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Home My WebLink About20140325 Ver 4_More Info Received_20200413kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 919 677 2000 April 13, 2020 Mr. Lyle Phillips U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Mr. Paul Wojoski NCDWR, 401 & Buffer Permitting Unit 512 North Salisbury Street Raleigh, NC 27604 RE:Upper Walnut Creek Sanitary Sewer Improvements City of Raleigh – Public Utilities Department, Wake County, North Carolina USACE Request for Additional Information (SAW-2020-00369) Dear Mr. Phillips, On behalf of our client, the City of Raleigh – Public Utilities Department, Kimley-Horn is submitting the enclosed additional information for the above referenced project per the U.S. Army Corps of Engineers (USACE) additional information request dated March 13, 2020. Below is an outline of the USACE comments with a brief narrative addressing each item. The USACE comments with Kimley-Horn responses and explanations are as follows: 1)In order to verify compliance with General Condition 23. (a) and (b), please provide justification for the location of the proposed sewer main/easement that deviates from the existing (to be abandoned) sewer main/easement. Specifically, why the proposed could not be installed in close proximity to the existing (to be abandoned). For example, the proposed sewer main/easement south of Beverly Drive results in greater impacts to waters than installation near/within the existing sewer main/easement. It is critical that the existing interceptor remain in service until the proposed interceptor is tested and certified to be placed in service. The existing interceptor passes beneath and in close proximity to existing homes and roadways (near Beverly Drive and in other areas), which presents safety concerns during both construction and in the future. Due to grade and cover, it is critical to avoid crossing the existing interceptor with the proposed interceptor due to the physical conflict that would present. This would require bypass pumping approximately 30 million gallons of raw sewage every day, posing a possible risk to public and environmental health. It would not be possible to avoid conflict with the existing interceptor if constructing the new interceptor beneath the roadway. Page 2 kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 919 677 2000 2)Under NWP 12 regional condition 4.1.11 use of riprap or any other engineered structures to stabilize a stream bed should be avoided to the maximum extent practical. If riprap stabilization is needed, it should be placed on the streams banks, or, if it is necessary to be placed in the stream bed, the finished top of the riprap should not exceed that of the original stream bed. The proposed top of riprap exceeds the original stream bed at Impact Site 4 (permanent stream impacts to S1) for the construction of a rock and roll riffle. As currently designed, a NWP 18 may be the best option to permit the proposed activity. Please provide additional information to verify compliance with NWP 18, e.g., calculate the cubic yards below the plane of the ordinary high water mark for the proposed activities. The existing stream bed needs to be raised in order to accommodate the proposed interceptor to pass beneath without impeding stream flows. The installation of the rock and roll riffle will generate approximately 10 cubic yards (or < 0.001 ac.) of permanent impacts to stream S1 at Impact Site 4. Therefore, “the quantity of discharged material and the volume of area excavated do not exceed 25 cubic yards below the plane of the ordinary high water mark or the high tide line” and “the discharge will not cause the loss of more tan 1/10-acre of waters of the United States”, which is in compliance with NWP 18. Please see the attached PDF for calculations. 3)Each impact should be recorded in the PCN and plans independent of other impacts, e.g., impacts to S3 for culvert extension should be calculated separate to impacts to S4 for culvert extension. Additionally, the USACE is required to record loss for each aquatic resource separately; therefore, wetland impacts should be recorded based on the type of impact and the aquatic resource impacted. For example, Impact Site 9 impacts were calculated together for impacts to W17 and W10 (sheet 9 & 10). Please separate impacts based on type/aquatic resource and update the PCN and plans accordingly. The Permit/Impact Drawings has been updated to include impacts to streams, wetlands, and riparian buffers recorded independently of other impacts: o Stream S1 and S13 impacts are recorded independently at Site 4, now shown as Site 4A and 4B o Stream S3 and S4 impacts are recorded independently at Site 7, now shown as Sites 7A and 7B o Wetland W10, W17, and W18 impacts are recorded independently at Site 9, now shown as Sites 9A, 9B, and 9C o Stream S6 and S7 impacts are recorded independently at Site 11, now shown as Sites 11A and 11B o Wetland W3, W4, and W5 impacts are recorded independently at Site 11, now shown as Sites 11C, 11D, and 11E o Stream S8, S10, and S11 impacts are recorded independently at Site 12, now shown as Sites 12A, 12B, and 12C o Wetland W12 impacts have been recoded independently at Site 12, now shown as Site 12D Page 3 kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 919 677 2000 In addition to the above information, the following items have been included with this submittal: Updated PCN Application Form Updated Permit Impact Drawings If there is any additional information that you need to assist in the processing of this permit application package, please do not hesitate to contact me at (919) 678-4155. Sincerely, Kimley-Horn and Associates, Inc. Jason Hartshorn, PWS Attachments Page 6 of 16 PCN Form – Version 1.3 December 10, 2008 Version 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Drainage Pipe Extension Bottomland Hardwood Forest Yes No Corps DWQ 0.050 Site 1 P T Temporary Construction Access Bottomland Hardwood Forest Yes No Corps DWQ 0.075 Site 2 P T Temporary Construction Access Bottomland Hardwood Forest Yes No Corps DWQ 0.013 Site 3 P T Temporary Construction Access Bottomland Hardwood Forest Yes No Corps DWQ 0.026 Site 5 P T Drainage Pipe Extension Seep Yes No Corps DWQ 0.007 Site 6 P T Utility Line Construction Bottomland Hardwood Forest Yes No Corps DWQ 0.001 Site 6 P T New Easement (Conversion Only) Bottomland Hardwood Forest Yes No Corps DWQ 0.208 Site 8 P T New Easement (Conversion Only) Bottomland Hardwood Forest Yes No Corps DWQ 0.076 Site 9A P T New Easement (Conversion Only) Bottomland Hardwood Forest Yes No Corps DWQ 0.037 Site 9A P T Utility Line Construction Bottomland Hardwood Forest Yes No Corps DWQ 0.027 Site 9B P T New Easement (Conversion Only) Bottomland Hardwood Forest Yes No Corps DWQ 0.115 Site 9B P T Utility Line Construction Bottomland Hardwood Forest Yes No Corps DWQ 0.061 Site 9C P T Temporary Construction Access Bottomland Hardwood Forest Yes No Corps DWQ 0.023 Site 11C P T Utility Line Construction Bottomland Hardwood Forest Yes No Corps DWQ 0.123 Site 11C P T New Easement (Conversion Only) Bottomland Hardwood Forest Yes No Corps DWQ 0.283 Site 11D P T Utility Line Construction Bottomland Hardwood Forest Yes No Corps DWQ 0.011 Site 11D P T New Easement (Conversion Only) Bottomland Hardwood Forest Yes No Corps DWQ 0.007 Site 11D P T Temporary Construction Access Bottomland Hardwood Forest Yes No Corps DWQ 0.052 Site 11E P T Utility Line Construction Bottomland Hardwood Forest Yes No Corps DWQ 0.081 Site 11E P T Temporary Construction Access Bottomland Hardwood Forest Yes No Corps DWQ 0.138 Site 12D P T Utility Line Construction Bottomland Hardwood Forest Yes No Corps DWQ 0.017 Site 12D P T New Easement (Conversion Only) Bottomland Hardwood Forest Yes No Corps DWQ 0.342 Site 12D P T Temporary Construction Access Bottomland Hardwood Forest Yes No Corps DWQ 0.197 Page 7 of 16 PCN Form – Version 1.3 December 10, 2008 Version Site 13 P T New Easement (Conversion Only) Bottomland Hardwood Forest Yes No Corps DWQ 0.081 Site 13 P T Temporary Construction Access Bottomland Hardwood Forest Yes No Corps DWQ 0.117 Site 15 P T New Easement (Conversion Only Seep Yes No Corps DWQ 0.186 Site 15 P T Temporary Construction Access Seep Yes No Corps DWQ 0.164 2g. Total wetland impacts 2.518 2h. Comments: Unavoidable impacts to wetlands in the vicinity of Walnut Creek will result from the proposed project. Permanent impacts to wetlands will result from the utility line construction and new easement construction. Permanent wetland fill impacts will be minimized to the extent practical resulting in primarily conversion impacts. Limited areas of grade/fill impacts to wetlands will occur at some of the sites. Temporary impacts to wetlands will occur as a result of construction access as part of the repair/construction of the utility line. Temporary impacts will be restored to pre-construction contours and re-vegetated with native woody vegetation upon completion of the proposed project. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 3 P T Utility Line Construction S14 PER INT Corps DWQ 3 62 Site 4A P T Stream Enhancement S1 PER INT Corps DWQ 3 116 Site 4A P T Utility Line Construction S1 PER INT Corps DWQ 3 71 Site 4B P T Stream Enhancement S13 PER INT Corps DWQ 15 3 Site 4B P T Utility Line Construction S13 PER INT Corps DWQ 15 31 Site 7A P T Culvert Extension S3 PER INT Corps DWQ 3 50 Site 7B P T Culvert Extension S4 PER INT Corps DWQ 3 26 Site 9D P T Culvert Extension S5 PER INT Corps DWQ 3 71 Site 9D P T Utility Line Construction S5 PER INT Corps DWQ 3 11 Site 10 P T Utility Line Construction S17 PER INT Corps DWQ 3 42 Site 11A P T Utility Line Construction S6 PER INT Corps DWQ 3 90 Site 11B P T Utility Line Construction S7 PER INT Corps DWQ 3 117 Site 12A P T Utility Line Construction S8 PER INT Corps DWQ 3 68 Site 12B P T Utility Line Construction S10 PER INT Corps DWQ 3 72 Site 12C P T Utility Line Construction S11 PER INT Corps DWQ 3 137 Page 8 of 16 PCN Form – Version 1.3 December 10, 2008 Version Site 13 P T Utility Line Construction S12 PER INT Corps DWQ 3 78 Site 14 P T Utility Line Construction S9 PER INT Corps DWQ 3 62 3h. Total stream and tributary impacts 1,107 3i. Comments: Unavoidable impacts to Walnut Creek and its tributaries will result from the proposed project. Permanent impacts to streams will result from stream enhancement (Impact Site 4A and Site 4B) and limited stretches of culvert extension (Impact Site 7A, Site 7B, and Site 9D) to accommodate the newly constructed utility line. Stream impacts will be minimized to the extent practical resulting in primarily temporary impacts as a result of utility line construction and stream enhancement, where there is no loss of waters. Temporary impacts to streams will occur as a result of construction access as part of the repair/construction of the utility line. Temporary impacts will be restored to pre-construction contours upon completion of the proposed project. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T 4f. Total open water impacts 4g. Comments: No open water will be impacted as part of the proposed project. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: No pond or lake construction is associated with the proposed project. 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: Page 9 of 16 PCN Form – Version 1.3 December 10, 2008 Version 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) Site 3 P T Non-electric Utility Line - Perpendicular S14 Yes No 1,286 855 Site 3 P T Temporary Construction Access S14 Yes No 2,447 1,627 Site 4C P T Non-electric Utility Line - Parallel S1 and S13 Yes No 11,813 - Site 4C P T Non-electric Utility Line - Parallel S1 and S13 Yes No - 12,004 Site 4C P T Temporary Construction Access S1 and S13 Yes No 4,983 1,914 Site 7C P T Non-electric Utility Line - Parallel S3 and S4 Yes No 8,559 - Site 7C P T Non-electric Utility Line - Parallel S3 and S4 Yes No - 5,295 Site 8 P T Non-electric Utility Line - Parallel S2 Yes No 1,623 - Site 8 P T Non-electric Utility Line - Parallel S2 Yes No - 7,632 Site 9E P T Non-electric Utility Line - Parallel Walnut Creek Yes No 19,002 - Site 9E P T Non-electric Utility Line - Parallel Walnut Creek Yes No - 20,428 Site 9E P T Temporary Construction Access Walnut Creek Yes No 6,755 991 Site 11F P T Non-electric Utility Line - Parallel S6 and S7 Yes No 3,297 - Site 11F P T Non-electric Utility Line - Parallel S6 and S7 Yes No - 12,682 Site 11F P T Temporary Construction Access S6 and S7 Yes No 15,274 5,515 Page 10 of 16 PCN Form – Version 1.3 December 10, 2008 Version Site 12E P T Non-electric Utility Line - Parallel S8, S10, S11 and Walnut Creek Yes No 3,679 - Site 12E P T Non-electric Utility Line - Parallel S8, S10, S11 and Walnut Creek Yes No - 2,250 Site 12E P T Temporary Construction Access S8, S10, S11 and Walnut Creek Yes No 12,342 4,703 Site 13 P T Non-electric Utility Line - Perpendicular S12 Yes No 2,126 1,141 Site 13 P T Temporary Construction Access S12 Yes No 2,580 2,176 Site 14 P T Non-electric Utility Line - Perpendicular S9 Yes No 1,276 849 Site 14 P T Temporary Construction Access S9 Yes No 2,486 1,682 6h. Total buffer impacts 99,528 81,744 6i. Comments: Unavoidable permanent impacts to the protected riparian buffer associated with Walnut Creek and its tributaries will result from the proposed utility line construction. Temporary impacts to the buffers of Walnut Creek and its tributaries will occur as a result of construction access as part of the utility line construction. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Impacts to streams, wetlands and riparian buffers have been avoided and minimized to the extent practical. The proposed sanitary sewer line is being constructed largely within an existing sanitary sewer and greenway easement as much as practicable to minimize impacts from new easement construction. Additionally, this project was designed to almost completely avoid Walnut Creek and stream impacts due to the installation of the utility line are temporary. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Impacts to streams, wetlands, and protected riparian buffers within the corridor and its vicinity will be minimized to the extent practical throughout the construction process by avoiding these features with equipment, materials, and access corridors. Where feasible, staging and construction access routes will be located in upland areas throughout the corridor. Silt fencing will be installed around the limits of disturbance to help ensure that all construction equipment will remain within the project area throughout the construction process. Sediment control measures will be used to reduce stormwater impacts to receiving waters and minimize runoff from the construction sites. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 0 7 fft, �17i, A r� IMPACT SITE 5 - SEE SHEET 5 PERMANENT WETLAND W1: 0.007 ACKLb I Vf r -_ -_ ---- IMPACT SITE 4C - SEE SHEET 3 AND 4 = __ _- �+off PERMANENT ZONE 1: 11813 SF �� TEMPORARY ZONE 1: 4983 SF PERMANENT ZONE 2: 12004 SF x TEMPORARY ZONE 2: 1914 SF o+00 -� A IMPACT SITE 1 - SEE SHEET 2 {f y PERMANENT WETLAND W18: 0.050 ACRES TEMPORARY WETLAND W18: 0.075 ACRESI L) IMPACT SITE 2 - SEE SHEET 3r1 - TEMPORARY WETLAND W8: 0.013 ACRES IMPACT SITE 3 - SEE SHEET 3 TEMPORARY WETLAND W& 0.026 ACRES PERMANENT ZONE 1: 1286 SF TEMPORARY ZONE 1: 2447 SF PERMANENT ZONE 2: 855 SF TEMPORARY ZONE 2: 1627 SF { IPORARY STREAM S14: 62 LF I - IMPACT SITE 4A - SEE SHEET 4 Dr -DU ❑AI17AIT CTDFAAA C1 • 119 1 F I TEMPORARY STREAM S1: 71 LF I IMPACT SITE 413 - SEE SHEET 4 PERMANENT STREAM S13: 3 LF - TEMPORARY STREAM S13: 31 LF - Elm 0 No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. hr C I,., �_ l ❑STONE �' ' IrK MPACT SITE 7B - SEE SHEET 7 PERMANENT STREAM S4. 26 LF LIME: ,SOH , - F- 1 fl IMPACT SITE 7C - SEE SHEET 7 \ " I PERMANENT ZONE 1: 8559 SF PERMANENT ZONE 2: 5295 SFj r - IMPACT SITE 7A SEE SHEET 7 PERMANENT STREAM S3: 50 LF IMPACT SITE 9E - SEE SHEET 9 AND 10 PERMANENT ZONE 1: 19002 SF TEMPORARY ZONE 1: 6755 SF PERMANENT ZONE 2: 20428 SF TEMPORARY ZONE 2: 991 SF 1 IMPACT SITE 9A - SEE SHEET 9 "- PERMANENT WETLAND W17: 0.027 ACRES! TEMPORARY WETLAND W17. 0.037 ACRES __- IL Ir% A f%T r^I Tr f%r5 C"r'r' C-1 Ir"r--r 9 fl Imr-/A . I JI I r- in 7tC ->rlr-r-ll Iv -t L::tPERMANENT WETLAND W10: 0.061 ACRES - TEMPORARY WETLAND W10: 0.115 ACRES IMPACT SITE 9C - SEE SHEET 10 - -� TEMPORARY WETLAND W18: 0.023 ACRES I+ IMPACT SITE 10 - SEE SHEET 11 ; TEMPORARY STREAM S17: 42 LF ■ il- 01 ev))) Horn © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE AS SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP SEE SHEET 6 AND 7 � IMPACT SITE 6 PERMANENT WETLAND W16: 0.001 ACRES PERMANENT WETLAND CONVERSION W16: 0.208 ACRES " IMPACT SITE 11 B - SEE SHEET 12 TEMPORARY STREAM S7: 117 LF IMPACT SITE 11 A - SEE SHEET 12 l W�PEF TEMPORARY STREAM S& 90 LF IMPACT SITE 11 D - SEE SHEET 12 PERMANENT WETLAND W4: 0.011 ACRES MANENT WETLAND CONVERSION W4: 0.007 ACRES TEMPORARY WETLAND W4: 0.052 ACRES IMPACT SITE 8 - SEE SHEET 8 PERMANENT WETLAND CONVERSION W2: 0.076 ACRES PERMANENT ZONE 1: 1623 SF PERMANENT ZONE 2: 7632 SF Cy t1 PROPOSED UPPER 1+Y CREEK SEWER INTER IMPACT SITE 9D - SEE SHEET 9 j PERMANENT STREAM S5: 71 LF - 1 I I EMFUN AK T S I REAM S5: -1 -1 LF �y - ��,•�- _ter--1�"±fl❑- �--�1 R'= IMPACT SITE 15 - SEE SHEET 17 PERMANENT WETLAND CONVERSION W14: 0.186 ACRES TEMPORARY WETLAND W14: 0.164 ACRES IMPACT SITE 14 - SEE SHEET 16 TEMPORARY ZONE 1: 2486 SF PERMANENT ZONE 1: 1276 SF - 11 PERMANENT ZONE 2: 849 SF TEMPORARY ZONE 2: 1682 SF TEMPORARY STREAM S9: 62 LF1 q IMPACT SITE 11 E - SEE SHEET 12 PERMANENT WETLAND W5: 0.081 ACRES TEMPORARY WETLAND W5: 0.138 ACRES 1 �,y \� x y fir? IN ti� ► i "U �1 IMPACT SITE 11 F - SEE SHEET 12� PERMANENT ZONE 1: 3297 SF y TEMPORARY ZONE 1: 15274 SF: - PERMANENT ZONE 2: 12682 SF :� I Z TEMPORARY ZONE 2: 5515 SF IMPACT SITE 11 C - SEE SHEET 12 p PERMANENT WETLAND W3: 0.123 ACRES o PERMANENT WETLAND CONVERSION W3: 0.283 ACRES I --- iLAn A l-T C`Ir� 4 n n C1r'r C11 IrrT 1 7 1 1- 1 m r Mk., 1 71 1 C 1 4M — JC E- �r1I`C I 1 ,]r 1 1 TEMPORARY STREAM S8: 68 LF I IMPACT SITE 12C - SEE SHEET 13 TEMPORARY STREAM S11: 137 LF sE �. IMPACT SITE 12D - SEE SHEET 13 PERMANENT WETLAND CONVERSION W12: 0.342 ACRES TEMPORARY WETLAND W12: 0.197 ACRES PERMANENT WETLAND W12: 0.017 ACRES - �� IMPACT SITE 12B - SEE SHEET 13 TEMPORARY STREAM S10: 72 LF IMPACT SITE 12E - SEE SHEET 13. PERMANENT ZONE 1: 3679 SF 63 TEMPORARY ZONE 1: 12342 SF PERMANENT ZONE 2: 2250 SF TEMPORARY ZONE 2• 4703 SF UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF R A L E I G H NOR T H CAROL1NA SEAL: CAR Q CCAI 33186 "'�/llllllll�`� `O> °0 I, ttff I L .10 k IMPACT SITE 13 - SEE SHEET 15 PERMANENT WETLAND CONVERSION W13: 0.081 ACRES TEMPORARY WETLAND W13: 0.117 ACRES PERMANENT ZONE 1: 2126 SF TEMPORARY ZONE 1: 2580 SF PERMANENT ZONE 2: 1141 SF TEMPORARY ZONE 2: 2176 SF TEMPORARY STREAM S12: 78 LF now jWj ■�uj . Irlll GRAPHIC SCALE IN FEET 0 250 500 1000 Public I Sewer C:nllertifm / Fxterlsion Svstem The City of Raleigh consents to the as and extension of the City s sewer water systemstem cis shaven on this plan. The material and Construction methods used u 1-1 T for this project shall conform to the standards and specifications of the Citys Public Utilities Handbook. JJ�I� r;r y ar Ralo;yh t _L L ✓ Pubkia Utilities i7eportmant Permit # Authorization to Construct 7TMTITT Date CONCURRENT PEVEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use hove been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State, and Federal laws. SHEET NUMBER This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES PERMIT DRAWINGS OVERALL I PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URB I I SITE ACCESSIBILITY ✓1\ I�. 1 �V PROPOSED TEMPORARY 1 00 1 CONSTRUCTION ENTRANCE � I 1 W 0 IN'v=1;r��Gf)� BRICK FALL 1 PROPOSED 40'x2O' BORE PIT E � L 1 PROPOSED 18" SANITARY SEWER,: CUR SEE SH_FET TRIB-9 FOR PROFILE A F REMOVE AND REPLACE' -ffi 40 LF OF REUSE LINE ❑ REMOVE AND REPLACE 40 LF OF WATERLINE IN/-26t-. /QR : % �I 1 110 LF OF INTERCEPTOR- % UI 1 ` INSTALLED VIA TUNNEL 1201 SUNNYBROOK RD v Q 1 � 1 I ■ N] 0 a Q 0 N o � ask PROPOSED TEMPORARY 1 v Q CONSTRUCTION ENTRANCE J� 1 1 - � � 1 Z O Q � F- tr O By 0. INV=199.60 �l BRICK. WALL l - +' 3RICK SIGN /LICCHT-, PROPOSED 40ix2O' BORE PIT N ` -p� 1� PROPOSED 18" SANITARY SEWER, (�'U R SEE SHEET TRIB-9 FOR PROFILE; , P E REMOVE AND REPLACE a. �+`` 40 ! F OF REUSE LINE 2 ' REMOVE AND REPLACE�/ 40 LF OF WATERLINE `1: 1 110 LF OF INTERCEPTOR a 1 1NSTALLED VIA TUNNEL 1 1201 SUNNYBROOK RD j 1 Q r j 0 In In 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-1 Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. NOTES I ■ 1 2.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. w - - ' 'o` 1 1 0 - f _ 515 SY,ASPHALT GREEN WAY REPLAC MENT - - , r t. ,�IaN BENCH MARK: qFF r;WY SHFFTq i I t ° e * F \ �✓ E / � 60d NAIL IN 36" GUM __ % ,r 4 ABANDON EXISTING $2' RCP WALNUT _� 1 \ �� ✓ / \ a -EL. 192.11 , - ` - - - STONE FILTER ~ Ex SM 131869 CREEK�tNTERCEPTOk` A 1�►NHO�ES �r r ,1T 1 HEET�= ' ^� L RIM: �Q1. PERMANENT WETLAND z / / ( \ \ \ ENV �N: 1 3�55 TEMPORARY WETLAND - �fBRO(�K RD °O2y, �� ' �� A� �� _ �� IMPArT SITE 1 �� fi �� f ? �� w INv ouT:-19 .44 -rn�I erTnR cuel I rn�i�IR\I r o 114 \ Z PERMANENT WETLAND . � a l ` vv1� Il�rw 1 v1� v11/1LL vv1�1 n�m � ` � - � 6 1_ . 1 ,� i � .-1 '��AIP v�NKNo WITH �� -MA o P EXISTING STORM DRAINAGE P �� _ - ( `� / �'1� �� _ �_ MH f ABANDONED) J EX CITY *OF RALEIGH * r /, °° VC SPLLL CONVERSION t EX ISM 12 311 INACTIVE PRIOR TO EXCAVAT f 199.69 1 _ �/ , - MaV 1 44 *' \ 1 �� 1 �/ J °. � I� FENC PERMANENT ZONE 1 �\ RIM: / b1. 40' SANITARY \ N 120 LF OF SILT FF�NC 1 / f l \ TEMPORARY ZONE 1 - - �\ NV I ��9�2�08 � � � SD-MH L ,� ��V OUT: ."`S4 > � � � � � 0 �� CSEV�ER-E-A�SE��E��1T INV OUT: 191 o STOP 2�0.63 F f �� > \\ - Ar o a ( - �- �`�_ _ - - - o INV 24 W I30�2 / ro0 �� ` U w Q Z �� -.p > \\ E)E �M < I 4" PN N .8� ( \ / ��w L ( � / ��. , A PERMANENT ZONE 2 y IM: 2y1.26 1 V 3 �J "` _> f I t l / �' • / - _ _ r �� TEMPORARY ZONE 2 \ INV III: 196.60 . INV OU� �196.34 � 4 P o r 'Pa Fx, �5111NYBR00K RS fi > i •° / U \ \ . '• p JQ' TEMPORARY STREAM 100 PERMANENT STREAM ,f o 100 FW r \ \VIV � � y � ��S � � BE1VC44%IARK:4� 6Gd-- NAIL ��If� 1.�,, OA� �I f �p0 FW ° y / / / j� �• �� ' �Q.V� EL. 194�7(1 \� A 001 APPROX.DJRECTIn._ �� . \ * T 196.�5- _ F eN (ABAN�) ��j Impact Impact Type Quantity L } i� + INV 200.34 � ❑°� o - _ - CONTRACTOR SHALL CONFIRM.. INV IN;,, Permanent Wetland WS 0.050 AC I�B.26 � j, � � � EXISTING STORM DRAINAGE IS ti JNV GVT.- 196,10 �� _ °4' INACTIVE PRIOR TO EXCAVATION00-7 CONC. Temporary Wetland Ws 0.075 AC Tole= �oi:� ■ .PROPOSED 'TEMPORARY-' C01`45TRUCTI6N . ENTRANCE VALVE NUT r1 :na 1 1DD flC]P14ZP r) 111k•.RI A RI P' %AA nTW r'ITV OP' 1 11YI .1/106-161 • LA .'l1.dLL TV1 LI 11 1 111 1 1 VI ALEIGH SANI Y.,SEWER EASEMENT -r *1 .0 \"A -11 /'k C- 'PRC]Pf]SFn TFIu1PnRARY-J TONTON= 201.5 CONSTRUCTION ENTRANCE VALVE NUT ELEV 2NUT � PROPOSED VARIABLE WIDTH CITY OF `7ALEIGH SANITARY, SEVER EASEMENT INV OU 1 92.70 RIM:- 201.68'JT^ INV -IN: 192.94 INV OUT. 192.80 - APPROX. DIRECTION UNABLE TO LOCATE 0 SUNNYBROOK RD CONTRACTOR SHALL CONFIRM EXISTING SANITARY SEV'VLK IS INAC I I Vt h''KIUK I U IN I LKCEP 1 UK CONSTRUCTION AND LINE ABANDONMENT f PLAN 11"-A0) 1 -TV / INV OUT. 192.70 V � �1�� LV RIM: 201.88 j^ LnV, IN�r'IrL 1ga g4 INV OUT. 192.80 L APPRQX. DIRECTION UNABLE TO ,LOCATE . 0 SUNNYBROOK RD -CONTRACTOR SHALL CONFIRM EXISTING SANITARY SEWER IS INACTIVE PRIOR TO INTERCEPTOR CONSTRUCTION AND LINE ABANDONMENT PLAN 1 "'= 40' KHA PROJECT 011063067 UPPER WALNUT CREEK SANITARY � 01 DATE I eV)))Horn APRIL 2020 SCALE SHOWN © 2020 KIMLEY-HORN AND ASSOCIATES, INC. DESIGNED BY ZGP 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 DRAWN BY DGB NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BY ZGP SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF RALEIUH, NOR I H CAROLINA SEAL: 0 "PROPOSED 20' CITY OF RALEIGH SANITARY SEWER EASEMENT 1 `PROPOSED UPPER WALNUT CREEK INTERCEPTOR PROPOSED DRAINAGE CROSSING A SEE SHEET SW-2 1 r WETLAND W8 0 SUNNYBROOK RD 1001 COOPER RD 1 GRAPHIC SCALE IN FEET 0 20 40 80 r515 SY .ASPHALT�GREENWAY REPLACEMENT; SEE GWY SHEETS ' STONE FILTER, TYP. _ 111P EX 13M 137 Rllvl: 201.5 joj,INV A" 193..51 - IN-V OUT. 193.44 PVC SPLI-T yam - RAIL FENC 4444-4- 3��,Op rye.=J k _ � '�- �� Public _L Reuse Distribution / Extension System The City of Raleigh consents to the connection and l �• extension of the City's public reuse system as shown an this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities department Permit # Authorization to Construct Date Pubic Water Distribution / Extension System The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit Authorization to Construct Date Public Sower Coller:tifm / Fxtensinn ',vsfem The City of Raleigh consents to the connection and extension of the CitVs sewer water system as shown on this plan. The material and Construction methods used for this project shoal conform to the standards and specifications of the Citys Public Utilities Handbook. Tity of Raleigh Public Utilities Department Permit # Authorization to Construct Date CONaFPJW PEVEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors ore each responsible for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 2 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY PROPOSED 20' CITY OF RALEIGH SANITARY SEWER EASEMENT PROPOSED UPPER WALNUT CREEK INTERCEPTOR PROPOSED DRAINAGE CROSSING A 1 SEE SHEET SW-2 WETLAND W8 a SUNNYBROOK RD r `4 1001 COOPER RD PERMIT DRAWINGS IMPACT SITE 2 ( /�s�� Z ° o P(��1`D ST00�1 FrL� ER, TIr!P: ` 1 1 \ LF ,r EX -SM 12181 — BENCH MARK:. RIM: 203.79 Y 60d NAIL IN EX SM 127930 �_ STREAM S14 INV IN: 193.81 20" POPLAR RIM 205.68 .. INV OUT,15.3-6� EL. 203.40 (INV IN: 195.86 ti xa r oe x�J�� ao� WETLAND W8 ; INV IN: 191.93 IMPACT ITE 3 102❑ LF OF SI T FEN L ry�� ` � INV OUT: i9s.y-� EX SM 13784 h �� F=�- _ ��5�� ABAND* EXISTING RC RIM' 204.61 � V IN ?�3.5b °fl, �a�dLl CREEK INTERCEPTOR AND IN (16 INV OUT, f93.49 J a�S .�- �j �N SEE SHE —S 3NOZ �OP'N' WETLAND W8 r TPF p ,1, '`direr �'`' ~ _,-c--'`�• _� `�— di Ce 0 �1' • �`& 1 ,k �� /� PROPOSED 8" SANITARY SEWER SEE SHEET TRIB-9 FOR PROFILE 41, y � � lo= CONa �y �'�"r °o PROPOSED UPPER WALNUT J/ a� 031` �o = �n S LIT �L CREEK INTERCEPTOR ti° FFS 20' = toe 1 FAIL NCE � � � PROPOS v2((� ITY OF R EIG �� _ S ITAR EWER EA ME T Ps z _\ \ \ I - �° EX SM 1439b, RIM: :2-04.8ty_ �44� 2�4"CONC. INV N DINT. 114 .8iR CURB & GUTTER ' - V) Li — - � BENCH MARK: ' _ 60d NAIL IN BASE — EX SM .127930A r !i'�. ?