVEY NOTE: ALL EXISTING ON —SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY PREPARED BY SAM, LLC 2641-116 SUMNER BLVD RALEIGH, NORTH CAROLINA 27616 (LICENSE NUMBER L-4333) 919-878-7466 DATED 12/04/2020. RECEIVED BY KIMLEY—HORN ON 12/07/2020. OFF —SITE TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY AVAILABLE GIS DATA. LLI REVISIONS 4,\ o D LJ 0 I— LJ 919-677-2050 919-677-2000 WWW.KIMLEY-HORN.COM iss SEAL E. o Liu o EL rs, 0 0 AS SHOWN DESIGNED BY DRAWN BY CHECKED BY ci) o_ < (1) 0 1-1-1 u) 0 w c° 0 0 1— LLI LL LU CL 0 SHEET NUMBER ESC-2 Drawings\ESC-3 OFFSITE SEWER PLAN AND PROFILE STA 10+00 TO 1 E K: \DUR_Utilities \_Roadway Utilities Projects\ 013703000_RobertsRoadTH\07_CAD Files \Plansheets\Utilities\Enviro Per 09: 58: 44am 0 N Sheet Set Plotted By: Cangemi, " y y y y r.- i y y y f y y y y y.- y y r' y f y y y y. + y y' y y y y y. r y y y y r - y r y y y y y 9 y l y ' y y y r r r r r+ y y y y r r . y y y r y r r +" y y f 1 f f y y y y r + Z�/UF y r r +" y r r r y r + r r f + y 1. + y y y r y y y r • y f 1 f f y y y y r y y y y f I r f y y y y y f . y y y y r +� ' " + r y f + f + + ' " y y y f AAAAAAAAAAAAAAAAAAAA y + + ' + ' ++ y y y y r+ y r y TCAN15 ' ..AREA+ ' 'AA —286 289 3 / 290 / ref 297 �92 3 6Z PROPERTY LINE, TYP. - LOWER ACCESS AREA TO LINVILLE GORGE WAY SEE SHEET A-2 ANTI -SEEP COLLAR, TYP. SEE DETAIL LE 05000.03/TCD-2 SEE SHEETS TCD-1-TCD-3 FOR TOWN OF CARY EROSION CONTROL DETAILS GORGE NOW OR FORMERLY KE 1 INAL'KETUL PATEL 3720 LINVILLE GORGE WA CARY, NC 27519-9619 PIN 0733 26 9338 DB 0156650No o9 sac4 aIRVEY DATA (IMPACT SITE 2 ZONE2 ' + + " " ' " ' om" " " ' ' ' ' ' " " " ' ' " " " ' ' ' "\ ✓ +' y . y y y y r•+ ++ y y y y r". . y y y y y r r+' r y y y r+++' y i y '' y y y y r++'' ✓ + + ' ' r y y y f y r + ' ' ' y y r f + + ' ' ' y y y r + + ' ' ' y y y r r + ' ' ' y „ y r r + I' ............. ' ' y y y r r + ' ' ' ' r r y y r + r y y y y.+ r++'' . y y y y r+ � y r i y y y y r y y y y y r r y y y y y y f . y y y r y y y y r r+ y; y y y y y y y y r•+'' y y y y y y y r r+'' y y y y y y SILT FENCE OUTLET TYP. + ' ' ' " '"" y y y y y r r+"' 'W"TLFAND y r lrC r t_" "" i y �� y y y y y y r F+ SEE SHEETS WCD-1-WCD-4 r + + ' ' ' ' ' ' " " + y ' ' ' ' ' ' ' ' ' " y y + yREy 641 LF TREE PROTECTION FENCE r y + + ' r r FOR WAKE COUNTY EROSION + r + • r r + � � f CONTROL DETAILS girar 160 LF TREE PROTECTION 6, / FENCE '/ aW ' ' " " %.//// ( // N^ 160 LF SILT PROTECTION ( N FENCE I V r� y y r+ y y y y y r+ y y y y y r y y+ f y y r y y y y =y y+ y .. y y y y r. y .. y y y r y r r y y y y r + + + " ' y y + a r + " y y y r . + y y y r y f+' „ r r++ y y r.+ y f + ' ' ' y y y r+ " y y y r+ 1 f y y y r. . y ;' y y y y y y 9 y E2 1 y y . r r+ Y '•� 9+ y y+ SEE SHEETS WCD-1-WCD-4 /+ y c( STREAM CROSSING SEE NOTE SS-1.2 f r r+'' ". y y y y r+''' y y y f a f y y+ y y y +"'"" "" 641 LF SIDEWALK CLOSED TYPE III BARRICADE PROPERTY LINE, TYP. TCA „AREA f 285 ZONE � / 3 / 290 / ref 297 292 3 - LOWER ACCESS AREA TO LINVILLE GORGE WAY SEE SHEET A-2 ANTI -SEEP COLLAR, TYP. SEE DETAIL LE 05000.03/TCD-2 SEE SHEETS TCD-1-TCD-3 FOR TOWN OF CARY EROSION CONTROL DETAILS This document, together with the concepts and designs presented her GORGE NOW OR FORMERLY KE 1 _ 'INAL KETUL PATEL 3720 LINVILLE GORGE WA CARY, NC 27519-9619 PIN 0733 26 9�3�3F8� D B 015665,J09 si A�x3 RVEY DATo IMPACT SITE 2 9 + . FOR WAKE COUNTY EROSION + CONTROL DETAILS r + + + I + 9 �r �14`�. y� + f F-+ ' I ��. r r + r 160 LF TREE FENCE ' ' ' " . 