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Home My WebLink About20200090 Ver 1_Site Plans_20200121VARIANCE A-76-19 A-76-19 - 7/8/19 Decision: Approved as requested. WHEREAS Wake County Board of Education, property owner, requests a 26 foot variance from the maximum principal building height requirements set forth in Section 2.2.5.D1. of the Unified Development Ordinance to construct a new civic building (middle school) with a height of 66 feet on a 33-acre property zoned Residential-4 located at 8115 Strickland Road. Assistant Zoning Administrator Eric Hodge (sworn) indicated the Applicant has made a design adjustment to their project and have reduced their variance request to 16 feet. He stated the project is a new West Millbrook Middle School to be placed in the present park area while the existing school continues to operate. He indicated once the new school is built, the old school site becomes the playground area. He stated the proposed project is for a 3-story school building which would place it 16 feet above the maximum height limit. He reviewed the variance standards and offered the following staff comments: If the property were rezoned to OX-5, no height variance would be needed. The Board of Education is electing to increase student enrollment on this site, which contributes to the need for increased square footage. The 40' maximum building height restriction is applied to all residential districts which includes the subject property. Most schools are zoned residential and would be subject to these same limitations. Staff offered no opinion on the application. Mr. Silverstein questioned whether a variance could be avoided if the building were set back further on the property with Mr. Hodge responding the building's height has no relation to the setback. Applicant Attorney Kenneth Haywood, Howard, Stallings, From, Atkins, Angell & Davis, P.A., 5410 Trinity Road, Suite 210, representing the Applicant (sworn), summarized the request noting the R-4 maximum building height is 3 stories or 40 feet and indicated the project meets the number of stories; however, the overall height (56 feet) requires a variance of 16 feet. He noted the existing school building was constructed in 1975 and his client proposes to re -build to better serve the community. Marcella Rorey, Wake County Public Schools System (sworn), talked about the existing building noting the building does not meet current standards regarding safety, stormwater runoff, programs, etc, and stated the issue is the existing school will remain in operation during construction and pointed out existing topographic and stream buffers limiting the buildable area to about 4.2 acres. She asserted the plan complies with city and state regulations requirements regarding buffers, tree conservation areas, safety, etc. and noted the variance involves the classroom wing, as it would be the tallest portion of the building. She asserted the proposed site plan will exceed all setback requirements with a 65 foot wide tree conservation area along the western property line adjacent to residential neighbors as well as 6 foot opaque fence along the southern property line in addition to existing trees. She confirmed the project meets the maximum height in regard to the number of stories, however the 16 feet variance is required for the overall building height. Mr. Haywood pointed out his client held 3 neighborhood meetings to discuss to the project. Opposition No one spoke in opposition. Requests for Notification None. Findings of Fact 1. Applicant seeks a variance from UDO §2.2.5.D1 to construct a new civic building (school). 2. The Board has considered Applicant's verified application and the evidence and testimony adduced at the hearing. 3. Applicant participated in a pre -application conference with a PI to review the Application. 4. Public Notice requirements of UDO §10.2.1.C. have been met. 9/3/2019 BoardDocs® Plus https://go.boarddoes.com/nctraleigh/Board.nsf/Public# 9/21 5. In order to comply with UDO §2.2.5.D1, Applicants would have to limit the height of the building to 40 feet on this 33 acre property in an R-4 zoning district. 6. Applicant is unable to comply with UDO §2.2.5.D1 because the existing structure will be demolished for a new school, which will be 56 feet in height. 7. The replacement is necessary because the existing school building, which was erected in 1975, is obsolete and needs to be updated. 8. The actual footprint of the building will be reduced for a larger school that will accommodate more students on a site that has limitations including a 52 foot elevation change, a stream, tree conservation areas and the installation of stormwater facilities. Additionally, 290 parking spaces will be required with longer lines for queuing as required by the NC Department of Transportation. The total buildable area of the property is 4.2 acres. 9. Strict compliance with the provisions of the ordinance would deprive Applicant from the reasonable use of the property. 10. The character of surrounding properties would not be adversely affected by the granting of the variance. 11. Denial of the variance would result in insignificant public benefit but would greatly harm Applicant. 12. The Board has also considered the following relevant factors: a. The character and use of buildings and structures adjoining or in the vicinity of the property mentioned in the application. b. The number of persons residing, studying, working in or otherwise occupying prior decision may be reversed, modified, or affirmed buildings adjoining or in the vicinity of the property mentioned in the application. Conclusions of Law 1. Unnecessary hardship would result from the strict application of the ordinance. 2. The hardship results from conditions that are peculiar to the property. 3. The hardship did not result from actions taken by the Applicant or the property owner. 4. The variance is consistent with the spirit, purpose and intent of the ordinance such that public safety is secured, and substantial justice is achieved. 5. This decision is subject to review for fraud, material misrepresentation, or other misconduct at the proceeding or for violations on the subject property of either any provision of prior decision may be reversed, modified or affirmed. Motion Vice Chairman Root moved to grant a 26 foot variance as requested. His motion was seconded by Mr. McCaskill and received the following vote: Ayes - 4 (Root, McCaskill, Riemann, Smyth); Noes - 0. Vice Chairman Root ruled the motion adopted on a 4-0 vote and the variance granted. ****************************************************************************** CITY OF RALEIGH ASR APPLICATION FORM DEVELOPMENT TYPE + SITE DATE TABLE (Applicable to all developments) SITE DATA Zoning district (if more than one, please provide the acreage of each): R-4 Gross site acreage:38.22 Acres # of parking spaces required: 290 # of parking spaces proposed: 290 Overlay District (if applicable): N/A Existing use (UDO 6.1.4): Civic Proposed use (UDO 6.1.4): Civic BUILDING DATA Existing gross floor area (not to be demolished): 0 SF (Demolish All) Existing gross floor area to be demolished: 133,265 SF New gross floor area: 227,529 SF Total sf gross (to remain and new):227,529 SF Proposed # of buildings: 2 Proposed # of stories for each: S&.ol Facility Gross 225,322SF Trans. Buldina Gross: 2.257 SF STORMWATER INFORMATION Existing Impervious Surface: Proposed Impervious Surface: Acres: 12.04 Square Feet: 524,540 Acres: 13.44 Square Feet: 609,507 Is this a flood hazard area? ❑Yes No If yes, please provide: Alluvial soils: N/A Flood stu N/A FEMA Map Panel #: 3720170700J & 3720170800J May 2, 2006. Neuse River Buffer El Yes No Wetlands LJ Y RESIDENTIAL DEVELOPMENTS Total # of dwelling units: Total # of hotel units: # of bedroom units: 1 br: 2br: 3br: 4br or more: # of lots: Is your project a cottage court? ❑ Yes ❑ No SIGNATURE BLOCK In filing this plan as the property owner(s), I/we do hereby agree and firmly bind ourselves, my/our heirs, executors, administrators, successors, and assigns jointly and severally to construct all improvements and make all dedications as shown on this proposed development plan as approved by the City of Raleigh. I hereby designate Keith Downing, PLA / CLH Design, pa to serve as my agent regarding this application, to receive and response to administrative comments, to resubmit plans on my behalf, and to represent me in any public meeting regarding this application. I/we have read, acknowledge, and affirm that this project is conforming to all application requirements applicable with the proposed development use. I acknowledge that this application is subject to the filing calendar and submittal policy, which states plications will expire after 180 days of inactivity. Date: 7/10/2019 Printed Name: David Neter, Chief Operating Officer Page 2 of 2 DEVELOPMENT SERVICES Administrative Site Review Application Development Services Customer Service Center - One Exchange Plaza, Suite 400 1 Raleigh, NC 27601 1 919-996-2495 REVISION 05.01.19 raleighnc.gov 111110 \� & '14) 0 00 Raleigh This form is required when submitting site plans as referenced in Unified Development Ordinance (UDO) Section 10.2.8. Please check the appropriate building types and include the plan checklist document when submitting. Office Use Only: Transaction #: _______ - __ Planning Coordinator: ____________________ Building Type Site Transaction History ❑ Detached ❑ General Subdivision transaction #: __________ __ ❑ Attached ❑ Mixed use Sketch transaction #: 583924 Certificate of Appropriateness #: ------------- ___ ❑ Apartment ❑ Open lot Board of Adjustment #: A_76-19 _________________ ❑ Townhouse ❑✓ Civic Zoning Case #: ____________________________ Administrative Alternate #: GENERAL INFORMATION Development name: West Millbrook Middle School Inside City limits? ❑ Yes ❑✓ No Property address(es). 8115 Strickland Road, Raleigh, NC 27615 Site P.I.N.(s):1708808370 Please describe the scope of work. Include any additions, expansions, and change of use. Construction of a new middle school and associated site improvements on the west side of the site. The existing middle school on the east side of the site will remain occupied and operational during construction. Once new building has CO, the existing school building will be demolished and athletic fields and vehicular circulation/parking will be constructed. Current Property Owner/Developer Contact Name: NOTE: please attach purchase agreement when submitting this form. Company: Wake County Title: c/o Bryan Roof, Program Executive, FD&C Address: WCPSS FD&C, 1551 Rock Quarry Road, Raleigh, NC 27610 Phone #: 919-588-3573 Email: broof@wcpss.net Applicant Name: Keith Downing, PLA Company: CLH Design, pa Address: 400 Regency Forest Drive, Suite 102, Cary, NC 27518 Phone #: 919-319-6716 Email: kdowning@clhdesignpa.com Page 1 of 2 REVISION 05.01.19 WEST MILLBROOK MIDDLE SCHOOL ASR SUBMITTAL #4 8115 STRICKLAND ROAD RALEIGH., NC 27615 WAKE COUNTY BOARD OF EDUCATION INDEX OF DRAWINGS ME c00.00 COVER SHEET C00.01 OVERALL PLAN C00.02 TCA AREA 1 C00.02B TCA AREA 2 C0093 RALEIGH GRERMAY EXHIBIT CO'L00 EXISTING CONDITIONS AND DEMO PLAN - OVERALL CO'L01 EXISTING CONDITIONS AND DEMO PLAN - AREA 1 c01.02 EXISTING CONDITIONS AND DEMO PLAN - AREA 2 C0 L03 EXISTING CONDITIONS AND DEMO PLAN - AREA 3 do 4 C01.04 TREE DEMOLITION PLAN - AREA 1 COWS TREE DEMOLITION PLAN - AREA 2 C01.06 TREE DEMOLITIOO PLAN - AREA 3 & 4 am STAKING PLAN - AREA 1 CO21112 STAKING PLAN - AREA 2 CO2A3 STAKING PLAN - AREA 3 & 4 CMM PAVEMENT MARKING AND SIGNAGE PLAN - AREA 1 CO20S PAVEMENT MARKING AND SIGNAGE PLAN - AREA 2 CO206 PAVEMENT MARKING AND SIGNAGE PLAN - AREA 3 de 4 CO207 STAKING ENLARGEMENTS CO3.00 GRADING PLAN - OVERALL cum GRADING PLAN - AREA 1 CO3.02 GRADING PLAN - AREA 2 CO3.03 GRADING PLAN - AREA 3 & 4 03.04 STORMWATER - PRE DEVELOPMENT C039S STORMWATER - POST DEVELOPMENT CO3.06 STORMWATER (MANAGEMENT PLAN DURING CONSTRUCTIO) WITH MAXIMUM IMPERVIOUS AREA C05A0 UTILITY PLAN - OVERALL C05A7 UTILITY PLAN - AREA 1 C05A2 UTILITY PLAN - AREA 2 C05A3 UTILITY PLAN - AREA 3 & 4 C06A0 LANDSCAPE PLAN - OVERALL C06.01 LANDSCAPE PLAN - AREA 1 C0602 LANDSCAPE PLAN - AREA 2 C06A3 LANDSCAPE PLAN - AREA 3 C07DI- .16SITE DETAILS M.1 BUILDING ELEVATIONS A42 BUILDING ELEVATIONS RALEIGH I N FI LL APPLICABILITY CASE #ASR=00.50=2019 VICINITY MAP STRICKLAND RD. RUNNING CEDAR TRAIL SCALD 'i"'m-1,000' CITY OF RALEIGH PUBLIC AND INS71IU71ONAL USES, STUDENT ENROLLMENT IS LIMITED TO ONE ENROLLED STUDENT PER 500 SQUARE FEET OF TOTAL LOT AREA. PROJECT DATUM (SURVEY) CLASS OF SURVEY A POSITIONAL ACCURACY.• 0.06 FEET TYPE OF GPS: NCGS VRS NETWORK DATES OF SURVEY.• DECEMBER 19 AND 27, 2018 (BETWEEN DECEMBER 19, 2018 AND MARCH 18, 2019) DAMM/LPOCH: NAD 83 (NSRS 2011) PUBLISHED FlXED CONTROL: DESIGNATION: RALEIGH DOT CARS ARP CORS ID: NCRD NOR7HING: 733167.41 (NAD 83-NSRS 2011) EASTING, 2124896.39 ELEVATION. 279.0 (NAVD88) GEOID MODEL;- GEOID 12B COMBINED FACTOR..9999200695 UNITS US SURVEY FEET PUBLIC IMPROVEMENT QUANTITIES PHASE NUMBER(S) - NUMBER OF LOTS - LOT NUMBERS BY PHASE - NUMBER OF UNITS N/A LIVABLE BUILDINGS N/A OPEN SPACE N/A NUMBER OF OPEN SPACE L07S - PUBLIC WA TER (LF) - PUBLIC SEINER (LF) - PUBLIC STREET (LF) - PUBLIC RIGHT OF WAY (SF) - PUBLIC SIDEWALK (LF) - WATER SERVICE STUBS - SEWER SERVICE STUBS - CITY OF RALEIGH SOLID WASTE SERVICES REQUIRED NOTES: 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIRCATIONS 2 DESIGNER HAS REVIEWED AND IS COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE SOLID WASTE DESIGN MANUAL J. CONTACT JOE ACOSTA AT RALEIGH SOLID WASTE SERVICES WITH QUES11ONS AT 919.996.6874 OR JOSEPRACOSTAORALEIGHNC.GOV. 4. SEE SHEET CO201 - STAKING PLAN FOR LOCA71ON OF DUMPSTERS WITHIN THE PROPOSED SCREENED SERVICE COURT. OWNER & DESIGNER INFORMATION LAND OWNER. WAKE COUNTY BOARD OF EDUCATION OWNER CONTACT SHELLEY FOLEY, SENIOR FACILITY PLANNER 1429 ROCK QUARRY ROAD SUITE 116 RALEIGH, NC 27610 919-588-3614 SFOLEYOM PSS.NET DESIGNER: CLH DESIGN, PA DESIGNER CONTACT KEITH DOWNING REGENCY PARK 400 REGENCY FOREST DR., SUITE 120 CARY, NC 27518 PHONE 919-319-6716 FAX: 919-319-7516 KDO WNINGOOLHOESIGNPA. COM ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer and/or reuse,as approved in these plans, is responsible for contacting The Public Works Department att(919) 996-2409 , and the Public Utilities Department at (919) 9964540 at least twentyfour hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance ofmonetary fines , and require reinstallation of any water or sewer facilities not inspected as result of this notification failure. Failure to call forinspection, Install a Downstream Plug , have Permitted Plans on theTobsite , or any otherViolation of City of Raleigh Standards will result in aFine and Possible Exclusion from future work in the City of Raleigh. • .r.l t 6.�71. e..71: I. • LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY LANE OR SIDEWALK OBSIRUC710N, THE CONTRACTOR OR ENGINEER SHALL SUBMIT A TRAMC CONTROL AND/OR PEDESTRIAN PLAN ALONG WTH A RIGHT-OF-WAY SERVICES APPLICATION TO REQUEST THE OOSMUC71ON PRIOR TO THE START OF WORK. RIGH710FWAYSERVICESO MLEIGHNC.GOV FOR APPROVAL 2. - THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY 019SIRUCIION PERMIT FOR WORK ON ANY PUBLIC STREET OR SIDEWALK AND NCDOT ROAD WITHIN RALEIGH S JURISDICTION. 3. - ALL TRAMC CONTROL SIGNAGE AND PRAC710ES SHALL ADHERE TO THE MANUAL ON UNIFORM TRAMC CONTROL, AND THE LATEST ED17101V OF THE NCDOT 'STANDARD SPECOCA71ON FOR ROADWAY STRUCTURES; NCDOT 'ROADWAY STANDARD DRAWING MANUAL, AND THE NCDOT SUPPLEMENT TO THE MUTCD. 4. - ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH MOBILITY CONCERNS DUSTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES (MUMD). 5. • PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE ENGINEERING INSPEC7101VS COORDINATOR TO REVIEW THE SPECIRC COMPONENTS OF THE APPROVED PLAN, AND ENSURE ALL PERMITS ARE ISSUED. 6. ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION. FLOODPLAIN NOTE: THE PROJECT SITE IS NOT LOCATED WITHIN A FLOOD ZONE PER FIRM MAPS #3720170700J EFFECTIVE DATE. MAY 2, 2006 AND 13720170800J, EFFECTIVE DATE. MAY 2, 2006. 2 U Q LU J LU N PROGRESS PRINT NOT FOR CONSTRUCTION M O CID I` N Q Z J O Q U 2 H O Z W J 9 U') WMO w o U W o H co 00 _ U rn w W J Z Z W O rn a- M ASR REVIEW #4 PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION COVER SHEET raleighnc.gov PER UDO SEC7101V 227.B.1, ALL OF THE REQUIREMENTS MUST BE MET 70 MEET RESIDENTIAL INRLL COMPATIBILITY. THE SITE IS OVER 5 ACRES AND THEREFORE THIS SECTION DOES NOT APPLY. 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USE SINGLE FAMILY 5/FI=I N, ' O iI I _ SM 1987 PG 941 I ---` ---- BM 1Wf PG 372 131111981 PG 685 L_ — / ART PAW '-42�—.—j ® BUS LOOP EWTRY PLA ZA '� \ • BUSOROPOFFAVTRY PLAZA _ ; \\ DUAL BA.SIi U AhV SORL 41L 1� =1 \ STAFF AND VLSITOR PARKING fW j N "'47• E _ - -► I i I I I I N/F I \ I I AMff1ICAN iDIERS LLC I I ' PC 693 Bail IM PC IM I I PIN 1707998973 I RED 013M 6 USE of I I +—_ S8722i0•E---(-- i9/a6 — I i 1 I � 1 I � \ I \ Id � TRANSPORTATION & MAMP AW i \ / BIADa>!YC \ I 1 NA 1 BENISTAR ROPERIES, ac D8 Ilm PG fo2t I ' BM 1995 PG 17nAW I I I REID0040188818 I USID OFW I h '\ +� -;�- 1 I i EDi JIVES AND CNDY NVP ° `_---=`e / KriE AfMJ------ CA !! 1! '17198�1 PSG iW58 LNDSAY / j__ j ! BM PG 1523 pB 17OW PG 507 ~ `� ` �Wy-• E / !I BM PG 372 BM 1881 PG 665 / N/F ' N --.I •kls4 I PIN i�07995:357 � Im PG 1523 IfA11NE: KAAREN I RED p1334,7q IBM 1984 PG 372 /DB 7112 PG 653 M PG 241ql �P�S DQIS f ! USE Fly I FIN Bill '170799 M / BM 1985 PG 1523Imo" 15581 PG ?M55g RED 0133436 / BM 1984 PG 372 1981 PG 88� i I ZONED-R4 / BM 1985 PG 241 I M IEM PIG 3 I USE- SINGLE FAMILY PIN17OM7311 I pN 110799 72* ,-I------—1--_-- R1D0IM44F4377 FDGR33431f� --- USE' ;` yus . SINGLE AMILY \ — J N/F BOURG'ET. LAMRENCE DB 11931 PG 27W BM 1981 PG 665 BM 1985 PG 1523 BM 1904 PG 372 PN 17079943% REID 0133434 ZONED-R4 USE SINGLE FAMILY SITE DATA CITY OF RALEIGH ASR TRANSACTION NUMBER: j7BD PROJECT: WEST MILLBROOK MIDDLE SCHOOL OWNER CONTACT- WAKE COUNTY BOARD OF EDUCATION SIEVE ZETiS WAKE CO. PUBLIC SCHOOL SYSTEM 1429 ROCK QUARRY ROAD SUITE 116 RALEIGH, NC 27610 PHONE: 919-856-3609 SZETTSD"SSNET DESIGNER: CLH DESIGN, PA DESIGNER CONTACT: KE17H DOWNING REGENCY PARK 400 REGENCY FOREST DR., SUITE 120 CARY, NC 27518 PHONE: 919-319-6716 FAX 919-319-7516 PROJECT ADDRESS: 8115 STRICKLAND ROAD, RALEiGH, NC 27615 PIN: 1706806370 DEED BOOK AND PAGE: DB 013625 PG 01724 EXHIBIT 'VW PAGE 121 CURRENT ZONING: R-4 EXISTING USE. PUBLIC MIDDLE SCHOOL PROPOSED USE: PUBLIC MIDDLE SCHOOL TRACT AREA: 38.23 ACRES PROPOSED GROSS FLOOR AREA (SCHOOL FACILITY): 225,322 SF - TOTAL PROPOSED GROSS FLOOR AREA (TRANS BLDG.). PROPOSED MAX. BUILDING HEIGHT UDO MAX. BUILDING HEIGHT - EXISTING IMPERVIOUS AREA NEW ADDED IMPERVIOUS AREA: 130,094 SF - 1ST FLOOR 46,878 SF - 2ND FLOOR 44350 SF - 3RD FLOOR Z257 SF - TOTAL 54'-5' (3-STORY CLASSROOM WING) APPROVED BY BOARD OF ADJUSTMENT CASE 40'-0' (3-STORY) 12 ACRES 2.48 ACRES IMPERVIOUS AREA OF FUTURE MOBILES AND SIDEWALK INCLUDED WITH THIS APPROVAL TOTAL BUILDOUT IMPERVIOUS AREA: 14.48 ACRES DISTURBED AREA: ±00.0 ACRES FLOOR AREA RATIO. 0.00% BUILDING LOT COVERAGE 0.00% CITY OF RALEIGH PUBLIC AND INSTITUTIONAL USES: 6.3.1.D.2b A SCHOOL, PUBLIC OR PRIVATE (K-12) MUST BE LOCATED ON A LOT WITH TOTAL AREA OF 500 SQUARE FEET PER ENROLLED PUPIL MIDDLE SCHOOL TRACT AREA REQUIRED: 10.33 AC. 450,000 SF (900 STUDENTS X 500 SF.) MIDDLE SCHOOL TRACT AREA PROVIDED: 38.22 AC. OR 1,664,863 SF. PARKING REOUIREME1117S EXISTING BUILDING: MIDDLE SCHOOL PARKING CODE- 1 SP / 5 SEATS IN THE MAIN ASSEMBLY AREA. MAIN AREA OF ASSEMBLY 1,080 SEATS IN GYMNASIUM 1 SPACE/5 SEATS: 216.00 SPACES 70TAL SPACES REQ'D.- 216.00 SPACES °i OYf ,7/ A,. e, PARKING CODE: 1 SP / 5 SEATS IN THE MAIN ASSEMBLY AREA. MAIN AREA OF ASSEMBLY 1,450 SEATS IN GYMNASIUM 1 SPACE/5 SEATS 290.00 SPACES TOTAL SPACES REQ'D. 290.00 SPACES TOTAL SPACES PROVIDED. 291 SPACES TOTAL H/C SPACES REQ'D (PER LOT). WEST LOT REQUIRED. 1 VAC, 1 AC WEST LOT PROVIDED. 1 VAC, 1 AC NORTH LOT REQUIRED. 1 VAC, 2 AC NORTH LOT PROVIDED. 1 VAC, 2 AC EAST LOT REWIRED. 1 VAC, 3 AC EAST LOT PROVIDED. 1 VAC, 3 AC REGIONAL LOT REQUIRED: 1 VAC, 3 AC REGIONAL LOT PROVIDED: 1 VAC, 3 AC BICYCLE PARKING REOUIREiNENTS: 36 CLASSROOMS MIDDLE SCHOOL BIKE STANDARDS SHORT TERM- 1 SP PER 2 CLASSROOMS (18 REQ'D) LONG TERM - 3 SP PER CLASSROOM (108 REQb) BIKE SPACES REQ'D: 108+18 = 126 SPACES OR 30 SPACES MAX. (PER COD SECTION ZI.&A.) BIKE SPACES PROVIDED: 30 SPACES. 15 RACKS TOTAL (4 SHORT-TERM, 2 RACKS) (26 LONG-TERM, 13 RACKS) NOTES 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. 2- DESIGNER HAS REVIEWED AND IS COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE SOLIDS WASTE DESIGN MANUAL J. THE PROPOSED DEVELOPMENT PLANS TO USE THE CITY OF RALEIGH SOLID WASTE SERVICES (SWS) TO HANDLE THEIR TRASH NEEDS AVERAGE LOT SIZE = AVERAGE OF ALL LOTS IN EXIS71NG BLOCK = 1.22 AC OR 53,143 SF. PER CODE SEC71ON 8.3.2-A.2.B. MAX. SIZE IS 8,000 LF. THE EXIS71NG BLOCK PERIMETER IS MEASURED AT 8,107 LF. PER SEC71ON 8.3.2-B.3, THE MAXIMUM BLOCK PERIMETER MAY BE EXTENDED BY 50% V7H A PEDESTRIAN PASSAGE A NEW GREENWAY CONNEC71ON IS PROVIDED PER GREENWAY EXHIBIT SHEET COO.03. OVERALL PLAN - FOR REFERENCE ONLY GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 co z, one Z . V Rqr�., W Q y� oQ"WOh ri _J a - U.�moww�w 2 U W J Lu cn 0 PROGRESS PRINT NOT FOR CONSTRUCTION V, w J 9 w Z) O w o U o H U) co _ H w w m Lu J p _ co rn d � ASR REVIEW #4 PROJECT NO: I DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION OVERALL PLAN -.VA -.VA NIF SIRICKLAND TRUST DB 12723 PG 1118 BM 2000 PG 1337 BM 1983 PG 8 PIN 1708708861 REID 0183453 ZONED-R4 NIF STRICKLAND ROAD PROPERTIES, LLC DB 15491 PG 2758 BM 2000 PG 1337 BM 1983 PG 8 PIN 178709960 REID 0059982 ZONED-R4 USE. DAY CARE ROADWAY IMPROVEMENTS TO BE DESIGNED AND REVIEWED IN CITY OF RALEIGH CONCURRENT REVIEW N/F / MARRERO, JUAN / - -� OB 11986 PG 904 I BM 178 PG 20 _ _ / N/F PIN 178803882 I N/F - - __r MAZZA, LILLIAN G/1R REID 018168 GIBBONS, JAMES E N N/F I MAZZA, ROBERT V/1R I ZONED-RII USE.- SINGLE FAMILY I GIBBONS, ELIZABETH B OB 16119 PG 1584 LEMS, JERF I MCDADE, STEF DB 17178 PG 2199 I BM 1708 PG 20 DB 15365 PG BM 1708 I "I I PIN 1708805841 I BM 1708 PC PIN 1708802803PC20 BENT TREE SOUTH I REID 0181609 I PIN 170980: REID 0181607 I COMMUNITY ASSOCIARON, ZONED -RI REID 0181E ZONED -RI I INC. I USE. SINGLE FAMILY I ZONED-F USE.• SINGLE FAMILY I I I DB 6800 PG 887 BM 1989 PG 1496 PIN 1708804741 REID 0181621 I E HOME ASSOC. I USE °E1'11�• ;eim om USE. • I E.SINGLE I it r it „c I I J N N/ \ 184NIE l / N CONWAY, JERRY B TRUSTEE I FOSTER, L ANNETTE \ !84 / l DB 8917 PG 599 I DB 08316 PG 1246 % \ RISNER, MARCUS EMERSON \ 1 / l BM 1708 PG 20 BM 1706 PG 20 \ 31 /l C , DBS�00091 PG 23 8 / PIN 17089011757 I PIN 178903708 / _ _ — — — — REID ZONED -RI I REID ZONED -R16 / , J _ — — — — — NTE / I , BM 1708 PG 20 / ZOND-Rl / MOHR, JOHN C I - - - - POPE, TERRY M i PIN 1708900709 ZONGLE F I N/F - - - - POPE JUDY G I I ' REID 0181594 / USE: SINGLE FAMILY USE SINGLE FAMILY / MOHR, LINDA C 1 CHARLES, DUANE S DB 07324 PG 396 I Qc j I DB 11336 PG 571 CHARLEY MELINDA J I BLENKER AMY M I ZONED -RI / / BM 1709 PG 20 I I BM 178 PG 20 1 `` 1 USE: SINGLE FAMILY 1 "� DB 16421 PG 1077N 1708909710 v l BENT TREE SOUTH / PIN 1708904754 1 BM 1708 PG 20 I GHA -AR, PGAD116 ABDULDUL 1 REID 0219034 1 I HOMEOWNERS ASSOCIATION, REID 0181597 ZONED -RI 1 ' / ZONED -RI I PIN 178906732 I BM 178 PG 20 1 I INC. / USE: SINGLE FAMILY REID 0181598 I PIN 1708907773 USE. SINGLE FAMILY I I DB 1989 PG 141 ZONED -RI / BM 170 PG 1496 I USE.• SINGLE FAMILY I R ZIONED19R13 I I /'11 PIN 178902694 / IUSE.SINGLE FAMILYf__ 1 - _ / REID 0181620 / I IZONED-R4 _N'USE• HOME ASSOC. / 1 I 1 BENT TREE SOUTH 1 I • I , COMMUNITY ASSOCIA 7ION, -------------- s \ __—__—_ — Vim..-. x_ - „,___j_�—�— I DB 6800 PG 887 BM 1995 PC 1287 ----- EXISTING CITY OF RALEIGH GREENWAY _ --_______ REIDPIN 10219059504 --------------- _ _ I "/� ¢ ~ ------ - -- I L EXISTING CITY OF RALEIGH GREENWAY CHATEAU LA POINTS G-251 _________________ _-- - - - - _ -- ---___ - I SMITH, MARTH F. I ; N _ --- — — — — — — -- -- - USE. HOME ASSOC. -----��------------------------------- - -------------------------------- DB 6808 PG B55 1 ; SWOT, JAMES AND LINDA' --____ =`_ - ----__ "HONEYCUTT CREEK TRAIL" HONEYCUTT CREEK TRAIL ------------ -------------= =----- � _--___-----_-_ -_- _-t'-"�, 'c 4 I I BM 2000 PG 1337 (; I I DB 3506 PG 638 I T ---- yt f _ _ --____ _---------------------�'------------__- J _-r I BM 1977 PG 672 I BM 2000 PG 1337 ; ' 1 -� - --------- ------ tip` _ _ _ r o PIN 17878567 i ------ — _ _ _ L ------ ---- ---------- I BM 1977 PG 672 tXlST1NG c,URB Cvl "" _ _ ________ 0101116 ; � ; I I PROPOSED PARENT ENTR � ' ----------------- REID I PIN 1708800546-------===_�.�. I ZONED-R4 I 1 1 REID 0101163 i — — —------------------- --- __ I----- -- =---- I I; I I ZONED-R4 PROPOSED CITY OF RALEIGH EXISTING CITY OF RALEIGH GREENWAY EASEMENT PRurumo CURB rw -- ------------- _ - - - - _---- _ _ ___-__====_=__ _ _ ____ USE SINGLE FAMILY - - -_----------------------------- _ - - - - ------ if — - / GREENWAY EASEMENT "WAKE COUNTY WMMS" G 674, �jPROPOSED PARENT EXIT _ G 675 ^ REMOVE EXISTING ---------------------- _ _ _ _ _ __ _-------'- \� \--� ' DAMS, RO ERT ANDr STAINING "EAST FORK MINE CREEK TRAIL" (TO BE DRIVE ___________ I ; WALL EDGE OF GREENWAY EASEMENT TO —_ __-------� 2951 NE ; REMOVED AND NEW EASEMENT RECORDED) STREAM TOP OF BANK DB 2951 PG 913 , I BM 1977 PG 672 ' �'I I i .. ��v�� `'�'•:. `\�'• \ \ �`„ _ , l PIN 1708800435 i y CUT -PROPOSED �.�, �\ > REID 0101160 1 WETLAND BUS/STAFF/SERVICE C ---_,ZONED-R4 ; I RETAININGT ENTRY &EXIT J/ MISS- S\INOLfEAMILY � i - — .. — — \ / DAWS$ DAN AND LESUE- DB 2763 PG 189 BM 1977 PG 672 � , � � STAFF AND VISITOR PARKING (54) RETAINING WALL \. l' PIN REID 0100 574 I i I I / _ J11111LI _ _ ZONED-R4 , I I / -► y -► I I I; \ I % / \ USE. SINGLE FAMILY �� i I / •� -� ~ _ FEIII_ '� -• BASKETBALL \ I I' 9. 9 \ \ , / VIA, RONALD AND JOANNE� I I ART PAT10 r--�--I r \ — — — — — — _ DB 2635 PG 293 I BUS LOOP \ BM 1977 PG 672 ; l I ENTRY PLAZA \ I� I '• �� / \s' PIN 1708709295 ; I I \ I �---� '1--------"'- / • , REID 01011514 /; I I BUS/DROPOFF/ENTRY PLAZA DUAL BASEBALL AND SOFTBALL FIELe / sY ZONED-R4 I _I \ \ I ' ; ' USE SINGLE FAMILY , I \ N/F \ THE LITTLE BANK INC \ /F / I / I BM 1995 PG 246 \ i / N • \ i 1 0 \ \ DB 16027 PG 1099 DE LEON, AR UR AN� \ STAFF AND VISITOR PARKING (28) \ \ / \ / I 1 \ HAN AH \ i I �` / i I I " I PREID7021140984 \ / DB 963 PG 455 �; H / N� \ � .j I i i t 1 � \ / / \ / �. ' / I -' � -1- USE. OFFICE mod' BM 1,417 PG 672 / / STEVENS, ROBERT AND? �; PIN A08709156 ; I I .•.�. \ / / \ / - /�1. /EILEEN S0101151- OB 2635 PG 293 \ I D I I I \ / \ \ / / I I -i- - / BM 1978 PG 476 USIA�GLE FAMILY i I •• / 1 \ / / / / PIN 1708708089 , ; , 1 S CE SERVICE DRIVE .• _ -- REID0101148 i \ i I \ \ ZONED-R4 `\ - - • - - - 1 - - I I Q/ / USE SINGLE FAMILY OUTDOOR DINING ❑❑ STAFF PARKING (124) / /� t I I I Ii '47" ECOURTYARDQ/N 82'39 - - I N/F / I ----------- I I N GALLAGHER, JAMES AND I I I AMERICAN OWERS LLC 1 I 1 '�' / I ; DB 16655 PG 693 / ELIZABETH / E I _________ / DB 7433 PG 143 / ; I I I — O / I I BM 1977 PG 672 BM 1995 PG 1777 / 1 i i t ' I I / / ; I PIN 1707998973 / BY 1978 PG 475 ; = _ _ _ / RED BM 1978 PG 476 / i I o — — ; i / I I ; USE.