°� OF SPE �i ER P�O_W LOC -- — -. RIM: 210,20 a) INV IN. 202.05 INV QUT: 2,01,96 � �~ 1 1001 COOP RD "Ul n 3U CL P LA 1 •"=40" _ 24 GON C. — 1 CURB & GUTTER 1 PROPOSED 8" SANITARY SEWER SEE SHEET TRIB-9 FOR PROFILE 11 A IMPACT SITE 2 PROPOSED STONE FILTER. TYP. 1 EX �M� A2181 -� �' BENCH MARK: J / RJI. 203,7 60d NAIL IN EY, S 127�30 ti� t �STR AM $14 j V� \ �� o �� RSV IN: 1- 3.81 20" POPLAR �\ _ \ \ � � � BRIM �05.6 \ o .. .CV�� _JINV Ol1T:�193fa3 ,�.�' „� EL. 203.4G ��INV I 191.93 1 40 ��\� roe�'i_ / `� INV INi.9J' CY P - WETLAND W8 - 1020 LF OF SI T FEN E - x J °0� INV guT: 191.93 IMPACT ITE 3 rT, ry ► IMPACT SITE 4C EX SM 137$43 ' �� y�` '� ABANDC$ EXISTING RCP WALNUT! 11 �� t• �$`�ri_. ►' ',�� RIM: 2ll z 7 _ ��` l Lr . �` ._IdC_ _ r., ih�+'3 l ^rlrr1i iI10rr .r.rr�T.-.r. ■ .IM Li '*ZI .IN .- - .a Rn� �� -- UI•CCCR r I r_KUr=r r UK ANU MANHOLES t.4 INV OU_i. 19 _ . �.f c,� �1 '` ��5`� SEE SHE —5 3Nox 3nra AZ 36 p +00d!/�S WETLAND W8 T 1N ❑ s° �� 4 _..kpQ `�� _ v�8-r<•p0 o �di/,,I�� _ao 12 IPF LLI PROPOSED 8 SANITARY SEWER ` ' ! SEE SHEET TRIB-9 FQR °PROFILE ,y �� LODE ! 1pFi l PROPOSED UPPER WALNUT 40+0 y ° PVC SHLI J '� CREEK INTERCEPTOR '�� °° �� 0 RAIL FENCE r f — PROPOS 20ITY OF R EIS; a fN: 198�2 � V OUT: 1 ONG. BLO - ETAINING P.1 _ I TC, ' 262.76 INV 200,85 NOTES I 3.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. PopnCFn _R" CON! , ,A6 , Zrwro- �` y SEE SHEET TRIB-2 FOR PLPtj., - - AND PROFILE PERMANENT WETLAND - / Vd00� EKE+- m'4 TEMPORARY WETLAND ,� PERMANENT WETLAND �� CONVERSION PROPOSED 42" SANITARY SEWER PERMANENT ZONE 1 SEE SHEET TRIG-9 FOR PROFILE ,� G1 TEMPORARY ZONE 1 — — — L�� 1 LpON PERMANENT ZONE 2 - -- 1 TEMPORARY ZONE 2 �R OVE EXISTING FENCE FROM TEMPORARY STREAM /` I y VWIhT PROPOSED EASEMENT PERMANENT STREAM �' f �� t Impact Impact Type Quantity Z 1619- Q.Q11 II Nz Impact Impact Type Quantity 3 Temporary Wetland W8 0.026 AC 3 Temporary Stream S14 62 LF 3 Permanent Zone 1 1286 SF 3 Temporary Zone 1 2447 SF 3 Permanent Zone 2 1155 tSl 3 Temporary Zone 2 1627 SF Impact Impact Type Quantity 4A Permanent Stream 51 116 LF 4A Temporary Stream S1 71 LF 46 Permanent Stream 513 3 LF 48 Temporary Stream 513 31 LF 4C Permanent Zone 1 11813 SF 4C Temporary Zane 1 4983 SF j 4C Permanent Zone 2 12004 SF 4C Temporary Zone 2 1914 SF � A v f f- i V., A.46 Ti P RY S� 4 , SEE SHEET T — FOR / A", OFILE �v I �i W0p0 INN � 1 per PROPOSED 42" SANITARY SEWER r � - ez SEE SHEET TRkB-9 FOR PROFILE rtk1D00 lbr � R OVE EXISTING FENCE FROM (, r� �y WI PROPOSED EASEMENT IMPACT SITE 4A STREAM S *! "INV 2u(,-2:; [ STREAM S1 W C.- HEAD4: R I �). ROPOSED ROCK A L RIFFLE JT' S ITARY EWER EA Mc T ti "-' E 5M t3s3,. EE SHEE-T 5T-1 a - - • , � ti y EX 5M 1439Uu � �+ Rl 204.27 RIM: 204. �: P ` • /" I IN: 197:3 m v 24"CONC. INV -IN' 199,a© y` ` �' I . IN: .198.2 a V OUT 194. 1 V IN194.# `pp ` N. I V OUT: 1 - r �'� 1 �'4 CURB GUTTER �. ❑ . GRAPHIC SCALE IN FEET ❑ 20 4❑ 8❑ FFTA NIING ..I I Sewer C ollertion P��C sins 5vstem j-- - -- -- - - - - - - - - / The City of Raleigh consents to the connection and Q TOP 202-761 extension of the CitVs sewer water system as shown on BENCH MARK: ' Lp}3 1 INV 200_8E this plan. The material and Construction methods used 60d NAIL IN BASE r oo _ _ 24'CON-0. .V CURB & GI_ITTFR � OF SPEAKER POLE EX 5M I27930,4 !!f a4^` Li OnA 77 RIM:210 20 INV OUT / "PROPOSED 8" SANITARY SEWER � INV T; 22fl1:901z98 5 ,ti 1 SEE SHEET TRIB-9 FOR PROFILE CJ � / 1ID01 COOP RD PLAN m 1 "= 4❑' �i 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-IReuse of and improper reliance on this document without written authorization and \ adaptation by Kimley—Horn and Assaciates, Inc. shall be without liability to Kimley—Horn and n Associates, Inc. ■ i ev))) Horn AV © 2020 KIMLEY—HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP UPPER WALNUT CREEK SANITARY ,,•��`��`�t CA. �� O �pFESS%p/,�9, / SEWER IMPROVEMENTS CCAI — PREPARED FOR = 33186 J PUBLIC UTILITIES DEPARTMENT INS.•' �.�� C� 11 Y U F RA L E Iy I --I , N U R 1 I -I CAA R 0 L I N A SEAL: �"""I I I I "'`` PERMIT DRAWINGS for this project shall conform to the standards and specifications of the Citys Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date CONCLFIFIENT PEVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and Contractors are each responsible for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 3 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY 3 X 0 w U IaJ F- i N C E V) C 0 Q Q Q 0 0 0 0 Q 0 0 / co Cn / U L Vt c� LL-i a_ J In .S 3 6 E O R u Q) �IU -11 Q a STREAM S1 -- f R'_�3 `4W ENCE FROM • 5, I <i �No IN PROPOSED EASEMEN_ T z 3"0 1 T FENCE LF--OF- SIC ' — t OD PW % • OPPOSED 50' CITY OF RALEIGH 0 SANITARY SEWER EASEMENT _rr,r��y0 oononcrn CTnAIC f lf- -r—�� Lvu ` E�;4 rnvrvJLV J Iu1rL �. TO l ' oo — - - ° �\ ��P FILTER, TYP. a r� Lon — L` ` r nD — 10 , 4 �^ �� ! 1ti7 3Noz ion O �� /5/ ��'-� f 132 LONDONDERRY CIR AEA, tp PROP DR INA CROSSIIB 'L _7� 1 SEE ITT #### x PROPOSED UPPER WALNUT y CREEK INTERCEPTOR � •� _ _ __ - f .CpF� �� 1 ' �� IMPACT SITE 4 � G G .�L PROPOSED 60' CITY OF RALEIGH - -+y SANITARY. SEWER EASEMENT #_X 20' EA EMENT 20' EASEMENT y �REMOVE EXISTING FENCE AND SHED M,� FROM WITHIN PROPOSED EASEMENT PROPOSED RELOCATED SHE LOTION 13 ONDONDERRY �4R Gam[] 1321 LONDONDERRY R 1329 LONDONDER CIR _ CD7 r 1317 LONDONDERRY CIR BC=206.37 _ r $ INV OUT=203,77 � ¢� 1313 LONDONDERRY CAR _ EX SM 146826A � r - 3 "GONG. RIM: 206,36 INV OUT: 200.53 B +� GU rTER � a v-� _ � SS 2EAM S� l` i.1l1�JyIM" ice► r •� �Qo z. -' � 7P. 780 ES F OF SILT FENC �' f PROPOSED UPPER WALNUT CREEK JNTERCEPTOR °� ��F '�►C2 may px �� `� i q i' 7pF C17 TELEPHONE' ❑— .� �j CAB E�..:..__.,.? -- �j Z r / REMOVE EXISTING SHED FROM �' 8j R QFWITHIN PROPOSED EASEMENT PROPOSED RELOCATED SHED LOCATION41, R 0�'RRG R nth �9 1328 LONDONDERRY 0R UB�' PG. ` ajC'n a I f p r :7' M Ij REMOVE EXISTING SHED FROM V pER r � It .. WITHIN PROPOSED EASEMENT 14 , ll _PP()Pn4ZF7n QPi n_r.AT;rn 1312 LONDONDERRY �R 1 �,1 ` 1 �I •; f f j SHED LOCATION v. �V lrx l=win�fv MATCHUNE STA 48+50 \ J i ISTREXM a0 R V� Z ENC[ ao, — IN PROPSE �S=-�d��s „ = 0_L�O� SILT FENICE 13N0 - � \ Na2 FROM — _ PLAN 1 "= 40' 'n 0O-1 — �— 00 FW- 1 X X— Z 3NoZ _ - 4-00 �� .. Z 3NOZ _ LOD— rP' — LO i ��, A�k� �pC Z. — 4-PROPOSED DRAINAU CRUSSI k7 0 _ �� 4 #### x PROPOSED UPPER WALNUT >, SEE SH EET CREEK INTERCEPTOR r -'s�°Q IMPACT SITE 4 L PROPOSED 60' CITY OF RALEIGH 1 SANITARY SEWER EASEMENT /- EX 20' EASEMENT % 211' EASEMENT 7� y F�r� REMOVE EXISTING FENCE AND SHED n ��,� FROM WITHIN PROPOSED EASEME T ��'A- PROPOSED RELOCATED SHED LO1PION 13 DONdERRY SIR 1 1321 L01•40NDERRY R 1329 LONDONDPV 3Y CfR . ` v � 1317 LONDONDERRY CIR BC=2ob.37 �$ INV QUT=203.77 SS 1 1313 LONDONDERRY OR Ex SM 146826A RIM' 206.36 3 "CONC. tNV OUT. 200.59 C B do CUTTER UU ER � 1312 LONDONDERRY �R 1 0 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-1 Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and n Associates, Inc. Ki ev))) Horn ■ AV © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP PLAN 1 "= 40' PR USED 60 CITY OF RALEIGH r� SANITARY SEWER EASEMENT , PROPOSED STO E — -,FILTER, TYP. 00� % �2 `LONDONDERRY, ClR 780. LF OF SILT FENCE f f PROPOSED UPPER WALNUT � o> I CREEK '.INTERCEPTOR0-10 TELEPDNE �` Cps rl REMOVE EXISITNSHED FROM 4a WITHIN PROPOSED EASEMENT jj q ` / f 14s PROPOSED RELOCATED SHED LOCATION - �� 1328 LONDONDERRY CIR 0 i - EMOVE EXISTING SHED FROM D �I� WITHIN PROPOSED EASEMENT ■ `PROPOSED RELOCATED ' / I SHED LOCATION. 1 UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF RALEIUH, NOR I H CAROLINA SEAL: CA o �O �pFESS%p. �/,�9, / Q CCAI ' 33186 /llllllll, PERMIT DRAWINGS NOTES 1 4.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. I PERMANENT WETLAND TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 _ PERMANENT ZONE 2 _ TEMPORARY ZONE 2 TEMPORARY STREAM PERMANENT STREAM /' GRAPHIC SCALE IN FEET 0 20 40 80 I I I I Pubfrc Sewer Coller-.tifm / Fxtert, ion Evstem The City of Raleigh consents to the connection and extension of the Citys sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Cit/s Public Utilities Handbook. City of Ralelgh Public Utilities Department Permit! Authorization to Construct Date CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use hove been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 4 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY NOTES 1 5.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. T7 0 0 0 VA r\ 0 0 Q Q 0 r rx Ld LL J c 3 E a) a. a Q r� 7 I� � � Oo 0 (� \I ✓T �/ram \�_' MATCHUNE STA rugT10N I'0p ? PIN. 1 54+00 r , ��` 1 RA�E�GH, CITI� 0F� FOR CONTIN I � I ��> �(�� I �,-s-� IMPACT SITE 5 > r / < �� D FROM 7�'� o . SEE SHEET 4 \ �� ( L r V 1 r/ �) PROPOSED RELOCATED v I�< < I goo �� REMOVE EXISTING` SHE < i� �_ SHED LOCATIO v I)) FW / _- 193.go EF WITHIN PROPOSED�XSEMENT �� / A _ 11 o � .�. L�_• _�� /� � A IL 1 KtMUVt LAID I INN ZoNtU I-KUM _X EASEME I �� ,Z lop FW LA ,v cH�m�rv, � I ✓ ^ � � �A \ \ \\ s� r 1� �o WITHIN PROPOSED EASEMENT > ,❑ F - PROPOSED RLOCATEq WETLAND W1 \ \ / / q OSED N g o INV- )1.45 PRE OSED 'CITY b� -RALEIGH HED�LOCATION o P R �� r )/ �L r r F y' F� _R TYPE I� REMOVE EXIT T FENCE I� ��J PROPOSED RELOCATED ^- �v l )� ) I �� - - �� - ` 1 I1RY S WER EASEMENT o 0o F +. _ t'-I FROM WITHIN PROP i` Z I SHED LOCATION / / 1 I ((I( / r I"� ` l EASE(IEN� I yl T PROPOSED UPPER WALNUT �,� 0 FW �,�>� �o / gaol - aol - REMOVE EXISTING SHED FROM !� \ CREEK INTERCEPTOR f r` t o PROPOSED RELOCATED I aol� _ r� J _ � -- _ AITHIN PROPOSED EASEMENT _ / �- �5 � Ol 0 OOl \ / -_CIO-, -_ 00 -_ QOl ` i �\ `/�- J r/� A, 10 FN o O0111i - 10h�WT SHED LOCATIO / S �dl �S �d�%ds =ao� _ _ - = _ ar�_i -- //� _ �o� �s - � �15 _4c /�S JdL �f�s �w� 1 ,�T �� i� aol 01 - aol - , �S ao� f �S \ �\ \ LF\ 0 rF ICE � ) REMOVE EXIST�N �' 1fl - - , SHED FROM VA IN �{ 1P. I - i 75' - DWALL - 195.24 .� z PROPOSED EASEMENT I , _ I 56+00 I �, I e-12 � � +• WETLAND W9 +OD \ - � B 2A B-1; 58+00 'sr1E0 59+00 t 60+0 `* , .�'= _ I I $ o 4'WIRE FENCE _ F - "8 E�LlrLh S ;��° �''�` OOI � • / -LOD COD L - ! !` LOU- � - �•1.:� 16,5 d��jS�� a �vo - LaD Too = : - - TPA L`�D - L°fl �� `� n7 I �oD` -Lo`D ADD. - TPF L'aD �o �"Ga - �' � ]�,F �15 REMOVE EXISTING SHED AND � � I �_ = ❑D I� Loa � -x�x� rl�• �~ •� 1'r- I PROPOSED DRAINAGE PROPOSED DRAINAGE ___ `j x PROPOSED DR'A�p�. CHICKEN COOP FROM WITHIN I' _ f fJ` CROSSING E SEE �-: PROPOSED EASEMENT I - CROSSING C SEE CROSSING D SEE III x 63+00 : - SHEET \ �°F SHEET #### SHEET #### I I - f j ####-��_�:: • . PROPOSED RELOCATED ti x Ii �" x BEVERLY DR r Sao �Tp ►c II � � 444 BEVf=RL D r , fj ��'wl R{_ -r i- •r 1- - o q 1 SHED LOCATION 1 - II J?EMOVE EXISTING FENCE II 1 LY D 1424 BEVERLY DR 1420 BEVEhI_ WITHIN PR�P05E©Y D I 1412 BEVERLY DR 1 8 BEVERLY D �I I �q k 1 _ �Nci 1436 BEVERt.. ; DR 1432 BEVERLY OR i#28 SEVER FROM 1 1 1� I f _@ III M � CHAIN FENCE 14 i1 15 G I EASEMENT III I i ff f 1 a~y1 y�urNY - n EX SM 137041 rti - 1c I RIM: 207.63 �� - }j f EQ� F _ 164' _ s� �q CHAIIVLINK FENCE ` I' CURB INLET I REMOVE ..EXISTING CONCRETE PA INV IN: 200.90 If aN� II _ . 1 sTO r I .}• I TC 204.23 c'REITH N' PROPOSED°'F�d�T INV IN: 195.48 ffRIC 1�O I i1 INV- 39-9-.83t - I Ell CITY OF RALEIGH r it I d cuR6 INLET INV CUT: 195..45 OW LLINC f ❑°' �a�'+ -- = 4 ❑ O�Y �� WV 40' SANITARY S€W€� INS 199,29t INV IN:-198:93 TC 205.98 ff I � � � � ,(0 p►'1E T0�4=242.2 EASEMENT 3Q CONC.I II I INV OUT, 198.$. (;FULL OF DEBRIS) 5� II ,r r Lo - B�IC'A f Ex Ski 1 fi4$25A CURB �c III I CONIC. WRI Lap '�4► UORAG j.Ire: zc4.77 IS 'PROPOSED 13 SANITARY SEWERINv a 0 I 7,5t GUTTER ABANDON EXISTING 42 RCP WALNUTC� SHEET TRIB-2 FOR PLAN AND PROFILEPTOR AND MANH S rPF-,0 I . 1 - _ ` l I CREEK INTERCEPTOR \ + 4� ,;_.� LOi7 Lob 7PF 1��u WALK 4 n f f_ 11 I I =t� 1 I TON= --- .,'. r -a❑-i-- �-q� - ❑ E� SHEED -5 n,.\\� ! .h' Rn;.sr��v too Ool Ooi l - uv, - , p I � � WJ r . n Li{yEL[ I -x '- EX ITY CJ f�ALEI 40' S ARY S ER f oHPT S 370 1 A� r A T _ ' - - E ` INIr. ... r 4-'CHAIN LINK 1 rJHP _r far . � :-�:.: �... ... ' _ ,► _ �� Fj EMOVE 1=XI�NG FENCES AND SHEDS FENCE �- -- - - ..�`... .�.. - ° PRO ED EASEMENT - - -"'^ �L BEVERLY DIIiIVE �+�- �- f +p FROM WiTHffl` POS 3� (2�� + a SDI ,tom - - - - w- - - '''`£'` - - _ _ - - - r '7 - "1 60" PUBLIC R/W „ t /1324 BEVERLY D PER BM 1967 PG 50 D LOCA j g TCNROPOSED RELOCATED SHETION 1320 iBEVEH P �, ► r _ REMOVE EXISTING CONCRETE PADS FROM WITHIN PROPOSED EASEMENT LA 1 M=40' 1 j I I I RALEIGH, CITY OF I Ian° IMP ACT SITE 5 PIN: 1713625844 I PROPOSED RELOCATED i - REMOVE EXISTING SHED FROM SHED LOCATION V 193-Sw � WITHIN PROPOSED EASEMENT i00 FW EX 10' E�A5EMENT I REMOVE EXISTING SHED FROM _ 'EASEMENT PROPOSED STONE pl /I �` WITHIN PROPOSED EASEMENT WETLAND W1 rpo� PROPOSED RELOCATED rig, N� INV 111f.4.5 I �. $, E LOCATION U l llI REMOVE EXISTING FENCES I' I PROPOSED RELOCATED I I PROPOSED s0 CITY OF RALEIGH FILTER, TYP. 1 W I I SANITARY SEWER EASEMENT I FROM WITHIN PROPOSED SHED LOCATION I I I • EASEMENT ,� I I I [PROPOSEDUPPER WALNUT 'pa rw 4 ` REMOVE EXISTING SHED FROM . , PROPO ED ELOCATED ❑°l - Ir CREEK INTERCEPTOR r - �l o°l ❑d, WITHIN PROPOSED EASEMENT SSHEDI LOCATIOa = ° �-=- Q°� - Q°� r-._ r. A.-. _ _❑o� _ Ool- J ■ '/ dd1./Js `_qdL qS - - - :: Qol��: d� x- = -'c= �di�d5 idiIJS �ai� �� • + �\ 1 30 L T FENCE REMOVE EXISTING d <0 � F O� � SHED- FROM - WI �I �. 1 5' TOR HE 1)WALL =I95.24 J -Z� .\ 1 " PROP SED EASE I'' �I I V 191 43 {f �1 n 56+00. 57+on i r _ r�-, ._n m t } _ �� f l ,.n B-12 8-12A 61+0❑ k . rWETLAND W9 - I B-11 - - kSHty� \ - - - �._ - \ 0 55+00 \�_ °l -+� 4'WIRE�NCE i _ 7- \, �- LOD - D - - / II i -� - - - _ _ � Vhi CAL/ yS� QO A _ - ' - �o--�-� - ----- I- ---- F-L�• =�O 1 LOD------- I CONCRE E-- LOD ��.1 \ nnl� - \ COD - LOD - LO - _ _ - _ _ �F T _ _ - - - - LO z� LOD \� ��/ �S - !7 DA -COD - HOD - - - - Z OD L \��F 75 . 