160 LF SILT FENCE PROPOSED TOWN OF CARY SANITARY SEWER EASEMENT (WIDTH AS SHOWN) PROPOSED 12" SANITARY SEWER SEE PROFILE FOR MATERIAL 0 t) 19 40' WIDE TEMPORARY CONSTRUCTION EASEMENT, TYP. EASEMENT LINE IS LIMIT OF DISTURBANCE. 687 LF TREE PROTECTION FENCE PLAN 1" = 40' SILT PROTECTION FENCE 9 7201 TURNER CREEK RD NOW OR FORMERLY NC DEPARTMENT OF TRANSPORTATION 815 STADIUM DR. DURHAM, NC 27704-2713 PIN 0733 36 4227 DB 011061, PG 02516 CLEARING LIMITS, TYP. '''' I y y y y y f+ y y y y'' y r r r f• y y ....... ......... ........ ................... y f ........ ..................................... + . y y y y y f f r- 2�NF ," y i y y y f I f .\ + i ' ' ' r r + ' ' ' y y r r + ' + ' ' y y f r + ' ' ' + y f f + ' + ' ' S.• \ • - y y y r y i; y' r yT y f y y;;; y i r y y f r f y + y; i y y r y y y r f i;, y f f r y y r+ y y'/+\f' AA y; y 9 y y . y y a i y' y y y y y r +il y y'+ y r y y y y 1 y 1 f ; i r y al y y y • f+ f y r y y; y r f+ ' f f y y; y y f r++ '+ f y y SILT FENCE _OUTLET, TYP. +"" r r y f r + ' ' ' " y + + ' ' ' " " r f + ' ' ' /� _ �, ly y y y r. y" y y y r++ W T ND y y r�r_ .._� r / ,J+J� ' f y r + " " " ; ; ; , f y + " ' " " " ' ' " A 641 LF TREE PROTECTION FENCE r + + ' ' " ''"" y y y f y y y r r+''++ y y r + . y y y y r y y y y r. y f r y y y r 641 LF /STREAM CROSSING SEE NOTE SS-1.2 SIDEWALK CLOSED TYPE III BARRICADE PROPOSED TOWN OF CARY SANITARY SEWER EASEMENT (WIDTH AS SHOWN) PROPOSED 12" SANITARY SEWER SEE PROFILE FOR MATERIAL . co 0 t) 19 40' WIDE TEMPORARY CONSTRUCTION EASEMENT, TYP. EASEMENT LINE IS LIMIT OF DISTURBANCE. 687 LF TREE PROTECTION FENCE 7201 TURNER CREEK RD NOW OR FORMERLY NC DEPARTMENT OF TRANSPORTATION 815 STADIUM DR. DURHAM, NC 27704-2713 PIN 0733 36 4227 DB 011061, PG 02516 CLEARING LIMITS, TYP. IMPACT SITE 3 y f f y y / y f r i f �O= a C.) co 0 Vco co44/ GRAPHIC SCALE IN FEET 0 20 40 80 / f r a y ✓/ 1 u rR . r++"- AAA " AAAA IMPACT SITE 3 f + + ' .11 9 i r r TOWN OF CARY #21-DP-6715-A NOTES: ESC-3.1 STA 10+00, EXISTING MANHOLE 'A', PROPOSED SSMH-01: A. FIELD VERIFY INVERT OF EXISTING MH 'A' PRIOR TO CONSTRUCTION. B. CONTRACTOR SHALL PROVIDE AN APPROVED CONNECTION TO EXISTING MANHOLE. CONNECTION TO EXISTING MANHOLE SHALL BE CORED THROUGH BENCH WITH A CONCRETE CORING MACHINE. RESHAPE INVERT AS NECESSARY TO TRANSITION FROM 12—INCH TO 8—INCH INVERT. C. CONTRACTOR SHALL REPAIR DAMAGE TO MANHOLE INTERIOR PROTECTIVE COATING. D. PROVIDE SANITARY SEWER PROTECTION (SEE DETAIL 07000.16/TCD-3). ESC-3.2 STREAM CROSSING A. CONTRACTOR SHALL PROVIDE A TEMPORARY STREAM CROSSING (BRIDGEMAT). SEE DETAIL 04000.11, SHEET 3 OF 3/#####. B. ALL BRIDGEMATS INSTALLED