•O139379 OFFICE I PIN 1707799910 / REID 0105755 i I I - - - LA I - TRACK AND FIELD 1 - - - ' /�� --*------------------ / ZONED-R4 / : ; I 1 0 � ` 1 / I - I / USE SINGLE FAMILY 1 / / I , I I / o5Vol t I I // N/F-----------� I ; / 1 EISIER, EHREN AN6l'Lj I ° NICOLE / �`G` I I S 8722'20" E I / DB 7433 PG 143 ;n I I — / , L l / / BM 1978 PG 475 ' I I I / I I 191.86 — I / PIN 170789826 i a / / \ QUEUE DRIVE AND REID0105754 1 S �, \----------- l \ ZONED-R4 I - EMERGENCY TURNAROUND / l 1 �ISE.• SINGLE FAMILY I ` _ FUTURE MOBILE N/F \ DRY----------� / PROTO, MICHAEL GLENN1% 1 WILCOX, TIMOTHY AND � '- � � � ` _ ~ \ DETENTION I I DB 16868 PG 791 1 BRENDA I N ``�®� "� , _ I - - - - BY 1707 PG 8 �� DB 11315 PG 170 I SIMPKINS, R�NEY AND �'� * t ,� ` _ X ti I L - - - - - PIN 1707890731 1 BM 1979 PG 550 KIMBERLY REID ZONED R43 1 PIN 1707891644 I DB 8240 PG 1385 "@� ` REID 0110185 I BM 1979 PG 550 I \ � � _ _ ` / + I ; USE SINGLE FAMILY ZONED-R4 PIN 1707892643 I "� \ 1 USE. SINGLE FAMILY I REID 0110186 t„ I i \ ` ZOND_R4 I \ ANNE JONES wEA1HERseEE, `~'-�� wl I N/F \ TRUSTEE 'x ` ` ~` �- _ / — / /+ \- M I USE. SINGLE FAMILY kLLAZO, JORGE AND IRM OR SUCCESSOR TRUSTEE ,_ - I / TRANSPORTATION &MAINTENANCE M1 DB 14836 PG 2636 OF THE ANNE JONES / I N/r ' `"`� � - % — % / / BUILDING i nI N I I BM 1979 PG 550 \ WEATHERSBEE REVOCABLE/ KINNEY, JOHN AND MARY , `" -- - - �, I 1 �1 1 I PIN 1707893640 \ TRUST AGREEMENT / DB 4122 PG 718 ; ;-x__ - _ _ //. DRY DETFNTIOM I REID 0110500 \ DB 150604 PG 532 BM 1979 PG 550 i i / , , N/F \ "� r �� - 1 I � ZONED-R4 \BM 1979 PG 550 PIN 1707895569 f1 f SCHUERMANN, NICKLAUS IrIN -'"== x ` � ` �_ - - - -;�-'� � � I i N I 1 --kE. SINGLE FAMILY PIN 17078946431 REID 0110502 f J AND ANNA 1 -�* - _ 1 i BENTSTAR ROPERRE� I \ REID,01105Q ZONED-R4 ❑ J i DB 16581 PG 332a "� -`# ` _ I I j i LLC I I \ USE SINGLE FAMILY I DB 11346 PG 1021 yZONED-R4 \ BM 1981 PG 665 BALLENGER, I I 1 1 I \ \ LIM SINGLE FAMILY \ � � i'r � / ,' PIN 1707897573 I DAWD AND FRANCES � • � � "�� _ _ _ _ ; I � i BM 1995 PG 1777 \ _ , �/ , I DB 4787 PG 71 ��„` \„ _ _ _ I i PIN 1707999519 , REID 0122747 / \ BM 1981 PG 665 t„ I I ; REID 0401689 I I \ KILBRIDE, DAVID AND f / f ZONGLE F I PIN 1707898573 / I I >! i USE. OFFICE ; I CHRIS71NE ; / ; 0 \USE. SINGLE FAMILY /� , REID 0122746 I DB 140305 PG 81 , / , \ I N/F, \ J / HAS CHARLES AND N G BY 1979 PG 550 i � ' N \ ZONED-R4 / I � / FI,tSLLEYSARAHUA AN I USE: SINGLE FAMILY / CAROLYN JONES, CALVIN AND PIN 1707895489 � \ REID 0110503 �' �r �'DB 15SA H 1814 \ I DB 7017 PG 1655 I ESKRIDGE, CLYDE AND COLLEEN ` �'• EXISTING CITY OF RALEIGH GREENWAY I I I ZONED / BM 1981 PG 665 LINDA DB 10417 PG 2679 / - / -.USE. SINGLE FAMILY , ; BM 1979 PG 550 \ I / PI 1707899446 I DB 16483 PG 1887 BM 1981 PG 665 / N/F I I , %, PIN 1707897416 \ \ --' SA GEWOOD SQUARE G- 75 I L / RED 0122744 I BM 1981 PG 665 PIN 1707991487 / WOODYARD, CAROL a I / f % REID 0122748 \� ONED-R4 I REID 0122742 / DB 8152 PG 215 I N �, , , / PIN 1707990476 ' SLADE, WILLIAM AND ANN �ZONED-R4 USE.• SINGLE FAMILY REID 0122743 ZONED-R4 BM 1981 PG 665 1 / DB 3046 PG 987 �' // �`! �1SE. SINGLE FAMILY / \ \ _ � ZONED-R4 USE: SINGLE FAMIL� PIN 1707992482 N/F \ / REID 0122741 iSAAC RMESH AND AN „ _ 1� - - -USE. SINGLE FAMILY , r--- _ 'i BM 1979 PG 550 , , � r I ,--- 0� l PIN 1707895420 i / i "/F _ / ZONED-R4 1 DB 11931 PG 2700 , I p 1 -•, �� t� I j EN CAP P f v/ REID 0110504 �� ' l �^ SWAIM, DESIRY AND \ / \ USE. SINGLE FAMILY BM 1981 PG 665 o ;� k na,esj ZONED-R4 , , , BLYTHE I \ / -� PIN 1707993396 _ EDILlM, JAMES AND 18 I N/K T _ _r- , / / \ ' DBE 17185 PG 1318 S ANNON, KYLE AN I - / / , , �/ \ — REID 0122739 I _ Z �z , _T ---- _ S USE SINGLE FAMILY , l , DB 15675 PG 2179 I I ZONED-R4 -'' I B 1981 PG 665 uNDSAY / -=_� f IS i # i BM 1979 PG 550 �- O \ \ i /.' i PIN 1707896395 I I USE SINGLE FAMILY BM 985 PG 1523 pB 17000 PG 507 I f 2 14• E O I BM �984 PG 372 IIBM 1981 PG 665 / N/F I N� -� 84 I REID 0122749 1 I PIN i 07995357 ABM 1985 PG 1523 OAYNE, KAAREN II I I I GREEN, PATRCIA ` -1 ZONED-R4 MOURNING DOVE RD. I REID Q133435 IBM 1984 PG 372 /DB 7112 PG 663 AND PARSONS, D IS USE. SINGLE FAMILY 50' PUBLIC R/W I ZONL�D-R4 BY 1985 PG 241 / BM 1981 PG 665 BM 1985 PG 1523 1 I ` I USE. SINGN FAMILY I PIN 1707996333 BM 1985 PG 1523 I DB 15503 PG 6 f I -- I ^ REID 0133436 / BM 1984 PG 372 1 BM 1981 PG 665 BM 1987 PG 941 I f j ZONED-R4 BM 1985 PG 241 BM 1985 PG 15t'3 BM 1984 PC J72BM 1981 PG 665 L — — _ _ I i ; USE SINGLE F)M LY PIN 1707997311 1 BM 1984 PG ;g I _ _ j REID 0133437 PIN 1707997228 -�- ;��''-=1_ - -1- --ZQ�VD-R4 I REID 01334381 USE: SINGLE ILY ZONED-R4 USE' SINGLE FAMILY N/F BOURGET, LAWRENCE DB 1101 PG 2700 BM 1981 PG 665 BM 1985 PG 1523 BM 1984 PG 372 PIN 1707994364 REID 0133434 ZONED-R4 USE SINGLE FAMILY co one Z . V Cyqr�.A�1 ggl~7 C) LLJ n w ,� Q y� Q+Wph U.rmR 2 U r0000 J Lu N 0 PROGRESS PRINT NOT FOR CONSTRUCTION 2 C� Lu 9 w H � � O v7 w o U w o H U) coo = � H W LLI W Z 0 cA ASR REVIEW #4 J C) C) t� cn uj J in H uj m v� co N 0 cn Z J = O O0 cn �o J Q a Z a� co PROJECT NO: DATE: 582633 1 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION GREENWAY EXHIBIT -FOR PLAN REVIEW ONLY RALEIGH GREENWAY EXHIBIT COOmO3 GENERAL NOTES -EXIST. CONDITIONS/DEMO n'XNow 1196INLE DIODE EAr1IXf 1 r118AP6 Q. 910f 1 9°' 1 ri-L�ws s �rw riwww �y in MIAMMANDist f Iariw � /-- A � r--- I fte i 16 pr1.N AWJ ff�- l a.rs'-i..r I 1! aL i I .- r-r�-'mar opmorion t own= .2 z � / m - om r 1 I \\N, -x>r aK x ry(a�wx�J .0— xK - ILW Iu7ERAu Se M w . aA= l alr[Nlrs n/N - flaw QAIRAIJ / \ke \ moom 1 �...,... Nn_Mar \ w ae-sr I ae - wen' \ aK-4 WI a - wnfr W. - ew.fr (NCI tams-sarrv.unaomnarE.�vfr / 11 n�ws iOrr P..N' �'�S 1 ::EN:' I OR M11111 morl S NCM fwar _ i -�� I // �_� I rnr I r ra.w- I ffll �...r.. DID I 1 I FSKEARDID PC M M / Is rv` re` I — �u rMwizim IN. IllowliNE -=E° �-�Ai_''-� �'^_' ��'` — _� — �e-�--=='-.,�—■ --/ i aam�rs�--- �� `+ Sarre .infra Mr I f r:.AN /Its Mm DD.— MY 1. ALL EXISIING SIRUCIURES AND UTILITIES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSIRUC710N. IN GENERAL, FEAIURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED. 2 ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT 70 PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT SIDEWALK, OR CURB AND GUTTER, ETG ANY DUS71NG PAVEMENT, SIDEWALK, CURB AND GUTTER, ETG 7HAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER 7HE SOECIFICA71ONS AND DETAILS OR 70 MA7CH PRE -CONSTRUCTION COND17IONS (WHETHER OR NOT SHOWN ON 7HE DRAWINGS 7O BE REMOVED). J. ALL UTILITIES OR S7RUC7URES NOT INDICATED FOR REMOVAL OR MODIRC4710N ARE TO REMAIN AND BE PRO7EC7ED FROM DAMAGE 4 ALL W4S7E MATERIAL GENERATED FROM DEMOLITION AC71V171ES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE W17H ALL APPLICABLE RULES AND REGULA71ONS 5. EXIS71NG S17E BOUNDARY AND 70POGRAPHIC SURVEY INFORMA71ON WAS TAKEN FROM SURVEY BY MCKIM & CREED, PERFORMED APRIL 25, 2016. 7HESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXIS71NG INFORMATION 807H SHOWN AND NOT SHOWN ON 7HE SURVEY AND ANY CHANGES 70 7HE EXIS71NG COND17IONS 7HAT MAY HAVE OCCURRED AFTER 7HE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXIS71NG 97E COND17IONS PRIOR 70 CONS7RUCRON. 6. INSTALL 7REE PR07EC71ON FENCING PRIOR TO BEGINNING CLEARING OPERA71ONS INSTALL CONS7RUC71ON EN7RANCE AND PERIME7ER MEASURES, 7HEN CLEAR AND GRUB ALL AREAS AS SHOWN AND REQUIRED 7O PERMIT INSTALLA71ON OF NEW CONS7RUC710N PER SPECIFICA71ONS AND DRAWINGS EXIS71NG 7REES, SHRUBS OR 07HER LANDSCAPE MATERIAL WHICH WILL CONFLICT W17H NEW CONS7RUC71ON SHALL BE REMOVED (WHE7HER OR NOT SHOWN ON 7HE DRAWINGS). ALL CONTRACTORS SHALL VISIT 7HE 97E AND OBSERVE EXIS71NG COND17IONS PRIOR 70 BIDDING 7. TO MINIMIZE DAMAGE 7O EXIS71NG 7REES NEAR 7HE IN7ERIOR EDGE OF CLEARING LIM17S, 7HE CON7RACTOR SHALL CUT 2-FT DEEP 7RENCHES ALONG 7HE UMI7S OF DISTURBANCE, SO AS 70 CUT, RA7HER 7HAN 7EAR R007S a PRIOR 70 DEMOLISHING EXIS71NG S7RUC7URES, MAKE AN INSPECTION FOR ANY HAZARDOUS MA7ERIALS CONTACT ARCH17ECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE U71UTY SERW= FUEL TANKS AND SEP71C SYSTEMS ALL WORK 70 BE PERFORMED IN ACCORDANCE WI APPLICABLE FEDERAL, STME AND LOCAL REGULA71ONS 9. VERIFY ALL ILLUS7RA7ED UNDERGROUND ELE11EN7S/URL171ES EXERCISE REASONABLE EFFORTS TO PR07ECT ANY UNKNOWN UNDERGROUND ELEMENMIWIL171ES. N07IFY 7HE ARCH17ECT IMMEDIA7ELY IF UNKNOWN ELEMENMIU711.171ES ARE DISCOVERED 7HAT WOULD NECESSITATE MODIFICATION TO 7HE PROPOSED DESIGN. 10. CONTACT U71UTY LOCH 71NG SERVICE AT LEAST 48-HRS PRIOR 70 EXCA VA 710N. 11. PR07ECT ALL ADJACENT PROPERTIES; 7HE GENERAL PUBLIC AND ALL OF 7HE OWNER'S FACIL171ES. SHOULD DAMAGES OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY 7HE ARCH17ECT. 12. ALL C0NS7RUC710N 70 BE IN ACCORDANCE W17H ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFIC47IONS 13 ALL EXIS71NG VAULTS, MANHOLES; S70RM DRAIN S7RUC7URES, CLEANOU7S, ETC. SHALL BE ADJUSTED AS NEEDED 70 MA7CH FINISH GRADE. 14. DEMOL1710N AND PATCHING OF PAVEMENT, SIDEWALK, CURB AND GUTTER AND 07HER EXIS71NG PAVED SURFACES IN ADD17ION TO 7HAT INDICA7ED ON 7HIS PLAN SHALL BE PERFORMED AS REQUIRED 70 CONS7RUCT AND INSTALL NEW U711.171ES. ALL SUCH DEMOLITION AND PATCHING SHALL BE INCLUDED IN 7HE BASE BID SCOPE OF WORK. SEE SHEET --FOR PAVEMENT REPAIR DETAILS 15 7HIS 517E IS NOT LOCATED 117HIN SPECIAL FLOOD HAZARD AREAS AS DE7ERMINED BY FEMA AND DEPIC7ED ON F.LR.M. MAPS 3720170700J AND 3720170800J EFFEC71W MAY $ 2006. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPER7IES UN71L 7HE OWNER N071FIES CONTRACTOR IN WR171NG OF PROCUREMENT OF APPROPRIATE PERMI7S, EASEMENTS, AGREEMEN7S� OR RIGHTS -OF -WAY. OVERALL PLAN SHEET FOR REFERENCE ONLY WITH EXCEPTION OF GENERAL NOTES U w 2 U W J Lu N 0 co z, one Z . VCyqr�.�1 to Ls�, q;5;; C) LN n w Q yeqQ+Wph � o H� �*a U.�moww�w PROGRESS PRINT NOT FOR CONSTRUCTION Q z J O U 2 O z 2 C� w J 9 w H � � o a)~ w o U Wc) Lu U) lzr coo = F- �, � w W J z p cwn rn a 0 ASR REVIEW #4 r�1 I PROJECT NO: I DATE: 582633 DECEMBER 20, 2019 GRAPHIC SCALE REVISIONS DATE DESCRIPTION 700 0 50 700 200 400 ( IN FEET ) 1 inch = 100 ft. co vnn VDID co EXISTING CONDITIONS AND DEMOLITION PLAN - OVERALL \ \ \ DB 2951 PG 913 I i / """ \ \ \ \-----� \ \\ \\ \ \ II BM 1951 PG 913 _ _�" ' """ I /�� _ �-r \ - I I 11 11 I 1 I I I (( I \\ \ RIM - 40706' I 1-1 �0g� // B \ r%%%%%% I C S/T, \ - l 1 II PIN 1708800435 I 4, /c> / / / ,-� � ' I EVIDENCE S GEST SERVICE LINE \ \ \\„ -- -- _ _ ^ \- =-� ` 4 \ 1 1 I I I I III ( I I /-' I META�RISER \ \ \ \ \ \ \\ \ }, INV. - 397 53' / REED 0101160 n � ,- � , / / , / / r \ \ - J,V. 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EASEMENT 1 \� �- / \I rrrrr 1 / / / / C ✓ �� - - ��/ \ \ \ dD DB 2763 PG 189 BM 1977 PG 672 1 / / / �. - I""" / / / / / // �� '\ - g / \ \ \ '� \ �;f�75 SF / 0.�8� .+G ,�\`• .'.'.'.. \ l BM 1977 PG 672 1 \\\� EXISTING / j / - 1 '��// , / / / / // ��_ _ 410= - �, -�\��- / \ \ �-\� ;•�-} •�' _ / 1 II \\ 15' DRAIN�lO� rrrrrr / / / / / _ _ - -- / / / \\ / \ _~ \ \ � .. - PIN 1708800314 FES 11 r \---€ASEMENT I ►rrrrrr / / / ,- _---- _--,. ��^ / �� \�`� // / -/ \ / - "\\\ �\ ¢13 �\ 6 P 2 / l 4NF .SIGN / / / / / \ / REID 0101157 / / I / /////l / / / - - - - INV. - 400.24' 11� r//i ",iiii // / / ----_---J/ J \ \ \ - �\ \� �\ �•� ( ) BM 1972 PG 672 / / / / / / -415-� \ / C 'L`. / \ \\ \ - • ZONED-R4 J X // S C , rrrr u�///// / g / / / l / /- /�� / r \p / \ \ �J ,-- USE SINGLE FAMILY / _ I / �// / r . 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I I \ \ \ --_ x .0' ; \ l l r J r / / i / / / / /// / / /J _l / / MANAGER AT RISK SCOPING NOTES / �H € � CLF C v \ \ -- r r / 6 \ / / ( _/ / / cn do % \� \ / I I I P%/* ' ��3A� DIRECTIO \ f�nl` \\ \\ _� i?\ / /.rrrrrr rrr /rrr rr \ '/ � / I ( I , • r-�r1� I�v`\\ \ -- dl�rrr / \ F,c;� / f//l 9/ ( ,,,,,,,, �,,, (rrr, rr \ / / / I I t��+/ .�# �=:aq 11 I \v) v� .-, \ `�( I / / I I / 1 / / V/ �_� # C !- \\ yam` /irrr�/ \ \�-- / /l ( ///;;;;;1/;;;; ;; \ \\ / v ~' �,� r� \ rrrrr, ..rrrrrr rrrrrr. rrr // rrr , VIA, RONALD AND JOANNE / yJ. t' / I D rrrrrrrrfrrrrrrrr, rrrr ,/ rrr \ a \ N� / �-F- // LP �� /f // // I III l % ��' j / �+ D /n\ �_--- D \ FOUL POLE \� � 1 � `I ��\1\ \"� D -� r � �?��'h� \\ / / I / l J /�;;;;;;, rfir /r/ r/rr \ l / / - ,/ . \ P 1-1/8' DB 2635 PG 293 / / 1 I l l I /.rrrrrr �� \::::r////'o} ."�' // ::'rr'r ( / �v \ i \ r:: / SH BM 1977 PG 672 I // \ / I I !Iiiiiii 'r1'.�iiiiiii/T' / :: ,n / / I / �Q VQ/ J / l / \ �, II 1 \ \ ,,`I \\ /. \ PIN 1708709295 / / / 11 I // J 6 \ / / 1 / , / \ / / \ ` II l \ \ ,♦• • • ,,'-- 0 _-� /1/ / { .,rrr ��p��J� , , ,/r,//„/r„/,71�„/r /, /r / \/ \ / r,r,, / \ \ REID 01011514 / / �.. //� /(� ,I / / rrrr, �3 ,r, ,,,,,r,r ,,,,Ir,,r� „ , /r,r t p ( / / �� / % / \ ,a \ \ / // 0' / I- ,::::: e � r',r:::"r::','wrrr7,�rrrr i rr .r P I \, / + ) �r„rrrr%/ /-�_4201 �_ / ZONED-R4 / / �� / /5��'� �/ O J Y �4 r r ,` rrrr p� r , r rrr .o .P ( / l / / / // / l \ I II / ( \ \ \\ \% ,1� ,� / l- ' `\ _ l / /iiii// B " "/,iii' iii//S�"I �//-r ,/ rrr.,. >JS / / - / - - \ \ USE: SINGLE FAMILY / //� /� JI�/� IQY I J 1, ��(Jrr,rr.� r' rrr 1� C I .i � / B I I II I PWR MiR 1- r \ /jam U /,rr//r, „ .,rrr /,, �,//„ //; rrrr / `� + WOODEN ST �! " / - / // //,50, woDDsl l ( ,r,,,,/,r � �/„r,1 r, �rf,,, ,r,r,,,,,,\� ,,,,/ BOLLARD `1�� I 1 J r �i f�,rrrrrr,rrr r, rrrrr,rrr rr \S ? / /� j///�///� �_ f? / ( I r //// rrr„ilf�/i,/ „ r ,/r,//,r1//,// 'ii;ii \1 / / / / D \ ) , ,. / '!/,///,///////11WoUr// ,,,,,,,, 6 "'� U ,,,,, r,,,L, ,,,/ , „ ,,,,,,/„/,,,/, �J 4 ,,� -r/rr„rrrrrr,rr4'd. .r" Lrrrr, r„rr, ��' --,/ ///�'�� I I � / r„/r,//r rr„r rr , „rr rr,�„r/ry/„r r „ \ / / / I / / B I III / „ / �/lirr„rr„r„Lrtlr,rr„rr„ „T.Y.L r,rr,,, / ? S . I- //////,/// I / - ) \ ( `\iiiiiii/ii'rri'ii' it i' ,iiii iiiiirlr'l"I// ,i \ I �O •/i/ j 1 1 C8.1 \ r 'r % / I�„rrrrrr'.;'7�„rr„r„rr„rr rr„rrrX;iT ', 9 � Ili / //�///�� I l a / \ \r„rrl.,r„rr„ rr,rrl� r, ,�,rr„r ��„r„�irT r 1\ I I I OP J / / I 1 o II / l l // ,/i,,,r,,,rr,rr„rr„r„rr„rr rr„ r„r„7� / // / ,,,, 11 �- \/ / I .� \r� r/„r„rr„ r,rr„ , ir,rr, ,r„rr„ r'd \ \ I ( C 1 GRASS tl ^ / l(U r, // / /rr„rr,ry ,rr„r„rr„rr �r.i..ii ,r ,rr rfjL1 r/rr//rr/rrr/rr rr/rr , rr/ //r /rr//rr/rr rhJ'� I \ I o /„r,r,r,/„r,r,r,,,,r�-- -�# rtrrrr7 / _ r/,rr„r/, , „ ,r /,r , ,,,, / ,,, rrrr rJ1 9 \ I O� 1 II l rry/ / ///rr/rr /Jrr/rrr/rr/p-�-' 420 •crrrrrr / / / I m �o rrr rrrrr ,� �,;,,G ,rrrr ,,,, rrrrr „: a I Q I l l „r, / %,,,,r,r,y- I� 4rs2t'- / // / / / LP rr rrr rr/rrr/i'![�rr/rr r/r , / rr/ rr/ /I% / I I l rrr rrrrrr /.rrrrrr.,., i1NV - OUT.'413.05' C, ilk NA / // /%/ / / / /�a1L /r //, r/,rr/,rr rr/,/r////, /, ,\ /,r „d I / / / /i/r , / too/rr// ,rrrrr�f+� \ IN / r %/l 2 /r // /rrr/rr/ rr/rrr/r / ,rrr r rrr! rr 1 p I II LP err a rrrrrr /rrr/rr �-IVP - Il 1318' V� DELEON, ARTHURANDHANNAH / / J// �LI I I IR / kp`L" / \\ LJ �� r/ rr rr/ rr,rrrJ�'i ,rrr, r/ prr /r }� / ICV \ I I / I ,/ // / / /i/rr//lrr/r,�j IN -IIG 3/16'FLUSH DB 9638 PG 455 //// // / J /I / `� - i j - rrr „ !./` ` B I/r rrr {) C I / \ 1 / rr f / / / /rrrr/r�i/rr/rr/+ 1; // / ///// ---- / rrr „ %: ';;;;;;;�;;;;;',/::::' , „rrr ,,�/ �I / I II l ,,, .� 1 �� \ BM 1977 PG 672 ////,S I Io =-'� / -. ,r r,r r,r,/rrrrrr, r, rrrr, rr rr r;n� l I o \ l / /-r,// / / ,rrrrrr .rrrrrr / r '3 Y 'I-, PIN 1706709156 / / \\ l I l l -' / \ /r /// '::::://///// ' '/, // /' 'e •. ' a / /r,r// / / „r, ,,,,r♦ / �a /�/ / // //// l J - //1 v I + N BASEBALL FIELD / II / /r, / / / ,, : -'.0 / / O L r /rr/rdi/rr//rr/r /rr /r// a ^ \ / rrrrr rrrrrr +�/ i C / REID 0101151 '� c /� // \ \\ �I / �` // I III, \ / f ( / / �� h I / I \ \ / I II l l / ' / / /r/rrr/ir//r/ l // \ ,/, , /r r/rrrrrr//r ~ / iiriiiiii/iiii �' ,iiiiil ' I + \ / /r / /,,,,rrr �'Ic \ ,/ // ///// , „ / „ /r r , // \ ZONED-R4 V / /�/V/�/� \ \ Ir/ / 1 I I I/ 1 / /��- r \ / / rrrr/rrrrr rr/ r�r j /Y // / 0 \ / / l �/ / / /rrr/raj' /rr./ h /// \\ \ USE. SINGLE FAMILY / , ////,- \ \ 1 PINCHEDI'ElP I I / / / \ /\\ 1 r r /.rrrr /rrrrr'. '// / / / \ I \ / ) IIl / / �:/ / / l rrrr/Grr/r // _ A \ �O'/�/� \I \\ I I I 1 1-1/4 \ AS i I I i I \\ G r� / ` / / / M \ „ / / r / / / r ,// r / / , + J / �./ // /,/r/,r „ /, /,rrrr .,/r \ Ns . / �// /%// \ I I I r „�' ,,, / /J� 1 \\ /// D / L / ; �l l l / /;;;;;��;;;'/� �// /moo -i �� / I'>- /j / / / /� I / \ I I \ 1 I I I g I \ i ��, , �„r , ; / / / / RIM - 413. 3 \ ----- / I / / / l , �. / - ( �� // .,rrr //r/ ?o os• // //7Il // / / \ I \ \ \ I I I \ H ,,,,, / g _ �,I 11 / r,l /;;;; ;;;;;i // / \ \\ Ws\�///l I�j� I I \ I \ I I I si�N. r/ ,,,,, l (� IN - 411. 8' () I (\ BASE I ,r/ I l l v Ill //qla / / N / /1 / / l ( 1 \ \ I \ \ 1 � ,""�, '' / \ � ' () I / ( III I I ,,, / l ,,r,/r�/rrr/4 1 \ INV. - 411. SW \ �." / \ // ///,//,/// \ I / / / fig 1 I ( I � \ I 1 ` \ I I \ \ c .�J,, 1 /L p / \ B \ I \ • / 1 „� / I I / /,,,, //,,,, / / ti / r \ D / //rr S7EVM ROBERT AND EILEEN I I 1 \ \ \ / 1 I / II I / I / 'l / 1 I v` \\ DB 2635 PG 293 / /1 //// 1 ( I 1 \ I I I &, \ SIGN ,- / + \ \ 1 '- � / \\ II / ,,, ,, �1 / // / _ / 1/// / / // I I I I ac 2 �' \ � I i / \ I I i I ( I / , / / 1;;;; �;;;;; . %\ � Icv2 1/ 1 / // / I BM 1978 PG 476 J//�/ /l / I I I \ 1 I 15 FS �E- ,rrr JUL/FPOLE RIM - 414.25 I / \ \ I I ,/1 / I ,rrrr r r r r l/l // B I PIN 1706708089 / /i/ / I I I I I I \ " ' \ C C r ,\ \ I / I SaL \ C II 1 I I ,,, / / / ,,, / r/: rrr,, // / I // / � I INV. 406.90' „ / REED 0101148 / //r �// I 1 1 I I 1 1 • / r / % C' 1 INV. - 412.15 \ �/ / � I � / �/,//�,//,,/ I / \ / I C' �5�/ \ RIM - 418.93' II l l / ,rrr/rrrr, r/ // \ ZONED-R4 /// / /�l� I I I I 1 I I I I 1 / • / / / �� / / �� \ `\ \ \ l l\ \ INV. - OUT 417.04 � I � l ��/ I I Il � 1 ( // / � USE SINGLE FAMILY /// \ I I I 6 / ¢/o ! .%, \ \ \ / \ BASE I + / I l � /rrr / r r / / r Q�/ r,rr�,,,,,/ / ,, \ \ INV. - IN: 417.06' I /� / I '//r ////fj -+�/\ \ � �'��} ,ti /� /� 1 � I I / I I 1 ■• �' / / / C ICV I 1 / '� \ \; 'Z \ \ � \ l I l l I rr I ::::'�:::: / / I 4 / ) ) ) / / / / - I \ / /// / /�// // / / I / / 6 / % / / / / / INV. -4d41 t-Q' / I / o^ �;/ \ \ �\ E ► BULL PEN I // / / ,l/ / ' / �l/ RIM 419.35' / \ k /// '7 ( / /\ / / / / / c'-\ - #\ I \ BASE / /„// //„' /// �1 / I INV. OUT.414.12 / I �' �' -v F-/7 F // \ g -l- # 1 ' l I /A 1, / iiiiil # / / / PI cHm olr l l / / / M C / / "� \ ) - \ / r ,/ IN - IN: 414.46' \ \ g / g1rl ,// I \ / / _ // I / / // / ��,% ".�-i /'/ ( / / ��, a\ l \ \ \\# I / �r^I j I „ % l l i ,,, ,,,,� l / I I _/// // // / / / / M E r tr r r10- \ / r / ti \ \F INV �18.44' l I / l f / / I 4" CL/ / ^� �/ / i / / / / / / / / C l ' \ M I ( / / '/ / I INV. - / / / I % � .�.t v//1 / //r�i. � \ # „ / / //rr/ ,//// / (// l / / / / / rr r �: ��, ,�.� \ l \�;r,�„ ��/ D \ \ \ C o / / / /r/,'p",/, / / /�\ /( / / / I/ I / / / / / / . �fst 1 \ l I r�r,,,, l� \ 4r /.rrrrrrrr/ /./ I APPRG / I�\ //� I I / / / / / / �,r ,�. \ I �,�,,, M \ \ I / ,,,,,, ,,,,/ I )\ ///, / / / / / I / / / / / // / / --� ', '- rr �\ \ / 'f' _�, ��`� \� 1?a \ li/r, l /iiii //iiii �/ / I ' / / / / / I Lr)/ / / easE q° \ c � I INFO _-J----�, ��P� \ B' C •BASE l /�/r I ( 11 / // I l / / l / / I/ / / / / / // // r' ..3/r rr \ '�?�` \ -!r, \ ( ., :r,::s,":/ , \ /�� 'l', TRASH CAN # rl / l rr/r l i1 / / / / / / / • !/ r\� \ �.r \SIGN -- r\ \ �„ / /,/,/://// r �°( I / l / / /1' / / CA ,� S' F �S'v r C \ I 1 \ \ INV. - 418.33' # RIM - 419.28' // ( I �� // r // � �l / sF, / l / / I / / / / D D '� \ 1 \ ` J C I 1 r # ✓ D „1 rr,, /r,rr� " B / INV. - 417.34 / % / .c , - / rrr/r rrr, q C_ \ ayg \ \ BULL PEN l l I �I / / // / / DcOO // I �5, / I / �O�/ I / l / / r v t & q� \ \ ( Y. \\\\ ` • p T 8 C • C rr I I /'r,r1rrrrr/ 11 I / l / l / I / / / / l / I LP . \`£yC \ I `\ � / / �a\ \ OS BASE / / r/ l / I �7 /rrr'�r/rr / / / I C F \ \ I / \ / r P _ t,/1�'/ l ,� /,,,,,/.,,,, I / / , / , , , / , , /I / / , / I , . \ `� \ \ \ I \ \\ / /C 7�\ \\ \\ \ ¢ # C �,��c�• R /;;;r, 1 fr /r,r, rrr,. y l / / / / / I 1 61t) I t \ \ \ \ \ I ! G4 \ \ \ cam# I-,\i'�' "r, M , /;,,,,i I I // / /I /W / / / / /, �T \-\ \ \ I (Ir # C' /, I I l/////pw)F/ k/ / / / / / I / I / / ►InODs / I I ( ► G \ I \ \� l , / 1 \ • r , r r, `� \ \ ASH CAN ,rrr /////1# cIT � I / / JC�'�41 ''' SE 1 \ T r l / IIY TRASH C \ I P 7( -iiir, / /rrr/ rrrr/ ( / / / / I / Y/ I I l 1fyS ICA t4 C MOUND C 1 / � \ \ \\ \ / i1 �'f �_� \ - - S __ / /' � � / F. l///// ""// / / � \ \ ``// \ 0 / t #1I I I / I/ / / l I I (eps 1 \ \ 1 Ash` / / rrrr _ \\�\ - _ /' 4 ,/� 1,,,,,/r/,/7r,� - '1 /i/// 1 ///// ,rrr,Q „ /rr//rr/ I rr// 2 , Ij rr/r /// V / / i I / // /IF / / / / 1 I asE \ I E G 1 \ \ 1 CAN 1 ` \\ ( _ i - - / J / 19 �' / /,, f #rr" / I V I / +�\ \ \ I \ ` ( OLE iiiiil "i i iirTr_ T-►__ , GRAVEL L-- ter//rrr / 1 ` �,/. /rrr//, , / �pT ,,/,,,,, I I I/ I / /I I� / I I / / /'\ \J✓ \\ \\ \ C / \ \ rrrrr, rrr ,-,Lrrr,7,- _ ., ' , AREA � i✓r,r/y/ M rr,r/rrrrrllll I RECREAnDNAL / I I / I / / + \ 1 D \ \ \ V �� „ ,// 91 jai/rdQDi✓ 77, � ////rj! p �/ ,,,rr,, r„r /4 1 GRASS / / t \ \ , r/ U3 �.cL7Y�Al,r,/7Tr�4_-----+r r//rr„V 1 „rr,/r„r/ FlQD / / I l//„Ar,rr, /,, I / / / ` / \ \ \ \ \ /rrrrr rrr -i(-(//rrrrrr//r///r// //r///f1.� / , E ISTIN 1 / -� / I I / \ \ CLAY INFIELD / sr,\ \ � \\ ,///// .cL//--•„//,//�.f�.� i l //.,rrr//r /o ) / 11 / / I I¢ = 1 `\ i \ c vim\ �( I „/ ,/, �__ v �� 1 rl I .� //rr/rr,/rrr / / r� NA 15' D INA l Ri ca l / \ \ \ \ \ I `\'r \ /r,r\r„ /- / �fi �v ,,,,�//,,,r#rr / 'r' GALLAGHER, JAMES AND ELIZABETH o \ �\ / / t \ < \ r r 'i`�= / - - // / / l / iiii / i i i i i / ( / DB 7433 PG 143 / EA EME T m / �`' t V� \ \\\ C BASE \ \ \ C ) \ / r i rRA -"----� �o v- I / // / r r /,' r / / r rrrr 1• l / BM 1978 PG 4 5 I I 10 \ �►• / \ l \ \\ I ` -1 /4H ,i / - / / / „ r r �r r / „/ / I /,/ BM 1977 PG 672 I I` ^ / \ \ / \ ' -- - C / I"" ""' " / ^I /r )GONG. GR,i�[ / �`-------/ / I //rrrrr// // I# BM 1978 PG 475 / / \ �� -% \ l J \ \� �w , r,C_ �..�- �k1�-=�-l�E� - \ _ r / / r // r r / / / I / BM 1978 PG 476 / D \ - / Q r• �,�r r�/„/r ,/r7sr..p_y�_� / - _ \ / / //rr,rr,/r, PIN 1707799910 / + C . /f rlr/. - / , rr �,,,,/ - / rr„r ,rr/1 rr / I / / \ + L r / - 1'�/ _�1 / �- iiii iiii,'] _ C \ / REID 0105755 44 \ / I I / / \ E \ AND NETTING SEE CONSTRUCTION / L �fr // i STR��'// 4 GRAVE[ / � )// / / r r.., „ I � / ZONED-R4 I I I l .c5 \ \\ MANAGER AT RISK SCOPING NOTER \�� P LE III( / lr USE SINGLE FAMILY / l v / / / I / \ /::::'/:::::/ i/ 11( I I \\ \ �/ / a �\ \\ B /� \ ,6\� jI I I / \ 4 INFO II / � i- rrrr/ rr/,� %l 1 \ /# r ` / rrr/r /r r/ / / \ \ I \ I ) \ \ _ y g I I / RUBB �,��,,,, MULCH I / SjGN / / / l I / -"' - / / /, / / / I a / / \ L \ GRASS / +\ / / 11 AREA rr g g /rrrr /,rrr I / J / I I \ �\ \ / \ \\ / / / SAFETY /14 r:::: ::::'l RIM - 419.68' r / /:: / BRICK I I I \ / / �/• I \ +� \ / I 1 1 / / l /r/////,/,//� I 1 / I. l// / PATIO; i \ •IRD C OUL �POLE \\ \ \ \ D / / \ I l / (1 PADDIN C / / / `� � � � / � � � � � /INV. - 416.39' I l ll! l / / r/rrr rr/,/ W rr/ NIP y IRD\I // EDER 1 I i ` 1\ \\ C / //+ \ / I / Id' I C PLAY / /I lrr//r/://r/, /I 1 / Ill/ rrrr / ME TER, ENRdV AND NICOLE ; 1 FEEDS / I I \ \ �\ BASEBALL FIELD \\ E / */ / / / I S C E / / '- / / ""' /""'/ # I l /lr w / / /' / / � DB 7433 PG 143 STEPS\ I II J I / 1 - #� I / / ///;;:/;;;;;r l /;;; /rrr/ BM 1978 PG 475 I o \\\ C / I �,,,,�,�,,,,.,1` "Y /3-BS I / / \ ;\ #g' \ + Q I / // / I MULCH / / \ ' /iiiil/iiii / ///r �,, ( ( \\\ \ \% / ti / / / I RIM - 419 8' /rl%/.///, PIN 1707890826 11� _L I I \� , j / / / / l I AREA o CONC�O\ r / ` V-OUT.415 4' / RETD0105754 �� Iv�'Y - \ I I I \ �� itj,%":ft\ FLAG POLE * pR� / / / / ( / I rrrrr# \ #% rrr, / vam��< II h� C \ \ $ \S- •/ / /// // j A \ \ /:::::�:::: B \ \ INV.-IN:415.0' :: ZONED-R4 r z m I ) \ Q / / I / / / //,///, / z� . �Ir ►�/ (( 10 \ - \ �`�. `• %� \ I / Cr / / / / / lI l r;;;;�I'll/ � \ / �,rr/,,I/ RIM - 392.95' USE. SINGLE FAMILY c, I '� D EO �„� 1 / b / /„// //,,, / //,// / � tl / J 410\-_ \ 1`\ \- - / M / / / / / / / I / cRAss / 11 l rrrr/r rrrr r \ / / # /rrrr/.. INV. - 386.01' (MAIN I ^� ( \ \ -- \ ') - PITCHERS _ / r{� / l ://" :::::1 // � l'"" /" / INV. - 386.80' (LATE AL) C MPOS/T ,,, \ \1\ \\ t- --- \ \\- CAGES GRAVEL / / / / / I / / I I /„/ „/, / // \ /- / / ( I ,//, rrrr r / .7 # ,/.�/rrr - I . INV. - 386.65' (LATEIL) ( 81N \ \ \ \ \ • B / / / / r / 21.1 I \ �\ o Bqs �<I / 1 1 1 / I l I I / ,/ I I I i;;;;; ;;;;/ C C r-�-_, / / r 1 r �'3. ) usH \ \ ¢i - P l / I 1 / 1 coAi--J7` ,rr414• _� \ \ \\ I EN / 4 I l l / l / 11 I'////I,/rrr 1- 811/��/rc.l'dfi4''l � 1 \ --' / / B B / I//,// ,//,)Iw ---_/ •lJ'///l/!7 � \ - \ \,�I / / / l / l l l / / / \ 1 1 \ //rr/frr/ra I EOOARD POST (2) -� / IJ��'w4�4 t� EIP 13/16'2' I � P 13/1�2'es X 35 CLF \ I I \ C ` \ / / / // / / / I / / / / ' \ \ I:::::}::::�� AG POLE // /�r/::;/:rr/: 10 r- " . es \ ( p ' ArE I / \ C / / // / // ( MTR �� C \ 5' WOODENI1 ENCE 1p' \ - ��- --- � /// l l / rrrr rrrr E� rr r/ „/,�,/,rrlw #l//„//rrrr Do l /rr,l/rr/,1 PWR / rrrr, rrrr/ C rW o \ L,P 1.1s hrsinov i. _ / // / I l / / \ I l a` U > rrrr rrrr rrr, rr �" 7p` \ \ `� \ - = r-��j. `-�r - / / / / ` I wooDs / J l / \ \ \ T UE _ / {+m NIF 1 \ \ RISER \ \ \ `\ \ �,.-` Y'� -t >c// / / / \\ 1 �\ // / / \ \ / y , % _LIE �� Q rr/,rrrrr/, \ }rrr * / /c9 %/rr//rr/rr` 5 \ PROM, MICHAEL GENN \ � \ / I / \ / \ '9 lir./� UE--� r.//. rrr/fir ca �, 1 I \ RIM �408.48' \ \ �� \ \ `��\�� ' 'ri�i / 1 / \- / xnoDs \ \ \ 1\- C s DB 16868 PG 791 " / 8 - rrr rrrr rrr, r,rr/ . \ , rrrr //rril* + rr/rr//rr/ / (' 3 / / INV. - 406.93' (SW) \ \ \ ICo89j� \�� 1E1'-1' �'�-�� / 0 BU/CD/NG I / l I / / l \ \ \\ Y/ rr Srr/rr1� \ // rrrr/, rrrr, BM 1707 PG 08 I \ / / / / \ \ / C , rrrr rrrrr RIM - 391.58' 4 SMALL INLETS \ - �. / \ C'K / / \ \ / r r k / r r / r \ \ / / PIN 1707890731 1 i - / / ( / / \ \ / -- \\ rrrr rrrr/)+ +�r rrr rrrr./ �'` \ 1 arE I I \ �/ ,//,Y//,/ / //, /„// (MAIN) INV. - 40759' \ \ rrrr /rrr v INV. - 384.60' MAIN ROD 0105753 I \ 1 \ 7,p0• E\SS 1 c'`�� / \ \ I I l l \ \\ /„� rr/,rR „ „/ '� INV. - 384.40' (MAIN) ZONED-R4 1 I IN _ 404.47' I \ \ -'!�- 4- �_ / �- `\ \ I / / / \\ \ \ �`�� \ / . 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SINGLE FAMILY I INV. 407.57' \ \ \ \ \6'" C[F � l� / \ \ ""' ""' \ +/"/ '/""', 6 PVC r� N i /r// //rrr \ % /r///r rrrrr APP X INV. - 40751' \ \ \� \� 0 o , \ a` -/\ �\ ` I / ��\�� \\\ \\\ rrrr,r,rrr 1�\ \ �r/rrr/ 9,/rr �'/ I�Q �/ _ y „ //, /rrrr/ rrrrrr/ / \ a \ -� / \ \ \ ////rr\rrrr,/ # � +//// „ // rrrr / ,,,,/,\ r„r/, ////„/ , rrrr/ I 'b /,/// /,///,/? t + 9///,//,///, // \�, `�is2o�j �� J 1-_ --/ // -J \ �,�\ \\\ ,,,,, „/„�,� C I - 41s.71 /., i crass I \ / / ,- \/////' r//rr// +. / ./r//r/„/,,,, , It' c^2 F �� --� �- -J \ \\ [ K �'�# �/ V. - 415.8 * „/„rrrrrr„/ / C, \ �F, �-Y \ ` I \ _ /� _ / \ \ \rr,rrr/�,rrr//rrn.�t �*/.l,�////rr,y'dr//rrr 4�Lfo � ) C--- �� / \ \\\�\\ \tiiiiiil�'[iiiiiii/i�l>�-r---w-irtl!'�iiiiiiii A�iiiiii' 1� / \ 'ruC I \ \\ \\ \<'%%i%%/%?L rrrrrrr/rrr/.,�rr��- -rrrrrr//.,rrr,/rrfrr,/rr// LANDSCAffl\ � \ $ � /` \ /\ \ \\ .( 7`.�//,///,//„//,//„//rrr,rrr//r,/rr,ylrrrr,rrr/ r / r//rr//rr /rrr/rrrrrr/rrr//r/rrr/rrr/rrr .ir//r//rr// r \ �? �� n UA/v1V / / \\ \� \\\ \,r,/,,,,',.Lr,,,,,,r,/,,,,,,/,r,,,,,,v.-jr,,,,/,r,, TIMBER \I II N� N� N N o1. f ` / // \ - > \ \ \ \ rrr/rrrrrrr,ri//.,rrr/rrrrrr,/r�1,rrr,rrr/rry /� G / MAPLE ` ` -t \ \ \ \ \TisY-,..�G11LGl1i�7/„//,///,/ y/ //? I PINCH OP '" 1s' ! �L / -'r\- \\ \/r,//r,//„/r,//„//,//r,//„/r,//r, / / 1' WILCOX, TIMOTHY AND BRENDA I SIMPKINS. RODNEY AND KIMBERLY COLLAZO JORGE AND IRMA ANNE JONES WEATHERSBEE, 4 -A W "` / rrr / r r / / r r / r r / / r r /rrr / r r / / r r /rrr - ti 1-114 FLUSH DB 11315 PG 170 DB 8240 PG 1385 \ -J I (ODEN FEN". Lj-� �� \\ ��- , l w BM 1979 PG 550 BM 1979 PG 550 ' 14836 PG 2638 TRUSTEE h -- \ E � - \ \ �-'-'-��- \ ��`= / r r / / r r / / r / / r r / /rev- - BM 1979 PG 550 OR SUCCESSOR TRUSTEE OF THE �\ C� MAPLE ��\ /) \\ \ \••••••r••••••r••••••••••` I \ PIN 1707891644 I PIN 1707892643 \ / \� 0 9� - - / /` ` / / / -/ --- C / f l ,� PIN 1707893640 ANNE JOKES WEAIHERSBEE - - I REID 0110185 REID 0110186 PLE \ awl / � � � - - - \ \ \ - ---- - \ 'M'� : ZONED-R4 ZONED-R4 ' REID REVOCABLE DB 150604 PG 532 N/F F \ MAP / �� - - �� - -- \J I k C`C\G MAPLE hI` �� - � - -- - c� -- / �'„\`V USE SINGLE FAMILY I USE SINGLE FAMILY USE SINGLE FAMILY \ BM 1979 PG 550 / KINNEY, JOHN AND MARY \ / C P 7 '�',- r -- 1 \\ I PIN 1707894643 DB 4122 PG 718 1 I/_ ��cXi.j, � � SS!'