5' REMOVE EXISTING SHED AND I °p L0A F' "`-` \ � - ,:�. � - � f,r, PROPOSED D�p •:... . - � � � � 1 _ I PROPOSED DRAINAGE PROPOSED DRAINAGE too CHICK N COOP FROM WITHIN CROSSING E SEE CROSSING C SEE CROSSING D SEE I I I o IfT 83+0❑ _ -.: '- ��• PROPOSED EASEMENT fl SHEET SHEET I f! SHEET �# �� i;,�s - -I PROPOSED RELOCATED I II I I 11 1404 BEVERL� It II [_'' � BEVERLY DR < `- �,F WIRE (� c SHED LOCATION I 0VE EXISTING .FELL I 11438 @EV'ERL DR 1432 BEVERLY DR I .1428 BEVERLY D 11 = 1424 BEVERLY DR 1424-0 BELFI D III 1412 BEVERLY DR 1 B BEVERLY D� �' 1 �M 1 �1! x - FROM WITHIN PROP 20 CFIAIN 12 FENCE 13 14 II 15 - EASEMENT If - 1 I Ex SM 137041 I j a� Dp _ r -h� {� RIM: 207-63 , r iI c �o� 1 RDEI� - - 64' I`�U y �_ tw CURB INLET I REMOVE EXISTING CONCRETE PA INV IN: 2D0.90 NE Sro'Y �- 4.► CHF.lNl.INK FENCE I II j - I TC 204.23 L' INV IN: 195.48 PICK � c I TFROM =1II TH N PROPQS F►� if 1� 2 __ II I E CITY flF RALEIGH ! -. II + CURB INLET rNv Ut3T 195.45 OWELLf�C Na ' :k7 } �_ J 4 r a INV 199.83� p I z II yN 40' SAN)TAR Y SEWER INV 199.29t INV IN: 198A3 TC 205.98 0 � ��G Y TONS 232,2 EASEMENT 30"CONC.i II I INV OUT: 198.8 _ EX SM 1 Ei0826A I (FULL OF DEBRIS] II if 16,R\l NO � CURB & I I II 1 CONC. WAI � � D RAC RIM: 204.77 it PROPOSED SANITARY SEWER CUTTER � � � I ,� OD 7►°F ABANDON EXISTING ,42 RCP WALNUT �� TPF 4, uiL�1>a I INV :OUT: I '.a1 II SHEET i8-2 F Rj PLAN AND PROFILE f j F' � I CREEK INTERCEPTOR AND MANH04.E5 f � � _ , COD t� F Cl �-, III I WV _ I SEE �F1E T I �5 _ , -F °�� CO-0 Q f II �' TOM=7�.3 - ovi -1 v❑� - of - �• �� - ao ❑ ao. + �� URIC SjORrRAL�. roe a� CST ❑°i - - oo� - c , x r r` oo Loa k �71y4 ! ITY Af2.Y 5 E 1 E I� - / E; T �� T _ - -OHI-- _ n x S 370 ,1 n IN �.. 'CHAIN LINK J � �1E EXISTING FENCES AND SHEDS FENCE I - - - - W-- - - - -c - -w- --W-EIjERL-,I" -D - !'„r- - �,{ �' FROM WITHIN PROPOSED EASEMENT 3 �7 = - - - - �. a _ O, - � - �' �` t� - -� __ ON=206 1324 BEVERLY DR 1c...... k - `' 1 -- r PFR Rill i9B7 I r �4 f r.. PRopC1wn RFI C]C:ATED SHED I OCATION 1320 BEVE REMOVE EXISTING CONCRETE PADS - 'Fit r - FROM WITHIN PROPOSED EASEMENT; 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-1 Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and n Associates, Inc. Kit 01 ev))) Horn ■ AV © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP PLAN 1 "= 40' UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF RALEIUH, NOR I H CAROLINA SEAL: CA �O �pFESS%p.�/,�9, / Q CCAI JLHL 33186 .,,,ygRY. G ••Q "/0/11110 W PERMIT DRAWINGS PERMANENT WETLAND TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 _-_-_- PERMANENT ZONE 2 TEMPORARY ZONE 2 TEMPORARY STREAM PERMANENT STREAM Impact Impact Type Quantity 5 Permanent Wetland W1 0.007 AC GRAPHIC SCALE IN FEET 0 20 40 80 Pubr►c Sower Collertirsn / Fxtensinn Svstem The City of Raleigh consents to the connection and extension of the City's sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Citys Public Utilities Handbook. City of Rdelgh Public Utilities Department Permit! Authorization to Construct Date CONCUFOEW REVEW APPRWAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use hove been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 5 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY REMOVE EXISTING FENCE FRO�� WITHIN PROPOSED EASEMLN _ . , It _ .,'E It i ( 1 � o % i 11�� , . 7 It �� l• o Z 1 � TOP( 1 .59 Ey �7 514 _Q SUNNYBI-04K �� °7 18"R�.F� Z� r o A —� � ' �S� -,,-IN 196:73 ��. 101 �IXS rr_ i as �R %, ��7.tom J )� z-gEN&H M K: s 60d NA I OF PII EO� �� - g+�0 _ 42• �ti PRQPOI STONE 1i ��'� iPh 136• FI L TYP: °ism L '-EX SM 155029 j INV IN: 196. CS+' F � I p6 too � � ° r? .. y/ o� �` �F Cam. I PROPOSED DRAINAGE CROS§NG - F I .. A ,fir 'iP� �°° ` SEE SHEET ### 4 . 4@, •/ /� fit' 4'CHAIN LINK / FENCE. EX CITY OF RALEIGH I ' / '�4I ` f .. 4U -ANITARY SEWED EASEMEhl-T l : ;e ABANDON EXISTING 42" RCP WAL i C EK INTERCEPTOR AND MANH( I/I I SEA SHEET oo Ex 101 1304 BEVERLY DR EASEMENT y" V , ,O SUNNYBR £X 20': EASEMENT 000 1308 BEVERLY9010 a Qv�96p� �r . �: . EEC SM i ; 3544 A r m _ -- 4'CHAIN LINK RIM: C'409.88 � / 26 INV t3y9' 204-1$ � Q y, .r ff ��, REMOVE EXISTING FENCE FROM. $ 1312 BEVERLY DR J �Sq f WITHIN PROPOSED EASEMENT POINT #3 E 212060+1.62 � AI •1Z{R7T 'iT Vol �� \ 131E BEVERLY DR / I EL R6C �o 0+ ■ REMOVE EXISTING FENCE FROM _ WITHIN PROPOSED EASEMENT 0 SUNNYBROOK /�. -°7 EX • BENCH MARK: �• k 50d NAIL IN BASE 69,1- ' OF 15' PINE �� ? EL.. 199.21 ��A- , - r� 1111 P.1.9 .•9 e•.re•. rT.•.a l r .:!•G! � - FILTER, TYP. -.0 Lx SM 155029 --- = - • RI4 20E- INV IN #N V OUT. ' . �I . • � _'+<J�-t,a- � � 4'?RG� F � '35e A _PROPOSED DRAINAGE CR( F��p° i SEE SHE 1 r IZ// / �, —4 CHA" LINK IV - FENCE EX CITY OF RALEIGH R, � / 40' S�NITARY SEWER EASEMENT i \ ABANDON EX � CREEK INTEF 'i po Ex 10' \ • I `ax EASEMENT ,0 SUNNY9R �aa J� EX 20'. EASEMENT '+ti i 3ua �r stY u" A •9j. m J - . 4'CHNN LINI< Ex 5M [1� RIM O CCA7f•C i r]R 1 ■tlf I:ti 1� ``j'NQ REMOVE EXISTING FENCE FROW 1312 BEVERLY DR ,cWITHIN PROPOSED EASEMENT PLAN 1 "=W . INV OUT: 196.58 PROPOSED 60' CITY OF RALEIGH SANITARY SE -WE EASEMENT PROPOSED UP,P€� WALI Ud Ex 10' EA�EMENT CREEK INTER TOR l ,� L 1150 LF OF //SALT FENCE ° I �IMPACT SITE 6 \ �A WETLAND W16 ---EX 10 E.45EMENT INV=202.57 +xJ Y OF RALEIGH ASEMENT II oN \ ��\� IITARY SEWER t'U / 1 / '�� 5 FOR PLAN /!I � �❑° Z?p__ _�.-_ III °b \�_. - � �v ►c AZT t Inn I►I . EX 20' EASEMENT 73t CT LY / MAIL BD)(/ z 232 SEVERLEX SM Y D 'r} RIM: 208.7943E H Q IN OUT: _201.63 04 1 1 1228 BEVERLY DFV _ . h. r 1224 BEVERLY ❑R EL 208.50' IRS REIC 111 • 1 1\\JI VdLV VV ►.I 1 1 LI 1\rILLI Vl1 - w �d' SANITARY SEWER EASEMENT _- PROPOSED UPPER WALNUT Ex 10' EASEMENT CREEK INTERCEPTOR ' � s 1150 LF OF SILT FENCE 00 ' \ 3 '�°=� IMPACT SIZE 6 a, , 1 ++i 1 I �dI gOT 11lr Tl • ►Ill Um e 0. Qb p . `. L X 1 P' CASEMENT INV-Sn'l 57 to - PROPOSED 20' CITY OF RALEIGH I� SANITARY SEWER EASEMENT 1 ❑ ��'� r �S �L'7, I PROPOSED 8" SANITARY SEWER SEE SHEET TRIB-3 FOR PLAN AND PROFILE_ Ik Y. 00 la l CURB INLET //I X 20' EASEMENT 1 I C J�A J ii 11 TC 207.5E l /i , SN�d ! Q Az Ir 1 I INV IN 2D3.73-1 ;51ly 40 BED R � V OUT 203.63f !1 L N��IES - 35 QIEVERLY _ MAIL BOX/ I , 4 � J BRICK 33 IL ,� _ - • - -- . _.._ . _.. _ ' ' f INV OUT: t96.58 EL 208.50' r, '9 IRS R8C PLAN 1 40' Ln 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-IReuse of and improper reliance on this document without written authorization and o adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and n Associates, Inc. ■ It 01 ev>)) orn AV © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF RALEIUH, NOR I H CAROLINA Q CCAI ' — 33186 SEAL: J H -EX -SM 143543B R1M- 208-79 IN OUT- 201,63 1 . 34 1 1228 BEVERLY DW 1224 BEVERLY DR PERMIT DRAWINGS NOTES 6.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. PERMANENT WETLAND i TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PEKMANEN T LUNE 1 = _- TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 _ TEMPORARY STREAM ^,,,I PERMANENT STREAM /%,,,I GRAPHIC SCALE IN FEET 0 20 40 80 Pu6ric Sewer C:nilertirsn / Fxtensinn Svsfem The City of Raleigh consents to the connection and extension of the City s sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Citys Public Utilities Handbook. ON- of Raleigh Public Utilities Deportment Permit Authorization to Construct Date CONCURRENT PEVEw APMVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultonts, and contractors ore each responsibie for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 6 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY 3 n d li] U Ir O A a 3NoL Z3Ho IMPACT SI1 z 2 IJ OZ I, 3NOZ _i ROPOSED UPPER WALNUT �� a ,F, PROPOSED 40' CITY 0r RALE GI-� 1 I�%REE_K INTUttP fOR A4 ��40 L ` A SANITARY SEWER EASEMENT �� — J � / •` 3 �) — /— J 1B . / \ _ ✓ a p A �1� A r � I, 3NOZ ° a � 1360 LF OF SILT FENCE 07 r k EX 20 EA' `1ENT 3po \ ` REMOVE EXISTING SHEDS FROM 3NOZ Sax 2 EAS Nir - '. WITHIN PROPOSED EASEMENT / At J r aa� REMOVE EXISTING SHEDS FROM a° �. f WITHIN PROPOSED EASE -ME - A J A 4 WETLAND W16 f x f � • EASEMENT'' * 1 / ROX, LOCA T10N. S ! OF URIE-t INVE T �- / APPROX. INV=201.�, 1 _aL S V X C ycrb col Go-1 m 00 77 DO .. / 1 4 r. ` �A\i Z � ---- LOD LOA — � LOD — —i LOp +� PROPOSED RELOCATED C - n� l ►... SHED_ LOCATION ti 1,%J 1 4 3320A • 5'. RIM: 207.00 vr INV OUT: 202.34 REMOVE EXISTING FENCE ND �� CONCRETE PAD FROM W IN 18 PROPOSED EASEMENT 1 1212 BEVERLY D� r�N1X SM 130042A V D ❑.. RiM: 20&04 1 r, - 1 11VV OUT: 202.57 r, 3ek 7 220 13EVERLY DRY 1216� BEVERLY r. -_ PI AN 1 "= 40' 3NOz 3NOZ Z 3N0?_ IMPACT SI � ► 3Naz � A . � � ► 3Nox • PROPOSED UPPER WALNUT 1 ` PROPOSED 40' CITY OFIT CREEK INTERCEPTOR SANITARY SEWER EASE•IMPACT SITE 6 �!t 3Nox1360 LF OF SILT FENCENoz Y + L _ r� �z �- REMOVE EXISTING SHEDS FROM a 3N0z 3z 2 EAS T - WITHIN PROPOSED EASEMENT F f Q`w r J'1 - - REMOVE EXISTING SHEDS FROM— { _ r 40i h YYIIMIN '11L)rV�tL] tAZtLMLN•I �/-- - ' B-1b 4 _ 80+00 +0 82+40. WETLAND W16 A E X 19' t f� _ — — _ — — — — — — — -� a01—von EASEMENT "� ��- — --OD - ---!OD — LOD SOD — — LOu c — — Q RV LOCATION�� i OF URIEID INVERtT •oo OT S_" \ ? APPROX. 19V, 201.00 P RO5ED DRAIN GG C SSING G SHEET #### ONE STORY BRICK DWELLING. ia' EASEMENT � �' c, + � 1 O 5' .��; Gy�s E f SM. 143,320 / 3,� m �001 _OOl — — — `� x PROP I gas 9T r � S �d1jS� �d1T3-3� �5 PROPOSED RELOCATED 01I IN: �97.36 ��\ /00 — o I : 202.44 ✓d �i�. f SHED LOCATION 40 �✓ N: 201, m 00 — 77 00� — �Pi�/ f I ob.s� 1 o 1200 BBV I I ouT: r �N �oo� / f � �— � 2 D0' E -� _ - .% �� 04 BEVERLY DR �, c, 1-1c� - \ 1208 BEVERLY D o \ - / - _ - %� + LaD—�LOU L4D /� z 116 BEVERLY DR/ z + ` P POSED RELOCATED 1 ` �� , � t 42 c o SHED LOCATION a l a 1112 BEVERLY ' i.' RIM Z x @VV OUT: 21D2.34 cH rO REMOVE FROM WITHIN 1s ;' }-, p� - II I r PROPOSED EASEMENT 1212 BEVERLY D- G -. g A rX Spi T30ra4A hIM: 2 iO4�- °' 4 �` INV OUT, 202.67 37 C= 1 �5 1216 BEVERLY c1 r L u • ni 1!1 z z 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-1 Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and n Associates, Inc. Ki ev))) Horn ■ AV © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP Mt.MVVC tJUJIINU rtImoF" I .tJ rJVM , � A- WITHIN PROPOSED EASEMENT * A I YA S£F CN r CiT Sr �� STREAM $3: NOT / � �'� �/ � 8 F� A 8 rTO BE�DISTURBED ; FOR CpN Op 7� ' 1 ITT( F_. N_ R_I1� � �/�,Z� N/i. PROPr(D DRAINAGE CR SSING o I , SEE I!ET\ SW-5 SH 50 3,yoz A REMOVE EXISTRN _SHED$'FJROM `�dT 2 - 'LITTLE \ / WITHIN PRORO�ED EA ENT X RE WITHIN /� /a(�z� ' 7�TREAM S4 �� i / +� � 3Na IMPACT SITE 713 41F REMOVE EXISTING FENCES FROM WITHIN PROPOSED EASEMENT PLAN 1 "=40' UPPER WALNUT CREEK SANITARY �O pFESSo.� SEWER IMPROVEMENTS ,�: CEAI PREPARED FOR = 33186 - PUBLIC UTILITIES DEPARTMENT FNCINS..• �.�� CAI I Y OF RALEIGH, NUR 1 I —I CAARULINA �"""i11 SEAL: A ti 4Are,. T Sr 48 '1 8 C 67*00 TTLE N RD ' aV nNUR Tl CR SSING H all p xi,! J 50 ;TING SHED ROM 251 LITTLE J ]POSED EA ENT k� ►M S4 1i1� T �p d� T SITE 7131 Jr %I �!! f -- -- PERMIT DRAWINGS NOTES 7.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. PERMANENT WETLAND TEMPORARY WETLAND PERMANENT WETLAND - CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 = _— PERMANENT ZONE 2 TEMPORARY ZONE 2 TEMPORARY STREAM PERMANENT STREAM - I Impact Impact Type quantity 6 Permanent Wetland W16 0.001 AC 6 Permanent Wetland Conversion W16 0.208 AC 7A Permanent Stream S3 50 LF 7B Permanent Stream 54 26 LF 7C Permanent Zane 1 8559 5F 7C Permanent Zone 2 5295 5F GRAPHIC SCALE IN FEET 0 20 40 80 P"C ISower Cnilectifm / Fxtensinn Svstern The City of Raleigh consents to the connection and extension of the City's sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Cit/s Public Utilities Handbook. Oily of Raleigh Public Utilities Department Permit # Authorization to Construct Date CONCURRENT PAW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultonts, and contractors are each responsibie for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 7 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY 4 C-I L9 ■ STREAM S2 I� oPioS AINAGE CRO�SING TI F E - \ SHED WI IN PROP EASEME - REMOVE/ N PEN FRAM PROPO EMENT �1550 LFZSF /SILT FENC EASEMENT ►� C off rn — z � 1 n oa C_ 00 1 PRO OISE RELOCATED SHED LOCATION 51 - 2512 LITTLE JNN 1 r LA Dsc ANDSCAPE SEERS TIMBERS 'fCCMUYL CnIJ IIIVV 71'7GV rfCUm WITHIN PROPOSED EASEMENT PROPOSE❑ RELOCATED { r SHED LOCATION.... J / 2508. LITTLE JOHN R�}' i r-SCAPE TIM RS I A,< .� TON= 206.9 -PROPOSED 69�-'CITY OF RALEIGH SANITAR SEWER EA ENT rRvr��u 1vlv� `�`-',..- s _ nn-A,- � FILTER, TYP. ABANDON EXISTING 42" RCP WALNUT CREEK' INTERCEPTOR AND MANHOLES SEE SHEET G-5 • ` 56 ,2421 UT LE JOHN RD// X I ./ 602 575 ROSE LN WL I LAIvU W2 % 106 rn - y REMOVE ANIb REPLACE 83 LF 1 RU MH 16" RJ C 350 DIP REUSE LINE RIM=203.00 TID}�=193.9 150 S ASPHALT 3 w Ip 1`[7�Dnl A v [?SDI A MrnCk1 T I 1 � RU WV — vn�u■►►r� i �n � _ � III frpP=, Qa 1/ SEE GWY SHEE> o 02UR! 2Z clQ"_UDa _ LIL 5 86 AIM: 27 4 � �� I � � � \ � / � C � SIN I ' 19 .,34 utl I INV IN:�2*.88 65 5 BE a�� RK: r ) - 7 oV OUT' 199. „� 't♦6'0 N I IN BASE D i 232 L A n EX 51CI15 A _ — l68 f, ��S��Qoi 8 0 t a _ A r -4 .1d 'A'� I �I REM VE AND REPLACE 40 LF 1 RJ PC 350 DIP WATERLINES- \ 1 -� REMOVE AND REPLACE 40AvLF. o 1A Y� p o �6RJ PC 350 DIP REUSE \INE-- I 7 C 7 ,/M ' 1r L � 120 �\ MU� ?�01.33= p t r� f i l — Loo VE' � W-199.�7 e 1 _ ... 