WITH THIS PROJECT SHALL BE CONSTRUCTED WITH SOLID DECKS AND SHALL HAVE KICK PLATES OF 2"x10" BOARDS FASTENED TO THE SIDES. C. INSTALL RIPRAP BANK STABILIZATION PER DETAIL 07000.18, SHEET 2 OF 2. PERMANENT WETLAND CONVERSION TEMPORARY WETLAND PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 PERMANENT ZONE 3 TEMPORARY ZONE 3 TEMPORARY STREAM PERMANENT STREAM PERMANENT STREAM, //// NO NET LOSS Impact Impact Type Quantity 2 Permanent Wetland Conversion 0.026 AC 2 Temporary Wetland 0.020 AC 2 Permanent Zone 1 1299 SF 2 Temporary Zone 1 1290 SF 2 Permanent Zone 2 2099 SF 2 Temporary Zone 2 865 SF 2 Temporary Stream 0.004 AC Impact Impact Type Quantity 3 Permanent Zone 3 5092 SF 3 Temporary Zone 3 1971 SF Know what's below. CaII before you dig. LIMITS OF DISTURBANCE: TOWN OF CARY: 0.46 ACRES WAKE COUNTY: 2.74 ACRES DEVELOPMENT PLAN # 21—DP-6715—A NOTE: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND TOWN OF CARY STANDARDS AND SPECIFICATIONS APPLICABLE. IN THE EVENT OF A CONFLICT THE MORE STRINGENT STANDARD SHALL GOVERN. THE APPROVAL AUTHORITY OF TOWN OF CARY FOR AREAS OUTSIDE TOWN OF CARY JURISDICTION IS LIMITED TO UTILITY REVIEW ONLY. SURVEY NOTE: ALL EXISTING ON —SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY PREPARED BY SAM, LLC 2641-116 SUMNER BLVD RALEIGH, NORTH CAROLINA 27616 (LICENSE NUMBER L-4333) 919-878-7466 DATED 12/04/2020. RECEIVED BY KIMLEY—HORN ON 12/07/2020. OFF —SITE TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY AVAILABLE GIS DATA. 0 N C.) z 0 w J 0 0 0 w 5 v0 w w 0 v0 w J J w 1- 1- w LL 59: 26cm N 0 O T 0 0 0 Sheet Set 0 0 Plotted By: Cangemi, This document, together with the concepts and designs presented her CREEK CROSSING SEE NOTE SS-2.1 40' WIDE TEMPORARY CONSTRUCTION EASEMENT, TYP. EASEMENT LINE IS LIMIT OF DISTURBANCE. 267 LF TREE PROTECTION FENCE DUKE TRANSMISSION EASEMENT O p: 04 ��P B I I G��\�F, FOB GO .��_. IMPACT SITE 4 CREEK CROSSING SEE NOTE SS-2.1 40' WIDE TEMPORARY CONSTRUCTION EASEMENT, TYP. EASEMENT LINE IS LIMIT OF DISTURBANCE. 267 LF TREE PROTECTION FENCE DUKE TRANSMISSION EASEMENT a s Y "+ I I I .. I ✓fir '167 LF TREE PROTECTION FENCE IY 167 LF SILT PROTECTION FENCE 100 FP I L I I I • I I II I I I I I I + I .. � ��Yr Y • I '167 LF TREE I PROTECTION FENCE` 167 LF SILT PROTECTION FENCE 100 FP 281 LF TREE PROTECTION FENCE DUKE TRANSMISSION LINE (CONDUCTORS STACKED VERTICALLY ON THIS LINE) /1111 Ildl� �l (NO SUR�FY NTA) NORTHWEST EXPRESSWAY CORRIDOR 281 LF SILT PROTECTION FENCE ZONE 3 20'x20' RECEIVING PIT 0 cz o 0301 04" c0 z 0 PROPOSED 325 LF 24" STEEL ENCASEMENT PIPE INSTALLED VIA BORE AND JACK ON mN 0 z I I y I / %�ihI. I / -o O mN 0 z NORTHWEST EXPRESSWAY CORRIDOR 281 LF TREE PROTECTION FENCE DUKE TRANSMISSION LINE (CONDUCTORS STACKED VERTICALLY ON THIS LINE) 174 R PLAN 1" = 40' (No SURt fY DATA) z o COCD 0 z 0 41 i if + 41 y y y I I I . . I "" ' yy y I I I II I I " I y•y I Ii a a . I I I I+ +yyy ` .I. i . + if yY y . 