` ``' �\ --�- �/ 1 y I ' REID 01 f0501 BM 1979 PG 550 - 413.02t / \� / -(JI - -1 r 1 �` -� _.� I ZONED-R4 / PIN 1707895589 INV. � 4i95'37' �P 1 `` - �� - v ��l f ` ` I S� SS` '� ` \ USE SINGLE FAMILY REID 0110502 INV. - 406.27 / / gg9 \��-_ M _� �- � 8 q S I I I / ZONED-R4 __ --_ -_- ///fl/ ----- _ x_ __ ' r �[, S USE SINGLE FAMILY _ - _ � / �, / /�--& 21rH0USE\ 6, � = _ c_ � _ �'-- ' I \ \ / -- - - --\ � \ W00 FENCE a o -) � ;� '�` �' ��' , 1 Iy ) \ -/ � \ --- z / --- x ,t �-- , t_CREPE / / \\ PLAY SET E / /d MYRILEI J J =/ l / // WOaD ' \LLI �' / // J,-~ 00 / \ � Al ///�_ N/F N/F �:W��2 KN \ � '/ / z cl / I,�2 SCHUERMANN, NICKLAUS AND ANNA BALLENGER, � Q w o c- I I \ / � � L/S AREA 4 %�/%� -� \"F DB 16581 PG 332 I DAVID AND FRANCES o _"' Q 2E� a 3' PVC MESH ' ' � �� BM 1981 PG 665 OB 4787 PG 71 '- `" a "' "' Al \ /F /// F �, N , -, "� rn / FENCE/ J KILBRIDE, DAVID AND CHRIS71NE " i t / \ PIN 1707897573 I BM 1981 PG 665 u � � m ^ COMPOST - 4 DB 140305 PG 81 / �(l/ <:� REED 0122747 PIN 1707898573 � m = o m / AREA FL ' QO RIM _ 41 ¢.76' BM 1979 PG 550 / / Y ZONED-R4 REID 0122746 a /6• \> INV. 4 9.31' (MAIN) // / /� 12' X 8' WOODEN\ USE. SINGLE FAMILY I ZONED-R4 w / N/F FLUSH Q �,1 0 PIN 1707895489 � / `` / SHED \ \J 4 '� INV. - 410.61' (LATERAL) REID 0110503 / /fI USE SINGLE FAMILY HASSEL, CHARLE: INV. - 10.58' (LATERAL) ZONED-R4 / / i/ _ \ CAROLYN INV._409.90' (LATERAL) /' Q�/� I / DB 17017 PG 1 USE SINGLE FAMILY // p - \ INV. 410.64' (LATERAL) / / -0 I \ / BM 1981 PG 6 /_/ /� / LANDSCAPED \ I PIN 17078994 � LA AREA /� / UNMaINralNm / REID 012274 \ o /1 / /// ZONGLE F \ \� N/F \ I / USE SINGLE FA. / \ Spp�EN �po) / \ HOLLEY, JOSHUA AND SARAN y�DB 15964 PG 1814 \ \ \ / DOGwnoD / / 4" CPP BM 1979 PG 550 � ,� PIN 1707897416 \ / IF, \ I L/5 AREA 06. 42' REED 0122748 / spl/T ( ZONED-R4 R4 / NIP I USE SINGLE FAMILY b \ / SLADE, WIWAM AND ANN / / 4�SPLIT RAIL xry ROD 6' � _ / DB 3046 PG 987 CO / / 2p. FLUSH 1 Q h / BM 1979 PG 550 // � ---- (? zR PIN 1707895420 / / I REID 0110504 r/ / 6° DIP N/F \ USE. SINGE FAMILY l III / 0 '/ SWAIM, DESIRY AND BLYTHE � a RIM - 408.03' / % I DB 15675 PG 2179 I IN - 401.29' c /// I BM 1979 PG 550 \ IN - 402.11'SE) / Q / / I I PIN 1707896395 /�,/0 \ IN - 401.11'�(, l ��/ i REID 0122749 I �I IN - 402.g ' (NWT ' // � I ZONED-R4 RIM - 415.97' ��A'/�\ /J / ,c' QAl/ I USE SINGLE FAMILY IN - 406.61' (MAIN) ''/'' I/1 \ \ / I F /o ' " ' i 18" RCP I IN - 407.03' (LATERAL) N V E1P 13/i6' /�J/ t� INV. - 402.99 IN 40732' (LATERAL) �, O FLUSH / / / 'I I IN - 406.82' (LATERAL) \ 4*" 4 • \ \\ / �/ �'� 5 WOODEN FENCE IN - 40741' (LATERAL) .oG'Q�lyw\�\ �-/ RIM - 405.34' i i i SEE GENERAL NOTES FOR EXISTING CONDITIONS AND DEMOLITION ON SHEET C01.00 LEGEND STRUCTURES/UTILITIES TO BE REMOVED STRUCTURES/UTILITIES TO REMAIN OVERHEAD ------ E------ OVERHEAD ------ E ----- ELECTRICAL ELECTRICAL UNDERGROUND ------UE------ UNDERGROUND ------UE----- ELECTRICAL ELECTRICAL FlRE PROTECTION ------FP------ FIRE PROTECTION------FP----- GAS ------ G------ GAS ------ G ----- SANITARY SEWER ------SS------ SANITARY SEWER ------SS ----- TELEPHONE ------ T ------ TELEPHONE ------ T ----- UNDERGROUND ----UT------ UNDERGROUND ___UT ----- TELEPHONE TELEPHONE FIBER OPTIC ------ FIO------ FIBER OPTIC------FO----- WATER ------ w------ WATER ------ w ----- FORCE MAIN ------ FAf------ FORCE MAIN------FM----- STORM DRAIN = = = = = = STORM DRAIN = = = = = = FENCE -- x FENCE - - x INDIVIDUAL TREE UNDERGROUND - - TO BE REMOVED. ® CABLE INDIVIDUAL TREE LIGHT POLE * LP TO REMAIN. 0 UTILITY POLE .or PP LIGHT POLE * LP MANHOLE OMH PP U71UTY POLE 1�y CLEAN OUT ® CO MANHOLE O MH DROP INLET,CATCH BASIN ❑ DI, CB CO CLEAN OUT O FIRE HYDRANT _& FH DROP INLET,CATCH BASIN ElDI, CB WATER VALVE 0 WV FH FIRE HYDRANT -& WATER VALVE ® wV CABLE BOX CONSTR/C.EARING LIMITS TREE PROTECTION FENCE PAVEMENT, WALL$ STAIR$ S/W, C&G AND ANY OTHER HARDSCAPE TO BE REMOVED. BUILDING/S7RUCIURE TO BE REMOVED. SEE ARCHITECTURAL PLANS MOBILE UNITS AND ANY ASSOCIATED RAMPS/STAIR AND UTIU71ES 70 BE REMOVED BY OWNER CITY OF RALEIGH TCA (TREE CONSERVATION AREA) D1IS W VWAMN AND NATURAL AREAS WU BE FROMM TO TTf GREATEST Dr W ROZW AM" (1E W OF TTf LAAD SIM BE MMTAM DMM DMOPM M KEY NOTES A 7EAIPORARY TREE PR07EC71ON FENCE~ SEE DETAIL SHEET COZOI. g CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS C REMOVE S7RUCIURE/U71UTY. D EXISTING U71UTY LINE/SMUCTURE 70 BE REMOVED/I?ELOCA7ED BY LOCAL U71UTY COMPANY. LOCAL U71UTY COMPANY SHALL DETERMINE THE UM17S AND EXTENT OF REMOVALIPaOCARON OF UTILITIES REQUIRED FOR NEW CONSTRUCTION. COORDINATE SCHEDULE AND WORK WITH LOCAL U71UTY COMPANY AND ARCHI7ECT/OWNER. E REMOVE FENCE AND ALL ASSOCIATED FOOTING F STRUCTURES AND ASSOCIATED UTILITIES 70 BE REMOVE PER CITY STANDARD G CAP AND ABANDON U71UTY IN ACCORDANCE WITH SPECIFICATIONS H TEMPORARY CONSTRUCTION FENCING+ SEE DETAIL SHEET COZOI DISASSEMBLE EXISTING 97E FURNISHING AND PLACE ON PALETTES FOR REMOVAL BY OWNER. j SALVAGE MATERIALS AND RETURN 70 OWNER K REMOVE MISCELLANEOUS 17EMS AND ALL ASSOCIATED FOUNDATION/FOOTINGS I SALVAGE, PALLETIZE, AND DELIVER 200 EXTERIOR BRICKS FROM THE 400 BUILDING FOR OWNER'S (DELIVER 70 PRINCIPAL) USE OSALVAGE, PR07ECT AND STORE DURING CONSTRUCTION. INSTALL AT NEW LOCATIONS AS INDICATED BY PLANS COORDINATE WITH ARCHITECT AND OWNER PRIOR 70 RE -INSTALLATION. SEE CONSTRUCTION MANAGER AT RISK SCOPING * ADDITIONAL ITEMS TO BE SALVAGED AND S70RED DURING CONSTRUCTION BY CONTRACTOR, SEE CONSTRUCTION MANAGER AT RISK SCOPING: 7RAC70R/LAWN MOWER, F007BALL TACKLING SLEDS AND SHED 70 BE RELOCATED AS DIRECTED BY WCPSS GRAPHIC SCALE 40 0 20 40 130 ( IN FEET ) 1 inch = 40 ft 760 co on8 Z . Aml; Cy , �� Ls� .) 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USE SINGLE FAMILY PIN 1707990476 PIN 1707991487 /�Q / / o l11 - _"yr WOODED/x W 0 ,/�zoODEN _� �` �/ ""/'/;/'//'� '/ I ICV RIM - 44783' REID 0122743 \ REID 0122742 1 / / / ENCE -. ,---.---------- �-u tc I ZONED-R4 ZONED-R4 y�o� � - _ / / �►+ I I ,i8 F HCE/ / � s/�` +� \ K / /// I INV. - 444. 41 ' USE: SINGE FAMILY USE: SINGLE FAMILY /� / / I ?'es �� `y c _ `4 PP r J \ \ R \ � - s ► ,/21 I I/ NT NT SHE I I� 2-STORY i �_-------'�`_ 'ems - / ICNIC -'PC,o O �52D, CAROL1ISAAC, RMESH AND ANGIE 'II I FRAME GARAGE SHED �I - /111 CngN 1� � s. ,B� - \ \ I \ ¢ ,TABLE �\ \ I DB 11931 PG 2700 Iw I i RA VLL �s VA/1 RIM - 443.18 � / ` .` � I I \ I __� �� / BM 1981 PG 665 BM 1981 PG 665 /o I 4 zI � BLOCK `�� V. - 441.10 / �f I II 'PICNIC \ —\ I \ASPHALT 2-STORY I I 1 `� / 1 1I STABLE ASPHALT \ - — —\ / PIN 1707992482 I PIN 1707993396 z� FRAME WALL - � WOODEN � S 76. �^ SIGN f I I 3 �, PARKING � \ I REID 0122741 REID 0122739 11a \ �_ _FEN 2116? -��! �� \ \ ZONED-R4 ZONED-R4 I \ �� BOLLARDS (11) GARAGE I BRICK ^' GRAVEL` �_ 11¢g5 E��P CPL (3p�1 " LOT \ LIS \ I \ / USE SINGLE FAMILY I USE: SINGLE FAMILY m 1 i I •BASKETBALL GOAL\ �� - W I O x - F.5 WOOD °P (IM06�` � 1 I i =�� IBM CAP � \ / J \ / \ 10, I 1 11 FIRE FENCE,Bp \ / I \ PIT 2-STORY �� mL_ (?4.? - N: 779,386.24'� \ GREENHOUSE( I �/ I = - CP&L E 2,109,761.20 \ \ u �� \ / � _ � I� � DECK PLANTER GARAGE j ��' \ _ 1 ELEV. 446.76' \ \ \ a � EXISTING I I \ter �BM��`1�85�G T52� � � , ` \ \ / � // � � CITY OF RALEIGH DECI�j i 1� I I \ �9 P_G 372 �� \� v r ` coo \ � 10' GREEN WA --J I NT I /WAYNE, KAA - I ASPHALT t� 7Rf�,� -_ v c� I EASEMENT � BOURGET LAWRENCE\ NIP N/F OB 7112 PG 663 DRIVEAND PAR DORIS � s \ \ / 2 Q j �' DB EME PG 696 I I I DB 11931 PG 2700 EDIUM, JAMES AND CINDY SHANNON, KYLE AND LINDSAY BM 7112 PG 665 r �G 2597 EXISTING � 7`1¢ \ m I 1 ^ z BM 1981 PG 665 DB 17185 PG 1318 I DB 17000 PG 507 / I / BM 1981'R6 ft65 `� PRIVATE 20' 2 E \ W I � BM 1981 PG 665 BM 1981 PG 665 BM 1985 PG 1523 BM 1984 PG 372 , 1523r—,I J-o% � \ \INV. — t'► H I " x m of ` BM 1984 PG 372 91M 1985 PG 1523 \ BM 1985 PG 1523 BM 1985 PG 1523 BM 1985 PG 241 BM 1984 PG 3 EASEMENTGRESS \ 439.52' J cR m 6 ^� PIN 1707994384 BM 1984 PG 372 I BM 1984 PG 372 / PIN 1707997311 I PIN 1707997228 SCALED PER --- I O WOODEN I I� I REED 0133434 \ PIN 1707995357 BM 1985 PG 241 REID 0133437 REID 0133438 I BM 1985 PG 1523 � EIP 1" i i i FENCE / i� I ZONED-R4 REID 0133435 I PIN 1707996333 / ZONED-R4 I ZONED-R4 I PLANTED I . i � , USE. 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SINGLE FAMILY USE SINGLE FAMILY I SEE GENERAL NOTES FOR EXISTING CONDITIONS AND DEMOLITION ON SHEET C01.00 LEGEND STRUCTURES/UTILITIES TO BE REMOVED STRUCTURES/UTILITIES TO REMAIN OVERHEAD ------ E------ OVERHEAD ------ E ----- ELECTRICAL ELECTRICAL UNDERGROUND UE------ UNDERGROUND------UE----- ELECTRICAL ELECTRICAL FIRE PROTECTION ------FP------ FIRE PROTECTION------FP----- GAS ------ G------ GAS ------ G ----- ------ SANITARY SEWER SS ------ SANITARY SEWER ------SS----- TELEPHONE ------ T ------ TELEPHONE ------ T ----- UNDERGROUND ______ ur UNDERGROUND TELEPHONE TELEPHONE FIBER OPTIC ------ FIO------ FIBER OPTIC------FO----- WATER ------ W------ WATER ------ W ----- FORCE MAIN ------ FAf------ FORCE MAIN------FM----- STORM DRAIN = = = = = = STORM DRAIN = = = = = = FENCE -- X FENCE - - x INDIVIDUAL TREE UNDERGROUND - - TO BE REMOVED. ® CABLE INDIVIDUAL TREE LIGHT POLE * LP TO REMAIN. 0 UTILITY POLE .or PP LIGHT POLE * LP MANHOLE (DMH PP U71UTY POLE )a CLEAN OUT a CO MANHOLE O MH DROP INLET,CATCH BASIN ❑ DI, CB CO CLEAN OUT O FIRE HYDRANT _& FH DROP INLET,CATCH BASIN El DI, CB WATER VALVE 0 WV FH FIRE HYDRANT _& WATER VALVE 0 Wv CABLE BOX CONSTR/CLEARING LIMITS TREE PR07EC71ON FENCE PAVEMENT, WALL$ STAIR$ S/W, C&G AND ANY OTHER HARDSCAPE TO BE REMOVED. BUILDING/S7RUCIURE TO BE REMOVED. SEE ARCHITECTURAL PLANS MOSILE UN17S AND ANY ASSOCIATED RAMPS/STAIR AND UlIU71ES 70 BE REMOVED BY OWNER CITY OF RALEIGH TCA (TREE CONSERVATION AREA) 0 MW VWAMN AND NATURAL AREAS WU BE FR0IECT® TO ff GREATEST Di W AOZW l GIEARMC OF THE LAAD 9M BE LMTAM DMMC DMOMM KEY NOTES A TEMPORARY TREE PR07EC71ON FENCE~ SEE DETAIL SHEET COZOI. B CLEAR AND GRUB. STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS C REMOVE S7RUCTURE/U71UTY. D EXIS71NG U71UTY LINE/SMUCTURE 70 BE REMOVED/IRELOC47ED BY LOCAL U71UTY COMPANY. LOCAL U71UTY COMPANY SHALL DETERMINE THE UM17S AND EXTENT OF REMOVAL/IRELOCARON OF UTILITIES REQUIRED FOR NEW CONSTRUCTION. COORDINATE SCHEDULE AND WORK WITH LOCAL U71UTY COMPANY AND ARCHI7ECT/OWNER. E REMOVE FENCE AND ALL ASSOCIATED FOOTING F STRUCTURES AND ASSOCIATED UTILITIES 70 BE REMOVE PER CITY STANDARD G CAP AND ABANDON U71UTY IN ACCORDANCE WITH SPECIRCA71ONS H TEMPORARY CONSTRUCTION FENCING+ SEE DETAIL SHEET COZOI DISASSEMBLE EXIS7ING 97E FURNISHING AND PLACE ON PALETTES FOR REMOVAL BY OWNER. j SALVAGE MATERIALS AND RETURN 70 OWNER K REMOVE MISCELLANEOUS 17EMS AND ALL ASSOCIATED F0UNDA710N11r0071NGS L SALVAGE, PALLE712E, AND DELIVER 200 EXTERIOR BRICKS FROM THE 400 BUILDING FOR OWNER'S (DELIVER 70 PRINCIPAL) USE OM SALVAGE, PR07ECT AND STORE DURING CONSTRUCTION. INSTALL AT NEW LOCATIONS AS INDICATED BY PLANS COORDINATE WITH ARCH17ECT AND OWNER PRIOR 70 RE-INSTALLA71ON. SEE CONSTRUCTION MANAGER AT RISK SCOPNG * ADD17IONAL ITEMS TO BE SALVAGED AND S70RED DURING CONSTRUCTION BY CONTRACTOR. SEE CONSTRUCTION MANAGER AT RISK SCORING: 7RAC70 RIU MV MOWER, F007BALL TACKLING SLEDS AND SHED 70 BE RELOCATED AS DIRECTED BY WCPSS GRAPHIC SCALE 40 0 20 40 e0 ( IN FEET ) 1 inch = 40 ft ISO - co ,�,,,' ,,Q on- Z . - ) �ma; Cyq I �� -- -- W C m 2 0 m@�woa If" -q 4i -1 "I w 0 o• J k U.�moww�w i Q z O IY U 2 Ix O z 2 CD w 9 L0 w 0 H O � F_ w o U �o H U) aco = H w og w m w w Z p cl) rn a 2 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 Y O O m J J m r W cc >_ 0 cn Z J = O0 J V cn 9 0o J m w p a Z av`aa co PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE I DESCRIPTION EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 2 C01 mO2 I NIF I N/F I I I / STRICKLAND TRUST EXISTING STRICKLAND ROAD I I NA DB 12723 PG 1118 VARIABLE WIDTH PROPERTIES LLC N/F I N/F 1V/F LEWD JERRY J I DB 15491 PG 2758 /F GIBBON$ JAMES E Ill MCDAI STEPHANIE l BM 2000 PG 1337 I DRIVEWAY EASEMENT EXISTING MAZZA, UWAN G/1R MARRERQ ,AIAN N BM 1983 PG 06 BM 2000 PG 1337 BM 2098 PIG 11337 VARIABLE WIDTH EXISTING MAZZA ROBERT V/7R DB 11986 PG 904 BENT TREE SOUTH EXISTING I GIBBONS, ELIZABETH B DB 15365 PG 1184 I PIN 1708708861 DB 8723 PG 2419 BM 1983 PG 06 PERMANENT SLOPE EASEMENT VARIABLE WIDTH DB 17178 PG 2199 I BY 1706 PG 20 COMMUNITY CITY OF RALEIGH DB 16119 PG 1584 7BM I BM 1706 PG 20 i i I I PIN 1706709960 I DRIVEWAY VARIABLE WIDTH >" EXISTING RED 0183453 J- --- I REID 0059982 BM 2000 PG 1337 EASEMENT BM 1708 PG 20 PIN 1708803882 ASSOgA7101�1, INC. GREENWAY EASEMENT BM 1708 PG 20 N. 780,726.61' PIN 1708807831 ' k ZONED-R4 RIM - 413. 79 L _ _ _ DB 8723 PG 2423 PIN 1708802803 REID 0181606 DB 6800 PG 887 I PIN 1708805841 I REID 0181610 1 � I 10' EXISTING CITY VARIABLE WIDTH >Tt-,7ppEQ-(��-- BM 2000 PG 1337 REID 0181607 I ZONED-Rf BM 1989 PG 1496HONEYCUTT CREEK TRAIL" E 2,108,507.85' UTILITY EASEMENT INV. - 407.04 LATER ---__ REID 0181609 ZONED -RI I 0 o I I G-251 ICON �E DAY CARE T - - _ _ _ _ - DB 8723 PG 2419 DB 15264 PG 1722 IBM 2000 PG 1337 I INV. - 406.55' E) -_ \ ZONED-R1 USE• SINGLE FAMILY PIN 1708804741 ZONED-R1 ISTIJW155 I USE: SINGLE FAMILY I "HONEYCUTT TRAI I I BM 2012 PG 533 CH TIE IN 13' PINE I DB 8723 PG 2247 I _-\ �/ / \ 1" USE SINGLE FAMILY REID 0181621 USE: SINGLE FAMILY OVE DB 6963 PG 34i - , � RIM - 414.56' ASPHALT / �\ I -r ZONED-R4 EXISTING I c I i RIM = 4�8' - / \ I 0 - -,,L - / EIP I- USE HOME ASSOC 10' AROUND I BM 1989 PG 14 CRASS I I CONC. I / INV. - 406.20'(S) ENCLOSURES CITY OF RALEIGH / INVi- 411.46' / �� / I /SCATTERED / DB 5969 PG 620 5' X 8' WATERLINE ad 1�1 10' L:.: /1 \ --t�� _____ ENV. /411.37i' // / ` 2' WOO N �Tuo / 6 DEN PRIVAC�Y�ENCE 1 R 1 PVC EASEMENT 1 IRR 1" PVC 6' WOODEN / m T -- I I, -I-H� - 412 --- ' � \\( I \ \ PIC , l / / /�S UNDER 8' _ IRR 1 " PVC BRICK DB EASE N 428 I ---__- I I - - --___i I , - x _ PRIVACY BRICK -/- - \ 7` r- I I CONC. _ CONC._ / ,/J _ \ F CE TEL. 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OUT.409.21' BM 2012 PG 295 INV. 406.98'(W 1�ARK / I /� � \ �� =- _---_ _ _ -�L"""""'r / - �i \ INV. 4T4. ------�.-I / / / / //7; , , 7-r,-rr___ - O / / / / / / / AIN \ \ _ YARD - -_ \ ` J� G_! �r.1.cLG11�/ / / / / / /77Ti�rr- _ "�:GS PIN 1708708567 IVI I f N I 415 B / r / / / r \� / \ -- - t5 o �'-'1N1 4 ENIRAN I I / / \----- �-a_- - - - _�.- 1 1 /III FORCE MAIN (, "L" / SEIlS6R \ \ \ \ \ v /' -�\ \ \ 20' BUl lNG SF a � - _ _�z = _ - a - G .«. rL_.... : A".,_ / / / /__ I REID 0101116 I I I 1 _ ELIJOT, DAMES AND UNDA I / / y �/' I S71NG CITY OF RALEIGH - - - / I \ ^, / ,,,,,, I \SIGN SALVAGE AND REINSTALL GREENWAY \ - - RIM-4�797' �D CK '�- �J \ \ -\ _ u/.LL='=_=" -_- ZONED-R4 1 I I 1 411 � j - DB 3506 PG 638 1\ ` / • • • • • • #I / \ \ - GliEpalWA Y EA TM T - \ - \ / - _ - _ _ ` / I 11 C 1 \ I _ 414 r r / / r / / \ p SIGNAGE PER CITY OF RALEIGH. \ IN=415.48' N \ \ /- tea- -_ -- _ o I BM 2000 PG 1337 / / / / / 1 NI I C> 11 _ CDIi�� I �\ / \ /r//// / M \ I / / \ \ \ \\ L %1 \ / -- --` \� \ \ / I I I IIII _ BM 1977 PG 672 iftaiiiI I \-/ _ /�� \ \ I E - \ ( ) \ \ - ,- -a -''c -�-� _ / G-674 � G-673-- \ 1117�41 .34' NE \ _ � - / I I I I 1 PIN 1708800546 I 413/ """ / \ I I /_-- \' OUT=415. \------ -�{ - - i I 1 I Ill i'1 I I I - xV \ (�� / I / �\SAS �K giEEK /^ \\_ ��( ----- \` !�' ONC-r \ �- -_ \J --\ \\\ \ -�\ \ - ��" Bs +- , I Il ;410 I REID 0101163 I /^-- �- �� / B X \ J I / -----/ GR WAY IL' / \ - -- �� /I � � - i \---- � \ \\ \ � \\- I'll�I ZONED-R4 �/ �:::::: / \ / IIII // OWN JRPROXIM�471"-- ,--_- --� \ �" -M-) I r \' \ c� \\ \ \ / o I^I' � USE SINGLE FAMILY I - _412- r/r//, \ \� / / -- ' ' I ti_ �\ \ - \ \ \\ \ \-\ \ / V� II � I -', ,��. r I \ Cr -IIIf --- \ OB 15004� 2670 _-_-- --"\ )i'l I ( // ) \ W \� \ \ � \ \ ETP2'RUSH � /'�-- r///// �� / i-- \ �- -- - i \ \ � �1� III-_N�'0628- 1 /�/ B rr/rrr �� \ i �// -\\\ Bel 2011�G\1277 (IA(COMPL�IE 410_�_ --- -\� i I ( ( I /\ (l / r- \ \ 'A\ \ 13¢54aw � I / / ////// \ ///------\ GEOM TRY. �� / I ) I Ill \ \ \ \\� \ \ ~ \ /r/// \ 1 \ \ \ \ \ I ) RIP � I I I \ A \ \ IZ II I wNa�EoE1P _ 411- „/, / C\ \`�� / \ �Nt�Ds \ / RAP�I I I I I I I/ I \\ \ S� \\ \ co/_ / / GREENWAY EASEMENT 70 BE REMOVED. \ I \ Ih i � 1-1%//\- - J/ ¢10'� 9 //'/// I/ nr \\ �� j %�/ \-1 \\----------\ ��// I I I I I I I I I I I I / \ 1\\ \\\ \\ \\ \�\\ \\ UII N� 1 /� . / ,�//„ I \\ I .x, __ ,�-� \ \\ \ / / (I I I I I I \ W \\ \ \ - \ \\ --lr - , ,/,,, i \ \ \\\ J I / I I I I I \\ \ II DA VI$ ROBERT AND CLAUDINE / / / \ j \ \ \ \ / 1 1 ( I IIII I \ i - \ wnoDs \ / DB 2951 PG 913 1 �1 // ""'/ I t \�%� \ \ \ \\ \/ \/ 111 \ ( ) 1 1 I \ \\ \\ \ ��\ \ II BM 1977 PG 672 1 j�..-..-�i 9 r;;;;;; I`\` - \ \_--- .� 1� 1 1 I I I I I \\ \ \ RIM - 407.06' • 1 / �° / B \ r r / / r / 1 S/L \ \ \ - /� l 11 I I IIII \ \ II PIN 1708800435 I 4, - / c� � / / /-� � • C \ - - - - - ^ � � �� ' \ I I 1 1 / I METANWSER \ \ \ INV. - 397.53' / RETD 0101160 /�� / / ,///// ) //N SCE SE P� NICE LINE \ \ \.�`` �V. 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C \ \ \\��) �. .i�,'/ O SEE GENERAL NOTES FOR EXISTING CONDITIONS AND DEMOLITION ON SHEET C01.00 LEGEND STRUCTURES/UTILITIES TO BE REMOVED STRUCTURES/UTILITIES TO REMAIN OVERHEAD ------ E------ OVERHEAD ------ E ----- ELECTRICAL ELECTRICAL UNDERGROUND ------UE------ UNDERGROUND ------UE----- ELECTRICAL ELECTRICAL FlRE PROTECTION ------FP------ FIRE PROTECTION------FP----- GAS ------ G------ GAS ------ G ----- SANITARY SEWER ------SS------ SANITARY SEWER ------SS ----- TELEPHONE ------ T ------ TELEPHONE ------ T ----- UNDERGROUND ______ UT------- UNDERGROUND ------UT----- TELEPHONE TELEPHONE FIBER OPTIC ------ FO------ FIBER OPTIC------FO----- WATER ------ W------ WATER ------ W ----- FORCE MAIN ------ FAf------ FORCE MAIN------FM----- STORM DRAIN = = = = = = STORM DRAIN = = = = = = FENCE -- x FENCE - - x INDIVIDUAL TREE UNDERGROUND - -V TO BE REMOVED. ® CABLE INDIVIDUAL TREE LIGHT POLE * LP TO REMAIN. 0 UTILITY POLE .or PP LIGHT POLE * LP MANHOLE OMH PP U71UTY POLE 1�y CLEAN OUT ® CO MANHOLE O MH DROP INLET,CAICH BASIN ❑DI, CB CO CLEAN OUT O FIRE HYDRANT _& FH DROP INLET,CATCH BASIN ElDI, CB WATER VALVE 0 WV FH FIRE HYDRANT _& WATER VALVE 0 WV CABLE BOX CONSTR/CLEARING LIMITS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII m TREE PR07EC71ON FENCE PAVEMENT, WALL$ STAIR$ S/N; C&G AND ANY OTHER HARDSCAPE TO BE REMOVED. BUILDING/STRUCIURE TO BE REMOVED. SEE ARCHITECTURAL PLANS MOBILE UN17S AND ANY ASSOCIATED RAMPS/STAIR AND UlIU71ES 70 BE REMOVED BY OWNER C17Y OF RALEIGH TCA (TREE CONSERVATION AREA) MW VWAMIN AND NATURAL AREAS WBL BE FR0IECT® TO ff GREATEST DI W AOS W Af M" GIEA W OF THE LAAD SHALL BE 1ANTAM DWW DMOMM KEY NOTES A 7EMPORARY TREE PR07EC71ON FENCE; SEE DETAIL SHEET COZOI. B CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION UM17S C REMOVE S7RUCTURE/UTIUTY. D EXISTING U71UTY UNE/SIRUCTURE 70 BE REMOVED111RE10CA7ED BY LOCAL U71UTY COMPANY. LOCAL U71UTY COMPANY SHALL DETERMINE THE UMI7S AND EXTENT OF REMOVAL/IiE10CARON OF UTILITIES REQUIRED FOR NEW CONSTRUCTION. COORDINATE SCHEDULE AND WORK WITH LOCAL U71UTY COMPANY AND ARCHI7ECT/OWNER. E REMOVE FENCE AND ALL ASSOCIATED FOOTING F STRUCTURES AND ASSOCIATED UTILITIES 70 BE REMOVE PER CITY STANDARD G CAP AND ABANDON U71UTY IN ACCORDANCE WITH SPECIRCA71ONS H TEMPORARY CONSTRUCTION FENCING SEE DETAIL SHEET COZOI I DISASSEMBLE EXISTING 97E FURNISHING AND PLACE ON PALETTES FOR REMOVAL BY OWNER. j SALVAGE MATERIALS AND RETURN TO OWNER K REMOVE MISCELLANEOUS 17EMS AND ALL ASSOCIATED FOUNDA710N/F0071NGS L SALVAGE, PALLETIZE, AND DELIVER 200 EXTERIOR BRICKS FROM THE 400 BUILDING FOR OWNER'S (DELIVER TO PRINCIPAL) USE OSALVAGE, PR07ECT AND STORE DURING CONSTRUCTION. INSTALL AT NEW LOCATIONS AS INDICATED BY PLANS COORDINATE WITH ARCH17ECT AND OWNER PRIOR TO RE-INSTALLA71ON. SEE CONSTRUCTION MANAGER AT RISK SCOPING * ADD17IONAL ITEMS TO BE SALVAGED AND S70RED DURING CONSTRUCTION BY CONTRACTOR, SEE CONSTRUCTION MANAGER AT RISK SCOPING: 7RAC70R/LAMV MOWER, F007BALL TACKLING SLEDS AND SHED 70 BE RELOCATED AS DIRECTED BY WCPSS GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft ISO co onz,e Z ; icR Cyq I M PI 00 V3 W o ,� 0 gooR �wo a m�� .. 2 a 0 �-``a .k.�� U.�moww�w 2 U W J Lu cn PROGRESS PRINT NOT FOR CONSTRUCTION t v 2 0 LI.I 9 Lo W H 0 Z) O co UJI w o U o H U) aco = F- w � W m .Lu w Z p co rn EL 2 ASR REVIEW #4 J C) i t� W uj J I= in Y (D O m J J H uj m IUIIIIII r Lu cc N � V U) Z J = O 0 J cn� 0o J W 0 m �: o< Z Y 0� H W N aRrom Rrom co PROJECT NO: I DATE: 582633 1 DECEMBER 20, 2019 REVISIONS DATE I DESCRIPTION EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 3 & 4 C01 mO3 r I M t c, rpwc o - ; I \ �' • . 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I 15"S t3 \ J- i Jt �OUL POLE RiM - 414.25 \ I ( i I sai \ ♦♦♦ �) I I I I I PIN 1706708089 / /- / //�\ l i I I t4" ° 3 i / PME 1 !' . 9" ' R �• INV. - 412.15' \ f \ 1 r ROO 0101148 / I 1 1s �y ♦gyp / I \ l , \ II I , w/ // / I ZONED-R4 // /r/� �// I I I I t+•I f2 I • �/- AK 16" I� i \ / \ -RIM - 418.93 I I / , , r f 1 I I 1 J� �'� o /A1c tk" �� 1�-�"'� \\ �. \ \ / \` \ ININV.OUT. 417.04' N. 417.06' I I USE SINGLE FAMiLYt� _ I I I IAKtc 1Y I 15• t • l / r ¢/ ICV / I 6 `♦ \ 1 B� SE l 1 I / l , 18' / \ _ ( I J \ `� \\ 1 \ \ l Ir �/ // / 7 ��` / / \ I / 4r 1 ) �•��) l l l / //\ - ) / ONE. \\ 1r`\ / -\\ #\� \\_�v BULL PEN / rr� / Jl r/i J l 1 r r RIM 419.35, l I INV. - 4.14..10 `f8' \ \ \ l / 1 / - / -� " \ • 1 I # / / J J l , r ,I INV. - OUT 414.12' l I / / / 1 9 / .� ( N,E \ *BASE t l / \ k //// / " / / / / / , ��-- /' 9CJ _�\# \a / I , /!rr INM - IN: 414.46' l I a/ / aEn4MiE�3�/ \\ \�"4F �'` �=_ \\ I 1 J I I I r r l l I \ �•c / ///� ,� I \ / / / I 10'1 i l l l / .��/J�.R/ / �ir\_ ` \ `• / : \ ?` \.FM LP / PRE \� �' O[F INV. - 18.44' m // *Cfd.2a•/ l l_�l\\�V - �l I / INV. / � '�" /( / / / �\\Il AK 22s-� a I / r / I APPRO •BASELh,/42,4yI /� �" / / / / / Oo \ C�'`. \ 11' . �+" \ \'-INFO -T --_ \ aF TRASH CAN / I l / / / I / 1r �_ ..` 4 ,/ l ��i esE \ . ��\ \ AK t5---_---� \ l r 1 / r 1 f/ T\� \ ^� NI ♦ INV. - 418.33' # RIM - 419.28' / / / l / / / " I / / j aK/e / H CA .� s cl,� F %'.` .` ► WI - AK 8' \ \` SIG I ^� �` AK J^'\ �`\ \ \ \ter' l :4,l 1/ ` 1 / 1• / / I �1,p4 ♦�-- \ t0• \\ / K 8'_j \ 1 \ BULL PEN # INV. - 417.34' J / , / l 8•� LP �/ \sy c - \ 12' a' N\ �\ A1c ii" oac 1 t�. �t �l ` \ \ �� '°osr *BASE " �Jl 1 / /rr 1 15 .l l J `+ !�F �3 ``�` 8� I 6" / \\ \ g rS �R RAP I • \\ \ / I \ \ \� . 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RI OUT.415 4'' Il 1 13• _ \ • \ '* I MULCH ry / 41c r , llI/r / REID 0105754 ➢ I \ nt9A/ x • RF / / / / �� l P / l / 14 J a \,\ \ O \ \ FLAG POLES �0 �+ , AK A \ I , / \ INV. - IN: 415. D' l l GRASS ZONED-R4 L % I 4 �'C \ - \` '�` �� 4r\ S •/ Q / t AK 6" I / , , _/ / I RIM - 392.95' USE SINGLE FAMILY �, , I g• r�A� ` ' 'EOI� \ \ ,�r[1tr t 1 1 4 / / 1 i6' OAK 19" / INV. - 386.01' (MAI I z t3' \~� \ 1 PITCHERS --, / / l / / INV. - 386.80' (LATERAL) • �' 4 10 J \CAGES - GRAVEL j �� % l 10' 1z�, ( l INV. - 386.65' (LATE L) I C MgINs� �, -' Ss 10 \ \ _ , ,� / Arc 9" / / / I I ' , 1 ■ I / , LL ' I oocM 3 \ ULL , / l / / I /PIW 1 I 1 1 1 r{ - / / ptlM - 22.. FLUSH \ �- �� O j" �" �(�Dl ` , I ' �.1 OWE �Atc 9' �a / / / 1 1 1 � -✓ / 'INv. -1414. " • r \Hr'/ l l l /bAK15. 1 1 1 1 /jlNv.r414.' 8~/// s/ �j}, I / J / \ I\I •SCOREBOARD POST (2) `/ /1 r 1a \I l l /J / , l l I INV. 415.4 t6.1• 1 1 14" \ 5 I PxYE 8• / l 14�✓ 12' _ 1 . / \ ; \` AG POLE / �/ 1 / WO' BS \ ()p t p' \ ,PB+E sue' t2' / / 14 / 1 (�� \ 5 \ TRA I. I s / / PWR MTR m" �� s \ �" '•'- PINE 5� / / 20"PALE s AK�B• / J l / \ \ \ I \\ 5 "s � � J ASP1�ALr Q\ PROTO, MICHAEL GLOVN 1 \ 1 1�• �-� t 19' ?� , / 1'�hA 1 /i r \ // / / ►inCos \ \\ \ \ \ �A\ J's DB 16868 PG 791 RiM - 408.48' \ APLE 3" \ 5•\ _ s /X 30�,��;y 9�1 �- / _ \ \ t IN - 406.93' (SW) Tg `Y`"'" I crroLlA 3' 12 1' /�D/rV b RIM - 391.58' P!N 1707890731 1 4 SMALL INLETS qj 8, ` /a ��G/ i to' Sr a• ( ��- / 3. INV. - 384.60' (MAIN) ROD 0105753 1 INV. - 407.59 \ £ _ 6 a•MNqE INV. - 384.40' MAIN ZONO)-R4 1 INV. - 404.47' \ \ I \ '00) '�'� 4•\ I 3 iO' �p ( ) 1 I \ \ \ s' AK r \ r l Y 5 8, \ \ \\ ` / 6" PVC USE: SINGLE FAMILY INV. - 407.5T \ \ 8• 5 noc J. \ \� ° INV. - 40751' \ a \ ao 21'�18'' cN a - 9 8' \ \ \ \\ ♦�� APXI \ ai ` 19' 4' �12 ♦♦ \� // 1 Z \ 19 2L �• 9 " A + 1 / 3. r 'p \ \ \♦ ♦♦� / V/ 1 - 419.71' i/ / / / 1 13' 2.,E3i7 j fa• . 9"14 Y 5" AK N;E 5 \ \\ `♦ �� J V. - 41 I �� /� OF /atAss I c 1 P 1� AK B' GNOIJA 3 3' \ 1 \ •-_x f /* / 1 QAPLE 8' 5') \ APLE 12' QAPLE 14' 20� \ Y�R\i ♦♦ � --- �/ �� LANUSCAP\ 1 I MAPLE 14 \ 1 N I N \ 4~ m o '� � / Luc 12 / \ �•\ � \ \ \ ♦ ``tee-- - .��' TIMBERS/ \4 i i 1 PINCH WiLCOX, 7IM07HY AND BRENDA I SIMPKINS, ROONEY KIMBERLY / CCLLAZO, JORGE AND IRMA ANNE JONES REATHERSBEE s MAPLE1,,�q D 4" / \ \ 11-1/4' FLUSH DB 11315 PG 170 DB 8240 PG 1385 DB 14836 PG 2638 \ TRUSTEE h 1, 4, ,`Ic 12• - .• 1 1 wWW BM 1979 PG 550 BM 1979 PG 550 / BM 1979 PG 550 OR SUCCESSOR iRUSTEE OF THE I\\ X ~ V - - - - E 1 �1 PIN 1707891644 I PiN 170789264J PIN 1707893640 \ ANNE JONES WEA THEi?SBEE / \� \ ��~ `� 7/ 1 i� �\ - - - - - 8" J I REID 0110185 REID 01101860110500o LE _ \ _ / � ROD REVOCABLE TRUST AGREEMENT N ZONED-R4 ZONED-R4 I ZONED-R4 DB 150604 PG 532 N/F \ F� \ MAPLE -- `� - 8 4.1 USE: SINGLE FAMILY USE: SINGLE FAMILY \ /` nP1N� 8�� 1 \' NI USE SINGLE FAMILY BM 1979 PG 550 / KINNEY, JOHN AND MARY \ C o .1, r 1 �_� --- \ 1 •5' / 1 PIN 1707894643 DB 4122 PG 718 413, 02' / \es I I \ ROD 0110501 / BM 1979 PG 550 INV. 1165'37' / �' 1'' - ~ �"� ' i + 1 USE: SINGLE FAMILY REID 0110502 INV. - 406.27' / �`� � ZONED-R4 `- -'�. 9 1 I / USE SINGLE FAMILY ` - Ir l S\ -w III \ \ / tIE CUMJ - 1 � l r� �- 1 I \ \ Y At PLAY SE r " �` 1A l/ MOWE WILEIrSNUM JJ N/F NIP Q:: z L,:j x "' o / SCHUERMANN, NICKLAUS AND ANNA I BALLENGER, KN 1 I \ f f f L Cho• ///�,oax-1 OB 16581 PG 332 DAVID AND PRANCES19, o w Q ^ 3' PVC MESHAt \ N/F t8 /// ° F` BM 19M PG 665 DB 4787 PG 71 ', m'k N o, / FENCE/ car / to' PIN 1707897573 BM 1981 PG 665 �, m COMPOST KILBRIDE; DAViD AND CFiRIS11NE / /I // \ REID 0122747 I PIN 1707898573 m o Q m AREA L T/8" I 4� RiM - 1 6 DB 140305 PG 81 // / / Y ZONED-R4 ROD 0122746 / A INV. - Nrt• 1' (MAIN) BM 1979 PG 550 / 18 8 WOODEN FLUSH \ 01 � ( ) PIN 17078954�, �/ / � , \ USE, SINGLE FAMILY I ZONED-R4 W Nyr INV. - 1' (LATERAL) ROD 0110503 / �?/ / USE.• SINGLE FAMILY / HASSEL. CHARLE! V iNV. - 10.58' (LATERAL) ZD 011 5 / / � L \ CAROLM �• INV. f 409.90' (LATERAL) USE. SINGLE FAMILY �• ~~ \ I / DB 17017 PG 1 INV./ 410.64' (LATERAL) , / f \ / BM 1981 PG 6 AW REID 7012274 \ 0 AIV i / T'NO / ZONED-R4 \ c 24 / N/P \ ` / USE: SINGLE FA, HOLLEY, JOSHUA AND SARAH / DB 15964 PG 1814 \ / \ \Gbooc / 8 BM 1979 PG 550 L PIN 1707897416 \ LA AREA 0 4 ROD 0122748 ZONED-R4 ` \ N/! I BUT USE' SINGLE FAMILY yr S SLADE; W1WAM AND ANN '/Ij• �L _ DB 3046 PG 987 2j l 1 O BM 1979 PG 550 / PIN 1707895420 4. 