11 VI V 208.10 1 J 1A1N JAICE L' 11 574 ROSE LN MATCHUNE STA 98+00 ~� SEE SHEET 9 FOR CONTINUATION NOTES I &1 SEE PROJECT GENERAL NOTES ON SHEET G-3.I PERMANENT WETLAND An TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 - -_ TEMPORARY STREAM /0' PERMANENT STREAM Impact Impact Type Quantity 8 Permanent Wetland Conversion W2 0.076 AC 8 Permanent Zone 1 1623 SF 8 Permanent Zone 2 7632 SF RRS IN IN BASE OF EL. 2P10.5 DC93 54 GRAPHIC SCALE IN FEET / 0 20 40 80 % 2501 UTTLE JOHN R �� PLAN "'A1--= 40- y _ Sol; � �.� PROPOSED 6 ' CITY CIFRALEIGH { 1 SANITAR WER EA ENT PROPOSED STONE WETLAND W2 �� r� _ FIL I .R. TYP. REM OVE AND REPLACE 83 LF I � I KLAM ZOL �- v ��r - �� .1 S� 'tom nm ------ log, - - ►�x g` WRU MH 16" RJ .PC 350 DIP REUSE LINE �� - h �� ti �dl%S �%S =�' �� ftIM=203-[ c N . �- - -x • �5 — j TON=193 1 150 SY ASPHALT w fn z PROPOSED UPPER WALNU� Q ,ry CRE 'F6 IN rvA If Ru Wv GREENWAY REP I NT -fl0 x - - /TOP= 04 SEE GWY SHE � 93+00 - ---- �� TCN=196.6 U a 2 94 NI ^ m RI 2.22 O02 r "Q' I� D a U ratF� 6 CD �3bF oF _L [t), S 158 AF F� / RIM: 207,34 1f °o tD = f LTD Lab j INV.IN: 199.34 REMOVE EXISTING F CES FROM7I `s rr�I� INV IN. 204.88 6J BE CFf ARK: �OPOSED RAINAGE C OSSING _KM �i`�I F�� oI[THiiV PROPOSED ASEMENT oI r� d9V QUT: 199, fi0 N .I IN BASE SEE EET f '[��' - -x - ! I_;, - _ s 1 HVA` HVAC I 58 R 5E j flF PP°RDC79 / t .-. ! I� -� �. If EX 51EA I' I EL('Z0 j32 MOVE EXIST( FE1+!rE Q I IMPACT SITE 8 a �a 1 AND SHED 0M WITHIN r7 r Y E7[ 5M 158887 ti EA REMOVE AND REPLACE 40 LF - RIM: 214.12 4416 LITTLE JOHN _ `� _ _ $ RJ PG 350 DIP WATERLINE ' PROPOSED EASEME ' f 42� 11TT!_E JOHN RD �`�' LITTLE JOHN EI ` ' 1 inty IN: 1g�.7� PROPOSED RELOCATED SHED LOCATION a ' f !NV IN: 202.61 C N I�- REMOVE AND REPLACE 40 LF REMOVE EXISTING -Da PPEN �� ,c `��r I-N: 202.61 �4 CONE �r =1 ti rnr►� nnnnnrrn r a Fri �raiT - 57�r. '�, : /rlf, w '` , nl IT 1�_� �a �rt„Av �. PROPOSED VARIABLE WIDTH CITY OF , iz I I F ) _ a 16" RJ PC 350 DIP REUSE LINE rRym PROPOSED 7LiNCiY 1 R U 6 - -- �" LV f 7 ►/ y ip �" ��Ictt RALEIGH SANITARY SEWER EASEMENT 3? STORtul �. ,._. , I*�_-• OWEt- y ABANDON 70C LF OF EXISTING SEME11iT 42-INCH( C `,aNTERCEPTOR i �I?' - >z # " �, •' i +� ' 1550 LF OF SILT FENC ti ' PROPOSED RELOC ❑ 1• �" 4 ate--- - �a --' °"� ,~ SHED LOCATION - `�` MH , ` LITILt� JOH�I- - _- _ l .,,a :, ,r ijg 1 204.$5 �. Lu i r c � � Y — 1 I NUT 201.33 � INV-205.16 �� ! �x r/ r�'►YJC' t:l7RB IirIL --�P'~�F ri �pG Irk r = i 99.07 �$ _ y°- ' � 4/ rc za : �a �I.ITT#�E �IOMIt ID. _: - ~i l ° - a _ 3�� 'W INV $"RCP 06.11 i % — vu PUel,.j " �r 5' WIRE - I r� FROM / 55 a @ I� FENCE L 1 ! n N V PI OSEASEMENT D EASEMENT 0 ,Q4/ 2500/LITTLE J I - p — Lab — 1 - ^•ERICA E 63 r' �' �� ' • . u' REMOVE EXISTING FE?N t FROM 5' CHAIN �"` 8- 11 +0 66 �%r►vAC °, `�' i �� / "� WITHIN PROPOSED EASEMENT 579 ROSE LN LINK F I_ :_ 1 �'! ,% iN�t PROPOSED g SANITARY SEWER // j SCI f p EASEMENT DESCRIBED AS 40 574 ROSE LN SEE SHEET TRIB-5 FOR PLAN ' UfT► .• o \ t1 - FOOT R/W "CENTERj�}]1•AN� ` 2504 LI JOHN R AND PROFILE i W D- 1147 PC 155, A / TON=z�u a [sy ZP -$�• Q E� SM 1588817 A�EE SM 1954 PG 1 f!'� RIM, z47�2 r-�` Fx SM 158807L MATCHUNE STA 98+00 ~ f _ %5❑ n�v ouT ?o?.. ? / / 60 -. , - W,� ; . = SEE SHEET 9 FQR CONTINUATION J p � REMOVE EXISTING SHED FROM CREEK ABANDON R4AND MANHOLES �aY A WITHIN PROPOSED EA EhM� NT SEE SHEET G-5 n a R�A �� t . 4 r - :/ .. 575 ROSE LN ' `PROPOSED RELOCATED SHED LOCATION / q f 2421 LITRE J04riN RD ? 5` - - Ilk TON-2o6,9 r i 2508. UTTtE JOHN R PROPOSED RELOCATED SHED LOCATION DSCAPE moo^ -" / 1Gf % f \ \ BENCH MARK: 2512 LITTLE JOHN R TII 1 RS RR5 IN IN BASE OF PP #RDC93 - EL 21 ❑.57 J II -A DSC AN>95CAPE G A- • BERS TIMBERS :!' ` i I VII 't 2501 LITRE JOHN RVX PLAN � 40 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-1 Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and n Associates, Inc. ■ i ev))) Horn AV © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF RALEIUH, NOR I H CAROLINA SEAL: CA �O �pFESS%p. �/,�9, / Q CCAI ' JL/- L 33186 "'�/llllllll�`� PERMIT DRAWINGS Public Reuse Distribution / Extension System The City of Raleigh consents to the connection and extension of the City s public reuse system as shown an this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date Public Water Distribution / Extension System The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and Construction methods used far this project shall conform to the standards and specifications of the Citis. Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date Public Sewer Cnilertinn / Fxtensinn Svstem The City of Raleigh consents to the connection and extension of the City's sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Cit/s Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date PEVEW APMVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use hove been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design con5uitort5, and contractors ore each responsibie for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 8 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY e �� P • �yj-,; _ � � . \yam FM CE t SL 17 ASEMENT DESCRIBED AS 40 roOT R/W "CENTERED ALONG INV 208.72 A LINE" IN D8 1147 PG 155, ALSO SEE BM 195¢ P, 1Q 770 SY OF ASPHALT) 210 07 -/ ROAD REPLACEMENT SEE GWY SHEETS : Ex :�.. 211,97 INV IN: 202.70 �o INV (COU T: 2CO) �? �V 571 ROSE LNABANDON EXISTING 8" VCP—/' SEWER AND MANHOLES PROPOSED 8" SANITARY SEWER 60 SEE SHEET —0-9 FOR PROFILE 561 ROSE LN ur PR0�O� STO FILTE�,1l;j PROPOSED UPPER WALNUT CREEK INTERCEPTOR f T�Si PROPOSED 60' CITY OF RALEIGH SANITARY !;FWFR FAgFMFNT IMPACT SITE 9 WALNUT CEEIZ -330 SY ASPHALT Y _ / GRE_ENVAY R_FPI A � SEEQ�NY SHEETS z ZONE 2 / STREAM PRO OSED HECK �.yrw ti ZONE f �.°`�� DA,... TYP. `moo WETLAND W17 PROPOSED DRAINAGE — CROSSING M SEE SHEET SW-8 ,.—PROPOSED 8" SANITARY SEWER SEE SHEET TRIG-6 FOR PLAN AND PROFILE °n SSMH INV EN=202sJ3.55t INV ❑UT=203.5.' Ton IMPACT SITE Qn (<,TRFAM) PKUrU�t J IUNt - . _.. , .. �. FILTER, WALNUT CREEK 330 SY HALT pQaE �, z GREENrA oY REPLACEMENT \ SEE SHEETS \ y of IONS 2 io I'�°) $ m ZONE 2 STREAM 5 zoNe x�L PRO OSED HECK lop ZONE 1 SOg D , TYP. O I�. 1tx I ._ i Yam\ r [❑ PROPOSED UPPER WALNUT ��S '�� \ 2 CREEK INTERCEPTOR ems; l Toad—Toe� WALNUTCREE D _ r �7 / —I ncan 1 C P1C CII T c�AIr+C IN ` a�Q —UO� v, �VVV LI VI JIL1 rLIrIL- v a / / 00 i 42' M �) I �Sii i �� ` A r `l i I -y- od,32 \ � i\dab / ) - PROPOSED 60' �F RALEIaI\ J - - SANITARY S EASEMENT /�3S �.�x .> /. / '� 1 v- n� x� -�� l1� TOB ��-- -- J CMP �2;1 11 201.32-��L►y� Opp/ / �\ - 04.51 20 E t _ ZONE t " Q til PROPOSED f �n 2 TEMPORARY yj� _ CONSTRUCTION ENTRANCE, TYP. _ �� ZONE.2 CJ ' 1�2• zasaE kkk 574 ROSE LN �� ay ��'�• �� i TER „ C, ` y '� f A2MP VAULT - L , • ��' _ _ ❑ J �S_ v❑//� : ,,,� ._ : • ` \ ��, - �� WETLAND W17 G w �+ O 00 F q f O g_2 1❑ - /�4 PROP ED DRAINAGE :_ � � PROPOSED DRAINAGE ANC_ �F/! �� CROSSING L �� CROSSING M F� SEE EEIi�E LN T SW-7 �,,�5� 'L` �� °�� SEE SHEET SW-8 7>• �p0 F �� DO NOT DISTURB -EXISTING BASKETBALL A , URT AND PLA GROU tMI=N DEscI� ❑ As •�- .., �F° • f Y ND IMPACT SITE 9A (WETLAND) /Fl�--n�GT R/VY CENTERED ALONG INV 208.72 ❑ `= 1 / i.� D Sts�'86 �� T _ i ' ' `'� IMPACT SITE 9D /rBUFFER, A LINE" IN DB 1147 PG 155. �� '•` ' - ��,•n � / �u�` L ) - --_- , A.I_SC� SFF RH iq=,4 P 1 s7L• P � � BENCH MARK: 7 770 SY OF ASPHALT ` 50d NAIL IN BASE _ ROAD REPLACEMENT INV 21 D.07 G ;per OF 36" OAK _' at +,ara ner ►t \ .tea - VLlw 1\Vri` viz U, v ► ' SEE GWY SHEE��$ Ex sM ; , EL. 2II.ts1 �Q' [ / .4k, * n 0` INV IN: 20INV OUT: 2 02.70 1 ry � yfyV'L / , 1 <IN � � 1001 571 ROSE LNABAND0 E:xlSTI_NG R" VrP �1�! A��7_a X A.- �.��. o„I\ �, / \ ��_ nSM� 1 t` �apnanc�n Q" CAK11TAOV CMAira n—c1L.v.1 a 1 '/ , i nvi v.,w c.nsrs i nn s aLnLn _ SEWER AND MANHOLES I,`_ I �r�l cur=�a3 s s SEE SHEET TRIG-6 FOR PLAN J 1 70 " 567 DAC#AN RD AND PROFILE ROPOSE❑ 8 SANITARY SEWER ABANDON EXISTING 42 RCP WALNUT SEE SHEET TRiB-9 FOR PROFILE00�CREEK INTERCEPTOR AND MANHOLES 567 ROSE LN \ -Ilk _/SEE SHEET G-5 , � 1 _� _ �. � ca �� 1 Ex SM15ti- le B c, ��51NH RIM' 212.9 RIM=205.$3 INV 1N 19.75 N 70 INV-"��Q-79ENV IN=Z+i}3.55NV 0UT- 19q.7�, PLAN DACIA 0 ' IiVv DL1T=2u3:v w w 0 0 m m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-1 Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. KHA PROJECT 011063067 UPPER WALNUT CREEK SANITARY � 01 i lev))) HornDATE ��O.�pFESS%p• ��y' APRIL 2020 SEWER IMPROVEMENTS _Q ��,•: JL/iL = PERMIT DRAWINGS SCALE SHOWN PREPARED FOR = 33186 � _ © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 DESIGNED BY ZGP PUBLIC UTILITIES DEPARTMENT -� ; • �; '9 ••FNCINE��'• ',�' DRAWN BY DGB �''�q,. Qt`� PHONE: 919-682-3583 FAX: 919-677-2050 ,..._ _ _ _ . A Y G • NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM iCHECKED BY ZGP U 1 I Y U F 1-KAL L I U H, N U 1-K I H UAI-KU L I NA I SEAL: 10111110\\ NOTES 9.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. PERMANENT WETLAND TEMPORARY WETLAND Pu mMI'111 T `r'rM uyir'v CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 _-_-_- PERMANENT ZONE 2 TEMPORARY ZONE 2 TEMPORARY STREAM PERMANENT STREAM T I GRAPHIC SCALE IN FEET 0 20 40 80 Public Reuse Distribution / Extension System The City of Raleigh consents to the connection and extension of the City s public reuse system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date Public Water Distribution / Extension System The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date Pu6ric Sewer Cnilertinn / Fxtensinn Svstem The City of Raleigh consents to the connection and extension of the City s sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Citys Public Utilitles Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date C*NCUN7ENT P EVEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Pions for the proposed use hove been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design Gan5ultont5, and contractors are each responsibie for compliance with all applicable City, State, and Federal law: SHEET NUMBER This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 9 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY 2 __= _>/ _ A� V\•_�_: �,i <J/ �/ LOr i%��_�,�-�—ZONE2 ZONE 2 Z�If1O�N�Ei, _— RLEIGH, CITY U/ ZONE ZONES- - ymiL z _ � �o olk aZA06 M O�OPOUPPER x CREEKINTERCEPTOR \ -�aE / Toe / I �zor L/// ice/ �_� -_ =� / \i �y/ (� JPR6,POSED,60CI Y OF RALEIGHZONE r ONE a PR0P0St'D -STONE a TOa -��_ l - _ E \ \ I LTE TYP o s `� SNITARY SEWER EASEMENT /ZON / �' - 10 �f ` _ ` OZONE \ i - ZONE 2320 LF OF SILT FENCE T �� °� f� --- ---?� ��[ y� _ - - '' - r�-� m tit / v IMP SITE 9E — — IOg �--11 m I 1� �TOB�TOS}—J� z T� - - - rf r 985 SY�OF ASPHALT ^ram x01NE XQ�P I Toe GREENWAY REPLACEMENT ZONE,' xa1vF — �� } SEE GWY SHEETS 04 _ - J - i 2� j+0 rn V' cy f T ' - - - - ___- �, ZONE �� ZONE Z OM 4- LO ti e r - --_ _ - _-_- f ❑NEB : xc, 0 �40 � �.�\ � �� '�� r �` ,�_ _-_ - - - - ; - - - _ -_ - � �flN+< �-� � _: � � IMPACT SITE 9 C � . 0 ^' z O r° - WETLAND W18 ;. ! 7-++p '� �r�Toa o� f �'- 4+Plf) zoNE 1 ZONE -TPIF S. � " —� z ' . • Op t a� 904 PEYTON ST � Zoe Si c7 + . r ` _ ' J� ',�� '.. • ZONE 2 l er l FW— - - - .4 11 ` ZONE 2 d( — ' 2—EX �A '32847 O G0• RIM: 213.09 E.W (' r♦-_-_ 1., CF'F' _ / �_.-C 18 S. _ rsX _ ■'yGS' '�� ti`: •?`,� �� '$ �NV-2a3-o(j _ -� SF�TPF- v. �- _ % o ♦, �°♦ti �� z� CI'!' DCr SM 12182J �' pF� �' i+♦ 4 `. ;. � -_ ,_ . -J RIM: �1' - l�L 2,01.62 P - \ � ABANDON EXISTING 42" RCP OUT: 201.62 of tX CITY t_ F RALEIGH 4 \� p c�, `'� � WALNUT CREEK INTERCEPTOR ' "`' 'Y`` [� °R �,- '•'' °° g- . lr - 40, SANITAR SEWL,� _ AND MANHOLES 1 EASEMENT ;� SEE SHEET G-5 .z� w !! V, Ex SM , 4 EXIS LDE + - I � _� ! r �, INN 11V: 201.TO REMAI v CONC. E� -2F p] RPA: 21 Ll7o ,�,PAD I'ti zgNE z�� '[i �o° � a � INV IN: 2a3,7 ZONE 2 SF F'C l� _ _ r O l� , / R j /oo E \ I j OUT: 201 94 \ \ - - i� / °OI — — ao� — { = �S / sFJ•% - .. I �oo� `EN STORAGE 42"RCP �V �IJ I - / WETLAND W10 \I �/ l ) — /�N�Y 100 FW D- � � (1 ❑\ ) �\ - - - _ - 42"RCP CITY OF RALEIG o / I �oo�W�\ I� FW IMPACT SITE 9B _ _ _ 1.� - ` - , _ 5AIU! ! A1dY SEWER _ , j `+ `TPF �� `L INV 7 EASEMENT BENCH MARK: �-- LOD —�7FF " ii 1 _ 24" CPP , 1 60d NAIL IN BASE l: f�.' LOD — LOD- �-�TPF SE/rPF - - .Q INV=203.34 _ " 6- I 72 OF PP #B075 BJ LINK FEN E= LoD L /TPF C 1- U] I� EL. 214.56- 1 _ 1009 BELMONT DR = Dl7nDnCrn 0" CAAIITADV CrtAICD • i _ r nvr vow u annl i ni. I .rrn CONC. - S-+ SEE SHEET ###### FOR PLAN / _ I AND PROFILE I Ex SM115684).1 78 I - I � I � � RIM: 2,,.as , � �o �R TL�►ND RALEIGH, CITY OF 10D8 BELMO�IT DR I INV IN: -202.30 X Ex SM 123 j PIN: 1713625844 b - INV IN. 205.30 1 t l 1 1 Rllvl;- 2i=r9;g; r a I IIV11 IJLI'I: 2VI,yy 5 PROPOSED 8" SANITARY SEWER 7t —' I l I>�v IN: za: SEE SHEET TRIB-7 FOR PLAN AND PROFILE I N v OUT; .-2 - i005 BELMONT DRI — —, /2304 GRANTLAND R 76 +� �� I l PLAN f R300 GRANTLAND R� 4- GRANTLAND D 1 II 1 1 A —ZONE z - ZONE z j RALEIGH, CITY OF � Z°NE 4 zONE , � ,oQaE- � ZONE L ZONE LONE 1� ZONE f ZONE 1 m 2 2 E ZONE s 2�'E WALNUT CREEK Toa��ro8 PROPOSED UPPER WALNUT Tdo CREEK INTERCEPTOR ZONE 2 zoNE ZONE ��T0g�T0I3�T fToa �To�rO��TOa PROPOSED 60' CITY OF RALEIGH ZONE 2----- zoNE PROPOSED STONE Toe�rDa SANITARY SEWER EASEMENT ZONE t yoNE' FILTER, - ti ZONE' 2320 LF OF SILT FENCE TO� fToa 709 o tifl� ♦ Toe Too P SITE 9 E B�� Toa�� `J � roes s 0-1IM� $ v IO TO9 Z > ro — - trn�1 S 0 , ZONE 7 Tae� �TDa 985 51(e0F ASPHALT a°NE' zo''� YDaP�I \ f foe TOa \GREENWAY REPLACEMENT _-,a ' ....... / 1 1 + ZONEf p �r 35 3 �S� 7 ZONE 1 2 ZONE 2 C :1 ' r Z Z' `raa -- Zn • ZONE ZONE zo C7 021 o,lC�.., \_ % _�RJ - - T�� s--- �7O�E 1 ��_ tea►...! IMPACT SITE 9C .o �� Tae� WETLAND W18 4�Taa r - _ - ZOt tE zoNE 2 xON 17 �� _ 7 904 PEYTON ST AV �j N ,¢„ CF$P - - _ ti��. - '` 160• 213.09 � �• 713 �sr ----.'