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I `ifII" "" rIY I I I I Y I ++is+ YY + y a a I I I I I I I I Y i yy Y Y + + I a a 1 `" "a I I I I yy a i a" ` y y y I + I "I"IyI 1 I I + y I a iyi i i . a a Y a+ 41 'I I I I y41 + Y Y yy I I I y a a I ` I I Y Y + Y yyy y 4/1 I II I I III I II IIIIyIyI I I i .i `+y if . ia if`` "I I I y I I I I Y I I y+ i + if + I a` Y I I I I I I I I I I I I I I I I I yI yy Y Y ++ ``y a if " I IIII I I y I yy y y I I .1 Y at +y i i + I` """ Iy I I I I I I I I I Iify i i Y Y y " I I I I II I I I II II yI II yI yY II YI Y+I+ii+i+iiIy++++41 I II I 4/I I I I + a" yyy I I II II IIIyy y I I I I I I I . + 41 +' if a I I "I II I yy I I I I I I yyY Y+i if y 4/ . I I y I III I I I I I yy I I ya . I I II I I I I Y I I yI "" I .4/I I I I Y + ` 41 Yif +Y ..I "yPROPERTY LINE, TYP.,,' I`I`Iy`II +y"y+ 4/ YYa "1 II I I I I I I I y I I y I I y " I " I +�I" I I 41 y a a Y s a a ia a —1i 4 ` i1y',i7 1 "t++ ., \\\\\\ I , \\\\ PROPOSED TOWN OF CARY SANITARY SEWER EASEMENT (WIDTH AS SHOWN) I\N\\ \\\\\\ Il1i1I1\I I, NORTHWEST EXPRESSWAY CORRIDOR 281 LF SILT PROTECTION FENCE 20'x20' RECEIVING PIT NO Wc O0, O 4 z 0 lii� II�III PROPOSED 325 LF 24" STEEL ENCASEMENT PIPE INSTALLED VIA BORE AND JACK i \\ \ NORTHWEST EXPRESSWAY CORRIDOR . ` a a a i Y . i i ` a PROPOSED 12" SANITARY SEWER SEE PROFILE FOR MATERIAL (177718—::: ; 4:: k oo 41 • SILT FENCE OUTLET, TYP. te .c7157.481 G. 0:641; 318 LF TREE PROTECTION FENCE , : \12 • • at 4 PROPOSED 8" SANITARY SEWER ` SEE PROFILE FOR MATERIAL SEE SHEET SS-3 FOR CONTINUATION 41 41 if 41 41 41 if 41 4141 41 4141 14/ 414 • 44 41 41 4141 • 441 • if 44 44 44 44 4 if 41 41411 4141 4141 • • CO LTI \\\\\\ \g\, PROPOSED TOWN OF CARY SANITARY SEWER EASEMENT (WIDTH AS SHOWN) y \\1\:\\P\ \\'\ SEE SHEET SS-3 FOR CONTINUATION w at PROPOSED 12" SANITARY SEWER , ::\::7:::E:vj:v:::::::::::"::::::::v1::::::w:::::a;:::::::::::::Hk SEE PROFILE FOR MATERIAL 40'x20' BORE PIT " at at at at at 4 at • ER L A. 318 LF TREE PROTECTION FENCE PROPOSED 8'' SANITARY SEWER SEE PROFILE FOR MATERIAL 41 if 41 • 41 • 411 414 al 4 al 41 al W 411 at at at al at al at 23 41 TOWN OF CARY #21—DP-6715—A NOTES: ESC-4.1 STREAM CROSSING A. CONTRACTOR SHALL PROVIDE A TEMPORARY STREAM CROSSING (BRIDGEMAT). SEE DETAIL 04000.11, SHEET 3 OF 3/TCD-1. B. ALL BRIDGEMATS INSTALLED WITH THIS PROJECT SHALL BE CONSTRUCTED WITH SOLID DECKS AND SHALL HAVE KICK PLATES OF 2"x10" BOARDS FASTENED TO THE SIDES. C. INSTALL RIPRAP BANK STABILIZATION PER DETAIL 07000.18, SHEET 2 OF 2. PERMANENT WETLAND CONVERSION TEMPORARY WETLAND PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 PERMANENT ZONE 3 TEMPORARY ZONE 3 TEMPORARY STREAM PERMANENT STREAM PERMANENT STREAM, NO NET LOSS GRAPHIC SCALE IN FEET 0 20 40 80 YI I I I I Y I I I I I 40 I Impact Impact Type Quantity 4 Permanent Wetland Conversion 0.023 AC 4 Temporary Wetland 0.008 AC 4 Temporary Stream 0.006 AC Impact Impact Type Quantity i Know what's below. Call before you dig. LIMITS OF DISTURBANCE: TOWN OF CARY: 0.46 ACRES WAKE COUNTY: 2.74 ACRES DEVELOPMENT PLAN # 21-DP-6715-A ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND TOWN OF CARY STANDARDS AND SPECIFICATIONS