6" DIP c> ROD 0110504 r / \ USE. SiNGLE FAMILY RIM - 408.03' l l 0 SWAIM, DESTRY AND BLYTHE a , X. I DB 15675 PG 2179 I INV. - 401. Nh Ii I BM 1979 PG 550 \ INV. 40 L''\ // / / i PIN 1707896395 \ INV. - 4I ROD 0122749 I I _ CO yloj \ iNV. - 402. ' (NW� v 1 / 22• USE: SINGLE FAMILY INV. - 4 6 61' MAIN V / a ( ) N,'r/1 \ \ t l �ql /' i 18" RCP INV. - 407.03' (LATERAL) N V E1P t3 J/ 1 V 402.99' INV. - 407.32' (LATERAL) 47, 4o \ / 13N � I INV. - 406.82' (LA TERAL) \�, Vft 5' WOODEN FENCE _r7IN - 40Z41' (LATERAL) �-1 RIM - 405.34' IAIv - Am 77' 1AIr I REMOVE TREES SHOWN WITHIN CONSTRUCTION LIMITS. REFER TO EXISTING CONDITION AND DEMOLITION SHEETS (C01 .01 -001 .03) FOR GENERAL NOTES AND MORE INFORMATION. GRAPHIC SCALE 40 0 20 40 90 ( IN FEET ) 1 inch = 40 ft. iSO 00 u � C � A �roac �ror W � RI ii co a a ~~ J wv�ic�ac��a w J 9 LO w � O Cn w o U w o U) 0 _ w o, �w w Z z0 co rn a 2 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 J cm) U) LLJ J G Y O O m J J H N uj T� W � ~ N /� _ V cn J = O 00 J cn c� Q J 0 m o� 0 Z H J � V 0 p� V � W cn � LC� a� 3:: qcvo� PROJECT NO: DATE- 582633 1 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION TREE DEMOLITION PLAN' ■ -AREA I C01.04 �";t 4�j7NRWOOD 4' //C''�� . 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I \ \ \ ; � REs 11s' \ \ \ I I� \ \ / I 1 I I I PA EL RIM: 38. 50' \ \ WLE � , \ . �F ` \ G 9,p, \ �o \ \ �\ \ /7f lL/1 4 " 3bAK i]'\ NE LE 3 \ \ ��, \ \ \ \ I 1 �\ \ \ 11�� I I I 1 I� f INV. 33.80' (SE) \\/ \ \ ��\ �\ `� \\ \\ \ \ "\ '\ \ TELEPHONE \ \ I 1LLA \ \ \ �� \ O \ �\11 \ 5W61FDA' � I OAK 4 9Avi1 3'" \\♦ \\ _ \_/ / q -t0 _ - 1' \ \ C\\\ y�\ E \ff 1 � rPR 1 s' \ N 434. /a' Ax q= \ \ \ \ 1'I SIG Jam() \ , • O amassZO / ♦ \ U (9 PINE 22' \ �\ YYEETGUM Wf» 5' M 8' q 1 13" I \ \ 1 \ \ \ \ I _ / \\ 1 CREPE M I INE�S• I, \ / I rl�lk9" ate\ \ \ �! \ \��Q \ \ AREA \\ THAT c 14' DAK 7 � \ 11" 11�1 \ \\ \\ \ \\ \ CL �[ _-�-� \ \ I \ 1 1 I I �, 3 1NEI INY G(IM 4' \\\\ \\ �'I' \ , \ \ C\\\ `\ `\ \\ �%' a• APLE 8' \ \ dAK+ ' 1 I \ \a W I I I \ \ �` ' ' POPLa 5' APLE �'j� \ i i CzII \ \ \ \ O \ \ \ \ 11� I I `- I a �N �� \ �\ \ ��\ ♦\ C \ \v \\ \`\�\� `\ \\O�l J./i WE 20"�(v). @f I / \ \ \ \ I O 43' GUM 11 " \ \ \ 5 aAPLE 7 q L OM( 12' APLE L R 5� - V I \ / - \ \ \ 1/ W PINE INE 22" b 4 2•-�,,--, \\- ♦♦,\ \� 1-1 \ \ \\\� IN � �,� i A� ' I RE s aus \ \. 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FLU ( / r/� / INV. - 439.15' (NE) i I I 1 M 6' l IINV. - 413.46.1(NE) It / I 1 V. - 439.2T SE) 1 / I I! 1 I I I S / / \ / i I / qS�A r {y PP I t 1 / kP APPROX �l3 INV. - 434.88' (SW) � I ( 11 riE 1D 1 + I IN -1413.591 (SW} l ~ E / I �� l / i DIRECTION I l INV. - 439.48' (SW) q/( INV. - 435.88' (SW) INV 438. 9' I P 2 � . W / .4II I INV. 1419. (SS) / l I G�/� f / i I Il I CONG \` /� � E �_�� W/ 81D/P l i i l /l / 1 441�97 I I O I 1 I 1 2, �/ T ( ) / / / I J , / I / - - -Q6� �/� I I / I I y" '(� f 0 DRAIN RIM- 441.49' I I � / II II„ I I I l I I // / / `,4� P - �1 W 4L I ( c BRfLi( WALL 1 INV, - 440.36' / W �� m I / II -- I l l }E I / 1-STORY i / -- 1 v►� / I / CONC. FLUME 3 I I� ` 444.08 f ( 1 11 / I I yE`� l A / / / BRICK I 7ci `--�� /HF \ I I W II �' • \ �_ II / I 1 CONC. i 1 C� VE/zt -, 1' �1E I `� BUILDING I / / _- `--_ II - I 1``��r l l/�I DRAIN RIM - 441.45' o� �i , a�I I I - N T 7� / / I j\ i N/ " / RI INV. - 440.35' c� I •CONC. I �/��A� 1 (2) 4" CLAY APPROX. GAS METER i i 1, �\ N� R. (jC I _ 8 I AMERICAN TOWS I n i / / / I I \ I / � I � C / / 1-STORY BRICK _ • a STEPS 444.01 444.05 CONC. FLUME I C I 16 c\ DB 16655 PG 693 i i� i I! 1, I r A/ / % �r`i I o I \ <*iC F/ �f I,�o� - 000 DRAIN RIM - 441,46' I a a BM 1995 PG 1777 I I 1/ l i. v I I \( v I I c� . k l 1 BUILDING 300 ,�a 0 II \\ I IN . $39. l / vl/ l 8" P C ( `� Ill FRONT OF WAL �� 1 / �..- /l / I W I • ` 'C. 44 / //I I/1 y 8' NE2AK 01XGRAVEL I /r 11{{ l �VI DUMP / _~/t r �O I INV. - 440.41' 1 1 I PIN 1707998973 11 l�l! / 171MBE�IE / I I ll Ill AP�RPXI i I/ ST£RS // p ON 430 CHAIN -LINK . J /� %�lI 441.97 !1• I I r � 4 S/W • I/ 1-STORY BRICK 1 I l 1 \ 1 to REID 0139379 i 1 i I / l I I I /� FENCE GATE CONC. FLUME / 442,02 /I N` I f Y J I \ USE: OFFICE C I CONC, 1 CONC. FLUME BUILDING 100 I I I A 1 I I 1} U �` (4 / i�� 7 GAS METER (2) 4' DIP I//y 1 I I+rl !v ( m DRAIN RIM - 436.18' L/s i q i RIM - 44'180 443.96 ( I DRAIN RIM - 441.49' / I 1 ` - - - - - - - - - - - - - - - _ / / AREA I I APPROX. , cRa I ASPyA l ICO I .75 ) I l i O�_ `3%► `'C INV. - 435.11' I I RIM - 435.61' IN - 436.00' NE 1 • INV. - 440.41' I / I 1 3 ! / I 1 ETGU 1 �• (J I ` _ 432, 61 `1 I INV. -!N: 431.26' APPROX ( ) r4l, / f IL� / Yo,1 / ► 1 I'` _\ -4I / I lI / / Our 7• � CON(^\ ��`bt, 4" PVC 2) 436. � I/ I 1 INV. -OUT.• 431.25' pIRECTiON 0C'D INV. - 436.1T (SW) 1r (p I RIM - 440.89' 441,96 `�/ / � / l I 13NKNQYWB / J " I I I /, I k HOLLY 5' 0 Pp P 1 MTR c . APPROX a II / I I INV. - 432.81' (4" PVC) EDBL1 • l IN - 439.94' (SW) I • y INV. - 436.65' (N) � I I / I II l /II° I i I l``� \ / 4P CO (2) I I I INV. - 433.66' (4" PVC) IN - 439.75' (NW) l� I V, - 436.54' S oI lo./CP,t' I 11 NE 13• l HOLLY r I (1 �� IM - 441,13 � 442. I / IN�i. j �0' I I IN 13 INE 13' I / lot,I I i l � I I METAL STAIRCASE \ �O (2� �, AREA 1 �� \ \ \,% 4 A RIM - 4414 ? BE l - 435.89' NW l - 439.53' f 4 DIP) / \ 1 I r\ AK 10" / 1 1 / 1 I I -,, qt _� �, NCH 44WK4 ( ) I /Q I / I I , SINE t W III/I / I 1 / 436-85 GREASE TRAPO rM I ��\ � INV. - 441.39 RI B1 INV. - 436.00- (SW) I I pt FLOW OUTLET I / i' -i rip 1-i FLUSH / � 1 �/ I o I DRAIN RIM - 436.13' / ) \ \ \ \ INV. - 439.91' / / 1 ' k4•Q` a / I/x 1 I I / I x 1 CD GAS METER / �, I y I / /, I 442.01 V 436.61' NW) I II \ i / / I I 18� I I i / / / I i INV. - 435.08' �l l \ 13 DRAIN RIM �4440355' ER ( I 1, i ��§6PgD r PAC I / I fI S 8T22'20'" E u I/ i I / l 124.78 1 / I R/CK 1 ) I\ o•A I �1I CONC. FLUME 1 i EMa l I //I I I ll l /l chi � / / I o / ,\ 3 BENCHES �/- I °' INV. -INACCESSIBLE AC 1-STORY BRICK I / l 442, 02 I � a � J l 1 I I 1 191, 86 `n} II ` I I I l I PWR MLR \` / �/ I �' I O l I2 DRAIN RIM - 441.43' II r 1 44�?AAV RIM - 441.20' �Asr z I U - RIM - 419 8' /�II I I I 1 I C / 4_-I �� ` ' 1 I o BUILDING 400 I INV. - 439.98' \ I I 8' C F^ ( 1 I I I `1 / 1 / Z / ,� RIM - 434, 97' I� r/ I IN - 44�312 / � 4' WOODEN FENCE i I - I ,\ - / f _� I \ I ti l I �IVV. -OUT 415 4' I i 1 / /�o / ~ x INV. - 431,96" (N) `� PERSIMMON/,"1 � - l i e-- _ / �� 9 " I l l if - BRIC I c� t FLUME DRAIN RIM - I I II RIM - 442.18' I I / / INV. - IN: 415. 0' I I 1 I' /(�6 fF A 0 � ` 1- � PERs�uM 4 I ,1 4, I t�U - L, I 1 / // I I M /(// l B p / INV. - 432.16' (E) � [j 63' INV. -INACCESSIBLE a I z DRAIN RIM - 440. 93' / lI 1 438.86' (SW) I I t, ` . I III II I 1 INV. - 432.97' (6" PVC) d 1.� IW I - o INV. - 440.39' / R 64' i / 1 I I / jr I I ► l / I „ 24. 79 ® 436.7611 GR� i II; N 4 68 - 439.26 I / ` �/ / _/ J / I I i /l / k v \ I' �' I c �� -i r 1 4 P�IL'� // i� �/ 1 G I RIM - 443.36' i / / / INE 22' I aks a O (3) BENCHES 4 ' a s 1� F� IN - 43727' (NE) Ir &P \ `RAss I i / 14gp�1/ W // 1 WE£rcu� 31" BRIM - �22.98' l j J �\, o BRIO Tess (�) \ INV. - 4412.1I' SE �' q m / P"'/ I / INV.-1414.371 i0E 424.77 6" PVC 4 Ui C' ( ) 1 //� O l r _� �' / "/ I / / ) C) ti► it JN�✓�f4 I f INE 1I I �/ iINV.-1414.3 f S i" R S C /W INV. - 442.04' (NW) I II v � ��'y\� /i ii� �i- II� I I // i 1 A ROX. RIM - 428.5T APPROX. cHERRr U NC• � `�, / , )� / 1t,r1 / h`I INV. -4 415.4 , (�) ( ✓ IIJCOOy IN - 425.94' (NE) 2-STORY BRICK 41.�� 1 q(( us / Y 1 D LE I PPROX. a 4' //� / s ___I II / J I i I ► /I RIM - 440.28' C STAIRS W%f / II � p G0111 // / ,, �i � �'')AK 15" 1 ; I t I / / x l I III a; INV. - 420.93' (SE) IN - 432.86' S / I a ,u / DIRECT/ \ ! / / a E el* ¢46- _- I `� I 1 / I / I 1 / 424.83 INV. 420.3T (SW) INV. - 438.80' / // RAIN 18" BCE /� / / v/ --- - I - AK y3 I i I Ir 1 II DRAIN RIM - 441.67' • II / f I I /I CO METAL STAIRCASE 4 DIP APPROX. INV. - 440.65' \ • 1 4" DIP Cl) / 141PPRO INV. - /� / t x � I I � )1 / I RIM - 428.98' 6" PVC APPROX. APPROX.4"DIZ / gDIREC 1 / i' Imo// 1 i l \ __,,,, F" I I \ I , 0 41d618,g" INV. - 418.95' (SE) RIM - 431.14' %%�� / \ a 18' 1 11� I I I , I rV 1 HoLL HOLLY r INV. - 418.80' (SW) INV. - 424.36' (SE) RIM - 429.66' 436.86 ) ;o �wuoo I I I I -1 II\ HNC. FLUME J \ QPA . I \ // % % N I \j II RIM - 422.45' `` INV. - 427.27' TO CO IN - 42710' (SE) DRAIN RIM - 440.41' App ~I ( CO)) \ `�^ - 1e' TRIPL,� I ASPHALT rNE / / l 1 H `� 11Z° � INV. - 425.05' (SW) • \�'� _ • RDX 4 l 1 \ / I i�iNKe�o 10" \ / / \ \ INV. - 418.8T (N) ,-__` `RCP C INV. - 427.61' NW o 439.29' • ,,J / / / 1G' \ I --__� � O 9 ( ) % 4�� - � CLA RIM - 442. I Ilw "'1 // __� ` INV. - 424.41' NW / / / \ V INV. - 419.04' (E) i CO ` ( ) INV. - 422.26' (NW) i 4 I I I 14 / / / r \ 1\ INV. - 422.40' 6"PVC �/ NC S/W ``�-� ` ��1 441.93 N I IN . - 40. N 1 '�?q� / / / 6" PVC C i / I h-__ -. -� 6" pV` INV. - 42796' (NW c 1 ( / R}�AIE 21" I �/ / APP X� I \ V\ - I I 1 `__-�� `~ ` C ` 43 / DRAIN RIM - 443.6 92 \\ I IN . - 4 .2 E) �1 / 1 r 11r - e• \ INV. - 442.7 14� 41,P1.07 0 11 I \ I I \ _ CO - 6 pV i \- ` 1 436 s �I" \ DRAIN RIM - 443.66 z.V 1 f V. 4 . 0; (S) `' l �I I 1\ �` _ NC S/y� �j - - � 1-STORY INV. - INACCESSIBLE I 39• I �I� / I �� / / I I `, •�_-�� pR I ELEC. �` -� 8" J2 "1 I� y Zi CONC. FLUME BRICK BUILDING S - IN . - 92 NW �1 ' 1"I I I / / CRASS I', PANEL p \ o RIM - 440.38' `- 1 1 \ _ p /� Q � � s" �, DRAIN RIM - 435.09' \ / �I / / I \ '� L��+_` RIM - 429.84 AI�PROX. Ir - �` INV. - 434.05' DRAIN RIM C 4LU E ( ) D 1 i I I , I I R ke'4:' I DIRECT1ON I t ` �1 1s' 1 INV. - 438.95' NW I r ASPHALT i�� INE 1 1 / -111 1 n I 1 I 1 INV. - 428.34' SE I q _ INV. - 439.211". 4" DIP i 11 o I // J. LANDSCAP IZO)c 1 �,ir,E \ R ( ) - Al97 P X� RIM - 44�`7 I n \ I 6• cRass\ /��s` ` _ INV. - 442.74' 1 \ 1 � Io I I / TiMBERS \ I 1 \ Rl A 2y�r59 �� \ RIM - 428.24' INV. - 428.54' (SW) - \ /� /- aI'll>r� �� - CONC. FLUME 441.94 • = 4.5� `� R INV. - 4375 N ' � o I I ' / \1 I (�\ I I J O • ~O /'< 1-� "� _�``- �.00 DRAIN RIM = 444.60' �o \` i 1 INV. - 43766'� I // \ I INV. - 420.26' N D •- �- I W� INV. - 441.60' IP 1 I I / I ci ' 1 /� \ `l.Oa 9 �If) \ Ili I INV. - 420.69' (S) RIM1- 429.86' / CpN /�•�� ,, W SS / a 6�14 S`5 �►-\~---_� 94NV. 440.40' �J \ I I 1-ST 1> - 441.54' 4 DI t I JIB I I \ = N 2 I/ �Jd I \ ( _ C S/W � I �_ 1-STORY �-i \ 6 II r, ---I I vc, \ }ili1� V I INV. 420.15' (NW) INV. 428.86' ) _ ~ - E / ORY MOBILE �I E 1 I AK 16' \ 2- 74� ( ) I\ � (�D IN - 424.25' 6"PVC ` • � � � � rERB1R 1 r -__- ` 1. MOBILE I \\ r\ / UNIT 4 3n- I \ Ii /I 1 G*E 14 4 R� "� 8" AK 16" � \ , ' ` 1 C 4' ,'/ I�� V 3" C2us1ER f r C Q UNIT 2 �I J 4 I 0 I \ 4,10"', II \ If AK 11 N - N r*1 I 3 AR/,q \ #� - HV V ! _ "- I -_ W I \ ' I I \ I I 1-STORY BRICK BUILDING RIM - 437.69' 0 \ y BC£ ` - ■ L AC `I b_ �0��$I �� 8 i 1. 4' 1 arc s' \ Q� IC I \ £- - - '��`J - �_ /�--f \ J \ C I �GINE 16[ 5• / I y .I- 1' ( \ \ \ \ a' I f I DRAIN RIM - 441.71' INV. - 429.08 (SE) 3 WAC; w / r j�•k�J 3 �r \ / I r" 14 I INV. - 440,87' INV. - 429.08' (NW) / 1 L� J 1-STORY MOBILE V.I - I aK A to I - - 4" DIP � ASPHALT 1 1 1/ l , go j 1 - -� NE � I � ��K INE � RIM - 428.31 ' CONC. AREA I I _APpRB . - � ' I \ r �- - -�� 4 a� \ 1(�"'�,�� I �' 11t' 1 a• 1 C IN - 42755' (W) 3 4" DIP ONC.. 0 • , \ UNIT 3 Iv------_� ,, I 1 1' A°K I aR` " 1 RIM )- lA . E INV. - 429.13' (E) 1 / APPROX s/W v 1 I �\ It1 i I /I V I 9 • . I I II�V 2., �\ . 1 427.57' (NE) 434.07 0 3 I / �0 _ I \ 1 I (� % k I� � - I \ a " EJ`^ �` 1 ''0.� �� CONC. FLUME ~`` aN 1 1- ~III I � 1 1N3.13I N/F " i 715 5• \�'� _ i30.65 -t % sroN - _ � -__ _ sTORr , 0, y 1 !! 2d" - �� AK (1K 14• LE 4' >� PINE•\� \�\ \ _ CON . W CO/yC 430.63 96 I DRAIN RIM - 440.90 IIV ♦\ UN/T " B/(f \ I I t;k � I I BENTSTAR PROPERTIES, LLC �~ AK 1 , O \ ` \- CPA _ . RIM - 433.49' % 13 40 I I I r IDB 11346 PC I _ - 1 I__1)� 1 INV. - 439.88' 443. HV 7 �� N a' BY 199 PG 17771 M NE 16` . �AK 12, K 3 K 1 \ ` ` ~ \ ` / I INV. - 4 4' UN/T FR W I / . / I "'at 1 _,� , `-M�+ aK1-nz,_I, ` 3' \ � pPq '\ - 1 88 I1 DRA..... A - 439.66' RIM - 445.1' TRA/( � I I �1 I -, / �� x oac z �a } / / G r \ (�A� \ 43 0 13I _ INV. - 435.11' (NW) 7 20. 1 P!N 1707999519 r (� °ire oax 10" ``�° 1\ � � 1UE� yJ / % � J 1/ INV. INACCESSIBLE' O CONC. FLUME " I -► I / REID 0401689 // / Ob E \ ` I ` „ 6, /60�• nac s ,y+3 ,�.r s. r \ �� `/ +1 I / �r I INV. - 435.63' S Q UP r-I / 16, I USE: OFFlCE I M 1 .4-1 " �, "' `� \ f I RIA �, - 429.96' _ � � DRAIN RIM - 441.43' z E / / q I 8,�.\ \�\ � y I IN -,,',-�- OUT.424.21 -- /CK {y 1-STORY BRICK INV. - 440.2T �r I I I 1 I / \ 1 4" ' r�' 4�AK 3") U • \�� k I IN/�. - IN: 425.96' l ( C&G` T_ q(L i BUILDING 500 1-STORY I I r 1-STORY I KN f "w ? '7�_ - 21' \ s•\ l I / /_`-1_ / // A� Rg MOBILE ° \ MOBILE I I 0. I 1-1 11 42 a" 6.w P,-t"2 �ic ' i \ \\ % ��- _t �� RGP / �I'll� - �. / --\ I SON RIM - 440.81' 444.0 I UNIT 6 ij UNIT 8 I�E 8" I ` 3' PVC MESH LANDSCAPED Nr Y x � � 3�"µ / -A �` � !" -SS SASS r RD S - /y 4 .36 I e\ I V,� ��• 112 ) - \ i Sr \ i i T INV. 436.50' (W) OOD * I FENCE/ AREA RwO%RIVER - �5) Ffii/C(� 1 �� /��E DAR J. 1 ) R >S 0 ) lA/R W \ `�� 1 � .953'y RA/( IN - 437.47' (E) 444.03 S S W I .A I ETGUMII0' COMPOST WOODEN . NK 0 ` oa _"� / L ST � �__ �� tt' 1 E / - �-_\ \ RA/( TC��-_ ONC.�pgO 4 ONC. qN G ( ) I qR� I I 1 r I � IN�14 I / AREA LANDSCAPED - 1 oaK I _� _ , >`___`_`_ � D/N INV. - 438.88 4" PVC ,N 4 TIMBER UNED PLI T RA1 n __ _ ( PLE 4" PINE 12` 0 8, '� NJF 5, a ` CR4 s \ v P 12" I / PATH , `T I PLAY SET U ' \ I TIE N/F 2' t N 8', L e ` , Q 1-STORY I 30' X 30.5' I o' u / o _ � .� --_ \ RIM - �438.34' � C . � I \ 1 / "� `` `� / ��-+.J`- INV. OU1� 432.32' \ HVgC UN/ ca MOBILE -7 I II ( 9• I I LANDSC r PJ MAPLE 8 1 + " I' WOODEN +'RF �' HASSEL, CHARLES AND / I ` � '`' I ABLE � ` AR 6 � �_ A 6' \ � � �- � I I I/ WOODEN AREA W 8' Prn `� A � n A/( UNIT 7 I � ) 12` 1 CAROLYN /RETAINING SHRUBBERY GARAGE 5, L pR/Vq F 6, AP 9` � >` CEDAR7 -�� t i-_« O \\ C-,,k`----.2 / ( § 0 1 08 17017 PG 1655 WALL �C£ I £ 2s ` �_ \ 'IW� --� I J Q x o 1 IRON 1 N x�1 't• ,'. .,� i 0• 4 OD yC .i 1 I I I o 8M 1981 PG 665 N/F ROD \ N/F -� �10i w� / ENC(�35-;.�jL IO p�C �� \ �- �� IIo RAMP I I • I 1 i PIN 1707899W / JONES, CAL ON AND COLLEEN GAROEN BED / F� / 73/L • :� \ � _ / / I J I J / f z I ESKRiDGE CLYDE AND LINDA FENCE AK 18" AK ts` a, �Ar' "� ' \ \ _ _= a _ �" REiD 0122744 DB 16483 PG 1887 \ DB 10417 PG 2679 W e /JPr / / ,, - OAK s � � � \ '� 4° 0 -• `` \ II Q � � AS �C T / II I / y i I ZONED BM 981 PG 665 BY 1981 PG 665 \ ►l / / o L _�oAK 45� �K 1 23• -W �ED s� - `� ` z L r WOO l 11 47 / I(1 USE SINGLE FAMILY / Q o _ �'- � E� � D/x CONC. PIN 1707990476 PIN 1707991487 / REID 0122743 REID 0122742 // / K• 6 W �x / -� - % / (AND/ I 1-STORY c RIM - 447.83' �� Ft� 1 . P � � &.-_'.,,r 12• ciD� �.. �`•`jl� � `-c C / I MOBILE � 1✓E 1s'L ICV I ZONED-R4 ZONED �O NE 16' 7I I 3 �'} CEDAR to _ c &G UNIT 9 INV. - 444.41' d 8 or a. a _ I _ I USE: SINGLE FAMILY USE: SINGLE FAMILY /� z / Hrac 11 I �'` c e � t �.� 1 447.87 \ / I I8'�_ � id' �� CEDAR 12 aR I �c PP V I cp h I / N F N HE r1l i� 2-STORY I i I � E 8' - `�� / 61CNIC\ \ I / I ��HED /- � 13 . ��_ ,�_ 'I \WOOD YARD, CAROL ISAAC, RMESH AND ANGLE i , lill 1 d FRAME � 1 IRA t1EL11'�6 �/,u! '"„= RIM - 443.18' � � I M I TABLE �\\ DB 8152 PG 215 I DB 11931 PG 2700 7o I 1 GARAGE 1N _� P11tE 9" , / '�J.(/ f __ Pity \ I �` / BM 1981 PG 665 BY 1981 PG 665 o 4 z 1 I I OCK 15. "� U - 1'� / PINVE 11� III TAI BCE \ PiN 1707992482 PiN 1707993396 �I�i oW� \ASPHALT 2-STORY 1 �c is !•-441.1 / Q4 I I ASPHALT \ - \ / REID 0122741 I REID 0122739 \d I \ ° FRAME 1 _ _ _ _ _ _ _ ` \ 6211 E '4 Z =� o ;} PARKING \ \ I ZONED-R4 ZONED-R4 � II\ �� BOLLARDS (1 i) GARAGE BRICK � GRAVEL HracoRW 9� I---� � i30� I P 1r'' L� LOT \ / USE: SINGLE FAMILY I USE: SINGLE FAMILY � I i -BASKETBALL GOAL LA TIMBER - 1 O 00 °P •. �W_ I I 0 AREA TOM CAP 17 � J � 1 I 18• g I FIRE _ F VP • 'P N: 779,386.24' \ \ / `�+ \ { \ PIT 2 sroRY �24, p \ \ / O \ GREENHOUSE- - 111 h DECK PLANTER FRAME = - � __✓ e�.�! CP&L I E. EV2,109,761.20' 76' \ 'I c6 GARAGE j - '�` r'� z _ __� ELEV. 446. 76' \ \ Q EXISTING II i r BM�1 854G i523' �� _ \ / CITY OF RALEIGH DEC{ S' \ \ I _ ,3 h \ J I N F I % �` PG 372 j ASPHALT GR PATR�A` - __ � \ J I 10' GREEN -- J -+I / N N F WAYNE, KAA -,'7 DRIVEAND PEAR S, DORIS \\ / \ - � EASEMENT I BOURGET, LAWRENCE /F / DB 7112 PG 663 O C, Q.( `� DB EME PG 696 I DB 11931 PG 2700 \ EDIUM, JAMES AND CINDY I SHANNON, KYLE AND LINDSAY BY 1981 PG 665 / I r �1r�G 2597 EXISTING �S Z=14" E � QC m - -z BY 1981 PG 665 DB 17185 PG 1318 DB 17000 PG 507 / ✓ / BM 1981`K .665 PRI VA TE 20' ?,TO � \ !� a rn I I 1 � �M 1985 PG 1523 BY 1985 PG 1523 BM 1985 PG 152�' 84 \ I c, � BY 1981 PG 665 BY 1981 PG 665 / � \INV. - nl �` - BY 1984 PG 372 INGRESS/EGRESS ` \ � 136h m 6' I I m o `BM 1984 PG 372 BY BM 1985 PC 152J BY 1985 PC 1523 984 PG 372 I BY 1984 PG 372 / BM 1985 PG 241 I BM 1984 PG 372 EASEMENT � 439.52' O I PIN 1707994384 \ PIN 1707997228 WOODEN I f ,r• PIN 1707997311 SCALED PER I If REID 0133434 PIN 1707995357 BM 1985 PG 241 REID 0133438 FENCE I f 1 REID 01 JJ435 I PIN 1707996333 / REID ZONED - 437 I BM 1985 PG 1523 oP 1' I PLANTED' I, USE. SINGLEFAMiLY \ - ZONED_R4 REID 0133436 ZONED-R4 ZONED-R4 zK ___ _ . USE: SINGLE FAMILY USE: SINGLE FAMILY REMOVE TREES SHOWN WITHIN CONSTRUCTION LIMITS. REFER TO EXISTING CONDITION AND DEMOLITION SHEETS (C01 .01 -001 .03) FOR GENERAL NOTES AND MORE INFORMATION. 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I BM 1708 PG 20 PIN 1708807831 ZONED-R4 cREFE RIM - 413.79' L___ REID 0059982 DB 8723 PG 2423 EASEMENT PIN 1708802803 REID 0181608 DB 6800 PG 887 GREENWAY EASEMENT N: 780,726.61 REID 0181610 1 10' EXISTING CITY VARIABLE WIDTH rR;r � ZONED_-R4 _ _ BM 2000 PG I J37 REID 0181607 I UTILITY EASEMENT .� i INV. - 407.04 (LATER ---__ _ ZONED -RI BM 1989 PG 1496 PIN 1708805841 �E DAY CARE - DB 8723 PG 2419 HONEYCUTT CREEK TRAIL" REID 0181609 E 2,108,507.85' I ZONED -RI O rn I I G-251 CON I INV. - 406.55 E l ------ ZONED-R1 USE SINGLE FAMILY PIN 1708804741 DB 15264 PG 1722 355 USE: SINGLE FAMILY I I HONEYCUTT TRAi BM 2000 PG 1337 () I ZONED-R1 XISTI �' z USE: SINGLE FAMILY I REID 0181621 BM 2012 PG 533 'BENCH 71E IN 13" PINE I V I I DB 8723 PG 2247 II- - RIM - 414.56' ASPHALT / P t" USE SINGLE FAMILY OVE I DB 6963 PG 341 -� ZONED-R4 EXISTING c ��.4115'�W) /--� / _ I 10' AROUND I BM 1989 PG 14„ GRASS I I I I ' RIM - 44'4.68 / I ® / EIP 1' USE: HOME ASSOC CITY OF RALEIGH ✓L ENCLOSURES I CONC. 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I I I I I II GU 1' BAR - 11'- Mf'Syj, ^11 \ - - s--- _ _ ---- '�-� --- 4 S - G - --- VARIABLE WIDTH fAlp I GE t • �\ 0�-- Q, G DB 6806 PG 855 I �\11 I �F\ it I \ RIM - 412.58' GREENWAY EASEMENT E 6' •s AK F'16 1 ASPHALT - - - - ' S 85 3728 -FO � �q �5 INE ---StQ�.�e�etll�_ BM 2000 PG 1337 i I �1i1I I 412 1 INV. - IN:409.23' DB 14828 PG 2458 R� GUM E 14� I �u / NE 4 aPLE \ � 4 - " - - ------ �`-----� ------ _ )--L_-_18HCP tAs --------�___ --- _ - Y-�---- 1GI III � I h oo �\ _.� .._.�,�� p -�-- -�--_ __- r-------- ____ BM 1977 PG 672 IZI pl I � INV. -OUT. 409.21' BM 2012 PG 295 PINETI2 E11 - 4 8' 3" � b / PARK \i�AIN � � INE � �INEr9 �� " -- LE 1'I'! ;� t5- PIN 1708708567 ICI II I I Ir NIF I 1-40861'-L4 'ENTRAN i PI 'SA NE 15 M 3' IgPLE 4 ` a ¢ OPLAR 3' 5 ��- `/--- REID 0101116 / I I I't� I , 11I ELuOT, DAMES AND UNDA I M 9' FORCE (MAP 3' 'Ap I-`- I �\ SE �• ( - 1 _ 3' E uF R -- --- _ I ZONED-R4 I �I I ~ 41�I'1 -- DB 3506 PG 638 14" h$- tip" ... 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MA APLE 16' 0 I ' 1 4' INE "\ ZONED-R4 "`�� IN 15 13 " 1 I / / \ ,x \ INE 19' L"t I'- - - `INE OPLAR 2 ' IN y 58' aAP 2Y 5 - INE 7' \ E 8" "S V I USE SINGLE FAMILY NE C � " :" " �1 I �C \� PIN if0 �3'�INE t M 4' OAK 1 �E /� " E 1 LE NE INE 1 S p NK N ,1AR 3 ` \ l I I / AK \ / \ PLE 6 w GDM� �FINE�'-Q� y 33'- SH 9• i pA t \ \ / I EIP 2' FLUSH I C 6VEj i2 I 5 i J/V IN NE i ' r LE 8" � "M 3'� PI 12 - U 1 \ II A/ 79'Q n GU�f 8 PINT_ 13 ,� E 14" 1 'OAK 16' Qqp 4" "'�`� E 19�P PINE 13 NE 11 _ MAP�F 0628 i - e�ASH \ INE 16' APLE LE �^-� �p �• .4' 24" L PME-2 I PINE 5" S"`r�l0AK,4 " \ PLC 6' P V Z V 13 �W I IN 11 j� E 5lv 1 l ZPINE �E 12' APLE 9" AR \ -- 1 APLE �-^, 4 LE 4" PINE31" PEE I NKNO/% 1 - - I� - INE APLE r \ \ PINEIt;:;3' PINE 22" ��t3,p�INE 10' APLE 10 RIP BiR r \ A IN AI 9 D INE �� 4.54 I AK INE.B1 1 �\ \� NE\11 // APLE K�NE k " OAI(7'W�11' AK 3"('1 LE 12 E 1��,SOUR 6' ? � � � I PIN��S ' PLE " " IN AP -...._ `' N I OAIjh4 A7A1�LE-8 �� 41(. ►►f�AA��LE 3 1 \ _ A6bTwCddD 3 MAPLE A I NKN�WA( 3" GUM 1IPLE 6' / 3° 1 \ ��AK 6' Z. ASH 9 -7~ i "APLE 13 - _ - APL� T`AP GUM 6 d AK 9 0 OPLAR 1 - �`/ // i � \ .OAK 10 DINE l3O M�13 - RN00D 9' MAPLE 4' �NgI A IN �\ L.SWEE M 4' RNmOD 3 Y\ TGU (n II l NIF I gAK�d � APLE 6 .41 1 / I 1" \s,vH^ 3' �; /� 4 PAVE 23 444 MMMAPLE 5' A/P�LE 4"�M 31 4 1 l 1 N 4� 3"� "\ \ W \ \ INE AR \ \! � 6 PINE I ' J INE 17" n o A ^ K i" ANE E i \� MAP 5 \ APLE 8' Z..GUM 4AP "I I \ \ \ TGU�I 3 3• S II DAV1� ROBERT AND CLAUDINE AIM K - - \ / \ _ \ � � (NPLE 7 " &OUR 11" NE L' \ Mq 3 M r N 7 \ / DB 2951 PG 913 I 2fS54" 5 10 \ 18 /qp� 8\ APLE 5 NW��9pp PIN " 3' \ 1 6" \ \ \ I " '} ' 5 INE 0' \ ` I W �ALE f0' INE, INE 16' \ \ ��t MAPLE 5 - E.,3 M E i \ 5' "BM 1977 PG 672 PInE 2 A 7 / ` \ I I 1 opP Er6" L.ELM E 21 � \ \ f�iat6"1 1 lM UM 4' I I \ \ ° 4'. a ___ _z /w �/ INE \ 66"" 4' \ \ INE 15 pl GU RIM - 407.06' PIN 1708800435 K 6� A 6" / /" / C NE 13 INE 1 / AK 5' �� (Ltl ' OPLARI 1 I f0" g" /\ II I / 4" I r NE I VICE t„8EECH�APLE 4' PINE �t%9ATF3 INE 10' ' METAL TER 4g� S M 3 S eT�+ N IN - 397.53' / REID 0101160 a'� IRL�I �\ \ rN ^"�� PINE t2 °^P K 3 �� /� , �� 14I' 1 E N I \ W TOP ELEV. --914.20'IF •pI\SWEETGUMp�E II ZONED-R4 OAK 1 1 I ' / INE�� \ \ \ B PRoWDED \ IPLE ('L \(�q � t.,OAK i •• "A _ R 7 . 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I l �- N I CONWAY, JERRY B TRUSTEE / I 11 10' EXISTING CITY OF RALEIGH GREENWAY EASEMENT DB 08917 PG 599 N I / I AF 1 G-251 / BM 1708 PG 20 I BLENKER, AMY M I I "HONEYCUTT TRAIL" NIP PIN 17089011757 I NIP GHAFFAR, SHAHZAD ABDUL I , / I I I I I I RISNER, MARCUS EMERSON REID 0181595 CHARLES, DUANE S I DB 6963 PG 341 RISNER, CHER11 E ZONED-R1 CHARLES; MEUNDA J DBM 1708 PG 206 BM 1989 PG 1496 DB 100091 PG 2318 I / USE: SINGLE FAMILY I NIF / DB 16421 PG 1077 PIN 1708907773 BM 1708 PG 20 NIF BM 1708 PG 20 REID 0219033 10' PIN 1708900709 N� DB 08316 PG 1246 MOHR, JOHN C FOSTER, L ANNETTE I PIN 1706906732 ZONED-R1 I I I REID 0181594 BENT TREE SOU714 I BM 1708 PG 20 / MOHR, UNDA C REID 0181598 I USE. SINGLE FAMILY ZONED -RI DB 11336 PG 571 I I I HOMEOWNERS AS;i0C1A110N, INC. PIN 1708903708 ZONED -RI I USE SINGLE FAMILY DB 6963 PG 341 REID 0181596 / BM 1708 PG 20 I USE SINGLE FAMILY I 5' WOODEN PICKET PIN 1708904754 I I / BM 1989 PG 1491ii ZONED -RI FENCE CP&L OVERHEAD REID 0181597 I I PIN 1708902694 USE. SINGLE FAMILY I I I I � 10' AROUND ENCLOSURES / REID 0181620 I / ZONED-R1 SIGNI 3' DB 5969 PG 620 ZONED-R4 USE SINGLE FAMILY 1( GEI IRR . BQ� BRICK" USE: HOME ASSOC I� L/S ` -� 8° 0 5' 0 FENCE BR�LK% BRICK BRICK I / I `0 ° OLLYINE / I I I II \AREA# 0 YPR 12 E E 8 COL. pP I I I r 3" �� = OL. BRICK COL 1-118" BRICK COL. I NIF NIP I I t J. A� �1 N T MAPLE 1212 x 6' WOOD FENCE BENT TREE SOUTH EA M9WALL PINE 12 x I r IR 5 ' - -� - - � acNou "� a to' l \ 1 1s'�INE 1 " P 1 � ~ (�- - K �s-�� I POPE, TERRY M _ I 1 IcRAss IRR (2 - . _ _ H / MAPLE Pf1 E 16'C) QIAPLE M oN s" COMMUNITY ASSOCIATION, INC POPE JUDY G m / - F r` 1 'wy, \ 1A IA - - I ^j 18• ItbODS/ "� Ild 8" ('S INE i AK 6' OOD FENCE DB 6800 PG 887 DB 07324 PG 396 - - FO \ \ GROUND - - _ _ _ _ 4,PINEf STA 12" 1 PINE 9" 1 NE 23' PINE 9�gp�LE q � x L/S A fi -� - 0 - -- F0 - - - SHRUBBERY BUSHES - I if INE , - ! 1 �" LANARE�D gINE 8' " 1 4-t 17 i i" ('} I BM 1995 PG 1287 I 4x R- EIP I BM 1708 PG 20 _ I t E - -- _ _ _ _,� 4' WOOD PICKET FENCE PIN 1708909504 PIN 1708909710 SIGN \ �� E --FEE yF0-�/ OILY APLE 1 �7 I P 0 /� INE 1 N Ffr_1 AK 12' J INE 9" GINE 13" M 8 EIP REID 0219056 \_ _ _U $- I R ZONED-RIED FO =2 =425 �� E ER i ' INE 8'NE 9' LANDS i USE HOME ASSOC _ _ _ LAi '--� BRICK COL. ZONED-R4 I - \ / 1 INE 8" NbODs NE 12 NE 15" INE 8 _ _ _ �- y 0 ARONN EN SUR E t6' PINE 16 BELLSOUTH USE SINGLE FAMILY =�0= GUM �k _ 4= -----� -FQ-- _ _-�-- _ �� \�J_- �� _f- ®" F�� GU 3) INE 18 AR NE 15' -- _- - ----- ___ -��_GRASS_ Y iN� 6;J INE 15 --_I`2 \ p4R, yT RIGHT OF WAY L NE � 81b3' WEETGUM iO`�P K EASEMENT I I --_=-- � ---_.=a=-�____=__ -- =F�2_ _ `� I - _ I �,Tj� , GUM Ej F DB 4739 PG 605 w --_ t-wV- W - W-t=_=trT=- �_--_______ CFO_ --__FQ = -_ _--- _ _� - �_ 2' F E rt 11[EL1 Ai \ ARKE I _ _ _ RESS 8' --_ - - WV�N - - W - - W - W -� W - t1fi- W= IU�_cF'� - - - - - =-= 1_ - �EQ \ _ �� _ -� - - - _ - TV PED FH_\ �\E �a 1 N 12" \F 81u 1 BRICK - - W -- - __-__ ------ - - -\__ ---- ----- RIM: IVE iram \ 1 -UT=UT- \ �EQ-- 0L. 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P ° 11' R'10"� Ee�� \ I \ _ - - TFIT _ _ - - _1�Cp' _ +mow �_� a15" RCP �� \ \� \�\ `�\`�F \\ \ P "K('}INE \� PL� \\ \ \ \ 0 9.32'�O�;-+ - _ _ _ ♦� I �• �_ , � �� INV S NE) \\w \F`. `. GRAI/EL� E PH 4 -{ \ 35 15' SLOPE EASEMENT BM 1995 PG 1287 IBRICK COL. %t1RkKlOD 3 0" _ - ti \AK s7\oPLAR w.. ' 111 "A SIGN ; \ \ L `\ \ \ \ \ A.'HAL T PARK/NGIL�T \ - -� \ ' BU/ D%N S \ - 1 �= SI + ��`` \� \ \ \P� \F\ \ O C n n E� us7ER \ K \ �\ 89r\ ly\\�`�\`�\`�\ �O\ , EP M `BRICK COL 3^ LE 3' S \ \\\\� + ff IED 1 1� � .n 1 \ C I i v W I ll' l fi \ \ \ \ \ ♦` i I 18 Z11 \ _ F \ . \��\ 9s3 ►yE U Z 1 AR 4' A 4' I ILL 6' US7ER W ( \ \ \ _ \ \ \ y SW 3 OPLAR WE M\ »E 7 I \ LE 11'O \ \ \ \ " \ /' " ^ e G 1`- I r` - ASPHALTS bu GYPRE \ \ Q I I •\ 1�LDERS �� \F C�� \ .A4 REA - PINE r INE 6' \Low MAPLE 3" ¢ i \1 I \ \ \ \ I �' \ cCij 1 �� \ % ` 1 1 RIM: 38.50' DI 0\P19' \ \ \ \ \ 12 A�44TilUNE C9 1 1 Q \ \\�'M��PLE 8 F G \ \ \ %q�� \ \ `� \ \ \� - i \ ♦ 1 cn SO R \ µ \ \ \ 6' WOOD FENCE X ' RWOOD 4 yR 4' I OjWI K 38AK 11'\ ( 3 \ \� \1♦a \ \ \ \ I \ \ I \a I I I I I PANEL INV.• 33.85' E) \ `� `. s �� 9B \ \ \ �� TELEPHONE I?I:A c NE' \�{� \ o \ K> > \ 11 I I \ \ \ Oi ` O- -1AIAPk'FP YPR ts' \ \ N .434. O \�p l3' - \\ \\ I \ \ \ I \ I SIG I J 7 TW) \\ �� O \ \ NEETGU q �1'dA 1 GY f OAi(5 0Avi1 �� \\ U 1 --� / ��- INE 22' r \ �F \ o C \ \\ \ y 5� j` GRASS / \ \ \ 5� \ \ " \per Lqg 1 13' \ \ \ ? TFIEINI o \ /s 1" GEDAR WEETGUM 2QGUM 9" M !3�///''��'�� \\ \ \ I EPE M INE//��5' \ '\ \ L \ '' \ �\ , I \ \� \ Y --tom \ \ \ \\ I I , \ 3 4" INWF 10 M4' \ \\"\ \ \\\ AREA 22' APLEB"\\ 1MAt E14"IA7K'� 11 i I \ \ \ \ \ I I I I / \ \ \ \ 1 8° \ INEIry \ ii 14" \ \ \ __ \ Z W 1 \ INE 20' 12' \ 1 \ \ \ \ \ \ \ \ \ \ 11 I PINE C WEFT qK \ 011 \ o INE 2 ' POPLA/V,5 APLE �' � � � '- � \ � ��+ \ � 11 I � � APLE rK \ - -� TLE 6 CLUS \ \ �7F \ \ I \ I MA 13" OPLA�5' \ APLE R 5" - \ \ 1 � f / INE 22" .M1JAP1F5" YPR I L\\ ` ` \ \ \.� \ �_ � \� \N 1 i �� s�o�rf, 2n' 20' TRANSITIONAL REMOVE TREES SHOWN WITHIN CONSTRUCTION LIMITS. REFER TO EXISTING CONDITION AND DEMOLITION SHEETS (CO1.01-CO1.03) FOR GENERAL NOTES AND MORE INFORMATION. GRAPHIC SCALE 40 0 20 ( IN FEET ) 1 inch = 40 ft. 160 2 U Q _am J Lu h PROGRESS PRINT NOT FOR CONSTRUCTION I w 2i ~ O � U U) w o U LL o iLL] U) 00 = U Lu 67 r� Lu W J z z Lu (A O O � � ASR REVIEW #4 H uj __ Lo G r >_N /� V cn Z J = 0 0 CD J ♦V v♦ zi Z H J O p� V Wcn co PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION TREE DEMOLITION PLAN - AREA 3 & 4 C01 m06 DB 2951 PG 913 I I BM 1977 PG 672 / PIN 1708800435 REID 0101160 i I ,• / � B 94TCfZONED-R4 l USE: SINGLE FAMILY / I ARFA I \ I o Lo \ \ SHED I `" / EXISTING�J; F� \ I I • ` l NA 20' DRAINAGE DAMS, DAN AND LESLIE x � -t`� �-i�%4� �P TYPE T gA gA WETLAND AREA EASEMENT 1 / DB 2763 PG 189 BM 1977 PG 672 I EXISTING I -.11.-.1 1. 2,675 SF / 0.061 AC BM 1977 PG 672 I 15' DRAINAGE 'g1 A PIN 1708800314 EASEMENT / REID 0101157 I 1 °D E cot] °D ZONED-R4 1 15' BM 1972 PG 672 9 +_ ^ E E - T A k;SH �. USE: SINGLE FAMILY 1 1 ^ I I 7 SPACES N 9 S�CES N 10 SPACES �� - N - J I � FF - � FF - - - N �� A �� A 10 SPACES - 5 SPACES F r • _ \ I I B , S DPASSENGER ROP-OFF SIGN _ E Xi TIP. • • •' Q c' S�°ACES \ Y 66�ps94 li A 6' S $ . • ; bS :.i �, LQ a; b 20'X6' PASSENGER I '.': •..