!`aAr \ r NV=2Q3:00 �`' ;SF TP 5'` -- -- m 24" C.PP i _ .� I PO oQ: _ ` a - - - _ E X SM 121821a - m IN RiM- 2�,:6, - - ,/3 IP% � _ - ABANDON EXISTING 42" RCP 00* 201.&2 g:! ` �.. ,�' '�� _ �x �IrY OF R- kill LL- WALNUT CREEK INTERCEPTOR 40' SAN I TARt SSE1NE:- it EASEMENT t- AND MANHOLES SEE SHEET G-5 1\�,n F� -1 Ex SM y EXIS DE +i I -26 . �� I IN VIIN: 201 TO REMAI ` �o -CONG. 2 j � r'LpF� I INV I203.73 PADZONE N' J �� t'�-�-t +� ZONE z SF j vO I � [[]].c►[-tt: ��' 10° F I o INV OUT: 201.94 � • — CO-7 - - _ ,�.:r WETLAND W10 '+ -_ rCANrJPY 1pv FW Tea �'r,E• yyY, �� i c r F I �- '- -i F L'r IMPACT SITE 913 01 Y 0 BALE Cif $� l , lua W`5ANITART SEWER �1 � I- 24 cNl n �. Y � F_ `iPF� -tpF` .�.P EASEMENT I BENCH MARK: LOD tnn ��- �c4' Fr IA AI ❑ II IAI n ❑CC �� fi•�CC /7nr 1 24" CPF' r r NAIL SE --- zv - I Ir-r N16/7 17 INV=203.34 72 OF PP #B075 BJ LOD" /TPA" O V7 EL. 214..5fi + -= a tom—. _ _ T f 1 _1009 BELMONT DR cCiNs - - 1 B PROPOSED 8" SANITARY SEWER SEE SHEET ## ## FOR PLAN � �ON� - 'r7 !j I I ####lT7i r� r� ri r�r, r / -.,r �, i e r r n r 1L -7n ANU r'MUri� t LA JM II�po1- ■ r - ro RALOGH, CITY OF a `J 1 INVIRIIM : 211,Q5 't 12220 GRgiTLAND E d, I 1008 BELMONT DR INV IN' 05-30 Ex SPA 123 I PIN: 1713B7S844 � - � z ❑ INV OUT: 201.99 RIM. 209.9. l❑ + INV IN: 2O, PROPOSED 8" SANITARY SEWER ,� I�1 71 75 INV t3UT:_-. SEt SHEET I RIB -'I FOR PLAN AND PROFILE f I 1005 — ONT DR* � — � — /2344 GRAVY 1) bR 76 � ��+ I ! � � 24 GRANTLAND D I ! Y P L 4D I 1�300 GRANLANfi i R ' tfa I - 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. + Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and n Associates, Inc. Ki ev))) Horn ■ AV © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF RALEIUH, NOR I I -I CAROLINA SEAL: Q CCAI - 33186 C_ "'r/llllllll�`� PERMIT DRAWINGS NOTES I 10.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. PERMANENT WETLAND TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 TEMPORARY STREAM PERMANENT STREAM Impact Impact Type Quantity 9A Permanent Wetland W17 0.027 AC 9A Permanent Wetland Conversion W17 0.037 AC 913 Permanent Wetland W10 0.061 AC 913 Permanent Wetland Conversion W10 O.115 AC 9C Temporary Wetland W18 0.023 AC 9❑ Permanent Stream S5 71 LF gD Temporary Stream 55 11 LF 9E Permanent Zone 1 19002 5F 9E Temporary Zone 1 6755 SF 9E Permanent Zone 2 20428 SF 9E Temporary Zone 2 991 SF GRAPHIC SCALE IN FEET 0 20 40 80 l Public Sewer C:nller:tion / Fxtension Svstem The City of Raleigh consents to the connection and extension of the City's sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Cit/s Public Utllitles Handbook. {ylty .,f R.,loigh Public Utilities Deportment Permit # Authorization to Construct Date C*NCLFJBYTPEVEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Pions for the proposed use have been review for general compliance with applicable codes. This limited review, and authorization to construct, is net to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design Gan5ultont5, and contractors ore each re5pon5lbie for compliance with all applicable City, State, and Federal laws. SHEET NUMBER This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 10 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE FORESTRY (URBAN SITE ACCESSIBILITY NOTES I 11.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. 9&- A I I V\ 40 o ENO � \CDv -JO O o'I'7 // i O �r�l, ��J ��/ \ ` / G � LU N N r — . 9� �� v / / IMPACT SITE 10 2� \v> 3�8 g� V wp'�''Vird 4o d► LO wdj_ t k r, -rDF end LapFy� W00 ca � , 1, 3 t C�r'�- � cF ILl�� o � ��4 F , 4�. STREAM S17 -ter oe 1 ❑ ��' °+� , yr+ V',� 4 Y �7 W) ! y b�IAI pY7 , F 1 t �� •IV � D 00 PLAN 0 I =,tv 0 0 SS 1 0 \ f i I 10 o �� 'rc�� o I Y 11►yQ �� 1 r 19 1 �� sns / 11 • �' _... �` 15 `�is� .S�� Ua� °� ° N . _ LJ I v go �� 1 ►n + to 7� 1a4� l o10 '� gs��a'Vi 0�3d 0106 a 1L i "I CO ElQ ypl .�. I `�-' \ �° _ l r / ■ / /1/! ham % �' �� 1 11 1 IMPACT SITE 10 ��/� `�'� 17 90 p 1 i 1�� rvJ. 1 , r TI I P - 1 1 •T - - �, w _ �. nn"lr ie�� — .i'`, _ . _ C9 f ' \ 1 1 _�r _ / ( �� \ + La b.Z� l y p STREAM 'S17 NA a 'Poe � �`�,� � r "tip •" " ��5.. t-� r T t- - i V �, OJ , s e 1Y 6� •. \•� � �s � � - PLAN 0 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-IReuse of and improper reliance on this document without written authorization and o adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and n Associates, Inc. ■ i ev))) Horn AV © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF RALEIUH, NOR I H CAROLINA SEAL: Q CCAI — 33186 "MoIInW— PERMIT DRAWINGS PERMANENT WETLAND TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 TEMPORARY STREAM PERMANENT STREAM Impact Impact Type Quantity 10 Temporary Stream S17 4 LLF GRAPHIC SCALE IN FEET 0 20 40 80 Pubic Sewer Cnller_.tinn / Fxtension Svstem The City of Raleigh consents to the connection and extension of the City s sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Citys Public Utilities Handbook. ru. .,f R.,laiyh Public Utilities Department Permit # Authorization to Construct Date ooNa�err ReVEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 11 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY V I 1 \ o� — / a ✓/�/ .�iIr ///Jf�/r/\ \J _ \C Ji� i\�r� = �-\ 1 =/� /_ - fi 71 if 2 RALEIGH'al)OF-' 7 - I O4 � RA PIN: 171� fi fizOvE'PI \ 84oa �y V �� \; A /�� IMHAG I 51 - I t 11F 985 SY OF ASPHALT zO"E IMPACT SITE 11 D '� / -" t/ fi fi fi fi l T9� - V i - �/ - Y REPLACEMENT �0 To6 �� IL Y J z r SEE GWY SHEET , 6 >4t It It - o- l l v_ °`�� z ` �J s// _ — - -T s - - PROPOSED DRAINA CROSS( 0 SEE SHEET SW-9 IMPACT SITE 11 A \ �naY'- --`'s _ ��:�._. n zO�v� i WETLAN PROPOSED 20' TEMPORARY � 01 c" 2 CM C�IOV�STRUCTION EASEMENT_PP IMPACT 51 TE 11 B Q Fw ' IN =� Td'� _ _- .{ n�:" - __ _ - ..".:= 1 1.25+0'gz_ -` �„ \ xar�E z _�J`.. �v _ _ - )o Fw iOo Fw ta° Fw ,4" CPF' �r 4+0 _ r z°g _- f r ;-`• 12 O .�::.- r ' :4- � - zON�--:�,�{-:'" _ � .. �� --� STREAM 57 ne . INV=Z02. '�. •r. - �` _ P's _ ,-��,.�:�r�I� - �-.� - :� o p f PROPOSED ECK DAM, TYP. ��k L - y ~ter �r-;' = y� ys a 167* <Yu 1 635 LF OF SILT FENCE PROg�4SED DRAINAGE CROSSI G N , • r - �" , r�F 'TPF F Lin �- nF �-r'pF SEE SHEET ##� _ _ .TP,:f Lao �`X 2 R) n�"' I•' -7PFyc T E t°S �F 24" CPP Y' 00 ASE INv= 04-47 ZOr� �� WETLAND W5 x s°0' ! G C}, REMOVE EXISTING FENCE F RO.M. L°° ~-LOD 7:1 PROPOSED TSEM T O PROPOSED UPPER WALNUT LOb ` L�TPF �_ lipCEEK 1 ' PROPOSED QR CITY OF RALEIGH- ��_ ! 4v�� F I SANITARY SEWER EASEMENTfL INV 206.62 809 CARMEN CTdr , 804 CARM k _ IMPACT SITE 11C `� 04 `�► -` r%us;� ER 20' DRAINAGEEASEMENT � _Sys' _ ` 1804 CYNTHI A PL �a � ►�' �= Ex SM 140809 , �- '[p=%L r`� CURB INLET'. 2 PROPOSED 8" SANITARY SEWER WETLAND W3-/ �� RIM: 216._t q j TC 21 A, 99 if 1j5 � �, • \� 805 CARMEN L � � INV IN z10,59 INV ft 20 A� � � \ SEE SHEEfiS ###### AND TR16-8 �- �1�'F ro �, \ �iUT 210.4 INVIN'2(12 c, FOR PLAN AND PROFILE - * - ^r_. / { 1 INV nUf' 2 1 INV 207.73 7 / / \ n ~ - J PR POSED DRAINAGE CROSSING P '� EX 2b' DRAIN GE , r v 1 V fi fi fi fi EASE ENT � / � �►� i o�•r \ \�v � °° i °,� ��'� -INK FE �\ V I / coNc. fi �� fi �/ /� SEE SHEET ####,�- / I \ HEADWALL \ ,r r�� / EX 1d DkpINAGE' BLOC'S \ A (o, �� - / / ��> O �. //� �� \ EASEMENT l ? BENCH MARK:1 �� a l �� '` _ l 1 _ �� Iv r / �FX S_M1152499"` fi � 83 :.:.._ U ... - " ;= ETVCE - - RIM.- 2?�:80 6OFF PP I #8079 BJ �- I%% �q•4 [ v IfVV, +N:202.90- J EL. 216.00 - � i� t j1 758 LUNAR OR t� ��'� �,. - ` INV O-UT' 202.90 r • Fac, ,�,0 - �.e ABANDON EXISTING 42" -RCP WALNUT,- 0 ti �y o�' ° MP °CREEK INTERCEPTOR AND MANHOLES �` 1 ��_�, ` y - ��•- � tilt tiNtt I G-5 � - \ � r +' -- -_ \ .. . � ,- \� r _� 42 "RCP 1. y Q Q CO PLAN 1 "= 40' ZONL. RALEIGH, CITY- OF - •° . rya. r.4,ti IMI►1. 474 YL`n=0A A rll\. + ! 47r7G.p TT NArun, ui i r Or / - ` � zOn,E IMPACT SITE 11F x°"FPI 17136844 r F R IMPACT SITE 11 fl ., u- Y REPLACEMENT o ^p • T0� TOa� J O l -1 1 SEE GWY SHEET � � STREAM S6 Ta�E qDB. x � �� _ �5 .r - - � �_ —� PROPOSED DRAINA CROSSI 0 SEE SHEET SW-9 IMPACT SITE 11A \ r J PROPOSED 20' TEMPORARY /- WETLAND. w C STRUCTION EASEMENT. x \� �� - _ _ �r__ 1 -sue his °4�- z -y��, 4 IMPACT 51TE 11B ~ZONE �.. - - x _ x-0�- ` � �.� is - l ~ INV=2 . `fi � r ZONE 2 125 `-IIS. I 4„ CPP Ile'-�°�E� 124+OD_ _ - ❑ :— -ay. i ~ — - tCr -- STREAM S�" ,rap Fw ao Fw 1? IIIDA( CITC 11C IIY� 11 r1V I .)I I L I I L PROPOSED RKECK DAM, TYP. • `�' �. ,�'\K- - ` - _ ,,1 • LF OF SILT FENCE PRO S ED DRAINAGE CROSSI G N , I_ i?E �F Lava "=- L ? PF� - �"" err eI IrrT e► Ie e� Ie �E �, _. r�iPF� TO �� LoR a0 i rF� Ipi` ' - --- - 0. 7GG JnGG I ifif$ e- `- uw - it EX 2� L1 ,; . {r.JAC'i: t°o — TP �_ �p ti. �" L p - r _ ,� �°� EASEtd % L� �D`� W' ' zoN 2--- 2- 0� WE W5 t------ CIO. �, REMOVE EXISTING FENCE FROM — i°�M5 4F�, PROPOSED TSEMENT `sic 13 L - zl_- TPF� chi i tQF �f PROPOSED UPPER WALNUT �`'" n'F�7.� i � / ^� r LOp 'ram � & - .i = CREEK INTERCEPTOR s , r�F �e 24„`CP PROPOSED 60 CITY OF RALEI GH �� f � INV=cI Ile +� -SANITARY SEWER EASEMENT 'lam 0 INV 206.52 809 CARMEN CT lJ y o= CPpcK 804 CARM CT 1 I M PACT SITE 11C E 4 �\ 2 �, 20' QRAINAtE % ZJ q�3 ��* .� EASEMENT ►� >0001" \\ H � 1804 CYM7HIA PL .\ ,� � - ►�y �' CURB INLET U 216.21 $°� ❑a r� PROPOSED 8" SANITARY SEWER - - WETLAND.. W3 J �\ \ \ TC 21499 ] cJ ] ' -� 805 CARMEN L �Z INV IN 210-5q INV IN: 205.5:-. -.�ay� i ,>rs ' SEE SHEETS ###### AND TRIG-8 E► ti \ \ INV IN: 2r-. _ - (.�@F�. \ INV nu T 2i la -ad - FOR PLAN AND PROFILE INV 207.73 \ 4i INV C1U •. �' �� 2 �C 9r, �° -•ram r Ex 20' DRAINAGE- ❑❑� �� - - . PROPOSED DRAINAGE CROSSING P �d�-�_ 0 EASEMENT -�\- - ` j-• 4r CONC. SEE SHEET ####2�i ►� ;' r I< 4U ",:.' \ - C'... �.., \ r HEADWALL 'r` EX 10' DRAINAGE L3 + boa. cb, EASEMENT BENCH MARK: \ �. �F . ` Ex SM 152499" 83 • Cf 60d NAIL IN BASE A"V ^ -NCE - ` RIM- 217.80 s 758 LUNAR DR P y ,RFC OF PP #B079 B ] 4��oO, INV IN: 202.90i 7.EL. 216.00 5� �.: - �uOD INV OUT: 202-90 �� %�� .53 �► tl� ,r % i r eOF-71DAAlfillAl CYICTIAI(' A')" Dt-0 IAIAI'I rl ` - ■ L \ - L�{r t'``.�" 1 7_ ■I"7unl\uV■ L/IJ In\V TL lx%Il }rrlLl\V I! — �y,$ C] E4 �\ • yp ' L°" CREEK INTERCEPTOR AND MANHOLES Gb, ` y _ SEE SHEET G 5 010 42"pCF 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-IReuse of and improper reliance on this document without written authorization and o adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and n Associates, Inc. Kil-al ev)))Horn ■ AV © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP FLAB 10=4,W UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF RALEIUH, NOR I H CAROLINA SEAL: PERMIT DRAWINGS NOTES 1 12.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. PERMANENT WETLAND TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 - - - _ PERMANENT ZONE 2 TEMPORARY ZONE 2 -_- TEMPORARY STREAM PERMANENT STREAM o- Impact Impact Type Quantity 11A Temporary Stream 56 90 LF 1113 Temporary Stream S7 117 LF 11C Permanent Wetland W3 OA23 AC 11C Permanent Wetland Conversion W3 0,293 AC 11D Permanent Wetland W4 0.011 AC 111) Permanent Wetland Conversion W4 0,007 AC 11D Temporary Wetland W4 0.052 AC 11E Permanent Wetland W5 4.081 AC 11E Temporary Wetland W5 0.138 AC 11F Permanent Zone 1 3297 5F 11F Temporary Zone 1 15274 SF 11F Permanent Zone 2 12682 5F 11F Temporary Zone 2 5515 SF GRAPHIC SCALE IN FEET 0 20 40 80 Public Sower Coller-tirin / Fxtensinn Svstern The City of Raleigh consents to the connection and extension of the City's sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Cit/s Public Utilitles Handbook. r �tPub' lic Utilities Department Permit # Authorization to Construct Date CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use hove been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 12 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY 9184858687838889839191ImpactImpact TypeQuantity12ATemporary Stream S868LF12BTemporary Stream S1072LF12CTemporary Stream S11137LF12DPermanent Wetland W120.017AC12DTemporary Wetland W120.197AC12DPermanent Wetland Conversion W120.342AC12EPermanent Zone 13679SF12ETemporary Zone 112342SF12EPermanent Zone 22250SF12ETemporary Zone 24703SF8889839191918485868783UPPER WALNUT CREEK SANITARYSEWER IMPROVEMENTSPREPARED FORPUBLIC UTILITIES DEPARTMENTCITY OF RALEIGH, NORTH CAROLINA©PERMIT DRAWINGS13 �l J -ry CKA IAIQ)Q RFN('.P AAAPK;- PROPOSED STONE "' 1 � 3- r RIM: 217 83 ABAIVD01►I E:(15TIIVG 42-- RCP WALNUT 6pd NAIL IN BASE FILTER, TYP. INV IN: 204.8s CREEK INTERCEPTOR AND MANHOLES OF 18p� GUM 1 � WETLAND W12 tooINV IN. 207.19 SEE SHEET G-5 _ EL. 214.02 � PW INV CUT: 204.88- tJla w + - 1 • 't INV 1* 2 93� - goo r'll RIM: 217,fi5 \ IMPACT SITE 12D 985 SY ASPHALT !�� 1 INV IN: 205.22Lo �y �- X_T�� ,'w 1 ,\ A- GREENWAY REPLACEMENT s INv ouT: 205.041 ( l �cV o+ ��, too-'FW s INV F 211 24iEX SM 160809A 1301 RO K� QCtARRY RD v AN� �� SEE GWY SHEETS CITY of A�riQH _ _--=-- 16'5 SY OF pSPHALT - l"' \ o 40' SANI FAY SF�W R 1 --_--- - �V - - - y rGREENWAY BEPLACEMENT �r l - INV FES 210.8( \ - y--- Ilvv Rains 3i- �, --- 1 i F / a.a Jc -- - _ _ S GV1`Y SHEETS % Fx �M 1 -5 \ -�• �J » _Jd.L/3S - oo_�_ a01 UV - \ BENCH MARK: 1 - - \� ' o _ RIM: 21� ��- �� > � i%, �� - �� INV IN: 204.55 - L 60d NAIL IN BASE ��/f- `INV BUT: ?04.5- �1305 LF OF SILT �EtiNCE OF 18" OAK - - - i EL, 212,34JTY OF RALEIGH %= • - - � 0 A * WAY EASEMENT \ '',/ _ _ _ _ `• •"' - z� A \ BMA995 PG 9S2 7 0 NAS- - Icl+ _� - - +• o - �� M - - - - - - - - SEW E �IP �f kA o _ j �� . . /to°T - - -F ANfA R M N�f \ - � 40 fn -1 _ - chi �" i Low�oo fn n - - - \\ r E� SM 13286� I /i \ _ \ %i/ % _ / > PRIVATE • . .. = _ RIM: 2�8:60 �j � / . V� '(� � - - - -- - o INV IN: 200 ii � � w ,IMPACT SITE 12E _ - SOD � : ; =' v- Or�T. 204 �� p� . . f i 9Rc o �\ E ME N v ��aEN o 1 v ' .