APPLICABLE. IN THE EVENT OF A CONFLICT THE MORE STRINGENT STANDARD SHALL GOVERN. THE APPROVAL AUTHORITY OF TOWN OF CARY FOR AREAS OUTSIDE TOWN OF CARY JURISDICTION IS LIMITED TO UTILITY REVIEW ONLY. SURVEY NOTE: ALL EXISTING ON -SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY PREPARED BY SAM, LLC 2641-116 SUMNER BLVD RALEIGH, NORTH CAROLINA 27616 (LICENSE NUMBER L-4333) 919-878-7466 DATED 12/04/2020. RECEIVED BY KIMLEY-HORN ON 12/07/2020. OFF -SITE TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY AVAILABLE GIS DATA. 0 0 LJ LJ LLJ LJ LLJ LJ TOWN OF CARY #21-DP-6715-A >- m 0 0 Utilities Projects \013703000—RobertsRoadTH\07—CAD Files\Plansheets\Utilities\Enviro Permit T 0 -o 0 0 0) 0 0 0 00: 07am N N 0 O T 0 0 0 O O N) 0 H 0 if) + u) N H u) w J L 0 0_ 0 z z J 0 w w w H L 0 0 w 0 0 T 0 J Roberts Road Townhomes Offsite SS Sheet Set Ill 0 0 E 0 C 0 0 T / ?9 TURNER CREEK RD W OR FORMERLY DEPARTMENT OF RANSPORTATION 15 STADIUM DR DURHAM, NC 27704-2713 \l 0733 46 1223 011399, PG 01148 /NOW 0 FORME�LY NC DEPT OF TRANSPORTATI N TU NPIKE JOHN�OATES, ASST TY GE 15 5 MAIL RVICE RAL TGi Icl, NC 2 9-1505 PIN 07.V.. 45 12 5 014249, RC,01901 _______z __ , r iy __ , ,_\_5- ____rz..., ___, r.,_,_,_____,_,______i ____1 , h ___, .,_....3 _}, _________,_____, _______ _____ ._--,-----_ _ ,.. , _ -- -- 40' WIDE TEMPORARY - - �� -,�_ CONSTRUCTION EASEMENT, TYP. _ `-f— — — EASEMENT LINE IS LIMIT OF DISTURBANCE. —f ram. 947 LF TREE PROTECTION FENCE 947 LF SILT PROTECTION FENCE 0 / ?9 TURNER CREEK RD W OR FORMERLY DEPARTMENT OF RANSPORTATION 15 STADIUM DR DURHAM, NC 27704-2713 \l 0733 46 1223 011399, PG 01148 x FORME LY \ NPIKE JOHN\)0ATES, ASST TY GE 15 5 MAIL RVICE TU \\\ 1;1 947 LF TREE PROTECTION FENCE 947 LF SILT PROTECTION FENCE ) J - Jr -7t1 / �\ 1•�1 0 � r .0lti — v 3 rn 5. fn / // IMPACT SITE 6 rn rn 4. —11 0 CA GRAPHIC SCALE IN FEET 0 20 40 80 /2 / 40' WIDE TEMPORARY — CONSTRUCTION EASEMENT, TYP.:- EASEMENT LINE IS LIMIT OF DISTURBANCE. 3 vs —) r 2/. fo I j 0 954 LF TREE PROTECTION FENCE / 450 LF SILT PROTECTION FENCE c N PROPOSED 8" SANITARY SEWER SEE PROFILE FOR MATERIAL / 954 LF TREE PROTECTION FENCE 7 _ 450 LF SILT PROTECTION FENCE c SILT FENCE OUTLET, TYP 19iT�4mil««� •19>C'�I•\' �� rrll -022 PROPOSED TOWN OF CARY SANITARY SEWER EASEMENT (WIDTH AS SHOWN) PROPOSED 8" SANITARY SEWER _op SEE PROFILE FOR MATERIAL PROPERTY LINE, TYP. SILT FENCE OUTLET, TYP PROPOSED TOWN OF CARY SANITARY SEWER EASEMENT — (WIDTH AS SHOWN) PROPERTY LINE, TYP. PERMANENT WETLAND CONVERSION TEMPORARY WETLAND PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 PERMANENT ZONE 3 TEMPORARY ZONE 3 TEMPORARY STREAM PERMANENT STREAM PERMANENT STREAM, NO NET LOSS ›N‹ ///, Know what's below. Call before you dig. LIMITS OF DISTURBANCE: TOWN OF CARY: 0.46 ACRES WAKE COUNTY: 2.74 ACRES DEVELOPMENT PLAN # 21-DP-6715-A ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND TOWN OF CARY STANDARDS AND SPECIFICATIONS APPLICABLE. IN THE EVENT OF A CONFLICT THE MORE STRINGENT STANDARD SHALL GOVERN. THE APPROVAL AUTHORITY OF TOWN OF