}�~ •.:• '• -: ' ` 'r B A N� REA DROP-OFF AART PAT10, SEE a ` :r `' - - VIA, RONALD AND JOANNE +; ": ,_,�• DB 2635 PG 293 I I E ENLARGEMENT SHEET l .' + : _', sH BM 1977 PG 672 I >>' B CO2.07 \ PIN 1708709295 I /� / \ RED 01011514 lqpl I I 3 , :;.;� , ;,. • `� ZONED-R4 (it� ' \ USE: SINGLE FAMILY 1 . CANDY �'.,'�*' �I&. F / i I ,� 8 THEATER ENTRY GYM AND DROPOFF PLAZA, \ / 1 I�Lj Q COURTYARD, SEE SEE ENLARGEMENT SHEET (8) COVER bwl ENLARGEMENT SHEET CO2.07 (TYP.) M I': ' A `s9 a pZ CO2.07 '� ;I. A IJ -9 •. a + V �1 E NIP NEW N MIDDLE SCHOOL BUILDING�� F / DE LEON, ARTHUR AND HANNAH / \ 1 I I Q F I F MEDIA COURTYARD, FFE: 418.00 , q t3Pr FLUSH DB 9638 PG 455 / \ I SEE ENLARGEMENT ' ,:.t .: 12 X50 BUS DROP-OFF AREA / \ BM 1977 PG 672 / \ 1 o A SHEET CO2.07 \ PIN 1706709156 } \ I ^ ?,' �} S PASSENGER DROP-OFF SIGN 30' 18 RED 0101151 \ ZONED-R4 \ // I 4 B USE: SINGLE FAMILY I PINCHED ap : «• I TYPE B TYPE •-` ,� . •. N-1 N-1 \ / 1-114' 2' As W E :: TYPE t I I ,.. ,, ..� . N-1 a w• :4 / \ "��.� TV s/w+ 7 III 01 Lo NIP � •A cd S7EVM ROBERT AND ELEE7V I o I O I K -�_, T�- -� �'-°;'i - $. B moo- / DB 2635 PG 293 .� I I Y 1 I G . - re- - - TYPE BM 1978 PG 476 + \ O F M I N-1 I I a1-.�-- 41 FF PIN 1706708089 / \ ° I : I I . • 1 . - - N - - F `� - RED 0101148 _fit--- 11- 1 - 1 .° - Y DING 10 SPACES M 10 SPACES ZONED-R4 _ _ _ GA IE - \ USE: SINGLE FAMILY /� p \ 1 I I 1 I l ,. i i • � • • la ' •La . : 9' '°OFiy _ ,T o E E I �• er I• I A CONTRACTION JOINT TYP. v r r.-- d \ \ SEE SPECIFICATIONS P I I I"R= a� �° , / I \ k I \ PINCHED E1P �3' DINING AND STAFF ( ) a i-r --� ; i-;Q� fµ �a,-� GG A A A B A `� _ J ENTRY COURTYARD IsoLanoN JOINT TYP. !� L_J SEE ENLARGEMENT SEE SPEaFlcanaVs� a-,.� ar-� - -- y y 6' S ••'� N. /Tl SHEET CO2.07 :' B A , ''' E E 1 I 00 (VAC) J J 2 J E I'd00 t' J 10 SPACES 9 SPACES Lo I icy 10 SPACES ( A ] ;= 9 SPACES R1 15' 1+0H Y r_ I '�''• .' ... I x 1111 E _ R52' ce oo F E .: S cn E 1 � I ' . ' .. ' N a •04 •r I� Q I CANOPY / ? . ; R N ':a"Y as :i•. «•., • , •.;� • a 1 N l� I - 6 CQ ` 1 r. •. z N _ M B E E N / EXISTING z DRAINAGE I O ♦ / \ 10 SPACES A 9 SPACES A - `o- B / GALLAGHER, JAMBS AND ELIZABEIH 15' EASEMENT I � LL I B lPcl cis' - - N - / DB 7433 PG 143 / I I I� " B 1 - f0 SPACES F ;= 9 SPACES =b A BM 1978 PG 475 I BM 1977 PG 672 , I A I J E / BM 1978 PG 475 I� O BM 1978 PG 476 I E PIN 1707799910 331 rrn*i,°D RED 0105755 / f i I I 8` S N / ZONED-R4 i i 1 I CANOPY :: ' • t ., �v Q USE. SINGLE FAMILY / i i 1 I I B B cr- al a I I 36' N t o B (DB' / BRICK I �i I I L- $ S / PATIOS! it I / NIPi 8' NEW MDDL[ SCHOOL DVIWIN 1 4 5-ROW NESTER, EHREN AND NICOLE ; I DB 7433 PG 143 STEPS � I \ FEE: 418.00 FUTURE MOBILE 1' 3 es BM 1978 PG 475 1 PIN 1707890626 1-a I g CLASSROOM BUILDING / \ RED 0105754 a 1 Z D Q AND SIDEWALK. - IMPERWOUS SURFACE ZONED-R4 Z m 1 -� < A AREA INCLUDED WITH / USE SINGLE FAMILY N r / 1 1 z \ R THIS APPROVAL. / / +pOST I N I BI (� (3. 7�0') ECM FLUSH ` LL is 'EIP 13/16' 2' � P 13/16' 2-BS C Bs c (1?S, p0•) GATE ` 10, F \ 5' WOODEN �1 ENCE TRANS/n EE � c•P op i' 1' BS TONAL � -_ P PROM, M" A� EL GLENN 11 I �prECTi1� YARD o SCM 18 OMiioi Pc 091 1 (i08 j 1 A--eurcD�N� R DRY PIN 1707890731 1 I I `�` GqUSH "x�` S� C� \� A DETENTION Q RED 0105753 I I ESs 11 1 \2 ZONED-R4 00� _ POND USE.• SINGLE FAMILY o. A A cu- I I o� A I PINCH �°� WILCOX, TIMOTHY AND BRENDA I SIMPKINS� RODNEY AND KIMBERLY COLLAZO, JORGE AND IRMA ANNE JONES WEAIHERSBEE, �6 WOODEN F N,�E EE DB 11315 PG 170 DB 8240 PG 1385 DB 14836 PG 2638 \ TRUSTEE BM 1979 PG 550 BM 1979 PG 550 ' BM 1979 PG 550 OR SUCCESSOR TRUSTEE OF THE 198,Ig'`t� j EE ; PIN 1707891644 I PIN 1707892643 PIN 1707893640 \ ANNE JONES WEATHERSSEE / p��' / _ M ^ RED 0110185 RED 0110186 RED 0110500 REVOCABLE TRUST AGREEMENT Mo�N ZONED-R4 ZONED-R4 ' ZONED-R4 DB 150604 PG 532 N/� cnIUSE: SINGLE FAMILY I USE. SINGLE FAMILY USE: SINGLE FAMILY \ BM 1979 PG 550 / KINNEY, JOHN AND MARL ' \ PIN 1707894643 OB 4122 PG 718 (1OQ I I RED 0110501 / BM 1979 PG 550 ZONED-R4 PIN 1707895589 \ USE SINGLE FAMILY / RED 0110502 I I ZONED-R4 USE: SINGLE FAMILY / c? / •BIRD HOUSE 6• xX B' WOODEN FENCE II o WOODEN FENCE - (16p o O9) \ \ / � PLAY SET / bLIE I I N/Y N/Y ]XI :i�00 o +�� SCHUERMANN, NICKLAUS AND ANNA BALLENGER, o I : � a a DB 16561 PG 332 I DAVID AND FRANCES _ Q m � , ' \ NIP/ / \ ��, BM 1981 PG 665 DB 4787 PG 71 Luz N T / I J KILBRIDE, DAVID AND CHRIS71NE \ PIN 1707897573 I BM 1981 PG 665 c� `-' " m m REm D 0122747 PIN 1707898573 Z w o o a 718 _ ' �VQv DB 140305 PG 81 / / ZONED-R4 RED 0122746 a I BM 1979 PG 550 / / / 12' X 8' WOODEN\ USE. SINGLE FAMILY I ZONED-R4 w FLUSH \ QJ�1� PIN 1707895489 / Z6 / SHED RED 0110503 FAMILY / Al?'_ SINGLE F\ USE SINGLE tFAMILY / ZONED / �� / I pp / \ �°� I / N HOLLEY, JOSH A AND SARAH / v DB 15964 PG 1814 \ I I / / BM 1979 PG 550 I� / PIN 1707897416 \ RED 0122748 sp l�T \ ZONED-R4 � \ NIP R% 4 SPLIT RAIL USE: SINGLE FAMILY SLADE, WiLLIAM AND ANN / / ROD DB 3046 PG 987 // FLUSH Q / BM 1979 PG 550 PIN 1707895420 I RED 011050400 N USE: SINGLE FAMILY If�l SWAIM, DESTRY AND BLYTHE I I DB 15675 PG 2179 I \ l l I I BM 1979 PG 550 Q j i 1 PIN 1707896395 I I RED A122749 f-To- '8) I � '4 20' x x x X Lj_L VACY 3' PVC MESH FENCE/ COMPOST AREA NIF HASSEL CHARLE: CAROLYN DB 17017 PG 1 BM 1981 PG 6 PIN 17078994 RED 012274 ZONED-R4 USE: SINGLE FA. I O\ j /, % ZONED-R4 V u� \ / l �Q l /, 1 USE: SINGLE FAMILY E1P IJA6' FLUSH �j N / � O 41 ' � \ \ / L � 5 WOODEN FENCE x� �'�°c'Piia sss r-o _ If GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY RALIGH AND NCDOT STANDARDS AND SPECIFICATIONS 2 ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS OTHERWISE SHOWN. 3. CONTACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE ARCHITECT IF ANY DISCREPANCIES OCCUR. t CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTACTOR. S ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. 6. ALL FACE OF RADIUS' ARE 4 FT UNLESS 07HERMSE SHOWN. Z ALL PARKING SPACES SHALL BE 9' WIDE X 18 FT DEEP MIN. S (AC) DENOTES ACCESSIBLE PARKING SPACE. 9. (VAC) DENOTES VAN ACCESSIBLE PARKING SPACE. 10. ANY AND ALL LANDSCAPING, EXISTING TREES OR SHRUBS 70 REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTACTOR UTILIZING A LICENSED LANDSCAPE CONTACTOR AT NO ADDITIONAL COST TO THE OWNER. 11. CONTACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHI7ECT 30 DAYS MINIMUM PRIOR 70 INSTALLA 710 N. 12 THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 20X AND THE LONGITUDINAL SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 5.01 13. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NOTIFIES CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS; EASEMENTS, AGREEMENTS; OR RIGH7S-OF-WAY. It WITHIN THE AREA OF DEFINED SIGHT TRIANGLE; THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL, FENCE, SIGN, FOLIAGE, BERMS, OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24 INCHES AND 8 FEET ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS KEY NOTES 24' STANDARD CONCRETE CURB & GUTTER, SEE DETAIL SHEET COZO5. CONCRETE SIDEWALK, SEE DETAIL SHEET COZO3. TRANSITION CURB AND GUTTER FROM 24' C&G TO 30' C&G. TRANSITION TAPER TO OCCUR WITHIN THE SCHOOL PROPERTY. THE TRANSITION TAPER SHALL BE 10: 24' C&G SHALL BE CONSTRUCTED WITHIN THE SCHOOL PROPERTY AND 30' C&G SHALL BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY. 30' STANDARD CURB & GUTTER SEE DETAIL SHEET COZO5 LIGHT -DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET COZO5. HEAVY-DUTY ASPHALT PAVEMENT, SEE SHEET COZO5. CONCRETE PAVEMENT, SEE DETAIL SHEET COZO5. ASPHALT GREENWAY PATH, SEE DETAIL SHEET COZ03 CITY OF RALEIGH ACCESSIBLE CURB RAMP, SEE DETAIL SHEET COZO4. ACCESSIBLE PARKING CURB RAMP, SEE DETAIL SHEET COZO5. DUMPSTERS� PROVIDED BY OWNER RETAINING WALL, SEE STRUCTURAL DRAWINGS OBIKE RACK, LANDSCAPE FORMS LOOP RACK. SEE DETAIL SHEET COZO7, SEE SPECIFICATIONS OPIPE GATE, SEE DETAIL SHEET C07.05. BENCH, SEE SPECIFICATIONS AND DETAIL SHEET COZOZ TRASH RECEPTACLE; SEE SPECIFICATIONS AND DETAIL SHEET COZOZ ORNAMENTAL FENCE GATE, SEE DETAIL SHEET COZO6. ORNAMENTAL FENCE, SEE DETAIL SHEET COZO6. BUS LOADING ZONE, SEE DETAIL SHEET COZO5. T VINYL COATED CHAIN -LINK GATE; SEE DETAIL SHEET COZO5. U VINYL COATED CHAIN -LINK FENCE, SEE DETAIL SHEET COZO5. V SEAT WALL, SEE DETAIL SHEET COZOZ W COMBINE BASEBALL / SOFTBALL FIELD, SEE DETAIL SHEET COZ 15 X DETECTABLE WARNING DOMES, SEE DETAIL SHEET COZO4. OSEE ARCH17ECIURAL PLANS FOR CANOPY SCREEN AND STRUCTURAL WALLS, BUILDING COLUMN CHILLER ENCLOSURE; LOADING DOCK, RAMPS & SERVICE YARD LAYOUT, BOLLARD$ ETC OAREA LIGHT, SEE SPECIFICATIONS. COORDINATE WITH ELECTRICAL PLANS RAISED CROSSWALK, SEE DETAIL SHEET COZO4. B SCORE BOARD, SEE ELECTRICAL DRAWINGS FOR INFORMATION CC BASKETBALL COURTS AND GOAL% SEE DETAIL MEET COZ13, SEE SPECIFICATIONS ®D COMBINE TRACK AND FIELD / F007BALL FIELD. SEE DETAIL SHEETS COZ 12 EE OPAQUE WOODEN FENCING, SEE DETAIL SHEET COZII. FF STANDARD METHOD OF ENDING CURB AND GUTTER, SEE DETAIL SHEET COZO5. GG 18' ND7H CONCRETE SIDEWALK STRIP (FOR ROLLING GATE), SEE DETAIL SHEET COZO5. ® LOCATION FOR SALVAGED BLEACHER II NEW BLEACHER, SEE SPECIFICATIONS JJ CONCRETE WHEELSTOR SEE DETAIL SHEET COZ04 ® ASPHALT FLUSH WI7H CONCRETE, SEE DETAIL SHEET COZ05 LL FLAT TOP SPEED HUMP, SEE DETAIL SHEET COZ13 ® RELOCATED SCHOOL MONUMENT SIGNAGE, SEE DETAIL SHEET CXX.XX. GRAPHIC SCALE 40 0 20 40 130 ( IN FEET ) 1 inch = 40 ft 760 co one Zma; Cyq I 1.d.d � C m 2 0 m�wo� �o3d.°a�'ry U.�moww�w V, 2 C� w w � O rn ~ w o U ww o H U) lzr coo = og F- w w -i Z p cA �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 PROJECT NO: DATE: 582633 1 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION STAKING PLAN - AREA 1 CO2.01 c/ ritA 1 •roe �® 30, / TYPE 0- CITY -OF ` PHASE 2 UMMWM l ! F UTILITY PLACEMEN1� EASEM \ .� \ 6`W OD FENCE B m ENT � � .. G �,� ` � x �� CITY OF RALEIGH — — S.- B SIDEWALK EASEMENT ate`. �� `� ` \ /'Y\f./'1 o \ 15' � I ` tee`. � `�• ` L F TYPE '" '• ' F ly Q (2) TYPE 2 �' I \\` ��• \`\�� `� �.;' O BASKETBALL �I PROTECTIVE YARD \`� `� �9s N (2) I 20' 20' TRANSITIONAL A i• • ■ ��. '9 BUFFER \\ �\ ear\ \0�9 SIGN +, B ■ I II BM 1995 PG 246 `� ��- F CCjjjlI - ' TYPE I R p' g II THE LITTLE BANK INC DB 16027 PG 1099� II BY 1995 PG 246 \\ SIGN�A�\ \ �� c\�\ g �[ I I PIN 1708909294 ` �� B V '1 REID 0214098 \` �\ USE: OFFICE 80, = �6in. I (x EXISTING o• MI15 \ , I ^ I PERMANENT STORM DRAINAGE --0-- F ENT 12' L / / \ A �. -t I I BM 1995EASEPC246 \,\�� mac, g PHASE 2 UMI \' / W B I I I DB 5605 PG 613 _.:.. N B \ II \ g \ E ' _• \ O B TYPE •� '.' \ / / \ / / I 'h N-1 / 1 I �_ I I ^ B / I i , I ` I I , ` •s / \ / A / I I x / 1 \ / Ole / Iol • \ / / / I CITY OF RALEIGH (2) TYPE 3 ti I I I 20' SANITARY / • 0 \ `' // F I " SEWER EASEMENT y ~ •'y \ / E / • / I BM 1993 PG 615 �� CA • E ; • \ Y I I i I BM 1995 PG 246 / �'` (� R V ' G / • A I _ A Ito I 160, 18' 10 I :. ....� • 1 5-ROW �' 0 (2) TYPE 3 i / PPS / II (8) I P I L / / / •• ".1� 1 5-ROW :...�;;: ' GES // / I o I x '47" E PINCH I]P 1-1/4' i' 13S A L — — — — — — — — E 95P%/ / I I� I I 823� BF, 11,14 o I1 4-ROW B • ' .• ' 29': s,. ..• / PG�S // /1 5-ROW B 1pG I I f' g B 777 4, / 24' N� R / I AMERICAN TONERS LLC I :•'• / o DB 16655 PG 693 20' " pG�S Y BM 1995 PG 1777 a I Q PIN 1707998973 I A / I I REID 0139379 � N I'.'?��•P: � gyp" F � --- I "-------_ USE: OFFICE I I E D I P/ / �m I ., ' S I 4 5-ROW I• / �2 raLow CAPats' E 13L I �/ S 872 20" E 20' 'PSp. I I 1 191.86 I S � �+ / o_ SQ PGA / I 1 R27�_ I I I U " / F 6 moo. I I E U 1 / / R4' _ B I II I SePG�S FFE.• 447.00 I x A PGcS 6 I IZ 1 o - � � / I a5P • / / �8" R� I III I / /A I� ' I I / � I x / E � I I,� / •Y _ �. I I 1 / o ol /+ I I \ x / I► x x -� /} : _BUS CANOPY COVER I I U /+ A I I SCM %4 A x l — — " DRY DETENTION I ; N/►� I A - c x B '; I BENISTAR PROPERTIES: LLC POND DB 11346 PG 1021 I x I BM 1995 PG 1777 6 x� EIP tt EE ` U I I I PIN 1707999519 usH ` \ / IVAC \ 5 1' a • ; ... I I I USE: OFFICE RIVACY ��es � ` I REID 0401689 I cc � I I FEN �� PRSTOIrIe` SATE lV 764 X I -(7 g 215 20 3' PVC MESH /� WOON`x W P t' 2' • • , FENCE/ ACY FfiVCEi 8' COMPOST 4' WOODEN/BRICK o P WOODEN I I I SPLIT RAIL FE z _____ / NIP 2' 30' X 30.5' PLAY SET 01?) _ �. t. EE �3p' BullD/ I I W HASSEL, CHARLES AND WOODEN WOODEN / \ FIRE PIT® PIABLE 8 WDOD N�SE�ACK � z / DB 17017 PG 1655 /REWA LING GARAGE IRON €jPR/V4CT,F 6' ry0 p0E/y FE D X 1p' Aiy ` ` I "Q I I I BM 1981 PG 665 N� ROD \ N/F ��CE(835� S�/nONAL PRO I' I PIN 1707899446 / ESKRIDGE, CLYDE AND UNDA FENCE JONES; CALVIN AND COLLEEN F�' />6 '. �CTjI,F- REID 0122744 \ AS DB 16483 PG 1887 DB 10417 PG 2679 �� I ZONED-R4 BM 1981 PG 665 BM 1981 PG 665 USE.- SINGLE FAMILY / Q o 'I — — _ WO I x CONC. I PIN 1707990476 PIN 1707991487 /�� 0 6 WOODEN FENCE — — 0 4' DEN I I REID 0122743 REID 0122742 p z I I ZONED-R4 \ ZONED-R4 y�°° o FLUSH I I �8 F NCE X E E I USE: SINGLE FAMILY USE: SINGLE FAMILY A n I i 1 0 m I 1 1 �-k i' I N/F N� SHE �1 10 2-STORY _-Z T OICNIC I / WOODYARD, CAROL ISAAC, RMESH AND ANGIE c Ili I 0 FRAME SHED 1 /111 '° 13h6. I TABLE \ DB 8152 PG 215 I DB 11931 PG 2700 o I I i 0 GARAGE �� ''�-' _ _ iGRA VEL 96' L I I Q i I BM 1981 PG 665 BM 1981 PG 665 0 II 10 Z 1 BLOCK 11PICNIC PIN 1707992482 PIN 1707993396 R I' io ONC. \ASPHALT 2-STORY WALL 8' dyp S � EE ` J I f ;ABLE ASPHALT / REID 0122741 I REID 0122739 z>d 10 I 1_____ _` OD FE�76' 16 E SIGN I x 1 I a FRAME EN 21' p 1 PARKING ZONED-R4 ZONED-R4 II�'P 1� BOLLARDS (11) GARAGE BRICK 1 IGRAVEL` _ _ 1114.95 _ X (30, [U LOT I / USE SINGLE FAMILY I USE SINGLE FAMILY m I i 1"'f'� •BASKETBALL GOAL\ 1 I O �� ) S WOOD °P (1 ) i i IBM CAP / J I P I FIRE I N FENCE / 10' I�I FI I� \ PIT 2-STORY �- " IP (?4.25• N. 779,386.24' GREENHOUSES I I I I FRAME __r I E Z 109, 761.20' \ _ DECK PLANTER GARAGE _ ELEV. 446.76' / \ EXISTING \ BM 1985,G T523 Q / CITY OF RALEGH DECO 11 1t,'P-G- 372N10 GREENWAY --J 1 N/� /WAYNE, KA- - ASPHALT GREEN; P/47R(�,� EASEMENT I 1 BOURGET, LAWRENCE\ NIP NIr DB 7112 PG 663 DRIVEAND PARSONS, DORIS I DB 3888 PG 696 i I i DB 11931 PG 2700 EDIUM, JAMES AND CINDY SHANNON, KYLE AND LINDSAY BM 1981 PG 665 /' BB�1�5Q�3 PG 2597 EXISTING �S 7`14" BM 1981 PG 665 DB 17185 PG 1318 I DB 17000 PG 507 / I / BM 1981''R6.665 `PRIVATE 20' 2 E BY 1981 PG 665 BY 1981 PG 665 BM 1985 PG 323 / BM 1985 PG 15,5 rI 38¢ !► lr I 1 x �M 1985 PG 1523 \ BM 1964 PG 372 INGRESS/EGRESS 1 m o `BM 1984 PG 372 BM 1985 PG 1523 I BM 1985 PG 1523 / I BY 1984 PG 372 PIN 1 95 PG 3 11 PIN 1707997228 I SCALED PER EASEMENT 6 a� (} ^ I PIN 1707994384 \ BM 1984 PG 372 BM 1984 PG 372 ` O WOODEN I i I 1 REID 0133434 PIN 1707995357 BM 1985 PG 241 REID 0133437 REID 0133438 BM 1985 PG 1523 QP t' FENCE �/ 1 ZONED-R4 REID 0133435 I PIN 1707996333 / ZONED-R4 I ZONED-R4 I PLANTEI�� i USE. SINGLE FAMILY _ ZONED-R4 REID OIJ3436 USE. SINGLE FAMILY USE.- SINGLE FAMILY I GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RAUGH AND NCDOT STANDARDS AND SPECIRCA71ONS 2 ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS 07HERMSE SHOWN. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE ARCHITECT IF ANY DISCREPANCIES OCCUR. t CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR. S ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. 6. ALL FACE OF RADIUS' ARE 4 FT UNLESS 07HERMSE SHOWN. Z ALL PARKING SPACES SHALL BE 9' WIDE X 18 FT DEEP MIN. 8. (AC) DENOTES ACCESSIBLE PARKING SPACE. 9. (VAC) DEN07ES VAN ACCESSIBLE PARKING SPACE. 10. ANY AND ALL LANDSCAPING, EXISTING TREES OR SHRUBS 70 REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR U71UZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADD17IONAL COST TO THE OWNER. 11. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAYS MINIMUM PRIOR 70 INSTALLATION. 12 THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 20X AND THE LONGITUDINAL SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 5.01, 13. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPER7IES UN71L THE OWNER NOTIFIES CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS; EASEMENTS; AGREEMENTS, OR RIGH7S-OF-WAY. It WITHIN THE AREA OF DEFINED SIGHT TRIANGLE; THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL, FENCE; SIGN, FOLIAGE, BERMS; OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24 INCHES AND 8 FEET ABOVE THE CURB LINE ELEVA71ON OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS KEY NOTES A 24' STANDARD CONCRETE CURB & GUTTER, SEE DETAIL SHEET COZO5. B CONCRETE SIDEWALK, SEE DETAIL SHEET COZO3 C 7RANS171ON CURB AND GUTTER FROM 24' C&G TO 30' = 7RANS171ON TAPER TO OCCUR WITHIN THE SCHOOL PROPERTY. THE 7RANS 71ON TAPER SHALL BE 10: 24' C&G SHALL BE CONSTRUCTED WITHIN THE SCHOOL PROPERTY AND 30' C&G SHALL BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY. D 30' STANDARD CURB & GUTTER, SEE DETAIL SHEET COZO5 E LIGHT -DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET COZO5. F HEAVY-DUTY ASPHALT PAVEMENT, SEE SHEET COZO5. :a, n G CONCRETE PAVEMENT, SEE DETAIL SHEET COZO5. H ASPHALT GREENWAY PATH, SEE DETAIL SHEET COZ03 I CITY OF RALEIGH ACCESSIBLE CURB RAMP, SEE DETAIL SHEET COZO4. J ACCESSIBLE PARKING CURB RAMP, SEE DETAIL SHEET COZO5. K DUMPSTERS. PROVIDED BY OWNER L RETAINING WALL, SEE STRUCTURAL DRAWINGS OM BIKE RACK, LANDSCAPE FORMS LOOP RACK. SEE DETAIL SHEET COZO7, SEE SPECIFICATIONS ON PIPE GATE, SEE DETAIL SHEET C07.05. 0 BENCH, SEE SPECIFICATIONS AND DETAIL SHEET COZOZ P TRASH RECEPTACLE; SEE SPECIFICATIONS AND DETAIL SHEET COZOZ Q ORNAMENTAL FENCE GATE, SEE DETAIL SHEET COZO6. R ORNAMENTAL FENCE, SEE DETAIL SHEET COZO6. S BUS LOADING ZONE, SEE DETAIL SHEET COZO5. T VINYL COATED CHAIN-UNK GA7E; SEE DETAIL SHEET COZO5. U VINYL COATED CHAIN-UNK FENCE, SEE DETAIL SHEET C07.05. V SEAT WALL, SEE DETAIL SHEET COZOZ W COMBINE BASEBALL / SOFTBALL FIELD, SEE DETAIL SHEET COZ 15 X DETECTABLE WARNING DOMES; SEE DETAIL SHEET COZO4. Y SEE ARCH17ECIURAL PLANS FOR CANOPY, SCREEN AND STRUCTURAL WALLS, BUILDING COLUMNS, CHILLER ENCLOSURE; LOADING DOCK, RAMPS & SERVICE YARD LAYOUT, BOLLARDS. ETC OAREA LIGHT, SEE SPECIFICATIONS. COORDINATE WITH ELECTRICAL PLANS RAISED CROSSWALK, SEE DETAIL SHEET COZO4. g SCORE BOARD, SEE ELECTRICAL DRAWINGS FOR INFORMATION CC BASKETBALL COURTS AND GOALS, SEE DETAIL SHEET COW, SEE SPECIFICATIONS ®D COMBINE TRACK AND FIELD / F007BALL FIELD. SEE DETAIL SHEETS COZ12 EE OPAQUE WOODEN FENCING, SEE DETAIL SHEET COZII. FF STANDARD METHOD OF ENDING CURB AND GUTTER, SEE DETAIL SHEET COZO5. GG 18' WID7H CONCRETE SIDEWALK STRIP (Fat RILING GATE), SEE DETAIL SHEET COZO5. ® LOCATION FOR SALVAGED BLEACHER II NEW BLEACHER, SEE SPECIFICATIONS JJ CONCRETE WHEELSTOP, SEE DETAIL SHEET COZ04 ® ASPHALT FLUSH WITH CONCRETE, SEE DETAIL SHEET COZ05 LL FLAT TOP SPEED HUMP, SEE DETAIL SHEET COZ13 ® RELOCATED SCHOOL MONUMENT SIGNAGE, SEE DETAIL SHEET CXX.XX. GRAPHIC SCALE 40 0 20 40 130 ( IN FEET ) 1 inch = 40 ft ISO co one Zm� I I �J� Ls�, 0m,aq ri o- _jo3d°a�'ry U.�moww�w 2 C� w w O w o U w o H U)co F- Q, � w W J Z p co JZ 2 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 � m co N >- 0 vn z J = O oCD cn C.� 0o J m� �o a Z H uj PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION STAKING PLAN - AREA 2 CO2mO2 NIF N I D STRICKLA D TRUST EXISTING STRICKLA ROAD DB 12723 PG 1118 VARIABLE WIDTH PROPERWESr LLC BM 2000 PG 1337 I DRIVEWAY EASEMENT PG 2758 EXISTING I NA MAZZA, LILLIAN G/TR B 2000 1337 I BM 1993 PG 06 BM 2000 PG 1337 BM 2000 PG 1337 VARIABLE WIDTH EXISTING BM 1983 PG 06 VARIABLE WIDTH MAZZA, ROBERT V/TR PIN 1708708861 I DB 8723 PG 2419 PERMANENT SLOPE EASEMENT DRIVEWAY PIN 17067IRCAR-E DB 17178 PG 2199 BM 2000 PG 1337 EXISTING ROD 0183453 ___--__---- -- VARIABLE WIDTH ZONED-R4 -I REID 005DB 8723 PG 2423 EASEMENT BM 1708 PG 20 PIN 1708802803 - - 2OEa-BM 2000 PG 1337 UTILITY EASEMENT IKON USE. DAY-----------DB 8723 PG 2419 RZ BM 2000 PG 1337 � i ED-RI7 ZONED-R1USE DB 8723 PG 2247 I i i-�ASPHALT\\��ROADWAY SINGLE FAMILY WMROVS Nff V'CONC. i ' I BE BY^STMIWM3 ��,�\ 2' WOODEN \ I I I �--�H�----------------- '/ PICKET TRANK WMACT ANALYSIS ICONC. CONC_ qp FENCE CONC. MOVU*NU MAY BE IRON BRICKRENEW0i CO 04 -4' = - - - - - - _ - 1 -_ -� TROD COL A�Iy��/A�P�PR�OOViED D/LEM�I�NpCp TFE =___ __'L___x xTI�D-FE/V�E- ----- �___--__ ��___ �n��ia________- x -_ X -- G�uur _-_ I.ONCI M0�1 RENEW PR _ _ ------__- _ _------\- _�____ ------------ _�� ------------ ====-===-----===--= CO - _ _ VSPE�D UM TD4� R� I -ems _SIGN��\ SIGN CITY OF RALEIGH GREENWAY EASE EXISTING A�� I 10' X 70' SIGHT \1 I pl SIGN �- --�� i ->�� ----- C DISTANCE TRIANGLE \ISIp�Nlll I - __ IEASEMENT uj BM 1977 PG 672 IEXISTING 10' X 70' SIGHTBRICKDISTANCE TRIANGLE EASEMENTSIGN BM 1977 PG 672BP G TAB BRICK SIGN EXISTING �. PED. N/F PLUCITY OF RALEIGH SET CROSSING SMITH, MAR7H F. Ij VARIABLE WIDTH AHEADDB 6808 PG 855 d GREENWAY EASEMENT I IBM 2000 PG 1337DB 14828 PG 2458 15' N- BM 1977 PG 672 iz"II dd BM 2012 PG 295 1 PIN 1706708567 II of 01 d I N/F I I I REID 0101116 i 1 d ---- ELLIOT JAMES AND UNDA I cd ZONED-R4 / I I u 1 1� �- DB 3506 PG 638 q CONC. BM 2000 PG 1337 I BM 1977 PG 672 I I PIN 1708800546 I I.2 BS i � � REID 0101163 I ZONED-R4 USE SINGLE FAMILY I I EIP 2' RUSH N 79�28" I 4 54 W � I Z I PINCHED EIP / DAM ROBERT AND CLAUDINE DB 2951 PG 913 I I BM 1977 PG 672 I / PIN 1706800435 I REID ZO 0101160 I ZONED-R4 I USE SINGLE FAMILY I I /'YRFA 1 I INN \ S I N L I \ NE R/W LINE PER RECORD II►� ` �i%il/� I I I NI N/F N/P Lu I LEM ARRY J I MARRERO, JUAN N/P I GBBON$ JAMES E Ill MCDADE; STEPHANIE l I DB 11986 PG 904 BENT TREE SOUTH EXISTING GIBBONS. ELIZABETH B I DB 15365 PG 1184 I BY 1706 PG 20 COMMUNITY CITY OF RALEIGH DB 16119 PG 1584 7BM BM 1706 PG 20 PIN 1708803682 ASSOCIA7ION, INC. VARIABLE WIDTH >" BM 1708 PG 20 � PIN 1708807831 REID 0181606 DB 6800 PG 887 GREENWAY EASEMENT I N: 780,726.61 I O I 10' EXISTING CITY I ZONED -RI By 1989 PG 1496 PIN 1708805841 REID 01816f0 HONEYC526 CREEK TRAIL" REID 0181609 E 2,108,507.1 ZONED-Rl I o I I G-251 I USE SINGLE FAMILY PIN 1708804741 DB 15264 PG 1722 I ZONED -RI XIS071�CH TIE IN 13" PINE USE: SINGLE FAMILY o�"HONEYCUTT TRAi REID 0181621 BM 2012 PG 533 USE SINGLE FAMILY E I I DB 6963 PG 341 ZONED-R4 EXISTING I BM 1989 PG 149 10' AROUND I CITY OF RALEIGH EIP I' USE HOME ASSOC ENCLOSURES 5' X 8' WATERLINE 6' WOODEN PRIVACY FENCE DB 5969 PG 620 110' --x --�� IRR 1. PVC IRR 1 " PVC 6' WOODEN EASEMENT K IRR 1" PVC _ CK PRIVACY BRICK DB 15877 PG 428 I x• - G _ 118R L F2xNCE COL, BCOLK 4' STEEL FENCE 5' WOODENBRICK- - - x oP I5' WOODEN PICKE x - ' WOODEN PRIVACYNCE PICKET FENCE - ,\ FENCE COL. _BENCH x ASPHALTDBRIC WALL -ply ryi IRR IIIASPHALIIISIGH�� '10' AROI r\ III III III IIiIi �` \ J -------------•-- IRR 4T IRR•---- r_l 7*/C=K= ` j1i Ili III Ik IIR Io- a �� _ GAZEBO N__-------- _- - _j I EXISTING CP&L -- ---_ I iil lil III I Ilr"II I ( \mod - - - OVERHEAD IRR (4) - - - - - - - - ii i SIGN iii . III I I I ( r BRICK WA -----_L ___ -----------_ ---- I I 10' AROUND / I IRR ----------------- -- __� _ - _ -Fnir� nCIIRFS / jj l III jll I y Ir I--- _• --------==J_tSS11V�z-- ___ ---- SIGN �,iii II j RR III ly I I I IR (57 .IRR(2) j�---_--------------DB ---- $�= ----� -�� A�/f I I -----== -----------------CON _.' a'/ STOP o - I ------------------- ----- `__- ---C ,w--------- / J----__= 3=------____- � \ SIGN �£ONC-t*AAhBImo-====----�------ --__----------- o - c� KEEP RIGHT^ -_____________-_----II c =_� -EBNC-ISM - -PEB- GR9SSIL(G_�---___$IGN__= PED. CROSSING STGnt- - - _ - z - _ _ I arY OF RALEIGH STR/C�[AND ROAD /(' •/ - - - - - - - _ EX 30:'C&G _ AY SEMENT /D fcp - - - _ a �s=�� _---------- VARIABLE WIDTH R/IY - - - - C---- ~ o TYPE _ _ _ '--_------ EX 30 C&G g _ _ �_�---- - o N-1 H-------------- _ - _ ----�_=-_�s__�853T28=E_--_TOTAL 1519.1T ' GEF RALEIGH 20' S7REEE q 71UTY PLACEMENT YARD BUILDING SETBACK- '�- SEMENT - - - - ! - T *. CITY OF RALEIGH PROPOSED ROW - - - - - - - - ;• GREENWAY EASEMENT H �_ - _ _ _ _ TYPE B TYPE i NC. i N-1 - - I` FLTJMF=_� I N-1 5' CITY OF RALEIGH UTILITY PLACEMENT EASEMENT F B CITY OF RALEIGH GREENWAY EASEMENT 4 12' l N CONWAY, JERRY B TRUSTEE / I N/t I 10' EXISTING CITY OF RALEIGH GREENWAY EASEMENT D9 I I PG 6917 PG 599 I I I G-251 NIP PIN 17089011757 / I N� GHAFFAR SHAHZAD ABDUL BLENKER, AMY M I I II "HONEYCUTT TRAIL" RISNER, MARCUS EMERSON REID 0181595 CHARLES, DUANE S DB 17457 PG 1116 I DB 6963 PG 341 RISNER, CHERYL E l ZONED-R1 / I DB R 6 21 MPG N A J BM I PIN 1706 PG 20 I I BM 1989 PG 1496 DB 100091 PG 2318 USE: SINGLE FAMILY I NIP BM 1708 PG 20 FOSTER L ANNETTE / /P BM 1708 PG 20 REID 0219033 I N I N/F DB 09316 PG 1246 MOHR, JOHN C I PIN 1708906732 ZONED-R1 I 10' PIN 1708900709 I REID 0181594 BENT TREE SOUTH I BM 1706 PMOHR UNDA CG 20 / REID 0181598 ' USE: SINGLE FAMILY II ZONED -RI / HOMEOWNERS ASSOCIATION, INC. PIN 1708903708 DB 11336 PG 571 ZONED-Rl I USE: SINGLE FAMILY DB 6963 PG 341 REID 0181596 BM 1708 PG 20 I USE SINGLE FAMILY I I I 5' WOODEN PICKET I / I PIN 1706904754 FENCE CP&L OVERHEAD / BM 1989 PG 1496 ZONF REID 0181597 I PIN 1708902694 USE SINGLE FAMILY I I I I * 10' AROUND ENCLOSURES / REID 0181620 I / ZONED -RI SIGNI I •\ �J DB 5969 PG 620 ZONED-R4 USE SINGLE FAMILY I I I I jIRR.- GAZEBO BRICK USE HOME ASSOC / y �a 5' WOOD FENCE x BRICK BRICK I I EIP _� - TCOL. -� L- COL. BRICK • ` • BRICK WALL -CA7E ROADWAY WMROV AMS TO _ BRICK WALL GA BE D� BY STAMW � OL X WOOD FENCE I I BENT TREE SOUTH POPE, TERRY M I ' r IR (5� ,-IRR (2) - - - - - - - - - - - - - - - - - - - - TH PICKET FENCE COMMUNITY ASSOCIATION, INC I POPE JUDY G TRAFFIC N�MACT ANALYSIS _6 COD FENCE I DB 6800 PG 887 DB 07324 PG 396 I _ EIP - I BY 1706 PG 20 ------------ - 'x BM 1995 PG 1287 � RENEW, �,� 4' WOOD PICKET FENCE PIN 1708909710 :�\ \_ _ ---- - _ SIGN AM AMOVW D� j}E - - - - - - - - - - - - - - - - "� -- -x-� I BRICK COL. PIN 1021909504 REID 0219034 REID 0219058 I _---_-_-_-------- ____ COMCl/RRBVTREVIEWPROi�S --- ---- CP&L OVERHEAD �- ZONED-R4 ZONED -RI ---_ _----- __-_--- _ -- _-- _ 10' AROUND ENCLOSURES USE HOME ASSOC BELLSOUTH USE SINGLE FAMILY ---- =�QV_ ___________ ________ _- _--- - ---- -- DB 5969 PG 620" HT, p RIGHT OF WAY I - --- __-------- _ N: 780,5g303, \/C/rETF EASEMENT --------==- ____________-_---- ________��j�T� S --- PICKET FENCE E ?.109,7R5.06' ENCE DB 4739 PG 605 ------� =====- -___------------------------ _-___ ___ ELEV. 444.0,�I ------------- _1_W-_-----------------_ - _ _ _ _ _ _ YELLOW B 71E I BRICK 36r�&G --=========-- ---_______ _-_ ---_-- - - ---- _ ---- ____ --IAI, _PINE_ �� COL. - --------- ------ - _ o -------- ---------------- __-------- g 3 x CITY OF RALEIGH - - - - V_--- _ ___3i7 -57DV______- � \ \\/ � �_j yzy SIDEWALK EASEMENT- o ---------------- - _ _ _ \ ENT I �' VARIABLE WID as / _ soo-Fr LT SIGHT DISTAIV � � --- -=_$a BELLSOUTH TH R `-'- -aa - �� /-�� ` 8'Op\� 10' ACCESS EASEMENT =. _--_ 30"C&G ------ UMlT45MPH - MILL 1-1/2 a�� v '-� 1'E( �� \ F/YC\� __-_------- o EED " � / \'�= CRq �� \ �•� \ DB 7304 PG 567 EXIS7NG tip\ F k I EX 30"C&G 5 qTY OF RALEIG/ rn c� PAVLNUff, ITV _ UTILITY CEMENT EASEMENT $ '` 1-1/2' S-9.5C � - �\ � a �az�� \ "\\ `\�� \ \� - - - _ _ -, - r►' `-__ ---- OVERLAY $ \z��\��\ `� `\ \ \ \� BM 1995 P15' SLOPE 1287 DlS CITY a RALEIGH EASEMENT TYPE --------------- - - --- __ - �= T-- R/WLINEPER CORD EWALKEASEMEN I �'\, ` \ \ I BRICK I N-1 ` - - - - - - - q - -ao- _ _ _ =DB 3667 PG 295 CUMENTS �� C N-1 � � ` � �� ` \\ � \ � \ COL. 5'CIIYOFRALEIGH PROPOSEDRO ------ ------ -- F FX 40 N ,O -N\\ 6� U71UTY PLACEMENT EASEMENT LL - B--------_------ - _ 3�' a \ "�,, - SIGN \ GRAVEL \ 0 Zlvl_ �,� `- ---- 215 STREET YARD __-_------__BRICK COL. 0' BUILDING SETBACK Q`y `�eljy� PROPOSED ROW - - - - - - _ `Q3 a�� \\\�\ h \ .14 PIRA - \``�� ++: �� `\ � TYPE PHASE 2 LIMITS 5 gTYZ7F�RA 'I q Fall g EASEMETVTACEMENI� \ \ �Ql�\` ` ` `` \6`WOD FENCE CITY OFALEIGH S- B ` SIDEWALK EASEMENT \��\ �a`\� \� \\` \ Ipt'I 4 ' \\ \\ \ \ �P TYPE "' '• ly ev \\\ R�4 0 (2) TYPE 2 I"!�R62' BASKETBALL 2 ()df 1 �2W20' TRANSITIONAL GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WT7H ALL CITY OF RAUGH AND NCDOT STANDARDS AND SPECIRCA71ONS 2 ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS 07HERMSE SHOWN. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICA710N OF ALL DIMENSIONS SHOWN AND CONTACT THE ARCHITECT IF ANY DISCREPANCIES OCCUR. t CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR. S ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 6. ALL FACE OF RADIUS' ARE 4 FT UNLESS 07HERMSE SHOWN. Z ALL PARKING SPACES SHALL BE 9' WIDE X 18 FT DEEP MIN. 8. (AC) DENOTES ACCESSIBLE PARKING SPACE. 9. (VAC) DEN07ES VAN ACCESSIBLE PARKING SPACE. 10. ANY AND ALL LANDSCAPING, EXIS7NG TREES OR SHRUBS 70 REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR U71UZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADD17IONAL COST TO THE OWNER. 11. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHI7ECT 30 DAYS MINIMUM PRIOR 70 INSTALLATION. 12 THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 20X AND THE LONGITUDINAL SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 5.01 13. NO W WK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPER71ES UN71L THE OWNER NOTIFIES CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS; EASEMENTS; AGREEMENTS; OR RIGHTS -OF -WAY. It WITHIN THE AREA OF DEFINED SIGHT TRIANGLE; THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL, FENCE; SIGN, FOLIAGE, BERMS: OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24 INCHES AND 8 FEET ABOVE THE CURB LINE ELEVA71ON OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS KEY NOTES A 24' STANDARD CONCRETE CURB & GUTTER, SEE DETAIL SHEET COZO5. B CONCRETE SIDEWALK, SEE DETAIL SHEET COZO3. C 7RANS171ON CURB AND GUTTER FROM 24' C&G TO 30' C&C 7RANS171ON TAPER TO OCCUR WITHIN THE SCHOOL PROPERTY. THE 7RANS171ON TAPER SHALL BE 10: 24" C&G SHALL BE CONSTRUCTED WITHIN THE SCHOOL PROPERTY AND 30" C&G SHALL BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY. D 30" STANDARD CURB & GUTTER SEE DETAIL SHEET COZO5 E UGHT-DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET COZO5. F HEAVY-DUTY ASPHALT PAVEMENT, SEE SHEET COZO5. :a, n G CONCRETE PAVEMENT, SEE DETAIL SHEET COZO5. H ASPHALT GREENWAY PATH, SEE DETAIL SHEET COZ03 I CITY OF RALEIGH ACCESSIBLE CURB RAMP, SEE DETAIL SHEET COZO4. J ACCESSIBLE PARKING CURB RAMP, SEE DETAIL SHEET COZO5. K DUMPSTERS� PROVIDED BY OWNER L RETAINING WALL, SEE STRUCTURAL DRAWINGS OM BIKE RACK, LANDSCAPE FORMS LOOP RACK. SEE DETAIL SHEET COZO7, SEE SPECIFICATIONS ON PIPE GATE, SEE DETAIL SHEET C07.05. 0 BENCH, SEE SPECIFICATIONS AND DETAIL SHEET COZOZ P TRASH RECEPTACLE; SEE SPECIFICATIONS AND DETAIL SHEET COZOZ Q ORNAMENTAL FENCE GATE, SEE DETAIL SHEET COZO6. R ORNAMENTAL FENCE, SEE DETAIL SHEET COZO6. S BUS LOADING ZONE, SEE DETAIL SHEET COZO5. T VINYL COATED CHAIN -LINK GA7E; SEE DETAIL SHEET COZO5. U VINYL COATED CHAIN-UNK FENCE, SEE DETAIL SHEET COZO5. V SEAT WALL, SEE DETAIL SHEET COZOZ W COMBINE BASEBALL / SOFTBALL FIELD, SEE DETAIL SHEET COZ 15 X DETECTABLE WARNING DOMES; SEE DETAIL SHEET COZO4. Y SEE ARCH17ECIURAL PLANS FOR CANOPY, SCREEN AND STRUCTURAL WALLS, BUILDING COLUMNS, CHILLER ENCLOSURE; LOADING DOCK, RAMPS & SERVICE YARD LAYOUT, BOLLARD$ ETC OAREA LIGHT, SEE SPECIFICATIONS COORDINATE WITH ELECTRICAL PLANS RAISED CROSSWALK, SEE DETAIL SHEET COZO4. g SCORE BOARD, SEE ELECTRICAL DRAWINGS FOR INFORMATION CC BASKETBALL COURTS AND GOALS; SEE DETAIL SHEET COZ13, SEE SPECIFICATIONS ®D COMBINE TRACK AND FIELD / F007BALL FIELD. SEE DETAIL SHEETS COZ12 EE OPAQUE WOODEN FENCING, SEE DETAIL SHEET COZII. FF STANDARD METHOD OF ENDING CURB AND GUTTER, SEE DETAIL SHEET COZO5. GG 18" WIDTH CONCRETE SIDEWALK STRIP (Fat ROLLING GATE), SEE DETAIL SHEET COZO5. ® LOCATION FOR SALVAGED BLEACHER II NEW BLEACHER, SEE SPECIFICA77ONS JJ CONCRETE WHEELSTOP, SEE DETAIL SHEET COZ04 ® ASPHALT FLUSH WITH CONCRETE, SEE DETAIL SHEET COZ05 LL FLAT TOP SPEED HUMP, SEE DETAIL SHEET COZ13 ® RELOCATED SCHOOL MONUMENT SIGNAGE, SEE DETAIL SHEET CXX.XX. GRAPHIC SCALE 40 0 20 40 130 ( IN FEET ) I inch = 40 ft ISO co one Z n m Cyq I Lu m 0 m��wo� -jo3d°a�'ry U.�mowww Q z U 2 0 z 2 C� Lu w U)O w o U w o H U) coo = H O� w w w z p cA rn a 2 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 m r co N >_ 0 Vn Z J = O cn J V Q J Q a Z PROJECT NO: DATE: 582633 1 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION STAKING PLAN - AREA 3&4 CO2mO3 If DB 2951 PG 913 BM 1977 PG 672 / PIN 1708800435 I REID 0101160 I ZONED-R4 AW3 l USE. SINGLE FAMILY09990-010 I I �p�� / /7Rf/7 1 / ` ` ICi �N ` NE 0 L0 I I DAMS: DA ND LESLIE x I DB 2763 PG 189 I I F l BM 1977 PG 672 I / PIN 1708800314 I / REID 0101157 K 1 ZONGLE F x I I / 1 SPACES 9 &CES 10 SPACES �S USE: SINGLE FAMILY I I ^ I D,.,., J B �D D _+°_ 10 SPACES 5 SPACES_O°1---- HIT 1 y / \\ Xi I I 7 SPACES �� N I Dt \ / K c, 0 1 F�r r A IF / VIA, RONALD AND JOANNE I �� I ♦ DOE e DB 2635 PG 293 I I o, _ _ K 0 BM 1977 PG 672 \ PIN 1708709295 D I // / \ REID 01011514 ZONED-R4 I / I // K / \ \ USE: SINGLE FAMILY U / / I / F 2) E 4 Z I¢ m ' i o ° F (,) NEW MIDDLE SCR= BUILDING I I V / DE LEON, ARTH R AND HANNAH / \ \ I I i TYPE 4 FFE. 418.00 oo DB 9638 PG 455 WSTOR \ BM 1977 PG 672 // \ I t o I FTYPE 1 I I 0 \ PIN 1706709156 k \ I / \ ZRD ONED--R41 / �I I I F I P� \ USE. SINGLE FAMILY I CROSSING I I J F 41 NIP o i � I III \ I STEVENS, ROBERRT AND EILEEN\ I o I I F E 3 O I H '/ / DB 2635 PG 293 I of I A CROSSING B ♦ B BM 1978 PG 476 / PIN 17067OW89 REID 0101148 / \ N ZONED-R4 10 SPACES ° 10 SPACES \ USE: SINGLE FAMILYpo \ I ` D - - - - 0 B��o \ . GF \ I I I cn F a K \ A- I\ I 0 F TYPE 3 I -i II -i I F 3)E 4 \ fi I I qr �/ E / I f _ IL 10 SPACES ° 9 SPACES Lo A�q y i� I I AC I A �9c ��5 D / SFT / I N I / 10 SPACES 9 SPACES ` D a I cv / I " I B / I Ltl—]—LL —LLt] O I sr 10 SPACES ` 9 SPACES NA / I Iz m A 9 GALLAGHER, JAMES AND ELIZABETH I b I �P� �Fs ° ° / DB 7433 PG 143 / I Z " I 1 f0 SPACES - 9 SPACES BM 1977 PG 672 I / BM 1978 PG 475 / \ , BY 1978 PG 476 ' o PIN 1707799910 / r I I^ N I O N I REID 0105755 ZONED-R4 USE SINGLE FAMILY / i i I I 10 F 2) Ew4 mR al a I O I I NIP NEW MIDDLE SCE = BUILUNC I � METS7ER, EHREN AND NICOLE / DB 7433 PG 143 I FFE. 418.00 / BM 1978 PG 475 / PIN 1707890626 I / \ REID 0105754 ZONED-R4 z m I USE SINGLE FAMILY I / x +POST ` BIN (3• t' ` x E N 0 -0 n _ --Z�ON:44 ` _ x PROM, M" AEL GLENN �i I `\ _ YARD _ SGN 18 V DB 16868 PG 791 (lp'7�BU/(p/NC / R E DRY BM 1707 PG 06 I I J ��_ ` � G S` C ` E 0 / O `� x PIN 1707890731 1 _ x / DETENTION Q ROD 0105753 1 (37�pp• �� ZONED-R4 E POND USE.• SINGLE FAMILY _ N (/92 07� I P N/r NA NA \ NIF WILCOX, 71MOTHY AND BRENDA I SIMPKINS: RODNEY AND KIMBERLY ' COLLAZO, JORGE AND IRMA ANNE JONES NEA7HERSBEE, DB 11315 PG 170 DB 8240 PG 1385 DB 14836 PG 2638 \ TRUSTEE BM 1979 PG 550 BM 1979 PG 550 ' BM 1979 PG 550 OR SUCCESSOR TRUSTEE OF THE 198.38'`t� PIN 1707891644 I PIN 1707892643 PIN 1707893640 \ ANNE JONES WEA THERSBEE REID 0110185 REID 0110186 REID 0110500 REVOCABLE TRUST AGREEMENT ZONED-R4 ZONED-R4 ZONED-R4 DB 150604 PG 532 N SIN /F USE. SINGLE FAMILY I USE. SINGLE FAMILY ' USE. SINGLE FAMILY \ BM 1979 PG 550 / KINNEY, JOHN AND MARY / N PIN 1707894643 DB 4122 PG 718 / / (looms REID 0110501 / BM 1979 PG 550 ZONED-R4 PIN 1707895589 \ USE SINGLE FAMILY / REID 0110502 / / - x I I ZONED-R4 \ \ / USE: SINGLE FAMILY / / •BIRD HOUSE PLAY SET ' \ �• � � � � �/ � + SCHUERMANN, NICKLAUS AND ANNA BALLENGER, UNKNOWN DB 16561 PG 332 I DAVID AND FRANCES ' \ NIP / / BM 1981 PG 665 DB 4787 PG 71 / KILBRIDE, DAVID AND CHRISTINE \ PIN 1707897573 I BM 1981 PG 665 REID 0122747 PIN 1707898573 DB 140305 PG 81 / / ZONED-R4 REID 0122746 / IBM 1979 PG 550 / / / 12' X 8' WOODEN\ USE SINGLE FAMILY I ZONED-R4 PIN 1707895489 / l / USE SINGLE FAMILY N� SHED J A REID 0110503 // \ HASSEL, CHARLE: / ZONED I / CAROLYN F USE SINGLE FAMILY � / � \ DB 17017 PG 1 BM 1981 PG 6 PIN 17078994 REID 012274 ZONED-R4 N / USE: SINGLE FA. HOLLEY, JOSHUA AND SARAH \ / DB 159PG 50 I I / BM 197979 PG 550 I� / PIN 1707897416 \ REID 0122748 ZONED-R4 / USE SINGLE FAMILY \ NIP SLADE, WIWAM AND ANN DB 3046 PG 987 / / / Q / BM 1979 PG 550 PIN 1707895420 I REID 0110504 N USE SINGE FAMILY // SWAIM, DESIRY AND BLYTHE a i DB 15675 PG 2179 I BM 1979 PG 550 k j i PIN 1707896395 I * REID 0122749 ou A' \ \ � �l � �� USE SINGLE FAMILY I ANC \ / X / Q /� � N TRAFFIC CONTROL NOTES 1• ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NGDOT STANDARDS SIGN MUTCD STD. SIZE STOP R1-1 30 x3O' ONE WAY R6-2 24'x3O' DO NOT ENTER (DNE) R5-1 30'x3O' YIELD R2-1 WITH RI-2aP 30 x3O' NO PARKING ANY 71ME FIRE LANE - 12 z18' RIGHT TURN ONLY R3-51? 30 06' 2- ALL SIGNS SHALL BE MOUNTED WITH 7-FT MINN, KR71CAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 3-LB. GALV. STEEL U-CHANNEL POST SET IN 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING. 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS MARKING NCDOT STD. SIZE COLOR CROSSWALK 1205.07(HI-WS) 24-IN WHT. CROSSWALK 1205.07(STANDARD) 8-IN WHT. DIREC71ONAL ARROWS 1205.08 STD. WHT. NO PARKING - FIRE LANE * - 4-IN YEL SKIP 120501 4-IN WIT. MINI -SKIP (3'-9' TYPE) 120501 4-IN MIT. WIDE MINI -SKIP (3'-3' TYPE) 1205.01 8-IN WHT. SOLID 1205.01 4-IN MIT DIAGONAL 1205.09 8-IN YEL STOP BAR - 24-IN MIT. DOUBLE YELLOW 1205.01 4-IN YEL * NO PARKING - FIRE LANE MARKING SHALL BE IHERA40PLAS71C AND CONFORM TO TOWN OF CARY STANDARD SPECIFICATION 03050.D FIRE LANE STRIPING AND CONSIST OF A 4' SOLID YELLOW STRIPE AND 8' HIGH YELLOW TEXT 'NO PARKING - FIRE LANE' AT 40' INTERVALS 4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR PARKING SPACE LINES WHICH SHALL BE ALKYD -RESIN TYPE PAINT. 5 ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCA71ONS APPROVED BY CLH DESIGN PRIOR 70 SIGN INSTALLATION. 6. CENTER ALL DIRECTIONAL ARROWS WITHIN TRAVEL LANE. Z COORDINATE FIRE LANE MARKINGS WITH CITY OF RALEIGH FIRE MARSHAL 8. ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUM REFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MU7CD. KEY NOTES A ACCESSIBLE PARKING & SIGNAGE, SEE DETAIL SHEET COZO4. B CROSSWALK, SEE 7RAmc CONTROL NOTES THIS SHEET, SEE DETAIL SHEET C07.06 FOR HI-VIS DETAIL C SCHOOL IDEN71FICA710N (MONUMENT) SIGN, CLEAN EXISTING SIGN AND RELOCATE SEE DETAIL SHEET. INCLUSION OF THIS SIGN IN THE 97E PLAN DOES NOT CONSTITUTE APPROVAL SIGNS ARE SUBMITTED, REVIEWED AND APPROVED UNDER A SEPARATE PROCESS THROUGH CITY OF RALEIGH. D PARKING SPACE MARKING SEE TRAFFIC CONTROL N07ES THIS SHEET. E DIREC7IONAL ARROW, SEE TRAFFIC CONTROL N07ES THIS SHEET. F TRAFFIC CONTROL SIGNAG& SEE TRAFFIC CONTROL N07ES THIS SHEET G SPECIAL PARKING SIGNAGE, SEE DETAIL SHEET COZO4. H PASSENGER LOADING ZONE SIGNAGE, SEE DETAIL SHEET COZO4. I FIRE LANE STRIPING, SEE TRAFFIC CONTROL N07ES THIS SHEET J STOP BAR, SEE TRAFFIC CONTROL N07ES THIS SHEET K SCHOOL DIRECTIONAL SIGNAGE, SEE DETAIL SHEET COZO5 L SKIP MARKING SEE 7RAFFIC CONTROL NOTES THIS SHEET. OM DIAGONAL STRIPING, SEE TRAFFIC CONTROL N07ES THIS SHEET OSOLID OH17E MARKING SEE 7RAFFIC CONTROL NOTES THIS SHEET. OO DOUBLE YELLOW MARKING SEE TRAFFIC CONTROL N07ES THIS SHEET OP MINI -SKIP MARKINGS: SEE TRAFFIC CONTROL N07ES THIS SHEET ® WIDE MINI -SKIP MARKINGS; SEE 7RAFFIC CONTROL NOTES THIS SHEI=T. OPARKING SPACE NUMBER, SEE TRAFFIC CONTROL N07ES THIS SHEET. OGREENWAY IDEN7IFlCA110N SIGNAGE PER CITY OF RALEIGH, SEE DETAIL SHEET COZ13 4'RAD STANDARD STALL 18' I 1 24' I 18, ACCESSIBLE PARKING SIGN NOTES 1. ALL DIMENSIONS ARE FROM FACE OF CURB 2. SEE ACCESSIBLE PARKING AREA DIMENSIONS THIS SHEET "WILDCAT" CROSSWALK TYP. I TYP. PROVIDE WILDCAT PAW STRIPING STENCIL SUBMITTAL 70 LANDSCAPE ARCH17ECT PRIOR TO INSTALLATION. SEE DETAIL SHEET COZ06 FOR MORE INFORMATION. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft ISO co one Z . VCyqr�.C.1 W o 0 �eq U.�moww�w 2 U W J Lu N 0 PROGRESS PRINT NOT FOR CONSTRUCTION 2 C� w w � O w o U w o H U) lzr coo = , W w w z 0 cA rn a 0 ASR REVIEW #4 H uj m � co cc V cn Z J = 02 cn V �o J Q a Z a� co PROJECT NO: DATE: 582633 1 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION PAVEMENT MARKING AND SIGNAGE PLAN - AREA 1 CO2.04 PHASE 2 UMITS TRAFFIC CONTROL NOTES Q EMI» PHASE 2 • / \ \ Z K y �. I SIGN B I I Ixi\ III THE LITTLE BANK INC `\%� I I I DO 16027 PG 1099 II BM 1995 PG 246 \`� �\ SIGNN% I I PIN 1708909294 '1 REID 0214098 USE: OFFICE I-- -1------------ I II I ;1 I x I E I I \ I i � I I x \ I I i 1 I I I I / F �/ STop M �c oSPPj/ �I I z I I E IS I I _ �i J / / I I x I N 2.3� " E / I C.158.18 \ SPPc�SLn / I N D S 9 I 0_5 I m N/F IAMERICAN TOWERS LLC I o DO 16655 PG 693 YY I L BM 1995 PG 1777 O a 1 R PIN REID 701393793 I 1 USE OFFICE I —r--------------- / 0 4 m I -- S I I '1C:? D ¢ 0 0 l I N ' II ; I R I �— S 8772'20" E 191.86 --0 I G ctS � � I 9 SQ P II I P� I I I a S `6 SPP�E -mac, I I lJ D I I I 1 I wb I040 D co, 6 SQPG sePG�S FFE.• 44Z 00 I • II I \ / D I I I \ / + N i► Se Pc I I I / / a ' \ \� R II x / + I ►' \ / DM 0 — / I x / F �x x / I I I �+ scM I x - I DRY DETENTION I i N� BEN7STAR PROPER71ES, LLC POND I ; DO 11346 PG 1021 I x I BY 1995 PG 1777 PIN 1707999519 REID 0401689 I USE. OFFICE k I ' I I I G /� \— x UNKNOWN STONE 4 x -7A94 64215" x ` x I PLAY SET (` i— k��`t` I I / NIP30' X 30.5' 2' � �3pBU/CD/iV I HASSEL, CHARLES AND WOODEN WOODEN \ FIRE PIT® FABLE CAROLYN /RETAINING GARAGE J`, B 11981 PG 1655 WALL X �i'ANS/7j0 ` I x 1 I BM 1170 89 665 NI \ N/F (835�� NAC PRO I I PIN 1701227446 / ESKRIDGE, CLYDE AND LINDA JONES; CALVIN AND COLLEEN TECBkF y I I REID 0122744 (gs RD S ZONED-R4 DB 16483 PG 1887 \ DO 10417 PG 2679 USE.- SINGLE FAMILY / BM 1981 PG 665 BM 1981 PG 665 '` ` PIN 1707990476 PIN 1707991487 X — — x _ _ x' REID 0122743 \ REID 0122742 I — 0 I ZONED-R4 ZONED-R4 USE SINGLE FAMILY \ USE SINGLE FAMILY / I I Ii I I / N/F N/F SHE �I j o 2-STORY -Z ` T/ WOODYARD, CAROL ISAAC, RMESH AND ANGIE Ili Io FRAME \SHED -_ i - (111 I I I AIBLE \ / DO 8152 PG 215 I DO 11931 PG 2700 I i GARAGE �� _ 96)L i ` Q I I BM 1981 PG 665 BM 1981 PG 665 1O zi BLOCK ` I !PICNIC PIN 1707992482 PIN 1707993396 1� I \ 2-STORY WALL S�(TABLE / A �-- a FRAME _ _ _ _ _ Z62 SIGN REID 0122741 REID 0122739 Io ati 116" ZONED-R4 ZONED-R4 III \P j� BOLLARDS (11) GARAGE I i i '� _ (114_§ E � X (30• " [U I \ / USE SINGLE FAMILY I USE SINGLE FAMILY I i IT � •BASKETBALL GOAL\ � � O �� ) � �� (1� ) I 1 7BM CAP �7 J FIRE PIT I 2-STORY _ 5' I I N. 779,386.24'� GREENHOUSE I I i \ I FRAME j- _ _ _ _ _ I E 2109, 761.20 DECK PLANTER GARAGE / - ELEV. 446.76' / V � DECK I I 1 I I N \ i I / ----- I GREEN; P�4TRdir _1 I I WAYNE, KAARETh _ BOURGET; LAWRENCE\ N/r N/� DO 7112 PG 663 AND PARSONS. DORIS 2 Q o �' I I . DO 11931 PG 2700 EDIUM JAMES AND CINDY SHANNON KYLE AND LINDSAY I •BBB PG 2597 �S 77 I I � BM 1981 PG 665 � �� `14" BM 1981 PG 665 DO 17185 PG 1318 I DB 17000 PG 507 / / BM 1981'R6 ft65 I 2 f !► H I II I i x `Y-' � �M 1985 PG 1523 \ BM 1981 PG 665 BM 1981 PG 665 BM 984 PG 372 / BM 1965 PG 15�5 J 84 I � M,5--m `-BM 19114 PG 372 BM 1985 PG 1523 I BM 1985 PG 1523 / SM 1985 PG 241 I BY 1984 PG 372 _ I BM 1984 PG 372 BM 1984 PG 372 PIN 1707997228 PIN 1707994384 \ PIN 1707997311 I � I I I ROD 0133434 PIN 1707995357 BM 1985 PG 241 REID 0133437 REID 0133438 Bpi i i I ZONED-R4 REID 0133435 I PIN 1707996333 / ZONED-R4 I ZONED-R4 I PLANTED I II I USE. SINGLE FAMILY _ ZONED-R4 REID OIJ3436 USE SINGLE FAMILY USE SINGLE FAMILY I IJ I. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WI7H THE MANUAL ON UNIFORM 7RAFFIC CONTROL DEVICES (MUTCO) AND NGDOT STANDARDS SIGN MUTCD STD, SIZE STOP RI-1 30 00" ONE WAY R6-2 24 x30" DO NOT ENTER (DNE) R5-1 30 x30" YIELD R2-1 WITH RI-2aP 30 00" NO PARKING ANY 71ME FIRE LANE - 12 xI8" RIGHT TURN ONLY R3-51? 30 06" 2 ALL SIGNS SHALL BE MOUNTED WITH 7-FT MINN, KR71CAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 3-LB. GALV. S7EEL U-CHANNEL POST SET IN 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING. 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS MARKING NCDOT STD. SIZE COLOR CROSSWALK 1205.07(HI-WS) 24-IN WHIT. CROSSWALK 1205.07(STANDARD) 8-IN WHIT. DIREC71ONAL ARROWS 1205.08 STD. WHT. NO PARKING - FIRE LANE * - 4-IN YEL SKIP 120501 4-IN MIT. MINI -SKIP (3'-9' TYPE) 120501 4-IN MIT. WIDE MINI -SKIP (3'-3' TYPE) 1205.01 8-IN WHT. SOLID 1205.01 4-IN MIT DIAGONAL 1205.09 8-IN YEL STOP BAR - 24-IN MIT. DOUBLE YELLOW 1205.01 4-IN YEL * NO PARKING - FIRE LANE MARKING SHALL BE IHERA40PLAS71C AND CONFORM TO TOWN OF CARY STANDARD SPECIFICATION 030500 FIRE LANE STRIPING AND CONSIST OF A 4" SOLID YELLOW STRIPE AND 8" HIGH YELLOW TEXT "NO PARKING - FIRE LANE" AT 40' INTERVALS 4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR PARKING SPACE LINES WHICH SHALL BE ALKYD -RESIN TYPE PAINT. 5 ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCA71ONS APPROVED BY CLH DESIGN PRIOR 70 SIGN INSTALLA7ION. 6. CENTER ALL DIRECTIONAL ARROWS WITHIN TRAVEL LANE. Z COORDINATE FIRE LANE MARKINGS WITH CITY OF RALEIGH FIRE MARSHAL 5 ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUM REFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MU7CD. KEY NOTES ACCESSIBLE PARKING & SIGNAGE, SEE DETAIL SHEET COZO4. CROSSWALK, SEE 7RAFnc CON7ROL NOTES THIS SHEET, SEE DETAIL SHEET COZ06 FOR HI-VIS DETAIL SCHOOL IDEN71FICA710N (MONUMENT) SIGN, CLEAN EXISTING SIGN AND RELOCATE SEE DETAIL SHEET. INCLUSION OF THIS SIGN IN THE 97E PLAN DOES NOT CONS717UIE APPROVAL SIGNS ARE SUBMITTED, REVIEWED AND APPROVED UNDER A SEPARATE PROCESS THROUGH CITY OF RALEIGH. PARKING SPACE MARKING SEE TRAFFIC CONTROL N07ES THIS SHEET. DIREC7IONAL ARROW, SEE TRAFFIC CONTROL N07ES THIS SHEET. TRAFFIC CONTROL SIGNAG& SEE TRAFFIC CONTROL NOTES THIS SHEET. SPECIAL PARKING SIGNAGE, SEE DETAIL SHEET COZO4. PASSENGER LOADING ZONE SIGNAGE, SEE DETAIL SHEET COZO4. FIRE LANE STRIPING, SEE TRAFFIC CONTROL N07ES THIS SHEET. STOP BAR, SEE 7RAFFIC CONTROL NOTES THIS SHEET. SCHOOL DIRECTIONAL SIGNAGE, SEE DETAIL SHEET COZ05 SKIP MARKING SEE TRAFFIC CONTROL NOTES THIS SHEET. DIAGONAL STRIPING, SEE TRAFFIC CONTROL N07ES 7HIS SHEET. SOLID WH17E MARKING SEE TRAFFIC CONTROL NOTES THIS SHEET. DOUBLE YELLOW MARKING SEE TRAFFIC CONTROL N07ES THIS SHEET. MINI -SKIP MARKINGS SEE TRAFFIC CONTROL N07ES 7HIS SHEET. WIDE MINI -SKIP MARKINGS; SEE 7RAFFIC CONTROL NOTES THIS SHEET. PARKING SPACE NUMBER, SEE 7RAMC CONTROL N07B THIS SHEET. GREENWAY IDENTIFICATION SIGNAGE PER CITY OF RALEIGH, SEE DETAIL SHEET COZ13 4 RAD STANDARD STALL 18' 1 24' 18, ACCESSIBLE PARKING SIGN NOTES: 1. ALL DIMENSIONS ARE FROM FACE OF CURB 2. SEE ACCESSIBLE PARKING AREA DIMENSIONS THIS SHEET "WILDCAT" CROSSWALK TYP. 1 TYP. PROVIDE WILDCAT PAW STRIPING STENCIL SUBMITTAL 70 LANDSCAPE ARCH17ECT PRIOR TO INSTALLATION. SEE DETAIL SHEET COZ06 FOR MORE INFORMATION. GRAPHIC SCALE 40 0 so 40 so ( IN FEET ) 1 inch = 40 ft. ISO U w one Z � �ma; Cyq I W o 0 m��woa 131 _j 0 — �*a U.�moww�w V, Q Z O Of U 2 O Z 2 C� w 9 LO w H 0 D o rn ~ w o U ouj U) � _ �— W W J Z 0 cwA CDa PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 J i t� cn r�1 H cn Lu �a Z J O p� V Lu U) u aVIIIIIIIIIII` �co PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION PAVEMENT MARKING AND SIGNAGE PLAN - AREA 2 CO2mO5 � N/F N/F I / W4 �! r• STRICKLAND TRUST STRICKLAND ROAD NA DB 12723 PG 1118 I PROPERWEG I I LLC I NA I N/� ly/� LEWD JERRY J I DB 15491 PG 1337 UWAN G/TR MARRERO, JUAN N/F GIBBON$ JAMES E Ill MCOAD& STEPHANIE l BM 2000 PG 1337 BM 2000 PG 1337 MAZZA, SM 1993 PG 06 MAZZA, ROBERT V/7R DB 11986 PG 904 BENT TREE SOUTH I GIBBONS ELIZABETH B OR 15365 PG 1184 I PIN 1708708861 I --- BM 1983 PG 06 I DB 17178 PG 2199 I BY 1706 PG 20 COMMUNITY DB 16119 PG 1584 7BM I BM 1706 PG 20 I PIN 1708709960 �" REID 0183453 - _ _ _ _ _ _ _ BY 1708 PG 20 PIN 1708 OMU ASSOCIA 710N, INC. I BM 1708 PG 20 PIN 1706807831 REID 0059982 N. 780,726.61 ZONED-R4 -! - _ PIN 1708802803 I REID 0181606 DB 6800 PG 887 PIN 1708805841 I REID 0181610 O I � I -- �O1VEQ-R4 __ I E 2,10t1,507.85' I REID 0181609 ZONED -RI I �► b USE DAY CARE ----------- - - - -\ REID ZONED -RI ZONED -RI BY 170 PG 1496 ZONED -RI E1EV 423.55 USE: SINGLE FAMILY ROADWiIY N4PROVEINBVis TO j ZONED-R1 USE- SINGLE FAMILY PIN 1708804741 USE SINGLE FAMILY I REID 0181621 USE. SINGLE FAMILY YELLOW BENCH 71E IN 13' PINE I I I I ZONED-R4 I BE DESIG7� BY 011•�RS P6I I USE HOME ASSOC I TRAAgC IMPACT ANGILYS� I —b�_—x-- IRR 1 PVC � I I -� H-C G------------------------ �/ IRR 1 IRR 1" PVC L_ I , I — XPV BRICK �;��--,L---__-� -j---I -JI--- — x•---�� _ — COL.-- BRICK BRICK I _ I 17 BRICK -� — x —�C�L' COL. BRICK x — x _ �--.x _____-- ----� -1L- -� x =_ 77�-------------- I-�-- COL COL. � x _ I ---=-=_fna`====---'�__-__— x—=—x x _-- __- _ �� _____BED --_ — �1 --- - -=------=-=- - - --------x --- ____-_ _____-- BRICK WALL — Ili III I R il� IP SIGM �� • �'�'� __ ___ —a——=—______ —__------- _ �� _fit J ------------- /------ ------ _ • ____________ -------- ------------------- _ IRR �r� \ Ili Ili lii I� i ilRRto _ I p \---------- ==- ====- ____--------------- _--------------- —__ r--I IRR 4T------------------ -__ ICK ICI lil Ili i i I a d ----------==---- --- ----------_----------- L� I ql II I� ( x ------ -------------- -- L__-- —------------- __,,---�---- __ __ _ IRR (4) ----- I II 41 ICI I�� II i ( BRICK WALi II SIGN III • II • t • I IRR I i li I • -------- ==---=L====r-------------------___ _ _1 _- -�fi SIGN '� I I j RR III y I I I IR STRICKLAND---------==----===----=as ---�__ _------ _ __ — —--=--=�r---= ROAD (SR18Z9-----------------=------ ts ==z==_ _------------- — - VARIABLE WI01H R �'—"_`___==__ _----------- -tea% OPT _ I _ EED I ---`__- -___------------- --------s�%+�\ LIMIT R/W LINE PER RECORD ____________________________ -�------__===_--_ =_=-.' SIGN SIGN rn- __ _\� -------- ��\ a `_--�-� DOCUMENTS k - -------- I e� ��\ %\ --- - - DB 3667 PG 295 \ �\ _� -•- KEEP —RIFG-Hr7— j u� -SIGN PED. CROSSINGSIGN J I ` - ----- \I IAiii SIGN K STR�C�LAND 1 — ROAD 1R8 BRICK VARIABLE 111 RIWS SIGN---------- 1Il BRICK SIGN _PD.N/Id --------- B I SMITH, MAR7H F. I �i I CROSSING B — — — _ — — — _ _ - —_ --- --- - DB 6808 PG 855 i I d i d I I I AHEAD B E PROPS- — — — — — — — — _ —x- �� 53_728 _ _ (TOTAL 1519.17 BM2000PG1337 1 1 dl----------------- — — — _ -� - BM1977PG672 I d I -----_— ----_ — — - _ -_--_ --- I 15 STREET YARD — PIN 1708708567 I �I dl ai��l N/F REID 0101116 I I ELIOTJAMES AND LINDA III o II 2BUING -RDB 3506 PG 3 SZONED BM 2000 PG 1337 I PROPOSED ROW - - -- BM1977PG672 I — —__— ----_ I I PIN 1708800546 1 I _ _ - -- i F — — — — - o-----_�0-1 � �, o � REID 0f01163 - / E � � d ZONED-R4 / USE SINGLE FAMILY I -- N 79V 28- 4 I N ' 5F W I E I N/F I I jDtiq, �BZ/J{i�j3 / DA WS$ ROBERT AND CLAUDINE 1q DB 2951 PG 913 BM 1977 PG 672 / PIN 1706800435 I MCI T ZO R0101160 NED-R4 I � USE. SINGLE FAMILY NE I T lN CONWAY, JERRY B TRUSTEE II DB 06917 PG 599 N/rBM 1708 PG 20 I I I NI l PIN 17089011 57 / I NIP FAR,BLE5SR, Z4DAMY A I I I GHAFFAR SHAHZAD ABDUL I RISNER, MARCUS EMERSON REID 0181595 / CHARLEY DUANE S DB 17457 PG 1116 I I RISNER, CHERYL E l ZONED-Ri I CHARLES, MELINDA J BM 1706 PG 20 I I I DB 100091 PG 2318 USE. SINGE FAMILY I NIP DB 16421 PG 1077 PIN 1708907773 I BM 1708 PG 20 / FOSTER, L ANNETTE / N/P BY 1708 PG 20 I REID 0219033 I PIN 1708900709 N DB 09316 PG 1246 MOHR, JOHN C PIN 1708906732 ZONED -RI REID 0181594 BENT TREE SOUTH BM 1706 PG 20 MOHR, UNDA C I REID 0181598 USE. SINGE FAMILY I I II ZONEDI / HOMEOWNERS ASSOCIATION, INC I PIN 1708903708 / DB 11336 PG 571 ZONED -RI ' I USE. SINGE FAMILY DB 6963 PG 341 REID 0181596 BM 1708 PG 20 I USE SINGE FAMILY I I I / BM 1989 PG 1496 I ZONED -RI / PIN 1706904754 I II PIN 1706902694 USE. SINGE FAMILY REID 0181597REID I I I SIGNI • �J / ZONED 0181620 R4 20 I / USE. SINGE FAMILY ICIRRI.— BRICK USE HOME ASSOC I I I I I BRICK COL — r x COL. BRICK BRICK I — � L—_ COL. BRICK WALL — X- o-�L_-- BRICK COL i I t BRICK COL. BENT TREE SOUTH - _ _ _ _ _ - - _ BRICK WALL — _° — x _ ��_ I COMMUNITY SOUTH ALIGN, INC I POPE, TERRY M I r IR (5� •-IRR (2) _ _ _ _ _ TH PICKET FENCE PIG 887 POPE JUDY G _ _ _ _ _ _ _ __ _- I \"`(((________________ x � _ I — BM 19DO 95 PG 1287 I DBM 1708 PG 206 I �\ �\ - - _ _ ze—xPIN \_-- SIGN --------------- I REID10219058 REID 0219034 --------------- __— BRICK COL. ZONED-R4 PI ZONED-RI 10 ____________--_--- _-_-_-_ _---------_ __----_ USE HOME ASSOC USE SINGE FAMILY __-_- =�Qt� -------------- ---------- -- _--- - ----- ---- ----- �x I ------- ----- -=---- -====------- --------------------- N: 780,5 303' \ I ---------==========— ------- ------------__---------- ---___E Zf09,.06' ------------------------------------ ----__ ELEV. 0,� I ---------============--------- ----------------------- _ --- _YELLOW B 71E �� I BRICK ---------=====�==============-----_---------------_ _ - - _ --IAI. _PINE ��COL. I dii IN _--_- _---- — —-------------------- SVAPRI WIDTHR --/►y -.�_-_--- - --- — — — — — — — — MIT 45 MPH _-�-Q--ram-� C9 a\\ ��-.0 �1\ _ I /RAW LINE PER F __------___—_---_ — __ — — - �•.._�__--PB3667PG25 UMENTS �`� \\\\ \\ \\ IBRICK COL PRL IPOSED ROW 0�0000_ _ _ _ — 5 _ _ _■_�;� S1IPEET YARD _ _E K -__- �; �5 %8� `�t�. \ �\\ \ `'19 E 20 BUILDING SETBACK — — — — — — — _ — — — __ \ \BRICK COL. .r \ "i �r \ '9yf a PROPOSED Row — — — — — _ �\ ��a+ �\`'\\ \\�' `\ + \ 1.9 \ PHASE 2 Lill \\ _ \� AW 4 Z mav a by 6y TRAFFIC CONTROL NOTES 1• ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WT1H THE MANUAL ON UNIFORM 7RAFFIC CONTROL DEVICES (MUTCD) AND NGDOT STANDARDS SIGN MUICD STD. SIZE S70P RI-1 30 00' ONE WAY R6-2 24'x3O' DO NOT ENTER (DNE) R5-1 30'x3O' YIELD R2-1 WIIH RI-2aP 30 00' NO PARKING ANY TIME FIRE LANE - 12 xI8' RIGHT TURN ONLY R3-51? 30 06' 2- ALL SIGNS SHALL BE MOUNTED WITH 7-FT MIN. KR71CAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 3-LB. GALV. STEEL U-CHANNEL POST SET IN 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING. 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE All AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS MARKING NCDOT S7D. SIZE COLOR CROSSWALK 1205.07(HI-WS) 24-IN WHT. CROSSWALK 1205.07(STANDARD) 8-IN WHT. DIREC71ONAL ARROWS 1205.08 STD. WHT. NO PARKING - FIRE LANE * - 4-IN YEL SKIP 120501 4-IN WHT. MINI -SKIP (3'-9' TYPE) 120501 4-IN MIT. WIDE MINI -SKIP (3'-3' TYPE) 1205.01 8-IN WHT. SOLID 1205.01 4-IN MIT DIAGONAL 1205.09 8-IN YEL STOP BAR - 24-IN MIT. DOUBLE YELLOW 1205.01 4-IN YEL * NO PARKING - FIRE LANE MARKING SHALL BE IHERA40PLAS71C AND CONFORM TO TOWN OF CARY STANDARD SPECIFICATION 03051 FIRE LANE STRIPING AND CONSIST OF A 4' SOLID YELLOW STRIPE AND 8' HIGH YELLOW TEXT 'NO PARKING - FIRE LANE' AT 40' INTERVALS 4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR PARKING SPACE LINES WHICH SHALL BE ALKYD -RESIN TYPE PAINT. 5 ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCA71ONS APPROVED BY CLH DESIGN PRIOR 70 SIGN INSTALLATION. 6. CENTER ALL DIRECTIONAL ARROWS WITHIN TRAVEL LANE. Z COORDINATE FIRE LANE MARKINGS WITH CITY OF RALEIGH FIRE MARSHAL LL ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUM REFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MU70. KEY NOTES ACCESSIBLE PARKING & SGNAGE, SEE DETAIL SHEET COZO4. CROSSWALK, SEE 7RAMC CONTROL N07ES THIS SHEET, SEE DETAIL SHEET COZ06 FOR HI-WS DETAIL SCHOOL IDEN7117ICA710N (MONUMENT) SIGN, CLEAN EXISTING SIGN AND RELOCATE SEE DETAIL SHEET. INCLUSION OF THIS SIGN IN THE 97E PLAN DOES NOT CONSTITUTE APPROVAL SIGNS ARE SUBMITTED, REVIEWED AND APPROVED UNDER A SEPARATE PROCESS THROUGH CITY OF RALEIGH. PARKING SPACE MARKING SEE TRAFFIC CONTROL N07ES THIS SHEET. DIREC7IONAL ARROW, SEE TRAFFIC CONTROL N07ES THIS SHEET. 