��t�z-----�` ��v�� E v� �, A I�� I � � CE F r n - \ 7 � - F % 8 NIGHTSHADE r o �►S`. ISTING 20 I �� L° �Z` F°'' PROPOSED UPPER WALNUT` 8-32 r4 ,�' CREEK INTERCEPTOR _ -- p€C�ESTRIAN GREENWAY ACCES:�,EASEMENT I } 12 r/ 4 \ LO ICI 0iTOf- n°F ��EIG�5oM1sRY 1720 BLAZING STAR LN z II I t ROPOSED 20' CITY OF RALEIGH. N 9� sDM:Tp�� _ �� ANITARY SEWER EASEMENT 83fi NIGHTSHADE WAY- 17 6 BLAZING STAR LM � 1' TOP 219.3� �� .i% E EX--SM .141928A o } i s` 816 WILD MINT .CT 97 INV .IN 214.43 _ 4' _ RIM: 223.03 INV OUT 211.-27. / 1328588 1 8Z9 NIGHTSHADE WAY INV ❑LIT: ;!11.28 93 SaMH / RIM.: rn �' ► E 1'1 TOP. 229.07 INV N. 21.4. ' \36 w 1712 BLAZING STAR LN I INv 217.49 -INV OUT: 212,86 PROPOSED $" SANITARY SEWER 1 / I a. I >/ / EX 20' CITY OF SEE SHEET IB-9 FOR PROFILE 8I� EXISTING 20,' PRIVATE f �,� / RALEIGH SANITARY ► ` 11 a $13 WILD ��I� F q f EASEMENT 83Z NIGHTSHADE WAY �! o I DRAINAGE EASEMENT j�k� (V N% .L, 0 1708 BLAZING STAR << �� MATCHLINE STA 153+00 Trnp ) v) r o` 1 til 1 � �'] 828 NIGHTSHADE WAP SEE SHEET 15 FOR CONTINUATIONINV OUT 2V4_93 3�ACL CL r s Q 1 PLAN A 1 =40, 824 NIGHTSHADE WAY 1 �, a _o Q PROPOSED STONE RI 5M 1A41928 BENCH MARK: T ABANDON EXISTING 42 RCP WALNUT 1 FRIM, 2.1 h,$3 60d NAIL IN BASE FILTER TYP• Ia;%A Ini. L04 g8 CREEK INTERCEPTOR AND MANHOLES OF 1 %V1 GL,IAA I ,� INV IN: 20�.t9 SEE SHEET G-5 _ EL. 21 WETLAND W12 4,02 INV OUT: 204.88 _ loop ' tau �w 9T w RIM; 217.65 ' 2 ' IMPACT SITE 12D 985 SY ASPHALT z� INV FES 212.93 * ADD INV fN; 205.22 GREENWAY REPLACEMENT " Fv� INV OUT: 2D5.04 1301 RQL"IC QUARRY RD iao Fw--- 14° INV-FES 211.24 EX Slut 160809A WETLAND W12 SEE GWY SHEETS EX CITY OF RALEIGH IrM SY OF ASPHALT /% a0` sANITaRY SEWER RIM., 216.80 1 GREENWAY REPLACEMENT / - INV DES 210.8(-EASEMENT nn, - - aoI - - - I�tv BUT: 159.31 1 dCu/iS �cll/ S �S - °°�� ao-1 : - oo� - aa�_ SEE GWY SHEETS - EX SM 15-7255 / �- _. 001•.- �_ RIM: 21117 BENCH MARK: 'M �r� - �� /�5 ,%�S�•v ~ a / lea. INV IN: 204.55 60d NAIL IN BASE INV 6LI T. 204.51 -1305 LF OF SILT FENCE OF 18" OAK _ EL. 212.34CITY OF RALEIGH �r�� . GREEN WAY EASEMENT . , _ _ - ° Goy �5�'Jdu �� , - BM i993 PG 952 �.,, 'N o : •�: 10 _ � . a , o` ,�. ' g1 J I G , RIPRAP * / /Lo-o TPF I 4Q' SANITARY �+ � - ice'' �o -' ao F TF TPF' r� , SEWER EASEMENT a �n •� ��❑ ._ = ' �-�.�._ �� EX 5M 132$6E4 / F % t PRIVATt o- Tao �o�i =`- L� 4 r•- y t RIM: 218.50 frr _o" t, DRAINAGE Few' - 1 f k- TeII r I I f.A ZTg� � • � �� , / - - Iiv v riv: culr.ot ��r• O � ./ - , �r � \ E: EMEN i � ' & r 4000EIN .hen IMPACT SITE �12;E��bp OO _ �� INV O+UT; 2r� ��i x� F i � �I- =.1rs�� FENCE ��al�, X_.p 4. a F - .� ao, F / 840 NIGHTSHADE WAY I Q n l aF�� L �� 1p�. dl/ �. �` y PROPOSE❑ UPPER WALNUT �xfSTING 20' J B-32 T ', �`' CREEK INTERCEPTOR 6 PEDESTRIAN GREENWAY JJ } ��o� 45 F �` L ACCESS EASEMENT 1lL rn / LO _ I E}( 20' CITY OF ♦ � o iE 1! � Lpp 6 s e-LEIGH ` ^NITARY �I { ► 172! BLAZING STAR LH - �� l �' MEAT I I� �0- F ` g6 PROPOSED 20 ,CITY OF RALEIGH- - +_q 7 I `� i SpMH 7b , SANITARY SEWER EASEMENT 83fi NIGHTSHADE WAY II a, ,19I' 1716 PLATING STAR LN TOT. i t 21 - _ � _,;x, i 816 WILD MINT. CT ` � � Ex -5M 1 41928A INV-- IN 214.43 r 4' RIM: 223.03 6 _ INV OUT 211.27. / _ 132868E 829 NIGHTSHADE WAY INV OUT: 211.28 - - 1 SDMH / IN IN: 214. I N 1712 BLAZING STAR' LN 1 INVTOP 22.r 1 I I 1 11 INV 21749 49 / / - INV❑UT: 212.8r, EX 20CfTY OF PROPOSED 8 SANITARY SEWER ' � _ • g; ! '' SEE SHEET TRIB-9 FOR PROFILE EXISTING 20' PRIVATE IMENSA{VITARY {� 1 DRAINAGE EASEMENT >{ 1� 813 VALD MI EASE832 NIGHTSHADE WAY E MATCH UN 153+00 1708 BLAZING STAR 1 r I i 1� poi v Q SEE SHEET 15 FOR CONTINUATION n TOP 23 �6� }�� `/$ INV OuT 4.=_I; � � � A U O, 1 Q'JryCg� C +W-V QW� 1 PLAN a 1 "= 40' V) 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-IReuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and n Associates, Inc. ■ i ev))) Horn AV © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP ,,A��X A3 ry& 3. 828 NIGHTSHADE WA � 824 NIGHTSHADE WAY' UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS Z , CEAI PREPARED FOR = 33186 J PUBLIC UTILITIES DEPARTMENT �N�.•� �.�� U1 I Y OF RALEIUH, NUFK I I -I UAI-KULINA SEAL: PERMIT DRAWINGS NOTES 1 14.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. 1 PERMANENT WETLAND ' TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 = _- TEMPORARY PERMANENT ZONE 2 TEMPORARY ZONE 2 TEMPORARY STREAM /^,,,I PERMANENT STREAM .^,, GRAPHIC SCALE IN FEET 0 20 40 80 IPubric Sewer Collertion / Fxtension 5vstem The City of Raleigh consents to the connection and extension of the City s sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Citys Public Utllitles Handbook. City of Raleigf Public Utilities Deportment Permit # Authorization to Construct Date CONCLFPXNT PEVEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Pions for the proposed use have been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors ore each responsibie for compliance with all applicable City, State, and Federal laws. This specific authorization below is not a permit, nor shall SHEET NUMBER it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 14 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE (URBAN FORESTRY SITE ACCESSIBILITY % a 1 l i � 4 y V� \� l \1301 ROCK Q6A Y RD 1 Iv �� # , ) � � PROPO '� "SANIT�AR�f SEWER 1 1111 1 ��< \�� ( ✓ ) �� " i I 1 1 �__i a -S€EeEiH �� 9 FOR PROFILE I ��A �l 1 I E OVE��fs[� REPLACE Q LF o 1 5 t f _� < 60d NAB I� AS \ �A % (� EX SM 4 27B1 1 ° of e I EF L L'-AUNCH/ 1w �� I I RIM: 22 . 1 01 RJ PC-350 DIP WATERLINE ail ✓ / � � �� I��A INV out: l 421 ( EL 2�6. o E\CEIVING PIT L � � � � . Il vl � � � \ 187 LF OF INTERCEPTER � � / �� ( > � ti � � ✓ � � � � � � _ � � � -l � Iv��APPROX.) I r > 1 INSTALLED VIA TUNNEL x P I �7� ��11 �l \ / / / ) by �J f i 2-. �) L\ J Z o s 1034 BRAGG ST l '� \ A IN: 20'5.5� �� 1 / \ ) a �� J ��y \ 11 1 REMOVE ANC ( P G!0 A REPLACE 30 L�- ! - > I r�.2o i / T Fx FR NFN I� IMPACT SITE 13 1 _ 12" RJ PG 3 D !]IP w 216.86 / II k 1 v - n5 3c LANDSCAPE t 5� EX 'S�t Ivlk: RIxA52 1. WATERLINE J i�,7 RIM :.2. 11AfBERS/HORSC SHOES 5 C� �.Q`k4. \ �, INV CEI o : j INv IN: qy PROPOSED 20 x20 �A y r # INV IN: 0 1 AS RECEIVING _ ,1 RECEIVING PIT MEAL SEATS p4r--� y '. �,�,-�:]N'' QO7 � 1 INV 41,1T: I ' ', ;, WALK n - l+ WETLAND W13 a� 3fJ' CONE_ ABANDON EXISTING 42 RCP WALNUT 1ACKS-1OF � -e► C �, CURB C-' CREEK INTERCEPTOR AND MANHOLES CHAIN LINK °tip �6�'`a 4A`f:� N 40' SEWER EASEMENT 0 zo X 7 SEE SHEET G-5 900 LF OF SILT FENCE FENCE y r. �Q�i r ~ r.,U. L O ,i_ BM19B2, PL. 25 I�p1N LINK t` _ � _ fco 1 a EX SM 501� PROPOSED UPPER WALNUT FENCE � ` -, ,� CREEK INTERCEPTOR � �- -, , • r • :� � r~1- - - C�� - �� = �� 1. 0� INV. IN: 203.75 42 CITY OF RALEIGH ❑ INV. OUT. 203.19 SANITARY SEWER PROPOSED 20 CITY OF RALEIGH N _ _ _ _ _ _ ' 7 4 c , BM1954, PG, 105 (3 0 -4) SANITARY SEWER EASEMENT �\ 1 - -- - - - 1 BM1962. PG. 25 r x SM 5C,20 RIM: 217.29 INV.. IN. 204_02 � -INV 21- Ek SM 157690 , �' ` :`�`� Fes_ �.-- T B-3�F �'� 4 � _ _ `5 a� �� ? INV. OUT: 204.00 _ - RIM; 217.9. _-� y - _ 5 -n ' �S� a9� Da � u cui, ` . F 1PF �, �_�_ acLT0 �' SS �7 A Iran F TIC _ ��p`Zk •'- �_` y INV f1V: 211:32 _ INV OtjT. 2111.32~EL l s^. 6' CHAIN LINT[ FENCE PULL BOX 15a+nn - RCS v ��y. -_CZ fvp� PAD 4P 59+0p METAL SEA15 Loa - ESE CITY OF RALEIGH' t Lon _ - 00 �- ,.,,. i r 7PP� H, i_.ssH.• . JOE LEWiS (-'ARK - yr ac.+�rri i `+rr.-a� �rv�w..'-Y� � Q -$$� - - OUTFALL 30' EASEMENT TOP ,214.6. P ip (LID MISSING, FULL O BENCH MARK: c� �1 L- TPF�� ` -- {, { 60d NAIL IN BASE - Lo TPF - { SILT BSc DEBRIS, DlREC ON . OF PP ROA 80 B U T LF�7PF- y OF PIPES UNKNOWN) p L EX 143727A ~ TjoF I` EL. 224,17 0 1 I v 1 RIM: u13 v : ni-znnnn,�r•rn cn n k11 •nv nr%+1rn `` y y 1 - 1 TOP 224.Z0 INV IN 206.[]5 rRurUoLu ❑ JAM IAIC i OLYYGIC _ Y_ �\RIPRAP . { } { EX CITY OF RALEIGH BOTTOM OF BOX 215. 2 0 I 1 1 ,t INvouT: 2❑6.fl5 SEE SHEET TRIB-10 FOR PROFILE - _- = V - - Ex sal 133.54 1IGHT'SHADE WA i y 1, ' _ _ -=v = INV-225.39 INV 225.34 RIM: 225�95 �' { 40' SANITARY SEWER OI p I. CI �_-- = -- -- `-- TOP PIPE 220.31 PROPOSED 8" { EASEMENT TOP 224.76 rL r. I �'' TATOM 2i26.92 - - - SANITARY SEWER I f BOTTOM OF Box 216.91 [1 •, 1 iB6' CHAIN LhNK FENDS OF BOX 220-17 - - 1 n3a iRA[�'f:f - SEE SHEET IKILi-$ _...._- -' '. - L EX SM 5019 i I 1301 R Qt�ARRY RD I, I N� �, 1 � PLAN FOR PROFILE { r ..1 = __ - RIM: 219.32 PROPOSED 8" SANITARY SEWER 1 =40 SEE SHEET TRIB-10 FOR PROFILE { INV. IN SERVICE:..213.24f MPORARY CONSTRUCTION I' • � I � _ INV. OUT: 205:19 I'. ' N ` I , EX PERMANENT SLOPE EASEMENT � ENTRANCE, TYP. 1 + ` BM1998, PG 1358 11 I 1 111. \ A, 1 11 l 1 1 1 I 1304 ROCK QUARRY RD I � PROPOSED 8" SANITARY SEWER - 1 -6E-EgE5klEUARTFIB-9 FOR PROFILE 461"d NAI,_ IN BASE I EX SM 4 727B1 OF 24" GUM TUNNEL LAUNCH/ RIM: 22 . 1 -. I EL. 216.10 RECEIVING PIT/ INV OUT:: 11.42I SHAFT. �(APPROX.)F-Li r ►�hh �" 1 Irev IN 05.5 1 1 �T ,INV IN, .r11-O7 ❑°, I 5 �� I IN: ''�'-'° EX ER NEN IMPACT SITE 13 fNV UT: .205.3c [TPA! E i l III W REMOVE AND REPLACE 30 LF 12" 'RJ PC 350 DIP WATERLINE 187 LF OF INTERCEPTOR ` IINSTALLED VIA TUNNEL �nY� oo.nn rT ■ REMOVE AND REPLACE 30 LF INV 216.86 12 RJ PC 350 DIP t � +yam 4 r Ex S 1 ; WATERLINE LANDSCAPE-, X - ( EX SM ,F 4��rr{E ~ 1 ��/ PR - 7 d 3 1i �nrnn h inner ni 1 n T1Z � � 't .� `►.� `. EtIPd;.71I' I 1 I \ I 4 , , 1fMpLf[J/nvrc�L �n+:cam a 7' , INV t;E TE : 199. ] - a" INv IN; r PROPOSED 20 x20 �`S ' l ASPHALT CONIC. PAD/ j h� N1 I]vv IN; 1 RECEIVING PIT = F- . � Op r WALK METAL .SEATS �' !� Q> 7 � I INV OUT: n � 1 "Z N W13 :-;uEt ABANDON EXISTING 42 RCP WALNUT BACKSTOP {�.� T - �.� f BFR o X 1 CURB & GUTTER CREEK INTERCEPTOR AND MANHOLES CHAIN LINK �p� - �}❑ �a �c�-` a =+ SEE SHEET G-5 900 LF OF SILT FENCE FENCE 40' SEWER EASEMENT 7> %2 0 �' dS �aoT GU:` ISL BM1962, PG. 25 CHAIN LINK ��, -�q� _ aai _ l EX sM 5u: ;_ PROPOSED UPPER WALNUT FENCE JJ1yr Q ��- �, �S 2 ` ao7l 7 RIM; 217.01 CREEK INTERCEPTOR �. ¢ C•Y �� yG� INV. IN: 203.46 42' CITY OF RALEIGH , INV OUT 203 19 PROPOSED 20 CITY OF RALEIGH 4 �� l W r ` 155 r - 1 EX SM 157690A 4 �__��.. B-34 RIM: 217.97 a� -- 5 ooINV IN: 21#.32 Q 1 -3$ INV OU T' 211.32ls_ r 'I L ~_� ~ 8 _J - - r Lr,D r F ll LL U 7}C LOD 0 EX CITY OF RALEIGH { L� E JOE LEWIS PARK ° OUTFALL 30' EASEMENT TOP 214.67 { eLID MISSING. FULL 0 BENCH MARK: rz P. 1 { { SILT & DEBRIS, OIRECAON 60d NAIL IN BASE Z 0 OF PIPES UNKNOWN) OF PP #ROA 80 o EL. 224.17 TOP 224.20 , { BOTTOM OF BOX 215.42 an, +rra, n- u. •.• { I EY f ITY f1F P,&I n(r11I 0 4 kin l anmur- WR I „� {: .I { 40' SANITARY SEWER DI PROPOSED 8 { EASEMENT TOP 224.76 1 SANITARY SEWER 1 BOTTOM OF BOX 216.91 SEE SHEET TRIB-9 { { --!! FOR PROFILE j 1301 R Q�3ARRY RD Iti ► 1; Q 0.I i`T�MPORARY CONSTRUCTION J I , .1110! NI1 j ENTRANCE, TYP. v G� 0 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-1 Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and n Associates, Inc. ■ i ev))) Horn It © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM KHA PROJECT 011063067 DATE APRIL 2020 SCALE SHOWN DESIGNED BY ZGP DRAWN BY DGB CHECKED BY ZGP SANI TARY SEWER A �' Ft y6�} •� BM1954, PG. 105 (3 0 4) SANITARY SEWER EASEMENT BM1962, PG. 25 Ex SM 5020 - RIM: 217.29 INV. IN: 204.02 F1v 217:66 fi1.., ��` 1 $wALF� IN �5 S •_ _ INV. OUT: 204.00 007 ❑ _ - Co ` r �� O6' CHAIN LINK FENCE . 58 159+00-9 �x - � METAL SEATS 1i�„C. �F r�.'.�.. • rY1rY+F` 1 60+00 • -r - h.0❑ . �. r 4 -_ � - LOD TPF� � � � Lora ��TP�'� � _- � -� • • ..r= . • � - ss �� Lpp � F 1 T -Sao 2 Z. La°F`TPF� - - - Laa = 7PFF� 7\N IM:2� V' IN: '�' i ;.ate G PROPOSED 811 SANITARY SEWER �°o��P= RIPFiA1✓ fNV IN . tivvOUI: cos D5 SEE SHEET TRIG-10 FOR PROFILE V ,^ - - � .SM 13354 aivv 41O-.ail - -- � INV 225.3.4 Rim: 225.95 Cl - TOP.. PIPE 220 31 T� 228.92 - oToM OF Box20.17 1034 BRAGG ST CHAIN LINK- FENCE PLAN, - - _ _ __ _ EX SM'.. 5019 - - _A,RIM. 219.a2 PPnPoc;Fn R" SANITARY SEWER INV. IN: ICE:213.24t 7 INV. IN SERVICE: SEE SHEET TRIB-10 FOR PROFILE 1 . . EX PERMANENT SLOPE INV. OUT: 206.19 ' BM1998, PG 1358 UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS ,�: CEAI PREPARED FOR = 33186 J PUBLIC UTILITIES DEPARTMENT U1 I Y OF RALEIUH, NUFK I H LA1-KULINA � 101r11 SEAL: PERMIT DRAWINGS NOTES 15.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. PERMANENT WETLAND TEL/DAMARV WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 - - PERMANENT ZONE 2 TEMPORARY ZONE 2 TEMPORARY STREAM PERMANENT STREAM Impact Impact Type Quantity 13 Permanent Wetland Conversion W13 0.081 AC 13 Temporary Wetland W13 0.117 AC 13 Temporary Stream S12 78 LF 13 Permanent Zone 1 2126 5F 13 Temporary Zone 1 2580 SF 13 Permanent Zone 2 1141 SF - 13 Temporary Zone 2 _ 2176 SF GRAPHIC SCALE IN FEET 0 20 40 80 Pubfic I Sower Collet-tifm / Fxtensinn Svstem The City of Raleigh consents to the connection and extension of the City`s sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Cit/s Public Utilities Handbook. City of Raleig?� Public Utilities Deportment Permit # Authorization to Construct Date C NCURRBNT PEVEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been review for generol compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsibie for compliance with all applicable City, State, and Federal laws. SHEET NUMBER This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 15 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE FORESTRY (URBAN SITE ACCESSIBILITY NOTES 1 16.