CARY FOR AREAS OUTSIDE TOWN OF CARY JURISDICTION IS LIMITED TO UTILITY REVIEW ONLY. SURVEY NOTE: ALL EXISTING ON -SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY PREPARED BY SAM, LLC 2641-116 SUMNER BLVD RALEIGH, NORTH CAROLINA 27616 (LICENSE NUMBER L-4333) 919-878-7466 DATED 12/04/2020. RECEIVED BY KIMLEY-HORN ON 12/07/2020. OFF -SITE TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY AVAILABLE GIS DATA. REVISIONS 4\, cu o 0 (71 0 0 LJ 0 LJ LJ LLJ LJ LJ LJ WWW.KIMLEY-HORN.COM 0 RO:://:, .\\*"7:4:: ********************* o Luc) o o EL 0 AS SHOWN DESIGNED BY DRAWN BY CHECKED BY 0 0 < (1) 0 1-1-1 u) 0 w co 0 0 1— LU 0 SHEET NUMBER ESC-5 Drawings\ESC-6 OFFSITE SEWE \DUR_Utilities\_Roadway Utilities Projects \013703000_RobertsRoadTH\07_CAD Files \Plansheets\Utilities\Enviro Per E ° 03 O O N N 0 N Sheet Set 0 0 Plotted By: Cangemi, This document, together with the concepts and designs presented her 869 LF TREE PROTECTION FENCE 7/, / / %°CY �� EXISTING PRIVATE SEPTIC FORCE MAIN / /" SEE NOTE SS-4.1 869 LF SILT PROTECTION FENCE --- �IJr — .i�71,JT;Jr11J�:. IJZ..�>�J?.1. /// //// — V ii,,.,,--„,,..... / E3 / // / / / / / / —r2 PROPOSED TOWN OF CARY —N IMPACT SITE ///////// // //////////// PROPOSED 8" SANITARY SEWER SEE PROFILE FOR MATERIAL 0�� //// //// /// ////////// // /////// //// //// 40' WIDE TEMPORARY CONSTRUCTION EASEMENT, TYP. SANITARY SEWER EASEMENT EASEMENT LINE IS LIMIT OF DISTURBANCE. (WIDTH AS SHOWN) ry-( 1,y r ;7/> (c...„„ c OZ \ r /. C. 869 LF TREE PROTECTION FENCE \ EXISTING PRIVATE SEPTIC FORCE MAIN 9 ) / /,`BUGS 869 LF SILT PROTECTION FENCE SEE NOTE SS 4.1 -\ IJr ��IJ JIJ• IJ>-JIB � • - I "Ji.�.__=����:-��IIJr��II:: IJ>--31 �11JT IJ IJi �' 1:1�-:-= -,•J �- / / I 1 - //;J / 7/ , (Y6 IMPACT SITE 6 04, ,122f,j/j (/ SEE SHEETS WCD-1-WCD-4 FOR WAKE COUNTY EROSION CONTROL DETAILS 872 LF TREE PROTECTION FENCE (6 , / / ON -SITE 'SANITARY SEWER BY OTHERS PROPERTY LINE,' TYP. / SEE SHEETS TCD-1-TCD-3 FOR TOWN 17/ IMPACT SITE 7 , OF CARY EROSION CONTROL DETAILS A/-)1 (,)02 UPPER ACCESS TO ROBERTS ROAD PLAN 1" = 40' 1:7? __A N'-- ,,____ -- I-I\VI VVLV V -J/"�I VI I/'ll\ 1- VLIt LI\� �+ PROPOSED TOWN OF CARY \ �`� 40' WIDE TEMPORARY CONSTRUCTION EASEMENT, TYP. - SANITARY SEWER EASEMENT EASEMENT LINE IS LIMIT OF DISTURBANCE. (WIDTH AS SHOWN) ��-� ` ��� - �\✓-. z Jr/j'AV ( ---- 5 7-, �/i ,, �l ;17 // ,/ / zz 7/7 ler _ / 7 fy SEE SHEETS WCD-1-WCD-4 FOR WAKE COUNTY EROSION CONTROL DETAILS -_________ „.._______ --____\,,...., _<-----, j)(, L ry / / / 872 LF TREE PROTECTION FENCE N-Th ) --\)//Nz j ' i / / // SEE SHEETS TCD-1-TCD-3 FOR TOWN OF CARY EROSION CONTROL DETAILS j92 PROPERTY LINE, TYP. / Z, UPPER ACCESS TO ROBERTS ROAD ----' \L-\____N n1 -.. i 7 r j /6/ / A -?/./ // Yv-zzAy-,_, -if---____ . 77 zvi z ,------ . .