7RAFFIC CONTROL SIGNAGE SEE TRAFFIC CONTROL N07ES THIS SHEET. SPECIAL PARKING SIGNAGE, SEE DETAIL SHEET COZO4. PASSENGER LOADING ZONE SIGNAGE, SEE DETAIL SHEET COZO4. FIRE LANE STRIPING, SEE 7RAFFIC CONTROL N07ES THIS SHEET. STOP BAR, SEE 7RAFFIC CONTROL N07ES THIS SHEET. SCHOOL DIREC7IONAL SIGNAGE, SEE DETAIL SHEET COZ05 SKIP MARKING SEE 7RAFFIC CONTROL N07ES THIS SHEET. DIAGONAL STRIPING, SEE 7RAFFIC CONTROL N07ES THIS SHEET. SOLID WHITE MARKING SEE 7RAFFIC CONTROL N07ES THIS SHEET. DOUBLE YELLOW MARKING SEE 7RAFFIC CONTROL N07ES THIS SHEET. MINI -SKIP MARKINGS SEE 7RAFFIC CONTROL N07ES THIS SHEET. WIDE MINI -SKIP MARKINGS SEE 7RAFFIC CONTROL N07ES THIS SHEET. PARKING SPACE NUMBER, SEE 7RAFFIC CONTROL N07ES THIS SHEET. GREENWAY IDEN71F1CA71ON SIGNAGE PER CITY OF RALEIGH, SEE DETAIL SHEET COZ13 4'RAD STANDARD STALL 18' 1 1 24' 1 18, ACCESSIBLE PARKING SIGN NOTES- 1. ALL DIMENSIONS ARE FROM FACE OF CURB 2. SEE ACCESSIBLE PARKING AREA DIMENSIONS THIS SHEET "WILDCAT" CROSSWALK TYP. TYR PROVIDE WILDCAT PAW STRIPING STENCIL SUBMITTAL 70 LANDSCAPE ARCH17ECT PRIOR TO INSTALLATION. SEE DETAIL SHEET COZ06 FOR MORE INFORMATION. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft ISO co one Z ; ima; Cyq C.I ggl~7 W o 0 goon �wo a mix10 .. UUowww 2 U W J Lu cn 0 PROGRESS PRINT NOT FOR CONSTRUCTION V, 2 C� w 9 w � O w o U w o U) coo = i w w w Z p cA rn a 0 ASR REVIEW #4 r�1 mUi co N >- 0 W Z J = O 0 J �o J m � Q m Z H uj PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION PAVEMENT MARKING AND SIGNAGE PLAN - AREA 3 & 4 CO2mO6 5 SPACES -----_ s l B I I s K I o I--B�-I I I I -I -I- �- 1--6' S/w ---L --- -� �- s I D s S 10' 20' 25' I 8 20' I 125' I — -- --- - ---- ______ N I I �--------------------1----L D I----I----I 1I 00 I I - I---�--co - T-:t S I / /— i T 7 I I I �,-�,OF/ N I 1 I I I I I .00 --------�- II --L--� I I S I I � 7---I--j-I-- GYM AND DROPOFF PLAZA 1=10 FRONT FRAME FRONT FRAME 1I1,1�11111 11•I 1I1•I 1•I11•lII1�IIII•�II•�II*II1•�IIII•�II��II°W�II�II•�III�II�II�II 1�I ■I•■Ir■I�Fir IIIIIIIII,M1101ill -�II ■II ■II'1"11,I� ■1I�I ;� �I �1II ■1I1� '1II'11 I�� ■1I,I ■i �I ,l�II ■lI�� ■l��,�,�, � It I 1 l�„�■I II 'I I ■I II ■I II 'I II 'I II 'I II 'I II 'I II 'I II 'I 0 ��-7- �� I1�i��milP'.xo - - � I�IIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , , ,► ,��,,,,,, �� 1�1111111111111111 � ''•,, •� •� O O O � ��11111 � i O PEA O � i ■ '� lily ��;, Illllllllllllll��.�r © �� I�I�I�I�I�I�'�'�'�I�I�l�1�►�I�IIIIIt�''I'I-r � , - O 1I1I1I�Imill 11I11111I�I1I1I O IIIIIIIIIIIIIIIIIIII I I Ill�l�llll�I��/// �► DINING AND STAFF ENTRY COURTYARD f=10' ENLARGEMENT KEY NOTES A SYNTHE7IC TURF, SEE DETAIL SHEET C07.05. N SQUARE CONCRETE BENCH, SEE SPECIFICATIONS: MODEL, TABLE 1042 & CHAIRS 2307 BY WAUSAU MADE B CONCRETE SIDEWALK, SEE DETAIL SHEET C07.05. 0 SLAB PAVERS; SEE SPECIFICATIONS AND DETAIL SHEET C07.05. C CONCRETE STEP WALL , SEE DETAIL SHEET C07.06. P PLANK PAVERS; SEE SPECIFICATIONS AND DETAIL SHEET C07.05 D PEDESTRIAN LIGHT, SEE ELECTRICAL AND SPECS: POLES. LANDSCAPE FORMS 'ALCOTT' Q CONCRETE BAND, SEE DETAIL C07.05 E TRASH RECEPTACLE, SEE SPECIFICATIONS: LANDSCAPE FORMS 'CHASE PARK: R EXPOSED AGGREGATE PAVING, SEE SPECIFICATIONS F CONCRETE PAVEMENT, SEE DETAIL SHEET C07.05. S SEAT WALLS WITH MOUNTED BENCH, SEE SPECIFICATIONS (MODEL) AND DETAIL SHEET C07.06. OG WILDCAT PAW STENCIL IN CONCRETE, SEE DETAIL SHEET C07.06 AND SPECIFICATIONS T NOT USED H 24-IN TALL ORNAMENTAL FENCE IN CONCRETE BAND, SEE DETAIL SHEET C07.05. U TREE PLANTERS WITH STRUCTURAL SOIL, SEE DETAIL SHEET C 07.06. CONCRETE SEAT WALL, SEE DETAIL SHEET C07.06. KEY J DINING TABLE, SEE SPECIFICATION: MODEL# CHARLIE TABLE BY LANDSCAPE FORMS SCORE JOINT K FLAGP01E5; SEE DETAIL SHEET C07.06. EXPANSION JOINT L SEMI CIRCLE CONCRETE BENCH. SEE SPECIFICATION: MODEL# V5100 BY WAUSAU MADE. M CONCRETE BENCH, SEE SPECIFICATIONS: MODELf TF5021 BY WAUSAU MADE T - I I I 3' f� 1 2t 73' A ' �y1 � 5 5 \ 6 B / a78' w_ MEDIA COURTYARD 10=10' THEATER ENTRY COURTYARD 1"=10' (N) NAVY (R) RED (Y) YELLOW (B) LIGHT BLUE 5' 22' 107H STORE FRONT FRAME 6' 8' 0 I I I —---—---7--- 1 B 111� G Ill I —L �— I — G pa I I & .—T T-4--- 12' HT. H I L _ 14' 1 14' 22' T— lolummmig 111111 HE II■I II■ ImI 0 I� 0 m 1■1■ Immilm II■ ■1■1■1■1■I1111■ 1■I 5' X (N) NAVY (R) RED (Y) YELLOW (B) LIGHT BLUE C/)a co n �mm Z to ■' Z�w�q..VCi V wawa LJJ 1",-- cr) 0 co z 0 U > D- I � 0 z W = C� w J Lu Lo w w 0 Z) 0 W o 0 LUc) w WCID _ i--� w w J z ZLu O cn rn a � PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 J C) uj 11= co N >- 0 c Z J = O O t' = W cn V J J m� � o az J � v cn O o� Lu W vn Q � �co PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION Ell ART PATIO 1" 10' AREA ENLARGEMENTS CO2mO7 -.VA DB 2951 PG 913 IIII I�III/ \ \ \ 4"'� 411.70TBM 1977 PG 672 \ \ \4}1 PIN 1708800435 411.5or METANIS � REID 0101160 K11 ��,s4kI 40�4I TOP ELEV. '414.20' I /�\ ZONED-R4 4415.1OT INV. IN ® PORt5 HOLjf / L 418.40T RIM SINGLE FAMILY l5T K8 ALONG UPRIGHT 3.20 .' USE: 5 40T \MM�3 415 (E \ /7Rf./7 INV. - OUT:401.15' ��` 12 [sFo ON �� -4 �=-r �� i / 1 C I 06`�/_�M) \417.70T Op �� \✓ ��` �_ \--=�iJ� �/ / \s11 ¢ R'°� I / \ ' ANC OUTLETV / 'Lx4'W2�� 411.65T -_ - _Z.`=ti .3j)f J /- / / (? �/ C s 4 �__� - \ �-� /l r %� I / 1 / \\ \� \ I I \��_ 8'Lx4'III \ -/ 0� 7 =4PR 05 �/ /� - // // ( \ 1 \ I I \- "`.' ' ' ' ' �.__. CLASS B S E \ -HEAD WA J2 412.05T J� -----__ '•'� \ \\ \ 1 /^\\� P�BMANENT OUTLET - \ Ar �- _ I i \ __�__ ._. ..•:.. .� __ _ \ EXISTING till /J1 I PR07EC110N� � y� -i� \/ 410 -�-�\� ��it� \� 4j�� •��' NA 20' DRAINAGE 340 Vkh IH / �` �� , i i DAMS: DAN AND LESLIE EASEMENT LASS 2 RIPRAP ' �% '� - _ _ / \ \ WEIL,,; }� Q EA ` > I DB 2763 PG 189 BM 1977 PG 672 I \ / / ___ ll Dc / �- \ �- �/ J \\ \ \\ �`_ - R \ ^'`�• / \\\\ EXISTING i 410--- \ / \ ��\415.30T F 0.1�8� BM 1977 PG 672 1 n /_ \ ^\ •.:. 419.25T PIN 1708800314 )III\\ 15' DRAINS__ / FES / -- -EASEMENT l 415.90T \ / �- _ „\\ K7 ¢13•� � REID 0101157 r/ �/ II \� BM 1972 PG 672, / / / / / 415.50T / 415-�� , �� 416.00T / \ \ \ ZONED-R4 INV. - 400.24' I 1 / / / � _ ` USE: SINGLE FAMILY / " I 1 I _---_ice �j ' - 415.20T / 415.40T / 417.25T l / - 416 417.25T -J^--- ^� i Jim 417.1OT 416.50T =F; yP I F �P FP FP / \ FEs K12 I I I �I - /�/ ( �� ` /w -7v -- w - w vy i w \- / \ I / y' 416.60 lam- PERMANENT OUIL�T / / 1i - �, 416.00T \ / / 416.50 � 418.65T PROTECTION � 415.80T \ / \ PR07E 71ON H I / '�1 I c/ 1 // 415.60 / / 416.15 /l 1 / I \ �1 I \ //// ( // I RD K6 417.45T _J CLASS B S70NE / / J \ / R 417.10 416.45T - _ _ 419.15T 416.50 1� I 416.00T I I ( I D 416.10T 415.35T > / / ( \ \ / / I ( K100 417.30T 417.00T - - DD - LL J \ N� FES C9 =�til JI// / 416.60T \\ / III I / 417.50 RD . D I K60 / � PERMANENT OUXET/ / o I / I \ \ VIA, RONALD AND JOANNE r'/ 1 / 415.40T PR07EC71ON / I I AVERAGE�- DB 2635 PG 293 15'Lx8'Wx22'7H / / I I I // / I \ ' / I I I I S PRE -DEVELOPMENT \ 419.65T BM 1977 PG 672 / �' I /// \ I / / i R D \ 417.90 \ PIN 1708709295 CLASS B S I/�JJ // / oo / / / / / / I / \ GRADE NORTH \ RED 01011514 / / X�//h /(n ( / � � J 417. 95 417. 60 �/ l l / , d EVA110N: 413.75 \ � � PRE HP 421 -- ZONED-R4 / / �� / /�°/ )✓ s o / o \ \ (/ \ 416.70T / / / 420 / ^� / I // l I / l 416.00T a l 11 / \ I / i /- / J I/ / PRE LP 406.5 / / 1 / - / \ 1 / / \ \ USE: SINGLE FAMILY J/ �r / j% J I � U / I o j � � AWOODS � l `` J (( � � 1 11 _ II i 418.00r / / / `s'9 CE / F) / I AVERAGE I I 1 - o / \ 420.35T � PRE -DEVELOPMENT I I I I I I 417.50 _ I / / // ' / / / I ,I m ��1 I J / \ / GRADE WEST \ I 417.60T 420 }//� / / 416.00T // ELEVATION. 410.75 \ \ I / ( \ NEW M� SW OL DVIWING / DE LEON, ARTHUR AND HANNAH / / / r //l"/ (I I I I Q / pti" �^ i 1 I J I 417. o0T- / /////c� � �-k � - � / � 413.50 \ I / \ \ FFE: 418.00 DB 9638 PG 455 / / / // /// � l I l � - / \ \ i ) J III 1 L5 \ eM 1sn PG s72 //�// S / I o) / C81 / f 1 l 1 I PIN 1708709156 /�/ ///� I I" l �- f I \ \ ROD 0101151 A/ / / " �/� / \\ / I / / �o� / w / / / �` ✓ / j a I I \ \\ / . I / / /1_ 423.10T / \ ZONED-R4 v PRE HP 4225 \ USE. SINGLE FAMILY / ( i l 11 l I \ / l l 422.30T 417.20 / / / / / , I \ \ K2 417.50 / 418.4 423.30T \ ti (.�/� //� /� l 1 \ I I \ 412.8or I 1 \ I / / / 6?• / / /1/// \ I I I \ I I I I \ - /,i // / / \ I 413.90 413.90T / I \��• ) / / \ \ 415.30T 417.90 417.10T / I I 424.15 \\ \\ o \\ � � � I I I � 424.03 I STEVENS, ROBERT AND ELEEV / I I ( I I \ \ I 415.50T C80 / 1 413.90 r - I D �' I / / DB 2635 PG 293 -I �9�% I I I i I I 2 \ I \ J R 414.00 / / \ \\ - - L - J I I / I l�j I 423.13r I BM 1978 PG 476 J��/ /ll / ) I I I I I \ ( / / I 412.80 �- I w 41 .30T w 1w l I 423.20T PIN 1706708089 / / ,// Al/� l I I I I I I 1 I / ( I \ K1 REID 010 R� /� / r� //i�/ I I I i I 1 / / , - 416.50T - - / I / \ � \ \ .�_ SS SS S I 423.00T I \ USE SINGLE FAMILY /// /��l I \ I I I I r I I I ( / / �¢�0 1 415.80T �• \ I \ 417.90 O \ K3 - - I 41s.85r I \ I 414.00 413.90T / 413.90T �� j �� \`� AVERAGE \ cr �, / / , / �\ PRE -DEVELOPMENT r 413.00 \ 421.60T / /�// GRADE EAST i / / 419.10T / I \ k /////%// / / / / / / , / / \�2 - /� \__� _ ELEVATION.- 418.5 413.00 i i �� i i K41 ( 418.00T / / \ r \ \ 414.00 IL JIIL JI 415.00T I \ fi//� / I � � / �' � I / � // / � 1 / l � l / / / \ / / � / � / �-� � K40 � 413.190 J r I l3, L, 420.85T / I \ / � I 417.10T l / \> \\ 414 415.30T I I /l l / 418.50T l I 423.40T 415 If I r� 416 4�S �'� �. i K4 I / / / / / / / I / I / / / / / ` 7.75 415.95T FP / /FP / / � � � a 417.5 f I I I �^\ \ FP �CD /5, / I // �o�/ / / / I 417.20T \\ \ ( 416.60T 418.75T 420.75T I 422.90T / �\ \ I �° I / 41s.5o 418 I a 419.25T WOODS/ I I I h I 417.80 - y cs \ \ �,.� -�� 1 M30 \ \ 417.20 Q / // / ( I I ( I - / \ \\ \ \ \ o (� �� 416.00 l g / 1 �/ ( 416. 90T 425. 00 I / I � I I I - \ \ \ l 418.85T 420.35T I l /Ii� HP 415 \\ 417.60 \ R� �- 419.5 -�"`� - 418.35T N / ErISTIN / l l z m / I of I i I \\ \\�\\\ \� 417 - 417.00T - - - - - -I - / -+ � 417.00T A 15 DRR��gqINA l I ol°p / / l \ \ I \ \\ 416.80 1 RD 416.90T 416.70T \ 417.35T 419.95T / l GALLAGHER, JAMES AND ELIZABETH EA E, T \ \B I / DB 7433 PG 143 / BM 1978 PG 4 5 I `n l \ `L PRE LP 414.5 \ \ M1 RD - 4�6 _ 1 / 418.95T I BM 1977 PG 672 II I` ^ / I / \ 417.55T \ 417.50 \ _ =T _T / BM 1978 PG 475 I / � 417.00T BY 1978 PG 476 / ) \ I \ / 1 1 1 I �, M2 �D\ _ / I PIN 1707799910 \ rA I ( // \ C6 \ I 0 \/ I I I I // / 416.90 _- �RD �•� / 1 j 4 / RED 0105755 / l I , / \0 \ I (I / / // -� .. -- I USE SINGLE FAMILY ( / I l I I ' I 7// � I � 1 1' ( \ I , � L\ �� I 0 417.00T C50 PRE LP 413.75 I I M3 416.10T RLTI - I 1 1 AVERAGE / / I I 416.00 /� I I I I PRE -DEVELOPMENT / M4 I l / N % ,\ I ( 4 �_J \ / 417.50 I I I I I GRADE SOUTH l p�n,N 417.20T / I PERMANENT OU71ET l \ J \ / / 425.00 / MESTER, EHREN AND NICOLE ; I / I I 1 I ��` �\ \ \ \\ / L �1 , 1 E7FVATIav: 418 NEW A#SQa MALUNG , / 417.25 I PR07EC71OV l DB 7433 PG 143 I III J (� _ - l 416. 00 ) PRE HP 42225 I / FFE. 418. 00 / / I 12 Lx6 Wx22 7H / BM 1978 PG 475 I I ( o / I \� 415.90T / J / \ ' to I CLASS B STONE / PIN 1707890626 I ( ( 417.20T C40 ( / u, r / RED 0105754 I�,� \ I I I �\ �� sr�o Lftl ��\ `'o / / / / / ( / �o / \\ PERMAN� B17� M7 \ ZONED-R4 I ((I a \ _ - ''� \ / , /I / If USE. SINGLE FAMILY \ � � � '�a,�i e � �410�_ \ � � 416.80 / / / / / / PROTECTION \ - I y \\ _ �- F� , / ✓J / I I 16'Lx6'Wx2707H CLASS 1 RIP RA 416.50T I / I / / I I U) I I I _� \ \ �\ s►jp \` _ �\��\ 416.55T 41 OT I / / I I S �- 417.90, s c C30 \ \ I \ \\\\ A AO ^�,,,. �� _� `FF I ; ' 416.50T io \ N� \ \ \ \ - / I 417.20T � \ � a PROTO, MICHAEL GLENN \ \\ \ RISER \ \ \ \ �\ \ �'^ C5n� ►r-►-�1 1 .55T / / \\\ \ \ 1 417.10T SCM 18 4 V `Ps DB 16868 PG 791 1 RIM - 408.48' \ \ \ 4 � �•- T A _ - - BM 1707 PG 08 1 I INV. - 406.93' (SW) `� \ \ \ \�-T `" _,� � , C4 P I _ 416.00 \ DRY PIN 1707890731 1 4 SMALL INLETS \ \ \ l / 416.20T \ \ 4. RED 0105753 1 INV. - 407.59' \ \ \ 1 \\ \ 5`/,'� 420 ��F '�\F6' \�� / \\\ \ 417.70T DETENTION ZONED-R4 1 INV. - 404.47' I \ \ \ \ ► P \ \ POND Q _ USE. SINGLE FAMILY i I INV. _ 407.57' \� \ \\� \ \� \\�� , o • ¢2C FP 416.55T / \ \ \ co INV. 407.51' I \� I \ \ �- \� ► ' ► ` F l / \ ' \\ \ x�� ► I I \ 'gyp \ \� ` \ �� ► , �► � () � �- �__ / / F 415.55T "'\ \\ \\\ /� � Ctl No- ci N� N� N� \ N� 415.85T 1 �MAPLE I ► WiLCOX, TIMOTHY AND BRENDA I SIMPKINS. RODNEY AND KIMBERLY ' COLLAZO, JORGE AND IRMA ANNE JONES WEATHdRSBEE, J i ! U DB 11315 PG 170 DB 8240 PG 1385 DB 14836 PG 2638 \ TRUSTEE k �\ \ �., BM 1979 PG 550 BM 1979 PG 550 ' BM 1979 PG 550 OR SUCCESSOR TRUSTEE OF THE J r \\ MAPLE�"_�� _ ; PIN 1707891644 I PIN 1707892643 PIN 1707893640 \ ANNE JONES WEA THdRSBEE / \ ------ `r RED 0110185 RED 0110186 RED 0110500 REVOCABLE TRUST AGREEMENT \ \N ZONED-R4 ZONED-R4 ' ZONED-R4 \ DB 150604 PG 532 N/F \ MAPLE MAPLE USE. SINGLE FAMILY I USE. SINGLE FAMILY USE SINGLE FAMILY BM 1979 PG 550 / KINNEY, JOHN AND MARY N PIN 1707894643 DB 4122 PG 718- \ I \ RED 0110501 / BM 1979 PG 550 ZONED-R4 PIN 1707895589 SS' USE SINGLE FAMILY RED 0110502 / Rg9 \ -- �'- T _ / SS I ZONED-R4 \ USE. SINGLE FAMILY -- _ / // • - / \ - - _ __ _- _ e = MYRTLE W � I I \ J --� 2 / SCHUERMANN, NICKLAUS AND ANNA BALLENGER, o � W � a a LA ARE4 / //� - J \ DB 16561 PG 332 I DAVID AND FRANCS _ Q ' \ N� %/// BM 1981 PG 665 DB 4787 PG 71 CN Q N Af KILBRIDE, DAVID AND CHRISTINE r r / PIN 1707897573 I BM 1981 PG 665 z J m I 4 DB 140305 PG 81 / /1// \ RED 0122747 PIN 1707898573 z m = o m bQV / / Y O ZONED-R4 RED 0122746 Lo a / ' �QJ� I BM 1979 PG 550 // / //� 12' X 8 WOODEN\ USE SINGLE FAMILY ZONED-R4 w \ ,��, 0 PIN 1707895489 / `� SHED I USE SINGLE FAMILY / HA C RLE: J ''� RED 0110503 / 1 SSEL, ZONED-R4 / / /N \ CAROLYN / USE SINGLE FAMILY /r �� --\ I / DB 17017 PG 1 I \ / BM 1981 PG 6 /_/ �/ / LANDS \ I PIN 17078994 \ AREA / UNMAINTAINED / RED ZONED -R 4 \ o /1 / ZONED-R4 \ \� NI \ I / USE.- SINGLE FA. tv / \ HOLLEY, JOSHUA AND SARAH y�o /o DB 15964 PG 1814 \ / \ \ DOGWOOD/ / 4" CPP BM 1979 PG 550 PIN 1707897416 \ / \ INV. - 406.42' RED 0122748 / \ . r 0 AREA ZONED-R4 / N� / USE SINGLE FAMILY � \ SLADE, WiLUAM AND ANN DB 3046 PG 987 / / 2p, 1 Q h / BM 1979 PG 550 PIN 1707895420 0 I RED 0110504 , / N 00 USE. SINGLE FAMILY l G �I SWAIM, DESTRY AND BLYTHE I DB 15675 PG 2179 I BM 1979 PG 550 PIN 1707896395 I //�O \ \ / j u / / // RED ZONED -R 49 ��II e, ZONGLE F %oft, l l� /i USE SINGLE FAMILY r 18" RCP H INV. - 402.99' I RIM - 405.34' INV - Am 77' (NF) GRADING LEGEND EXISTING CONTOURS FINAL CONTOURS 270.4' EXISTING SURVEY SPOT EL VA77ON 270.510TJ PROPOSED TOP OF CURB SPOT ELEVATION 270.50 PROPOSE) GROUND/PAVEiMENT ELEVATION STORM STRUCTURE NUMBER EXISTING STORM DRAIN PIPE 7CA (TREE CONSERVATION AREA) RD PROPOSED ROOF DRAIN CONSTRUCTION LIMITS FD PROPOSE) FOUNDATION DRAIN DISCHARGE UNE. SEE ARCH. PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS PROPOSED STORM DRAIN PIPE TREE PROTECTION FENCE GENERAL NOTES -GRADING 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEGH AND NCDOT STANDARDS AND SPECIFICATIONS 2 ALL SPOT ELEVATIONS INDICATE) AT CURB AND GUTTER AND ARE DEN07ED 70 70P OF CURB, UNLESS 07HERMSE SHOWN. J. TOTAL DENUDED AREA = 13 AC t CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS MANHOLES STORM DRAIN STRUCTURES, CLEANOUM E7C AS NEEDED 70 MATCH FINISH GRADE. 5 ALL BACKFILL, COMPACTION, SOILS TESTING, ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) 6. ALL STORM DRAIN PIPES SHALL BE PROTECTED W17H S1DNE FILTER PR07ECTIQN AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET CZ02 7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS N07ED OTHERWISE 8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS 70 REMAIN WHICH ARE DAMAGED DURING DEINOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR U71UZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES B07H ON AND OFF-97E 10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHI7ECT. 11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-97E S70MPILES AND/OR WASTE AREAS 12 THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 201 13 CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR CONNECT 70 EXISTING PAVEMENT, CURB AND OTHER RIGID STRUCTURE. NOTIFY ARCHITECT IF DISCREPANCIES OCCUR. It ALL STORM DRAIN FRAMES, GRATES AND HOOD SHALL BE STAMPED WITH DRAINS TO RIVER" IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS. SEE SHEET CO3.00 FOR STORM DRAIN SCHEDULE GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft ISO CID one Zm� Cyq � W , wm w wok _jo3d°a�'ry U-mowww 2 U LAIM J Lu cn 0 PROGRESS PRINT NOT FOR CONSTRUCTION 2 C� LL 9 Lc) LL H � � o w o U Wc) Lu U) o = F- � w w w Z p cA rn a u ASR REVIEW #4 H uj M r co N >_ 0 cn Z J = O C' cn J V Q J m �c Q a Z aVIIIIIIIIIII` co PROJECT NO: DATE: 582633 1 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION GRADING PLAN - AREA 1 CO3.01 :W.jlll l.U9JJ D JILIVE �\ \ 4." 00T \ ` \ \ \ \ \ I i _ - ` v \\��\ \ - \F 'iQ \ivv.�rvu.rvrr/ '\ \\ \\ N�` 418.20T \ \ \\ \ Fp \ \ \ \ \ /�.� �� o\ �� \ \ \ \� \• F2 EADwALL\ \\ I \\ \ \ \ \ f w \ \ \\ \\ \ N� o \ PERMAN OUTLET I I 427.70T \ \ \ I \ �� \ \ \ / / 1 / U11UTY \ s 07EC71av G1 \ \ �\ F `�s \\ \ �� I sr� ( EA5EMINr \ ENI� \ \�\ \\�� c \\\ ` \\ \ \\ �.; - AoItTaiuw \ ► \ 32 W27'TH \\\ \ I % RsSSID r� ,, \\ AREA 4 \ \ 7.7or > SASS / Z \ 433.70T I _- \ ��\ \ \ �� \\ 12 \ 425.35T �( I J ( \ \ \ A� H2 FES \ �� \ \\ F \\ } •► \\ I I ��`` \ \ /�\ \ �`\`�\\ \ � \�� \ �"r S. �J \� I \\ L �- \ PERMANEN OU71ET \ ° G2 \\ \ 2'.\\ \ sz 07EC71 \ 433.10T } \ \ cS 8 4'Nh22 \ \ \4161.150 20' 20' TRANSITIONALC, PROTECTIVE YARD „ -__--I� BUFFER\ \ \G3 � \R2' h' _r\ BM 1995 PG 246 6 A � - I ANENT DUILEj } I 71ON \ 0 \ \ \ 4 9'Lx 22'1H \\\ \\ \ \\ �� ___ \ •\�� \\\ \\ \\\�� i�� tl\\ \`�� CLASS STONE H1 \\ \ \ -\ \\ \ \\ \\ \\ 1 I y // -\\ / �/ \ ��c \ \ ��\\ - \ I \ \ \ l/ ly 2' / 423.95T _ _ ^Z \ \ t� ( - \�-� I NIIF I THE LITTLE BANK INC 418.65T \ \ G \ \\ ( \ \ ) / / \\ I II ( I III �I DB 16027 PG 1099 PERMANENT OUTLET 1 I �o 419.15T \ \ \\ 1 I F1 - \ -��-- Z - -' \ \ �/ --- I III �I BM 1995 PG 246�\\\\ \ \\ \ PROTECTION \ _ -� \ \\0 � ` \ 421.20T \ _ _ \ _ _ _ ` \ \ PIN 1708909294 \ �y V 40142*33.11 ` - - \_ -� - ` \ \ \ - REID 0214098 \`�\A� c\\ j - \�\ DETERMINATION CLASS 2 RIPRAP /- - r ^�\ I 419.75T - - _ START STREAM - \ z \ I I M 2` USE: OFFICE - \ �1 _ = - '_ _- } \ \ / I �I I I J-425-z` - -- D30 \ - 1 J � � �,� \ 432.70T x EXISTING \� \ 419.05T \ 421.80T l // �� / (� I I I I PERMANENT STORM DRAINAGE r j I EASEMENT y 426 BM 1995 PG 246 433.30T -J I DB 5605 PG 613 �o / - - - - - - - - V C_ \\ \\ `r I1 /l lI I I I (✓ / / /j j///r�1\ i \\\\\ \\ \ `)� \ . 425 ID \ \ \ L D32 434.77/1 434.92 BRICK WEIR SRUCTURE rN ` 420 421.7 NV t9.--j1dBOTTOM OF BOX:429.75' \ \ 'I 424.00 �/ / / �-/ 1 \�/ - / (/ f\ \ \\\ \ 2 \ \ 1H2 �� BOTTOM INV.'430.29' 425.00 D3 - / 434.53 " / / 434.61 l c� \ 425.80 _ J / �- / / ( l \ - / `� \ , \\ \ P / I AR 3' 4 SLOTTED OPENINGS - 434.55 p --- - 434.67 FF2425.60 l 1 I // // /, \ \\\ �� `--/ �� /_ 435.20 / \ 1 / l / / / \ \ \ ^ 4 j0 / 434.53 _ 425.75 / l / / �\ \ i 435.20 /� /zJ� �� SSA ry 434.55 / �s� 435� _ / 434.90T .15 \ 426.60 > - \ -� 434.35 -\ \ r_p� \ �� \ / _ �� I 1 D4 I I > / �� D3 \1 \� \ / / 435.50 \0 `'\ / �� / / �\ - B3 \ I /// 'bmaR3' li 425.60 424.60 � I / J I•I I II iI� II I , - - �II / / / D143435��. _\- �_ L- --$ _- 435.20433.80 CITY OF RALEIGH 20' SANITARY 435.SS SEWER EASEMENT BM 1993 PG 615 426CEDAR 3' BM 1995 PG 246 �O�425.00 '�` ,• 435.20 - / 434.35 -- 425.60 / I 425.00 J 425.60 / �-� , - 434.00T L1 - - B4 ; / SS I I I x / 60 I / � l -- �- \�-- _ 434.40T 436.40T � 424.50 / / , �� _ B5 �' - \ � S -'��, - r\ D2 / \� \ \ J/ \434.00T435.80T �` I I I I I ,/ -S B6 /� 434.70T35.80T - I AR 3• r i 434.35 _ _ - _ I ` _ 434.0OT � \ -oop+ % 434.17T \ _! 437.70T ` � 438.20T I N 815 8•= - p I B1.0 B7 e /4 434.1 / 5434.35 S 42J IT II / l / / 430 A // I S`' 438.30T 424.70 _ ( / 434.17T 435.10T B8S ( I \ `J I d / \ / / / \\ ( / / �✓ \ 434.00T \ / i / ( ` , \ I vi I II / l ) / \ 425. /l B9 �( SS 425.00 / l \I / I I i , l / I I 433.90 / 434.30T it 434.70T S`' \ l U I I 1Wr / 1 ~ ti 424.00 l �� I Ss // 1 \\ , / I I 0.``ram AMERICAN Az TUNERS LLC / /- 425.30 I B11 / 434.50T ` 11 441.80T I ^ I �� DB 16655 PG 693 I t / I 1 a BM 1995 PG 1777 ) / 435.60T \ I Z425.60 / / 1 / / / / �� I 1� I/ \ ( I I¢ PREID 701393793 1 425.60 n 425.00 / J 426.6 ( I ( 425.00 I % A2 / / / Ss j l l'� �0 C � \\y USE OFFICE 1 1 1 (J II o� / / I -- - - - - - - - - - - - - - - - I J 433.40T - -rr J r, I / I T �f � ' / � \ \ Z ,p 434.90T r \ - (n I I 434.50T f �- ^ 1 / I ' I �, 435.50T / 445.30T I / I .la \ B 12 4 ` ] 444.80T \ I I 43 \ \ 443.50T \ / I \ 425.00 424.80 A 1 I` \ l / 7rT - - // I \ �� 1� �\ J 11 l n� * I I `F - S 812L20" E L- -o 1/ I l l � `- i/ 425.00 � r 4 , I I ^ ( B13 A3 T� 434.90T AVERAGE PRE -DEVELOPMENT -P I 442.15T GRADE NORTH / 55T ` I ELEVATION: 446.7 PRE LP 446.5 I HP 446.5 1 / / S 437.o0T / - / // //� AVERAGE 425.30GRADE EASOPMENT ELEVATION: 446.4 425.60 I� l .�� 43Z10T \ j 425.00 �\ \ / -`^ r �\ / //� // 446.60T FFE.' 447.00 I\ I \ 425.00 \ 426.6 co \ r y 439.50T B14 J i A4 \ I / 439.70T j \ 424.60 \ ` I / 424.60 + J \ \ 4317.50T / I \\ I a� I I AVERAGE \ PRE -DEVELOPMENT N,n I I GRADE SOU711 \ \ \ 1 \ I C, + w \ / I \ ( �' \ l I I I ELEVATION: 445.7 425.60 / \438.50T / \ � \ I \ AVERAGE 425.80 \ \ I / / �� + / � � 1 \ * I \ \ PRE-DEV OPMENT II \ > i IN > / \ J 1 Z GRADE WESTQL \ \ ( I \ 1 ) \) 426.20 \ �`L� / - \� \ Dc// / \ - ELEVATION: 446 J If 439.70T / / / �_ `} f- 1 \ \ I dI / 'ss I \ _ SCM 1A / S��SS-t- } \ \,_ \��=� =� �i \\ \\ I I ) i II AX 1 I N� I � _� / )` �� I , \ ETENTION A 41 �' r � ��9 _ _ _ _ \ I I I i II i BENTS R DO �oPER>PG o� LLc `\\ L� B150 � I 439.50T � \ I I I I o I BM 1995 PG 1777 ,/ I r �rvp I I (I I ( \ /PIN REID7040 6899 USE OMCE / \ X 422't7'�� iti // L 438.50 r/ ° I LANDSCAPED x`�'� 43� - �� ` ( A 40 I I I 1 I II ( I 120 / AREA W/ RI4ER . 05' / \ ROCK IJAPA LANDSCAPED o 11MBERTMNED / I ---- A /� /� , i I I I \ \ HASSEI, C RLES AND LAND Il ®NK f 0_BU/CD78q r \ \ 4qc I > I I I I AREA W/ \ \\ / ^ B�DA VS 0 6C-S" �\ 8 CAROLYN SNRUBSER DB 17017 PG 1655 1 1 I ( / / j r ,/ j \\ _ 44 1 j I I ti I II x I BM 1981 PG 665 N� \ N/Y - _/ O / / i PIN 1707899446 I / A 5 � / ( I ESKRIDGE, CLYDE AND LINDA JaVE CALVIN AND COLLEEN GARDEN BED / REID 0122744 DB 16483 PG 1867 \ DB 10417 PG 2679 W/ WOODEN/ PERM T OU y i ► r \� I ZONED-R4 BM 1981 PG 665 BM 1981 PG 665 BORDER PR CTION / l �' � 1-' r --------- \ / I �� I USE.- SINGLE FAMILY / PIN 1707990476 PIN 1707991487 / 12'1 x5'Wx27'7�i \ REID 0122743 \ REID 0122742 CLASS 1 RIP AP '/ , -- -- } ( I RIM - 447.83' I ZONED-R4 ZONED-R4 / / i ' ' l / ' r " . - V _ _ \ INV. - 444.41 ' I USE. SINGLE FAMILY USE SINGLE FAMILY / / / °I ,< ► r- ' �I I \\ I\ I / N,1F R+/ �� 2-STORY 1 -� �`- WCODYARD, CAROL ISAAC, RMESH AND ANGIE Ili FRAME SHED i - C GIN ) ( \ i \ DB 8152 PG 215 I DB 11931 PG 2700 I 11 d GARAGE � � 'u/ ►' y �, / �\/ I a�\ I I BM 1981 PG 665 BM 1981 PG 665 iql i � ✓- / \ / PIN 1707992482 I PIN 1707993396 I ' \ 2-STORY --` REID 0122741 REID 0122739 � FRAME L _ a� y Y- I I ZONED-R4 ZONED-R4 II�\�A��\ GARAGE �----^ t- ti y �� / x \ / USE SINGLE FAMILY I USE SINGLE FAMILY I i \ - -3V -'x I I I I x ,L I \ it LIS LA nmmw I1 i O \ � 1' 1 I � IBM CAP 17 � J \ / \ 10' I � � �� 2-STORY �� - N: 779,366.24' �__ FRAME -__� I E. 2,109,761.20 � ` i i I GARAGE - -- �� , �i� ELEV. 446.76 \ x EXISTING i BM' 85�G / / V CITY OF RALEIGH j i Im i \ I P_G 372 I� 10' GREEN WAY -- J i N� /WAYNE, KAA 6N 1 �+ EASEMENT �� i BOURGET, � �\ N� N� DB 7112 PG 663 AND PAR � DORIS i OB 11931 PG 2700 EDIUM JAMES AND CINDY SHANNON KYLE AND LINDSAY l r in. G 2597 EXISTING �S 77D4• 2 Q DB 3888 PG 696 i i I / BM 1981 PG 665 I `14• QC m I I i i i BM 1981 PG 665 DB 17185 PG 1318 DB 17000 PG 507 BM 1985 PG 1523 / BM 1981'R6.665 `PRIVATE 20' 230B I BM 1985 PG 1523 \ BM 1981 PG 665 BM 1981 PG 665 BM 1984 PG 372 / BM 1985 PG 1525 �I INGRESS/EGRESS 4 ` -,,,INV. - ii BM 1984 PG 372 BM 1985 PG 1523 I BM 1985 PG 1523 / BM 1995 PG 241 I BM 1984 PG 372 EASEMENT 439.52 PIN 1707994384 \ BM 1984 PG 372 BM 1984 PG 372 PIN 1707997311 PIN 1707997228 I SCALED PER I O I ROD 0133434 PIN 1707995357 BM 1985 PG 241 REID 0133437 REID 0133438 BM 1985 PG 1523 ZONED-R4 REID 0133435 I PIN 1707996333 / ZONED-R4 I ZONED-R4 I i ,ir USE. SINGLE FAMILY _ ZONED-R4 REID OIJ3436 USE SINGLE USFAMILY I _ _..._. _ _....... __..� _ . E.SINGLE FAMILY • GRADING LEGEND EXISTING CONTOURS FINAL CONTOURS 270.4' EXISTING SURVEY SPOT ELEVATION 270.505 PROPOSED TOP OF CURB SPOT ELEVATION 270.50 PROPOSED GROUND/PAVEMENT ELEVATION STORM STRUCTURE NUMBER EXISTING STORM DRAIN PIPE 7CA (TREE CONSERVATION AREA) RD PROPOSED ROOF DRAIN CONSTRUCTION LIMITS FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH. PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS PROPOSED STORM DRAIN PIPE TREE PROTECnoN FENCE GENERAL NOTES -GRADING 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIRCA71ONS 2 ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DEN07ED 70 70P OF CURB, UNLESS 07HERMSE SHOWN. J. 70TAL DENUDED AREA = 13 AC t CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS MANHOLES STORM DRAIN STRUCTURE CLEANOUM ETC AS NEEDED 70 MA7CH FINISH GRADE. 5 ALL BACKFlLL, COMPACTION, SOILS TESTING, ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT 7ES71NG LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) 6. ALL STORM DRAIN PIPES SHALL BE PR07ECTED W17H S70NE FILTER PR07EC71ON AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET CZ02 7. EXISTING VEGETATION M7HIN TREE PR07EC71ON AREAS SHALL REMAIN UNDISTURBED. UNLESS N07ED OTHERWISE 8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS 70 REMAIN WHICH ARE DAMAGED DURING DEMOUTION at CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR U71UZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9. THE GRADING CONTRACTOR SHALL COMPLY W11H ALL STALE CODES IN OBSERVING EROSION CONTROL MEASURES B07H ON AND OFF-97E 10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE AU7HORI71ES OR THE ARCHITECT. 11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-97E DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-97E S70MPILES AND/OR WASTE AREAS 12 THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 201 13 CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN at CONNECT 70 EXISTING PAVEMENT, CURB AND 07HER RIGID STRUCTURES NOTIFY ARCH17ECT IF DISCREPANCIES OCCUR. It ALL STORM DRAIN FRAMES, GRA7ES AND HOOD SHALL BE STAMPED W11H DRAINS TO RIVER" IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS. SEE SHEET CO3.00 FOR STORM DRAIN SCHEDULE GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft ISO co z, one Cyq i Lu13 hi I U 446,1. w 2 U Lu J Lu N 0 PROGRESS PRINT NOT FOR CONSTRUCTION Q z J U 2 O z 2 C� w 9 w H � � o w o U w o H U) coo = F- Q, � w a, w w z p cA rn a 0 I -I QR REVIEW #4 H uj aVIIIIIIIIIII` 00 PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION GRADING PLAN - AREA 2 CO3.02 I NIF N/F I I / STRICKLAND TRUST EXISTING STRICKLAND ROAD I I NA DB 12723 PG 1118 VARIABLE WIDTH PROPERWE� LLC N/F I N/f N� LEWI$ JERRY J I DB 15491 PG 2758 /F GIBBON$ JAMES E Ill MCDADE; STEPHANIE l BM 2000 PG 1337 I DRIVEWAY EASEMENT EXISTING MAZZA, UWAN G/TR MARRERO, .AIAN N BM 1993 PG 06 BM 2000 PG 1337 BM 2098 PG 1337 VARIABLE WIDTH EXISTING MAZZA ROBERT V/7R DB 11986 PG 904 BENT TREE SOUTH EXISTING I GBBON� ELIZABETH B DB 15365 PG 1184 I PIN 1708708861 DB 8723 PG 2419 BM 1983 PG 06 PERMANENT SLOPE EASEMENT VARIABLE WIDTH DB 17178 PG 2199 I BY 1706 PG 20 COMMUNITY CITY OF RALEIGH DB 16119 PG 1584 7BM I BM 1706 PG 20 I I PIN 1706709960 I DRIVEWAY VARIABLE WIDTH >" EXISTING REID 0183453 J- --- . I REID 0059982 BM 2000 PG 1337 EASEMENT BM 1708 PG 20 PIN 1708803882 ASSOCIATION, INC. GREENWAY EASEMENT � 1708 PG 20 N: 780726.61' PIN 1708807831 ' ZONED-R4 L _ _ _ DB 8723 PG 2423 PIN 1708802803 REID 0181606 DB 6800 PG 887 I PIN 1708805841 I REID 0181610 O I 10' EXISTING CITY VARIABLE WIDTH yit-2ANELL-(��_- BM 2000 PG 1337 REID 0181607 I ZONED -RI By 1989 PG 1496HONEYCUTT CREEK TRAIL" E Z108,507.85' UTILITY EASEMENT ----- REID 0181609 ZONED -RI I �► o I I G-251 I USE. DAY CARE l - - _ _ _ _ _ DB 8723 PG 2419 DB 15264 PG 1722 � I BM 2000 PG 1337 i // \ ZONED -RI USE SINGLE FAMILY PIN 1708804741 ZONED -RI ISTIJW155 IUSE: SINGLE FAMILY "HONEYCUTT TRAM BM 2012 PG 533 CH TIE IN 13" PINE I DB 8723 PG 2247 I I _ - � � � / � � USE: SINGLE FAMILY REID 0181621 USE: SINGLE FAMILY OVE I DB 6963 PG 341 _ ZONED-R4 10' AROUND EXISTING I c RIM - 4�8' / // \ I ®- lL - USE HOME ASSOC I I CITY OF RALEIGH BM 1989 PG 14 cRass II - ENCLOSURES I � I i / - INIL�411.46,�� / I / �T� �-� _max -_ DB 5969 PG 620 5' X 8' WATERLINE � �---_l 10' �� _ _ _ -NV. - 411.37i / / / 1 1 / ORNAMENTAL ��c - EASEMENT I 0. I I- ---- \ / / _ - L I T---I i-_�---®--412--- �� /� �( I \\ / �'i/ TREES UNDER 8'X I _ LsJ _ DB 15877 PG 428 --t _I _--- -413 - -� L� aR�t��- - �R \ ✓ / / ^/ i\ x - x -��c= - - r ` - x = a -- _ _ ----- _ _ _ -_ I .