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. N Q EX SM 5150 � 0 915.18� J ` \ CONNECT EXISTING SEWER09 �� EXISTING SM 5150 WITH FERNCO �Z -� I �� \ �� COUPLING, 20 LF OF 8" PC 250 DI, AND CORE DRILLED CONNECTION / i p 164 B AGtG ST ' L UNKNOWN PIPE AND - �0 V A SWALE i � A „ \ V \ i a �� APPROXIw�TE DIRE 9TtO / _ v �� _ x��JP � ✓ o � � � ` - --PILE 0� BRICKS SM 5108 1� � J r � � BENCH MARK: RIM: 214.42 N / f / EX SM 5024 v RIM: �21.46 ti \ \ �A \ \ \ 60d NOIF IN BASE INV.CENTER:`�Q7._69 oc 7 PRO OSED 20 CITY OF RALEIGH o y INV. IN �s 205 \ - o �\ EL. 215.76 1ZN1 .� �� \ i INv. IN Nv>-Lo 212C �� / v �NfTARY SEWER EASEMENT / y �� j \ V INV. IN NW H� 216. o _ \ Ltd, o V" �l / \ �.� �S Q, A7 I y PROPOSED UPPER WALNUT 5 ��' J �\ oo,\ l INV. OL�IT: 05.60�,- IMPACT SITE - Q A - - - �.�w V CREEK INTERCEPTOR - 40' SEWER AS MINT 001 � � � 1 � \ � J V 1'105 LF OF �IL�f FENCE � / �- ` _\�� ^_ \ ��k. - l BENCH MARK: ' . _ SWALE 60d NAIL IN BASE ti of 15" PINE INC'- - �. " , ABANDON EXISTING 42 RCP WALNUT � } EL. 217.52 -'�� CREEK INTERCEPTOR AND MANHOLES 7 F�4Sv Z ---- o r�„c• �, , �,,�r�_ �d1 _ SEE SHEET G-5 F_X aM 5104 4 IN !. 11\- - 6� / - - INV IN; 205. 6 j ° L ` �i p0 -'Lo$ f� p rv. (__)UT: 20, �\ , _ _�� ~- INV. our: 215.7f: f ao��dLl 1 401 r �� 3 / moo EX 5i�1 -•�. RIM: 2100 ; - r INV. 1N: r BENCH MARK: L � F-r �.. O ' r �-r - _ .� /fir J INV. OUT: 60d NAIL IN BASE + '�`r U �` F w _- � Yy�_ _ -d Oa7 A40'�] F-- j68+ 7 d0i'`1 �.- /� - � F �0a i S�1 5148 OF 26 PINE cu,; _- - _ ` EL. 224.L86 /// / _ ��..... GO - - - dl-�'� - F� " 1-1 �uu- :: R M: 218 46 �'i :: / -�� goo PROPOSED 8 SANITARY SEWER l / X /� � \ - -" .•o� ......::...... - -�� - - .,> / �-� � INV. IN� 210.1� o - - "� SEE SHEET TRIB-10 FOR PROFILE 17 ` INV. ITT: 210.1 �' s POST - op�1pF :::. :::.. 16g�'00 " - - -155' +°0 F � / �� / l - 1 Lob �� . EX 'SM 5026 TPF 0 � � LOp� TPF RIM: 224.07 o � 1 F NINV.-OUT. 218. '' Lo6�` �7PF �PF /F r 40' SEWER EASEMENT C� �~�pPF-�Vf�� BM1952. PG. 25 v ` 42 p CITY OF RRALEIGH I - SANITARY -SEWER _ - o \ BM1-954, P.G.. 105. (3 OF 4EX - I STREAM S9 42" CITY OF R52 ALEIGH' - _ RIM: -219.87- BM1962, PG. 22. � � a� � �r EX SM 5i 51 SANITARY SEWER _ ^" BM1954, PG-. 105 3 OF 4. INV. IN: NA ; ti� rt ' r y 1 RIM: OUT: 2 INV. OUT: 207.39 c INV. OUT: 218.77 -PROPOSED Li SANITARY SEWER SEE SHEET TRIB-10 FOR PROFILE -. 104 y� - 1034 BRArPG� S ` PLAN 4"=AAV I •tu I EX SM 5150 - RIM: 215.18 ^� CONNECT EXISTING SEWER TO'9 EXISTING SM 5150 WITH FERNCO _ COUPLING, 20 LF OF 8" PC 250 DI, AND CORE DRILLED CONNECTION - - 1034 BRAGG ST 0 SWALE UNKNOWN PIPE AND APPROXIMATE DIRECTION a + EX SM 5108 �f �. �x �JQ` �a> PILE OF BRICKS 42 -*V �S 60d NAIL IN N MARK: ASE NV. CENTER:. 207.69 _1 ❑� Li��► EX SM 5D24 _ A4r do ` RIM: 221.46 ti OF 12" GUM S ¢INV, IN S: 205 //f/ PROPOSED 20 CITY OF RALEIGH , - 1._ ini� tit tilt.i t n �i•7 r,c& I -7. PROPOSED CEIMCD CACE-LACA1T EL. 215.76 �� i � �� ty ,3, N 7_, I ill Y. I111 L t, L:1-71J .�n�ri i nn i .��*►ten �n.��rviur i s� INV, i� N NW GH: INV. OUT- 05.60 IMPACT SITE 4 \ PROPOSED UPPER WALNUT - PZ` `�\ \ ` BM19E WEE ASE MENT � � '� � � CREEK INTERCEPTOR �: G �'\.► °°7, _- % 1105 LF OF SILT FENCE 1- UT �A C31'�� ^ � � Z �F, � � 1 � BENCH MARK:- o E \� w, ti �, a 60d NAIL IN BASE - - / J ,SWALE 1 � �- � - - j � ... / O ;�- - � ao7 � � � � l � � /, _ � 'n�� S / -ti©- " OF 15" PINE _ ABANDON EXISTING 42 RCP WALNUT _ X 5 \ \ _ __ _7_ EL. 217.52 CREEK INTERCEPTOR AND MANHOLES a f i o L Q �,� O / 7 _ _� \ SEE SHEET G-5 - - r� \ - -` i i i � � EX SM 5104 � --� ti � � / � � � -,pF � fCD \ ii 5 ........ .. � � � � � � � � RIM: 219:14-/i J N V. I 20 A - _ Doi / oo �pF� / i l k \ ... 66 (-N�IN:J205.76 0° / i i z " / INS. OU 206.4 \ Q �..... ... �"0 �� \ j �i0 / \ �s r �� / - �,-j+ r,:. �F j i �0D / /i L Z -� INV. OU205.76 / EX SM Qao7-- \�� i Y 40-o � - � �� --�_ �' / �55 C Fi RM: �18. - oo / �2 - / 3$ v �_- % _ i �i F �� / �INV11N� BENCH MARK: oINV m, 60d NAIL IN-B�SE op / L7 F OF " PINE % / �' Lop �� 168+00 - s - ss � �_ 07 _ � � r E)�SivT 51 w EL. 4.86 / / - .... - - - �� -�✓ RM: 21s466 // �� _� _ 1p� \ _ - ��! ' - _ V / ,-��pF -PROPOSED 8" SANITARY SEWER %/ i X INV. IN'. 210.16 o - �6g1-Q0 �- 155• r� i C �/ �l� INV�OUT:�210.1 r' 1 �- _ .." _ _ / F � � �� SEE SHEET TRIB-10 FOR PROFILE !3 J s / -gyp . � POST _ �, F ..... 170+ EX SM 5026 N z Lob rpF Lop N RIM: 224.7 d V. Otl T. 021.8. _ o 7PF �pF r - - _} - - F - a 40' SEWER EASEMENT Lop �F� r?F�i- BM1962, PG. 25 L°p ~`` ` 40o f-42'-CITY - _ • 42'` CITY OF RALEIGH I SANITARY -SEWER v - EX SM 5152 BMT954, PG. 105. 3 OF 42 STREAM S9 42" CITE' OF RALEIGH _ RIM: 2i9.87 tvBM1962, PG. 2 } EX SM 5151 Tr•` CA%IfAnV ri' n _ - -ant t rrn � t ZITVLT\ .. INV. IN: NA -- Rilvi: 224.98 \- 13M1954, PG 105 (3 OF 4) - INV. OUT- 207.39 e , ti , INV. OUT: 21.8.77 PROPOSED 8" SANITARY SEWER - BM1962, PG. -25. - ' SEE SHEET TRIB-10 FOR PROFILE C a� U _C O L Q a v7 0 m No. REVISIONS DATE BY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 47-1 Reuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and n Associates, Inc. KHA PROJECT . 011063067 DATE i ev)))Horn APRIL 2020 it SCALE SHOWN © 2020 KIMLEY-HORN AND ASSOCIATES, INC. DESIGNED BY ZGP 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 PHONE: 919-682-3583 FAX: 919-677-2050 DRAWN BY DGB NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BY ZGP PLAN 1 "= 40' UPPER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PREPARED FOR PUBLIC UTILITIES DEPARTMENT CI I Y OF RALEIUH, NUR I H CAROLINA SEAL: �O pFESS/O" ./,�,9, / Q CCAI 33186 .y,,,g....... ••Q "/0/11110 W 104 1034 BRAGG. ST - PERMIT DRAWINGS PERMANENT WETLAND TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 PERMANENT ZONE 2 TEMPORARY ZONE 2 TEMPORARY STREAM PERMANENT STREAM Impact Impact Type Quantity 14 Temporary Stream S9 62 LF 14 Permanent Zone 1 1276 SF 14 Temporary Zane 1 2486 SF 14 Permanent Zone 2 849 SF 14 Temporary Zone 2 1692 SF - GRAPHIC SCALE IN FEET 0 20 40 80 IPubric Sewer Collection / Fxtensinn Svstem The City of Raleigh consents to the connection and extension of the Cit}"s sewer water system as shown on this plan, The material and Construction methods used for this project shall conform to the standards and specifications of the Citys Public Utilities Handbook. rl+,..,f Raleigh Public Utilities Department Permit # Authorization to Construct Date CXDNCURRBff FEVEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use hove been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State, and Federal laws. SHEET NUMBER This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 16 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE FORESTRY (URBAN SITE ACCESSIBILITY _ - " V ) ,\ �/1 v , - � _ .. I ; - _ L am— POINT #760 42" l.I lY OF> NA4Eluri 'I 1 �� A\� f Ci r- 2i11466.9277' SANITARY EFY J Jj �� N 731951.4887 1 w/� ✓ 7 a Z �� \ �00 \ EL. 226.79 BMt 54, F'/G.�105 (3 0 4) /� C s CdNC. S'IDV t�1 UO7 �) \/ Bt 1 2; RG.\25 �� o� �� / EX �M 52�/\\�A A� 5f8 IRON ROD y� f v i o �� RIM 1224.90i 1 t a T IN)V I�R:�207.64E o ��— l� ��— __INv. b T: 207.70( �� `�" DO 0 I TURB EXISTING 1 S� EX sM 52a� �� ti1� �� — L E AND METER �� SEE SHEET INT-18 FOR ✓✓ RkM- 227.#6 r \� E�/ 8M-5253 / o � PLAN AND PROFILE �N . IN: 209. 3 \1\ -RIM: 219�9� �� ✓ � — \ INV. OUT: 20991 1NV. ENTER: 206.74 I r �7 A l \ �' / \ 1 � !L / � ,INV. I� � �► \ � -� , � �� 1400 LF OF SILT FENCE � L 4�0' EWE E"?,sEM�EN� � ,-�- � �� R(i -jibv j o \ � �� BM19 PG -25 42" CIS)OF-, , _ALEIGH j i / 1 J SANITARY SEWER � � 40' CITY OF RALEIGH UTILITY EASEMENT V — 164 BM , LPG.-105 (3 OF 4) VA z bM2009, PG. 870 i » ' BM1962, PG. 25 ABANDOW-EXITING 42 RCP WALNUT 1034 BRA G ST �i �� A �� CREEK INTERCEPTOR AND MANHOLES � � � �� - � �., �� f � V �� "` ' o �� V ' SEE SHEET G-5 � <� � �� i � � �%° � � �� 7 \ % / oo� / �� ✓ SEWER — WETLAND Wb4 .�°� <> 1 Rv �. \ 4D W EASEMENT / �� \) BENCH MARK: -4 i R � ss �:.. BM1962,EPG. 25 42" C TY OF 60d NAIL IN BASE �l SS QD q 42" 1.. 1 a RALEIGH OF 16" PINE \ dl ? \ SANITARY SEWER EL. 220.90 a R[� F \ nM1954, PC, 1 C15 3 GF A] s- �1 'S �— 1 - -_ qo ( _ '� B- 1 � � � BM19+�2, PG. 25 r � t �1 j t ono - jAF_ ys'\ - EX SM 5274 RIM: 22D.12 00_ J - , r -. ram' 1 ❑ Boa rP � 40' SEWER EASEMENT � r 1 11��' c�° �� "� \ INVBMI'R62, PG. 25. TENTER 2D5.ti+3-.y 4 a� 1 �d'`'0 A5 1to INC. rpr� �- l R� B GUTTED � - ,�: .;:_-•;� _F- tEr�� i�' � P��. �• .. F 4� L 8Mi' 5GZ P('.�7pp \ �3dyf r.�- -v�rtif Fes: CLAIM 'c: ES HALVE N \ `7 \ Ru 95+pp L� L0` TOP N I rL. 22 i ; sCS - _ �..- ARV pM}i{� -�S�r �A -' i�� . 400 TOP 229,82 .1 � \� TOP WATER LINE .0 Q0 Ilk/ 8 r EL. 225.20 r \ ��F,_ -43 1g�k _=rim F 1 r g2yc �'� _ �pF . F 4a° � 32.13 � � IMPACT SITE 15 REMOVE AND REPLACE � rt, ��F R0 �- RU �� ' ......... �� 4U' CITY r_ F IU TOP WATERLINE i PROPOSED UPPER WALNUT \ _ ,J _ .CpF � t ENT 80 LF OF 16 DI REUSE CREEK INTERCEPTOR �TpF :�., _ �-, _ _,,�g�ar4 sM201]9, PG. 87Q IN. 1AF ��,oa PROPOSED TEMPORARY � WV J CONSTRUCTION ENTRANCE�T0+V=228.8 in, FIT'Y rlr7 PA Flf'I1 IIT11ITV FOCFAAEitIT _ 77._ �1TL� Gv r. to 7f BENCH MARK: -�` RIM: 2 �" ,, .BMZ009, PG: &70, 1 a4 God NAIL IN BASE EX. SM 5267 OF UTILITY POLE I%N OUT: 2 RIM: 221.89 1034 BRAGG ST EL. 233.85 INV. CENTER: 209.36 -- C ail D Sul f An A^1 - I =14V a o \CP D - 0 NCO F�' - th POINT #760 42" CITY OF RALEIGH i`'. E 2111466,9277' SANITARY SEWER - - �+ :3, N 731951.4887 OD -f GIM1954, PG. 105 (3 OF 4) , SM1462, PG. 25 N N dI% _7 1aa EX SM-5253 -RIM: 219.92 E INV. CENTER: 2D6.74 -1400 LF OF SILT FENCE Q• CONC. SIDEWALK ' EL. 226.79 ` EX SM 5276, �� q 5/8" IRON ROD RIM: 224.90 m INV, IN 207.64 INV. OUT: 207.70 -p DO NO DISTURB EXISTING EX 5M 5275 EUSE VALVE AND METER RIM: 227.46 INV, IN- 209,93 INV. OUT': 209..91 INV. Ir~ �,Lg4I TAK T SEWER F� � AL 0 �7 • 40' CITY ❑F RALEIGH UTILITY EASEMENT 104 1� BN1i954, PG. 105 (3 OF 4� 0 g$Y* �07 _ - 13102009, PG, 870 ABANDON EXISTING 42" RCP WALNUT 1034 BRAGG ST BM1,962, PG. 25 rRFFK INTFRrFPTOR_ AND MANHOI FS� LN --. - .... - -- _ SEE SHEET G-5�- a \. F l- Ft 40' SEWER EASEMENT BENCH MARK: WETLAND W14 •• r .�� a� , _— �` . BM1962, PG. 25 60d NAIL IN BASE na7 X�� p„ 42 i?C QCL � �7' 4Z' CITY OF RALEIGH OF 16" PINE , �_ ()0� - SANI TARY SEWER EL. 220.90 `�� i p ~ PU BM1954, PG. 105 (3 ..OF 4) oc" 00 AS B �. - 1 r� BM1962, PG. 25 - z EX SM 5274 rjij jS _ RL RIM: 220.12 oo Q �� 1p 7\ 40 SEWER EASEMENT INV. CENTER' 206.89 - o~� 19+7 \ BM1962, PG. 25 �`�S� - �' - ��:_ x�0�� -r~ Ag s atr = NC. W � 4O' SE ENT � �—� r� - - � 8 GU TIER' LLJBM 1962, P . h TpFr'� CLAIM N TER VALVE N ` I o_ - RUj \ f v� __- QO �:• F _R-� TOP N T EL_ 221.E �' ,1 r 0 \pF - A. . F �tP 1 '[P ARV M C�1AF- --' r r �. I�F�_Lo� ate\ TOP 229.82 I TOP WATER LINE Q • - - 9-43 i \ 1gA�`0� .� ► r a° EL. 225.20 1 19 _ �REMOVE AND REPLACE FOP 23 3 n _ 2x4 r �pF IMPACT SITE 15 TOP WATER LINE ❑ PROPOSED UPPER WALNUT \p 1 O R0 1 r �"� F�� `p0 40' clr { I E�sr 80 LF OF 1fi" DI REUSE ZP EL. 224.9E CREEK INTERCEPTOR �TjaF� `op BM2Db9, PG. a7n PROPOSED TEMPORARY T0Ni2 �V a. + \�F �� CONSTRUCTION ENTRANCE � ti gyp, CQ) 1< r � \ rAF 60d BENCH N 13AS SM 40' CITY OF RALEIGH UTILITY EASEMENT_►�C -SM2009, PG. &70 \ EJEX RIM: 2 _ EX 5M 5267 - nF I I ril ITV IN1� ou F- 7 I nIM 221.89 21 CEN8R: 20s.36 1034- BRAGG" ST I I rvL5 EL, 233.$5 SEE SHEET INT-18 FOR PLAN AND PROFILE 14U SEWER EASEMENT BM1962, -PG. 25 42" CITY OF. RALEIC,H PLAN 1 It=40) - D V) N f\I I/1 I I\VULI.I 011063067 DATE APRIL 2020 i ev))) Horn it SCALE SHOWN m © 2020 KIMLEY-HORN AND ASSOCIATES, INC. DESIGNED BY ZGP m No. REVISIONS DATE BY 300 MORRIS STREET, SUITE 200, DURHAM. NC 27701 This document, together with the concepts and designs presented herein, as an instrument DRAWN BY DGB of service, is intended only for the specific purpose and client for which it was prepared. PHONE: 919-682-3583 FAX: 919-677-2050 47-IReuse of and improper reliance on this document without written authorization and o adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BY ZGP n Associates, Inc. I UPPER WALNUT CREEK SANITARY CA �O . �� SEWER IMPROVEMENTS CEA,�: PREPARED FOR = 33186 = PUBLIC UTILITIES DEPARTMENT U1 I Y OF RALEIUH, NUFK I I -I LAI-KULINA SEAL: "111111 PERMIT DRAWINGS NOTES 17.1 SEE PROJECT GENERAL NOTES ON SHEET G-3. 1 PERMANENT WETLAND TEMPORARY WETLAND PERMANENT WETLAND CONVERSION PERMANENT ZONE 1 TEMPORARY ZONE 1 = _- PERMANENT ZONE 2 TEMPORARY ZONE 2 =- TEMPORARY STREAM PERMANENT STREAM Impact Impact Type Quantity 15 Permanent We( I'anci Conversion W14 6.166 AC 15 Temporary Wetland W14 0.164 AC GRAPHIC SCALE IN FEET 0 20 40 80 Pubr►FC I Sower Coller_-tifin / Fxtensinn 5vstem The City of Raleigh consents to the connection and extension of the Citys sewer water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the Citys Public Utilities Handbook. City of Raleigh Public Utilities Department Permit Authorization to Construct Date CDNCLFFU-=NT FiEViEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been review for general compliance with applicable codes. This limited review, and authorization to construct, is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State, and Federal laws. SHEET NUMBER This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State, or Federal law. All construction must be in accordance with all Local, State, and Federal rules and regulations. TRANSPORTATION FIELD SERVICES 17 PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE FORESTRY (URBAN SITE ACCESSIBILITY