--,.._ _,, ___ cx J I I '-1/ -355 gg dAR dARy IMPACT SITE 7 *56 TOWN OF CARY #21-DP-6715-A NOTES: ESC-6.1 CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO ENSURE PROTECTION OF EXISTING PRIVATE SEPTIC FORCE MAIN. PERMANENT WETLAND CONVERSION TEMPORARY WETLAND PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 PERMANENT ZONE 3 TEMPORARY ZONE 3 TEMPORARY STREAM PERMANENT STREAM PERMANENT STREAM, NO NET LOSS Impact Impact Type Quantity GRAPHIC SCALE IN FEET 0 20 40 80 iiiiii!!!!!Giiiiiiiiii Know what's below. Call before you dig. LIMITS OF DISTURBANCE: TOWN OF CARY: 0.46 ACRES WAKE COUNTY: 2.74 ACRES DEVELOPMENT PLAN # 21-DP-6715-A ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND TOWN OF CARY STANDARDS AND SPECIFICATIONS APPLICABLE. IN THE EVENT OF A CONFLICT THE MORE STRINGENT STANDARD SHALL GOVERN. THE APPROVAL AUTHORITY OF TOWN OF CARY FOR AREAS OUTSIDE TOWN OF CARY JURISDICTION IS LIMITED TO UTILITY REVIEW ONLY. SURVEY NOTE: ALL EXISTING ON -SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY PREPARED BY SAM, LLC 2641-116 SUMNER BLVD RALEIGH, NORTH CAROLINA 27616 (LICENSE NUMBER L-4333) 919-878-7466 DATED 12/04/2020. RECEIVED BY KIMLEY-HORN ON 12/07/2020. OFF -SITE TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY AVAILABLE GIS DATA. 0 0 LJ LJ LLJ LLJ LLJ LJ Drawings\ESC-7 UPPER ACCESS AREA PLAN.dwq K: \DUR_Utilities\_Roadway Utilities Projects \013703000_RobertsRoadTH\07_CAD Files \Plansheets\Utilities\Enviro Pe 0 0 N 0 Sheet Set 0 Plotted By: Cangemi, NE 3 SEE SHEETS TCD-1—TCD-3 FOR TOWN OF CARY /' EROSION CONTROL DETAILS 'NJ 773 LF SILT PROTECTION FENCE 773 LF TREE PROTECTION FENCE 3N0 STREAM CROSSING SEE NOTE A-3.3 0 \\ SEE SHEET SS-4FOR �' SEWER CONSTRUCTION \\\� �� PROPER TY LINE, TYP. \ ZONE \\ LIMITS OF >o Q � AD C5 ) '. \-- \ This document, together with the concepts and designs presented her ON —SITE SANITARY SEWER BY OTHERS _— i / 40' TEMPORARY CONSTRUCTION EASEMENT //// 1 / d ' DEVELOPMENT, TYP. V v \ r //// z t ,____ \ /-7.----2 7 _____ ,/ 7",_ % /L/,_- 24ij�ijV __/-7 --7_7 —>/ �) VAI OF • N ' I►C41011, 1k► ZONES .`�CO o ki C6(1(). \Cb 40 CO AD qD 0 Cy o'` Q Q C CZ 'CZ ctY o? ccP• ZONE 3 (100') BUFFER / V/ ZONE 2 (50') BUFFER ZONE 1 (30') BUFFER 'L //// „\ SECONDARY CONSTRUCTION ENTRANCE AND LAY —DOWN AREA / 415 LF TREE PROTECTION FENCE 416 LF SILT PROTECTION FENCE 20'x100' CONSTRUCTION - ENTRANCE SEE NOTE A-3.2 OHP�� 441 4111.17.1 • *NI 91,4 .416144 ZON NO IMPACTS TO ZONE 3 \ AT THIS LOCATION\_, 334 LF TREE PROTECTION FENCE CLEARING LIMITS, TYP. 40' x250' CONSTRUCTION ENTRANCE BY OTHERS TOWN OF CARY #21—DP— 6715—A PERMANENT WETLAND CONVERSION TEMPORARY WETLAND PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 PERMANENT ZONE 3 TEMPORARY ZONE 3 TEMPORARY STREAM PERMANENT STREAM PERMANENT STREAM, NO NET LOSS ›N‹ //// GRAPHIC SCALE IN FEET 0 20 40 80 Impact Impact Type Quantity Impact Impact Type Quantity 8 Permanent Stream, No Net Loss 0.008 AC Impact Impact Type Quantity Impact Impact Type Quantity Know what's below. Call before you dig. LIMITS OF DISTURBANCE: TOWN OF CARY: 0.46 ACRES WAKE COUNTY: 2.74 ACRES DEVELOPMENT PLAN # 21—DP-6715—A ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND TOWN OF CARY STANDARDS AND SPECIFICATIONS APPLICABLE. IN THE EVENT OF A CONFLICT THE MORE STRINGENT STANDARD SHALL GOVERN. THE APPROVAL AUTHORITY OF TOWN OF CARY FOR AREAS OUTSIDE TOWN OF CARY JURISDICTION IS LIMITED TO UTILITY REVIEW ONLY. SURVEY NOTE: ALL EXISTING ON —SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY PREPARED BY SAM, LLC 2641-116 SUMNER BLVD RALEIGH, NORTH CAROLINA 27616 (LICENSE NUMBER L-4333) 919-878-7466 DATED 12/04/2020. RECEIVED BY KIMLEY—HORN ON 12/07/2020. OFF —SITE TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY AVAILABLE GIS DATA. 0 LJ 0 LJ LJ LJ LJ LJ LJ >- LJ- TOWN OF CARY #21—DP-6715—A >- m z 0_ w w w 0_ 0_ u) W 0 0 Utilities Projects\013703000_RobertsRoadTH\07—CAD Files\Plansheets\Utilities\Enviro Pe 0 I 0 0 E 0 0 0 0 N N 0 O T 0 0 0 z J 0 0 0 0 0 0 0 0 0 0 0 0 T 0 J Roberts Road Townhomes Offsite SS Sheet Set 0 0 0) 0 0 0 0 0 / / / Ea k II11►■a1mla. I-`M=1./!__/I V4 • W4__AWI)rI�/�l•I%/III—///i/�� AIRFAWLIt , -NPJ I AMI Mr! MS* V /7/� Jr ���ri l �, , p / / / ( _ 'CL rig 1 Ste 0t\• / I 1\ D DED CR S811, O. 63 9, I / 17------- \ �.B 2003, M.B. 1994, I A ' i \ ) ((7.j i / ' I II A c c) ./ I � li ' 11'`//ijfri— //,'//////7am' //6////////( ---4g7 ,-- f# i i , ANT 4 ,1 It itittigot . wA •1_�- ����I■I�I,w�101111111wraI FBEfailrir MINIM/rg I q M i( /I 1 1/1/jPfr .I 1 _.' / //\.- i �i//I �� , M i)-f\11'\\\(\\\,,L1,_((7,/, ),„J if // / 1 N /F PIN#0733528941 PID#0208803 ZHIPING QI YANG, ET AL. D.B. 13162, P.G. 313 M.B. 1994, P.G. 1376 WOOD _ � 9FOREST C,�,�,RIVE M.8. 1994, P.C. 11976 - N /F PIN#0733539128 PID#0208802 MATTHEW E. FLOOD, ET UX. D.B. 15414, P.G. 438 M.B. 1994, P.G. 1376 1 1 PERMANENT WETLAND CONVERSION TEMPORARY WETLAND PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 PERMANENT ZONE 3 TEMPORARY ZONE 3 TEMPORARY STREAM PERMANENT STREAM PERMANENT STREAM, NO NET LOSS ■ • GRAPHIC SCALE IN FEET 0 20 40 80 Impact Impact Type Quantity 11 Temporary Zone 3 959 SF Impact Impact Type Quantity 12 Permanent Zone 3 951 SF Impact Impact Type Quantity 13 Temporary Zone 3 272 SF Know what's below. CaII before you dig. LIMITS OF DISTURBANCE: TOWN OF CARY: 0.46 ACRES WAKE COUNTY: 2.74 ACRES DEVELOPMENT PLAN # 21-DP-6715-A NOTE: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDEQ, NCDOT, AND TOWN OF CARY STANDARDS AND SPECIFICATIONS APPLICABLE. IN THE EVENT OF A CONFLICT THE MORE STRINGENT STANDARD SHALL GOVERN. THE APPROVAL AUTHORITY OF TOWN OF CARY FOR AREAS OUTSIDE TOWN OF CARY JURISDICTION IS LIMITED TO UTILITY REVIEW ONLY. SURVEY NOTE: ALL EXISTING ON -SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY PREPARED BY SAM, LLC 2641-116 SUMNER BLVD RALEIGH, NORTH CAROLINA 27616 (LICENSE NUMBER L-4333) 919-878-7466 DATED 12/04/2020. RECEIVED BY KIMLEY-HORN ON 12/07/2020. OFF -SITE TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY AVAILABLE GIS DATA. w 0 REVISIONS z O z vi w 0 0 0 0 0 z z 0 w J N 0 N 0 O z 0 w J c 0 0 W 5 v) w w v0 w J J w 1- 1- w t N WWW.KIMLEY-HORN.COM N 0 0 \\\\\\IIIIIII/////, OnSfetV _ is SEAL 045249 9 P (NI w 0 N Q 0 O AS SHOWN w J z DESIGNED BY 0 0 DRAWN BY 00 CHECKED BY Ou) Z 12 0 r2 W 0_ U z VNNJ W O LL 00 CL LU CL � J J >- O� Q U 0 z 0 SHEET NUMBER ESC-8