- �� - - _ - - �- /S 414 - GRASS I / - ORNAMENT / -x -- / �f3--�-€6� x� %i-��- / 41� 8" \ / �I / \\ �� - -yam x -=-.2� _ rG/ RIM - 411.67 - - 1?__ __ ---Q`x-� _ _ 4� / -- _ _-�_ 1 I �/ \ �.�` 1 - �-�--AREA�- // I�II, I I ( 10' AROI INV. - 408.61' -f- 0--- -�� - ----- ��_�- _ -420 -- 11 II I II U I - - - FO - - - - �--------- -F CT= -- /�- UT--- 0- �y-- - '- �Q =-_ ass L 422� - �_ _- �F 418- �--- ti -\ J / - w--- UT- Q- �.Z'rR --- Fo_- - L- �1�� =-E--j �-- \\ GRASS I W,�-- --15 c� 7� ----- _ - -�-- _ �� - �J! -- - _ ` It II % ® / h -UT--- _ �CTT -- _ -F6�- - 421- _ / -- W- W_- 'T=-_�S�S_7 _ =F�-- -F�_ FO---FO-- ,� 1 - _� J I / I II I I I I LA C9 /9 II U - - I II - T - - \ - _ - lTi- - - �- W--- W- W / UT-- --T7� _ _ �- �_---�6=---- - --� --z \ -!_� I Ili I I i it /aRa d / W - _- T� _- - - - -�kI�NG CP&L L/5 AREA I / I I ( �- 3-�-4V-- - -41------------ _ -- _ �- - -- - _ _ _ ==FO - �C _ Ifill/ J I i -w-�--4W- -�=W -UT =_�T� _-_-------------F� _ _ _� _--� _ -� --� -=F0 E ==FO FO-- ------ �I / 31I lil \ti ( / W _ _ OYERNEAD \ / w - - w -- _ = uT-------:41s - ----- =--F-- F-�----_-____ _ to- aROdND- E - `� - i - ---�L - _ _-_ _____ --- _-FO---FO-- 6i:A E - F I+ II L BED TILT \ / / / J - w-�-- -_ _�-�--_L--=--`___---.-<___- ==-i _ - _ - - --F CARES _ -� 0 I _ � I I I --- \ \ I \#IM - 414.63' \ / / �E W-- iW-- W-��'-�V-- �L-=�=- J=-- _ -- --�0� 3 -� I_ _ _ u�r T -`I FO- F�_- �II� Ily I I I INV. - OUT.53' (SE) \ ✓/A/ RO / �� Wes--- Nr- W_= w--- W===1LI=-=LL _ �__--------------_59�G$-_ - ---_ /ai- E - _ f� F�4,N o �GRaSS F r`-`iirr -U I '/� p / \ - W - W - _ - - _-------- -FiT�--Fi7-'-_ / is m I � _,_� - FO lam, 1n -1 UT---U \ INV. - 11 4j0.8T \ VARIAB / WAw�, �� II < -- W- W-- w--- -=U�- = _ =�L�- ------ --- \ _.� a - / ,\1zli_G - T_� 3-SS- SP 1HR / II \ w - W- - W-cU==--=-__ _-- ---- _ � -F01_ LA AR ' ---FO- _=-FCC--� Z �� G -� U Gt U -SS\-SS---SS\-- EED LIM y � \ \\_____________________ RIM = 419.30 W��--- w _ - --- W_--_��-FIT --_-F -TG -SS F \ ~\=== INV. 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CROSSING / w �- W--- _ W - _ EXISTING \� E I - - _ - fib R�FL �0 G - - - I I SIGN J W -y�'yy _ �bG' _T= _�' Q _ PIED CROSSING = _ _ W - 10' X 70' SIGHT L/5 ' \I� I 0 I / � -_ -�� -a, _ 0---� _ =0 -�� G G --- G --- G - - \`------ N1 \� `\ \ // CB w - w/T W - W--- I AREA III (q _ ____-- FO--?- \ - II \ \ DISTANCE TRIANGLE _ FO G --- -� -- EASEMENT I I I ri - mac_ - 7-FO---FO--- G - Ji/�� \ on I - _ - -aeU --------- - - + - 1 RIM:422.95' f I I � 1 EXISTING 10' X 70' SIGHT - � L� J aQ=�� _ � FO - - - F0= - �- G � ' �� \ " "I `�✓M"�✓/ \ RIM: 419.73' BM 1977 PG 672 I I (5 FO - /tfi` - \ �� \ ( ) / 11� / I�� / DISTANCE TRIANGLE EASEMENT I \ �__ _-------________ �_ FO _ 4 F - �� G --- G -__ \ `� INV.416.72' E \ INV.419.85' I I� \I413� // BM 1977 PG 672 I m - _��_�_�____`_-F - G --- �V�RIABLE WIDTH R/IY �\ W\416.6 T(W) ��\ .ill I I I ) I m - - - �- - - l I- J\ - - - - - - - - a� �_ - - _D/S/ 0 - - FO - - - - - G - - - I ( I d'I I I EXISTING c ' t4 �-� - _---- - - - _-_ J -Fn- G - G �__1- G \\ NIF , I� I CITY OF RALEIGH I -` �� - - - _ =�-_ RCP _ �=�0- �n _ �� --- G - _ \ SMITH, MAR7H F. / I it /i�l I 16 \ \ VARIABLE WIDTH--- 16' J 417.00T - 415 - - __ _- _-___ �i '�' :�---'9�--�n-_ � - G \6., I DB 6808 PG 855 I I I �\ V I I RIM - 412.58' GREENWAY EASEMENT I 4 _ FO`� - BM 2000 PG 1337 ^ % YIN' I I 41 I I INV. - IN: 409.23' DB 14828 PG 2458 I 15' \� ( / - _--- 41 % - -�� - �- _ _ - _ 18 RCP BM 1977 PG 672 INV. - OUT. 409.21 ' BM 2012 PG 295%� II I \ \ PIN 1708708567 �104IIIIIIII�rI III llN/FN'III --\\\--\- NIN=415.BM 2000 PG 137 OF RA EWoT JAMES AND UNDA 415 CITY \- ---- I�0Y_(N'REID 0101116 ZONED-R4 DB 3506 PG 38 U7TY PLACEMENT 41Y �48 BM 1977 PG 672 GNWYSi�" 1177=41.�34' (N )EY) PIN 1708800546 OUT=415-D9-(S_ --RID 0f01163 l 41 10 I --ro� I -R4ZONED 2 FEs � USE SINGLE FAMILY �------ -!.� (�\TIU1 /RAL-EI-_GTH - E--A-gS-�$ SEM-E\N\_ -\_-R -j - 4\20.8� - 01 -4MANENT 00I 8"/ PROCaN419.0�1345-w 6F RALEIGH / xw� RIP I�E�420.30T412.00T CLASS 1 RIPRAP GREENWA4SEMEN f \ cn N DAVI$ ROBERT AND CLAUDINE II / DB 2951 PG 913 I / �// / \ � \��/� II BM 1977 PG 672 � ..-..- j/ Og / I ` 411.70T II / 41150T \\ \ III META�RERPIN 1706800435 onn 00160 (Lei 1 V. S4044\ \ 1 I I I I % J / / \ TOP ELEV -414 20' \ \ k USE SINGLE FAMILY L2 412.15 414.70T/ 411.20T K9 415.1OTN-R4 > K8 Vl- I INV. IN ® PORTE'& HOLFCAM� \\ \ 418.40T ONG UPRIGHT-�y3.20AW3 RIM 1.%/� I405.14' .T 415.40 WOODS \ \ IAlt/ JAI. An4 AO'` ARf./7 INV.-OUT 401.15' �� 0 ��`✓��` \ �� (�// /� \sl RCP\ I I / \ \ FES D6 Lx4W2i� 411.65T p J1 /i'/ /��-- � /� \ PERMANENT OUTLET` PR01E'WION / N � /s �__� i i ��' 8'Lx4'Wx�TH \ � .. I _� 404 7 . / -- 5��-� `- .: .....\� CLASS i E \ / SRC \ I HEADWA J2 412. 05T �5 - - J��/� JC�s E U l / / I I l• \III- _ - _' _ - • • • • • ... \ \ l N CONWAY, JERRY B TRUSTEE BM PG N/� I 10' EXISTING CITY OF RALEIGH GREENWAY EASEMENT 6917 FIG 599 1 G-251 I NIP PIN 17089011757 / I N� GHAFFAR SHAHZAD ABDUL BLENKER, AMY M I I II "HONEYCUTT TRAIL" RISNER, MARCUS EMERSON REID 0181595 CHARLES, DUANE S DB 17457 PG 1116 I DB 6963 PG 341 RISNER, CHERYL E l ZONED -RI / I DB R 6 21 MPG N A J BM I PIN 1706 FIG 20 I I BM 1989 PG 1496 DB 100091 PG 2318 USE. SINGLE FAMILY I N/!= BM 1708 PG 20 FOSTER L ANNETTE / /P BY 1708 PG 20 REID 0219033 I N I 10' PIN 1708900709 N/F DB 09316 PG 1246 MOHR, JOHN C I PIN 1708906732 ZONED -RI I I REID 0181594 BENT TREE SOUTH I BM 1706 PMOHRG 20 / UNDA C REID 0181598 I USE SINGE FAMILY IZONED -RI / HOMEOWNERS ASSOCIATION, INC. PIN 1708903708 DB 11336 PG 571 ZONED -RI I USE. SINGLE FAMILY DB 6963 PG 341 RED 0181596 / BM 1708 PG 20 I USE SINGLE FAMILY I I I / BM 1989 PG 1496 I ZONED -RI PIN 1706904754 I II CP&L OVERHEAD PIN 1708902694 USE SINGE FAMILY REID 0181597 I I I I 10' AROUND ENCLOSURES / REID 0181620 I / ZONED -RI I DB 5969 PG 620 ZONED-R4 USE. SINGE FAMILY USE HOME ASSOC. I I ( LA ScarED NA --� , - -_/ _ \ \ � _ /\ �� ---�-- x = � BENT TREE SOUTH POPE TERRY M I t" > I / \ o GRASS F� \ L/5 AREA _ _ _ - - COMMUNITY ASSOCIATION, INC I ADS/ -�_x I DB 6800 PG 887 DB 07324 PG 396 �\ \\ L/S A� F \ 0 E - FO - - -_ FO �-RUBBERY BUSHES - - - - - - - - - _/ / - AREA , I - BM 1995 PG 1287 BY 1706 PG 20 - __ _� - PIN 1706909504 PIN 1708909710 7=- F \ _ - 425 _�� =_\ Ass E _ - \ E ==�� -€ E r \ r - -� - /_ _ _ _ / - _ _ _ / / -e- -x� I REID 0219058 REID 0219034 ``� _=70 - -� -- - - - - - - _ / - - - - --� _ _ --� \, /� / Dps/ / CP&L OVERHEAD - ZONED-R4 I ZONED -RI _ LANDscAPED 10' AROUND ENCLOSURES'�� USE HOME ASSOC, BELLSOUTH USE SINGE FAMILY -- -- 424�, �--------=� _--------- - -� � --_ -`� 430-� ` �q - -435-F0- _1""'\_-__ / -FQ _'"�-------- - - �� _ _ \T= --- _____ _ _ __-� _ _ _� - -----= ��_-__'� -`= -GRASS -f' �� - -E� �� - F-��_ �� AREA DB 5969 PG 620 �- -------- ----_- __-- �c �-F�--�- __ ------ � �" \ RIGHT OF WAY I 7T� U T -----_�_===--- _ a _ = E9------- _ �� \ - L �7 = - =----- --_ \ 4739 PGT 6 =E !_ -�_ 05 - / W1,1=- W -= W_ _ �T- '_ =__ _ = D- FD ------ -F� --� - - EN: 0 \ \ U-T ELE --�-- W- - W--- w�W_ \T-\T=�\- -- _- ___-- __--�__a==-F�l- =ED _-----\ _ ��-� �_�, EDGE Qom_-- yB \ le CB ( CB �W--- W� W - w- r\=�T-O�=�\�--__�__=�-_ \�� \ RIM.423.56' / / / - W --- - /_ W � - - =UT--{-=_ _ _ _ _- _ W _ _ RIM:424.81' ( - W- W--- w� -UT- __{- ___ _ - t=EQ I / T ATV - - - W- _\\ U T t\ - U T -_ _ -- - __ ----__ �_ \\ �\ INV.419.52'(E)\ \ / / - W%� W �--w w - �w - (:T LL T - �0 --� �- " �� r LA \ k -_�� -_- G --- () \\ STRICK _ / - - - w � 10 -� w ---w --- w - w = -� ' $�� _ '�_\__' T ARE4 \ INV. 419.33' W T \ 18F0� FO---O - FO=�-- _ \\ \� \\ __�---- R��(D - -� 3 I I I - W-�- W--� W _�vv��UT== =E - `��\\ �i�a \ BELLSOUTH RCP _ - _ $_� - _ --- �,o -�2 T DlsraNCE - _ _ - r - ARi I 1 - w - �\, - T_L`2 \\ \\ \\ LIMIT 45 M \ I \ I \ \ \\ \ w \F ��-,O ` �� \�z �� _ - DB 7304 PG 567 ABLE WIDTH iP CB 04 I \ 1 � \ W � _ _ � � � �„� > , 10'- -i- - 0 \ 2 _ _ p RIM: 4 .28' \ \ \ \ \ \ 1 \� \\ \� DB ACCESS EASEMENT --- -�F� = -� - \ INV.424.91'(E) I\ I \ I \ \5'CITYOF \\ \ \\ \� IW�W�b�F\: �;, �� _--FO � � \>_- \�-��LV.424.8 W) \ \ I \ .'1,,,__ RALEIGH\ \ \\ Ape I �V\ z,�, \�� 0 a -� -F0 �UT-� vi�L�(I UT--- PLACEMENT EA I �I \�\a\ \� - �\ FZ?- \ ENT \ \ z v 15' SLOPE EASEMENT 4n - = = = C�- T f)F ILEI ` U T - - \\J T - 03 -\ \ \ w \ \ \`. \ FQ �1tfA. �� \� \ \ \ � ��\ BM 1995 PG 1287 -FO\ - --G `�\ \\ N� OD 420.80T ? \ +-- - - - - - - - \ _ - - - ` \ DI \ \ 5 CITY OF RALEIGH \ - - - - - - - - _ _ _ �-�- 435 - 15" RCP 419.0 \ \ U71UTY PLACEMENT EASEMEN I 430.60T - - _ _ _ _ _ _ � _- \ G I ldq; 439.32' w%\► \ \ 13 ¢ \ \\ I \ -� Iw Iw I -�_--- _ - _ � �� INV4M--02' (NE) \\ W \\�\\ Q� `•�\�1j > �a �� \ f 416.50 \ -�- \ 428.30T \ - - 15 S \ �.\�� / �; I� �) \ \ 4?p. PERMANENT OUTLET \ \ \ \ \ I w \'0' BUILDING SEA 67 `- - �- \ �`� L\ CB\ \ �\ \ \\\ •\ \ \ \ \ IW \ _--�--- �- ems" C��;� INV.•435NNW 120 PR07EC71ON l \ Y 7BACK - �- - \ - - P F G \ \ 8 Lx4'Wx22 7H \ \ \ \ \ \ \ \ \ \ 'i I- �- 8 � \ 5a RIM: 4)&63' \ \ ` • IT S \ 1 \ \ \ \ - Yyt \ \\\ 1- x + CLASS B STONE \ \ \ \ \ \ \ \ \ \ �` / - - - '� �, INV: 6 1 NW 418.20T \ AREA \ PERMAN OUTLET \ I \ UTILITY PLACE MENr OIECTION EASE \\ 418.40T I CW27IH - T?STS p 417.70T \ . ' ?� \ \ \ / --- J/NI---- op� / \\- ►' \ o . G \ \\ \ \y�\�, \ 12 LIS % H2 FES \ 433.70T \ \ \ I I - \ \\ \ \ \ 425.35T �( I \ \ \ A \ Fp / 1 `�`� \ \ \ ��\` \ n 426.00T \ PERMANEN 71ET \ \ \ \ \�F w \ -- \ I ��0 tea.\ c \ \\ \ ��\ \ G2 \\ \ rr� OTECTION \\\ 433.1OT \ \ 36 \\� �� 2' \ \ ��\ \\ \ \ �\ \\\� `�\ \\�`r 1 41R .5(1 i I I i I �- rl e o CTM ( n \\ ( \ I 2n' 20' TRANSITIONAL 120 WOODS \ 418.E 12 GRADING LEGEND EXISTING CONTOURS FINAL CONTOURS 270.4' EXISTING SURVEY SPOT ELEVATION 270.50T I PROPOSED TOP OF CURB SPOT ELEVATION 270.50 PROPOSED GROUND/PAVEMENT ELEVATION STORM STRUCTURE NUMBER EXISTING STORM DRAIN PIPE ICA (TREE CONSERVATION AREA) - RD PROPOSED ROOF DRAIN CONSTRUCTION LIMITS FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH. PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS PROPOSED STORM DRAIN PIPE TREE PROTECTION FENCE GENERAL NOTES -GRADING 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI7H ALL CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS 2 ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DEN07ED 70 70P OF CURB, UNLESS 07HERMSE SHOWN. J. 70TAL DENUDED AREA = 13 AC t CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS MANHOLES S70RM DRAIN STRUCTURES, CLEANOUM ETC AS NEEDED 70 MATCH FINISH GRADE. 5 ALL BACKFlLL, COMPACTION, SOILS TESTING, ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT 7ES71NG LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) 6. ALL STORM DRAIN PIPES SHALL BE PR07ECTED WITH STAVE FILTER PR07EC71ON AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET CZ02 7. EXISTING VEGETATION WITHIN TREE PR07EC71ON AREAS SHALL REMAIN UNDISTURBED. UNLESS N07ED OTHERWISE 8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEINOU710N at CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR U71UZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9. THE GRADING CONTRACTOR SHALL COMPLY NTH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES B07H ON AND OFF-97E 10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STALE AUTHORITIES OR THE ARCHITECT. 11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-97E DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-97E S70MPILES AND/01? WASTE AREAS 12 THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 201 13 CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN at CONNECT 70 EXISTING PAVEMENT, CURB AND OTHER RIGID STRUCTURES NOTIFY ARCHI7ECT IF DISCREPANCIES OCCUR. It ALL STORM DRAIN FRAMES, GRATES AND HOOD SHALL BE STAMPED WITH DRAINS TO RIVER" IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS. SEE SHEET CO3.00 FOR STORM DRAIN SCHEDULE GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft 180 co Zone ; icR Cyq I W ae 0 goooa a .k. jo3dC�'ry U.�moww w 2 U W J Lu N PROGRESS PRINT NOT FOR CONSTRUCTION 2 C� w Lo w H � Z o cn w o U w o H U) coo = F- � w w w z p cn rn a 0 ASR REVIEW #4 PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION GRADING PLAN - AREA 3 & 4 CO3mO3 I I � � \ ANALYSIS \ \ r � co one Z . V Cyqr�.A�1 ggl~7 C) LN Q yeq oQ+Wph �o3d°a�'ry U.�moww�w Q z J O Q U 2 H O z w J 9 w 5 CO-) rn ~ w o U o H U) coo = w W J z z0 c/) PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 r�1 i PROJECT NO: DATE: 582633 1 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION r co SEE SHEET C3.06 — STORMWATER MANAGEMENT PLAN POST —DEVELOPMENT CONDITIONS FOR STORMWATER QUANTITY AND QUALITY INFORMATION. GRAPHIC SCALE too 0 w too 2W ( IN FEET ) 1 inch = 100 ft. 4W STORMWATER MANAGEMENT PLAN PRE DEVELOPMENT CO3mO4 STORMWATER QUANTI T Y ANALYSIS DRAINAGE DRAINAGE WOODS GRASS IMPERV BASIN PHASE AREA (AC) (CN=55) (CN=61) (CN=98) Of Q2 010 N07ES (AC) (AC) (AC) (CFS) (CFS) (CFS) PRE-DEV 31.13 B 1 11.34 11.69 46.35 65.47 123.21 2 DRY 1 POST-DEV 36.42 4.2 18.22 13.80 0.17 76.92 141.95 DM71LW 35.99 49.51 89.74 BASINS PRE-DEV 107 1.5 1.37 0.20 310 4.94 10.87 2 POST-DEV 0.91 0.6 0.31 0.00 0.70 1.20 285 PRE-DEV 1.36 a65 0.67 0.04 1.26 205 4.63 3 POST-DEV 0.16 0.1 0.06 0.00 013 0.21 0.51 PRE-DEV 2.67 1.5 1.10 0.07 2-W 3.87 &87 4 POST-DEV 0.74 0.0 0.74 2.96 0.81 1.26 2.72 MANAGED NOTE 1. SITE PRE AND POST DEVELOPMENT RATES DO NOT INCLUDE OFFSITE UPSTREAM DRAINAGE AREAS 2. QUANTITIES DETERMINED WITH TR-55 HYDROGRAPH METHOD. STORMWATER QUALITY ANALYSIS SITE IS A 38.23 ACRE SITE WITH EVS71NG APPROVED 1200 ACRES OF IMPERVIOUS SURFACE THE PROJECT WILL 51ST OF DEMOLITION AND RECONSTRUCTION OF A NEW MIDDLE SCHOOL, PARKING AREAS CARPOOL LOOP, BUS � AND STORMWATER DETENTION 10711 A FINAL IMPERVIOUS SURFACE OF I t 48 ACRES APPOR710NING SYSTEM, THE NEW DEVELOPMENT GETS CREDIT FOR 2.48 14.48 OF THE 23.75 ACRES OF ELOPMENT OPEN SPACE GIVING t07 ACRES PERVIOUS ASSUMING THE doEN SPACE IS MANAGED, THE LOAD CALCULA71ONS ARE AS FOLLOWS YSIS BY USING THE CITY OF RALEIGH APPORTIONING METHOD FOR TOTAL NITROGEN (7N) REMOVAL• 38.23-AC WITH 1200-AC IMPERVIOUS 26.23-AC OPEN SPACE 38.23-AC WITH 14.48-AC IMPERVIOUS 23.75-AC OPEN SPACE AREA ADDED: 14.48-AC - 1200-AC = 248-AC OPEN SPACE TO NEW IMPERVIOUS (248-AC /14.48-AC) X 23.75-AC = 4.07-AC OPEN SPACE VAGED OPEN SPACE 4 07-AC X 1.2-LBS/AC/YR =4 88-LBS/YR ERWOUS SURFACES 248-AC X 21.2-LBS/AC/YR = 5256-LBS/YR AL IN FROM APPORTIONED 6.55 AC ON SITE. 57.46-LBS/YR EXPORTED FROM SITE 57.46 LBS/YR / 6.55 AC = I177-LBS/AC/YR TO BE REMOVED: 8.77-LBS/AC-YR - 3.60-LBS/AC/YR = 5.17-LBS/AC/YR Y PAYMENT MAINTENANCE DURATION: 517-LBS/AC/YR X 30-M X 6.55= 101591-LBS co one Z . V Cyqr�.A�1 ggl~7 C) W Q yeq oQ+Wph �3�°a�' �*a U.�omoww�w 2 U W J Lu N 0 PROGRESS PRINT NOT FOR CONSTRUCTION i ", w O � CO-) G7 rn ~ w o U o H U) coo = U w W W J Z ZO co ASR REVIEW #4 r�1 H Lu 3:: ow - PROJECT NO: I DATE: 582633 IDECEMBER20, 2019 REVISIONS DATE I DESCRIPTION LC) r cc N A CD W J 9 L0 co 100 50 GRAPHIC SCALE 100 200 ( IN FEET) 1 inch = 100 ft 4W STORMWATER MANAGEMENT PLAN POST DEVELOPMENT CO3mO5 i 100 50 STORMWATER OUANTI T Y ANALYSIS DRAINAGE DRAINAGE WOODS GRASS IMPERV. BASIN PHASE AREA (AC) (CN=55) (CN=61) (CN=98) Of Q2 010 N07ES (AC) (AC) (AC) (CFS) (CFS) (CFS) PRE-DEV 31.13 S 1 11.34 11.69 46.35 65.47 123.21 3 MWP. 1 POST-DEV 36.07 4.2 1190 I Z 97 64.73 87.43 156.65 SEDIMENT 45.13 66.89 106.83 BASINS PRE-DEV 107 1.5 1.37 0.20 310 4.94 f0.87 2 POST-DEV 0.91 a6 a31 0.00 a70 1.20 285 PRE-DEV 1.36 a65 0.67 0.04 1.26 205 4.63 3 POST-DEV a 16 0.1 0.06 0.00 013 a22 a51 PRE-DEV 267 1.5 1.10 a07 235 187 &87 4 POST-DEV 1.08 O.0 1.06 0.02 1.23 1.90 4.04 MANAGED NOIE 1. SIIE PRE AND POST DEVELOPMENT RATE'S DO NOT INCLUDE OFFSI7E UPSIREAM DRAINAGE AREAS 2. QUAN7171ES DETERMINED W17H 7R-55 HYDROGRAPH ME7HOD. GRAPHIC SCALE 100 200 4W co one Z . V Cyqr�.A�1 ggl~7 C) LN Q yeq oQ+Wph �3�°a�' �*a U.�omoww�w Q z J O Q U 2 H tY O z w J w CO-) � G7 rn ~ w o U o H U) coo = U w W W J z z0 C/) PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 r�1 H Lu 3:: ow - PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE I DESCRIPTION STORMWATER MANAGEMENT PLAN DURING CONSTRUCTION WITH MAXIMUM IMPERVIOUS AREA cc N A CD W J 9 L0 co ( IN FEET) 1 inch = 100 ft CO3mO6 I/�MOM` ROMM. 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I SE raF°PFxmr \ \ mam1ED�l I Ife®' NP0PM6D1iam --If f' IIIj! / UZ- raE FALLr IESE raE FAIN.r \ •Qr _-_ - NN -IN.i (AV f I M1 ILSE m1aE FALLr I Lar-IN II u \ ese mmE ruNr I aar AFPrwNE I I / _ NN - 4ma nAq L - - - ow a NN - msm• (/Q I - _ r Io7S Po Inv------ N� or. - ' - - _a- - NN-msm'(Q %' l l m,_,,. --+mm' sl,rorewa -- —1— NN - max Ill tYiTI// xK-4mm r/rFroNw �( I / /// NK-4m«nq rNrroNs J r-MId NN -W..1d r-All NN W. -Mir -.(Niv (Id b GENERAL NOTES -UTILITY 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE Ill ALL CITY OF RALEIGH AND NCOOT STANDARD SPECIFICA71ONS AND DETAILS 2. INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 3-FT. 3 INSTALL SEWER MAINS Ill A COVER OF NO LESS THAN 3-FT 70 FINISH GRADE IN NON -TRAFFIC AREAS 4-FT 70 FINISH GRADE IN TRAFFIC AREAS 4. INSTALL ALL UlIU71ES 70 PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS 5 WATERLINES AND SEWER MAINS SHALL BE INSTALLED Ill A MINIMUM HORIZONTAL CLEARANCE OF 10-FT. 6. SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM AR71CAL CLEARANCE OF 24-IN 70 S70RM DRAINAGE PIPES Z COORDINATE AND SCHEDULE INSTALLA71ON OF ALL U71UIIES Ill 07HER PRIME CONTRACTOR$ U71UTY COMPANIES AND OTHER TRADES INCLUDING BUT NOT LIMITED 70. NATURAL GAS ELECTRICITY, TELEPHONE AND CATV. 8. VERIFY EXISTING COND17iONS AND CONNECTIONS 70 EXISTING U71UIIES PRIOR 70 CONSTRUCTION. NOTIFY ARCH17ECT IF ANY DISCREPANCIES ARE DISCOVERED. A CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE 70 THE OWNER 10. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS 11. THE CONIRAC70R SHALL PROVIDE AN AS -BUILT SURVEY OF ALL U71UTY AND S70RM DRAINAGE IMPROVEMENTS FOLLOWING CONSTRUCTION. 12. CONTRACTOR SHALL PHASE DEA10LI71ON AND NEW CONSTRUCTION 70 ENSURE UNINTERRUPTED ACCESS AND U71UTY SERVICE 70 ADJACENT FACILITIES COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY SHUT- DOWNS Ill THE OWNER 13 SEE GENERAL NOTES ON EXISTING COND17iONS AND DEAIOLJ71ON PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION. It ALL ROOF DRAINS SHALL BE 6N PVC (SCH 40) ® 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE USE DUCTILE IRON WHEN COVER IS LESS THAN 24-K 15 ALL SANITARY SEWER SERVICES SHALL BE 4- PVC (SCH 40) 01.04X MIN. SLOPE UNLESS INDICATED OTHERWISE. USE DUC7ILE IRON WHEN COVER IS LESS THAN 24-IN. 16. ALL CONDENSATE LINES SHALL BE CONNECTED 70 STORM DRAINAGE SYSTEM. I Z NO WORK SHALL BE PERFORMED ON RIGHT--OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER N07IFIES CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS EASEMENT AGREEiWEN7S� OR RIGHTS -OF -WAY. 18. AS PER SEC71ON Z4 OF THE CITY OF RALEIGH UDO, THE INSTALLATION OF 97E LIGHTING, MOUN71NG OR FIXTURE LOCATION SHALL BE MADE IN STRICT COMPLIANCE OF THE UDO. OVERALL PLAN SHEET FOR REFERENCE ONLY WITH EXCEPTION OF GENERAL NOTES GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. co z, one Z . V E i 41 M Pi C) 03V3 W a m,�[,5! w Q Y7� 0Q Za to U.�moww�w 2 U W J Lu N 0 PROGRESS PRINT NOT FOR CONSTRUCTION Q z J O Q U 2 H O z C� w w � O w o U 'W o H W co H w � W W W z O W ASR REVIEW #4 J C) t� cn uj 11= in H uj a� 00 PROJECT NO: I DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION 400 UTILITY PLAN - OVERALL C05n00 DB 2951 PC 913 # / BM 1977 PG 672 METAL RISER RIM - 407.06 • PIN 1708800435 I 4, ale * TOP ELEV. - 414.20' I' / 1 Z I INV. - 404.14' INV. - 397.53' II REID 1 / INV. IN ® PORTED HOLES MATCHUNE . RIM - 405.14 �� ' USE. SINGLE FAMILY j \ ALONG UPRIGHT - 413.20' \ _ I I AREA 1INV.-OUT.401.15' �\\ \ \� I / EXISTING N/F 20' DRAINAGE � \� I WETLAND AREA DAMS, DAN AND LESLIE EASEMENT 1 / DB 2763 PG 189 BM 1977 PG 672 I EXISTING Z675 SF / 0.061 AC BM 1977 PG 672 15' DRAINAGE PIN 1708800314 FES I j EASEMENT O O / REID 0101157 INV. - 400.24' I 1 15' BM 1972 PG 672 ZONED-R4 x I I USE: SINGLE FAMILY , FP FP FIR FP FP FP 8"DIP FP FIR FP FP FP FP FP w w w w W w w w _W_W w W w w \ I , 4""DIP 1 RD \ N 9 ps�ly Ij I u R� mn- R T �-RD � T 0/ o / N/F I // * C� RD - • - -I I VIA, RONALD AND JOANNE 1 / DB 2635 PG 293 I BM 1977 PG 672 i / /� Rpm \ PIN 1708709295 I / \ REID 01011514 ZONED-R4 Q / \ USE. SINGLE FAMILY Cn / N/F Z f �° NEW MIDDLE SCHOOL BUILDING - DE LEON, ARTHUR AND HANNAH / \ I I I Q f Fff: 418. 0000 DB 9638 PG 455 \ BM 1977 PG 672 / \ I I b I ; \ PIN 1708709156 k \ I IRt n / \ REID 1 ZONED-R4/ \II / \ USE. SINGLE FAMILY } \ Ni I OF NIF 00 STEVENS, ROBERT AND EILEEN I II F EQ�/ Q / RD DB 2635 PG 293 I 0 _ BM 1978 PG 476 \ QRD i i W W W W W W PIN 1708708089 REID 0101148 // \ \ I I O D • 4""PVC O .L SS SSG SS I II \ \ USE. SINGLEFAMILY \ \\ \ I I \ F 00 � \I p II IIII II \ t -1 I L-J II Li I W./ \ / � i I L___JL___J Y y y I u C. o FP FP FP 6'DI FP FP FP FP / / 1 FP FP FP 6"DIP FP FIR FP FP I 15- a �� N I / I o Q Y I �rI E=::* LQ RD� / EXISTING 1 I¢ I O O� a N/ F 15' DRAINAGE m 1 o I RD�\ ao GALLAGHER, JAMES AND ELIZABETH EASEMENT b ao / DB 7433 PG 143 / BM 1978 PG 475 I I Z I RD BM 1977 PG 672 I IQ / BM 1978 PG 475 BM 1978 PG 476 PIN 1707799910 / r� I I^ I O REID 0105755 ZONED-R4 USE. SINGLE FAMILY �RD 11 I I L I � I / N/F NEW MIDDLE SCHOOL BUILDING _ MEISTER, EHREN AND NICOLE DB 7433 PG 143 �� 1 FFE. 418.00 F / \ BM 1978 PG 475 I I PIN 1707890826 I A / / \ REID 0105754 1 '� ZONED-R4 1 a0�j RIM - 392.95' USE. SINGLE FAMILY I J ' / l / INV. - 386.0l' (MAIN I /6 CMP * O / INV. - 386.80' (LATE_ A j l INV. - 386.65' (LATE L) I ` I FA 4 'PV 1 x l� F ' x /`SANS/n0 ` �' , c� < � /VAl cn O \ N/F 11 I - ��Al \Fl, SCM 1B x � PROTO, MICHAEL GLENN ' RISER Y �P RIM 408.48' DRY s DB 16868 PG 791 1 �� 30' O BM 1707 PG 08 1 I INV. - 406.93' (SW) RIM - 391.58' PIN 1707890731 1 4 SMALL INLETS Q INV. - 384.60' (MAIN) REID 0105753 1 INV. - 407.59' - 404.47' INDETENTION INV. - 384.40' (MAIN) ZONED-R4 1 I V. a USE. SINGLE FAMILY 1 INV. - 40757' \ POND FP 8`D/P a IINV. - 407.51' 'SFp I x N/F N/F ' N/F \ N/F � WILCOX, TIMOTHY AND BRENDA I SIMPKINS, RODNEY AND KIMBERLY COLLAZO, JORGE AND IRMA ANNE JONES WEATHERSBEE, DB 11315 PG 170 DB 8240 PG 1385 DB 14836 PG 2638 \ TRUSTEE 4, BM 1979 PG 550 BM 1979 PG 550 ' BM 1979 PG 550 OR SUCCESSOR TRUSTEE OF THE / ca PIN 1707891644 I PIN 1707892643 PIN 1707893640 \ ANNE JONES WEATHERSBEE REID 0110185 REID 0110186 REID 0110500 REVOCABLE TRUST AGREEMENT L„ IN ZONED-R4 ZONED-R4 ZONED-R4 DB 150604 PG 532 N/F / S USE. SINGLE FAMILY I USE: SINGLE FAMILY ' USE: SINGLE FAMILY \ BM 1979 PG 550 / KINNEY, JOHN AND MARY Cob , , S� S� - , , IE PIN 1707894643 DB 4122 PG 718 / / 5� , , , IN ' \ RIM - 413.02' l - -/ _ N SS` ` IN I I REID 0110501 BM 1979 PG 550 x � � � � - , _ � � - , , ` ` INV. - 405.37' ZONED-R4 PIN 1707895589 INV. - 406.27' / / x �� ` ``SS-- \ USE. • SINGLE FAMILY / REID 0110502 / / -- x _ I 8"� ` _ I ZONED-R4 Of / - - C�qY SS � \ \ / USE: SINGLE FAMILY / � / • II x Of rrA• N/F N/F zgX�o + SCHUERMANN, NICKLAUS AND ANNA I BALLENGER, DB 16581 PG 332 DAVID AND FRANCES "' Q / / BM 1981 PG 665 DB 4787 PG 71 U N W Q raj \ N/F PIN 1707897573 I BM 1981 PG 665 `4 ^ / I \J yh� KILBRIDE, DAV1D AND CHRISTINE / /' \ REID 0122747 PIN 1707898573 z m 6 o m b� Q� RIM - 41 .76' DB 140305 PG 81 / / O ZONED-R4 REID 0122746 Lo a ' QJ01� INV. - 4 9.31' (MAIN) BM 1979 PG 550 / > / 12' X 8 WOODEN\ USE. SINGLE FAMILY ZONED-R4 w INV. - 410.61' (LATERAL) PIN 1701105 3 / / SHED I USE: SINGLE FAMILY � N/F REID 0110503 l \ HASSEL, CHARLE. 0 INV. - 410.58' (LATERAL) ZONED-R4 // // I / CAROLYN INV. 409.90' (LATERAL) USE. • SINGLE FAMILY DB 17017 PG 1 INV. - 410.64' (LATERAL) Of \ / BM 1981 PG 6 / / I PIN 17078994 REID 012274 \ / / ZONED-R4 \ / / N/F \ I / USE: SINGLE FA. // HOLLEY, JOSHUA AND SARAH DB 15964 PG 1814 \ / 4" CPP BM 1979 PG 550 \ / l PIN 1707897416 \ INV. - 406.42' REID 0122748 ZONED-R4 NIF / USE. SINGLE FAMILY r� SLADE, MLL AM AND ANN CO DB / PG / Q BM 1979 1979 PG 550 550 PIN 1707895420 / / REID 0110504 6" DIP O ZONED-R4 / N/F m \ USE: SINGLE FAMILY RIM - 408.03' l / 0 i SWAIM, OESTRY AND BLYTHE a l l r l DB 15675 PG 2179 I b g INV. - 401.29' (NE) / l i BM 1979 PG 550 �" m \ INV. - 402.11' (SE) l k l j PIN 1707896395 �/� \ INV. - 401.11' (SW) REID 0122749 �►�/O/ INV. - 402.67' (NW� / j ZONED-R4 RIM - 415.97' v � (/ ^/\ l ,�' l / i USE: SINGLE FAMILY INV. - 406.61' (MAIN) 11*i' Y \ \ l l l / 18" RCP I INV. - 407.03' (LATERAL) N p �OO l l /��; INV. - 402.99' SO, INV. - 406.82' (LATERAL) Q �/c INV. - 407.41' (LATERAL) � / 1 / RIM - 405.34' I 66s o ln' _ L / IN I/ - Am 77' (Air LEGEND CONDENSATE DRAIN EXISTING ------CD------ PROPOSED CD ELECTRICAL (OVERHEAD) ------ E ------ E ELECTRICAL (UNDERGROUND) ------ UE------ UE FIBER OPTIC ------ FO------ FO FIRE PROTECTION ------ FP------ FP FORCE MAIN (SEWER) ------ FM------ FM FOUNDATION DRAIN CONNECTOR ------ FD------ FD GAS ------ G ------ G ROOF DRAIN ------RD------ RD SANITARY SEWER ------SS------ SS STORM DRAIN = _ _ _ _ _ TELEPHONE (OVERHEAD) ------ T ------ T TELEPHONE (UNDERGROUND) ------UT------ UT WATER ------ W ------ W LIGHT POLE * LP UTILITY POLE Ay PP x MANHOLE E) MH • CLEAN OUT O CO O DROP INLET,CATCH BASIN, POND OUTLET E]DI, CB, PO HEAD WALL HD WLN_-7 FIRE HYDRANT __(�FH WATER VALVE _6�_Wv ---- 0-+- POST INDICATOR VALVE (PIV) -10 FIRE DEPARTMENT CONNEC7ION (FDC) -K THRUST BLOCKING >4 SANITARY SEWER STRUCTURE I.D. �3 STORM DRAINAGE STUCTURE I.D. O KEYNOTES A FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET CX.XX. B THRUST BLOCKING, TYP, SEE DETAIL SHEET CX.XX. C SANITARY SEWER MANHOLE, SEE DETAIL SHEET CX.XX. SEE SANITARY SEWER PLAN AND PROFILE SHEETS FOR ADD177ONAL INFORMATION. OD EXIEIVD U71UTY TO WITHIN 5'-0" OF BUILDING WALL OR AS INDICATED ON PLUMBING PLANS REFER TO PLUMBING PLANS FOR LOCA71ON AND INVERTS MAKE CONNECTION 70 PLUMBING SERVICE OE EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE PR07ECTIONIPLUMBING CONNECTION, SEE DETAIL SHEET CX.XX. REFER TO FIRE PR07ECTIONIPLUMBING PLANS FOR EXACT LOCATION. OSANITARY SEWER CLEANOUT, SEE DETAIL SHEET CX.XX. OMLKINS 3750A REDUCED PRESSURE DETECTOR ASSEMBLY (RPDA), OR EQUAL FROM CORPUD LIST OF APPROVED ASSEMBLIES, WITHIN HEATED ENCLOSURE, SEE DETAIL SHEET CX.XX FOR ADDITIONAL INFORMA110N. PROVIDE TAMPER SWITCHES ON ABOVE GRADE VALVES. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. OGREASE TRAP AND BUILDING SANITARY SEWER SERVICES. SEE PLUMBING PLANS OFIRE DEPARTMENT CONNECTION, SEE DETAIL SHEET CX.XX. OGATE VALVE AND VALVE BOX, SEE DETAIL SHEET CX.XX. POST INDICATOR VALVE W/ TAMPER SWITCH, SEE SPECS SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. O4" WATER METER, SEE DETAIL SHEET CX.XX. O4" WILKINS 375A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPA), OR EQUAL FROM CORPUD UST OF APPROVED ASSEMBLIES, WITHIN HEATED ENCLOSURE, SEE DETAIL SHEET CX.XX SEE ELECTRICAL PLANS FOR AD017IONAL INFORMATION. OO TAPPING SLEEVE, VALVE AND BLOCKING SEE SPECIFICATIONS P BORE & JACK 0.375-IN STEEL ENCASEMENT PIPE, SEE DETAIL SHEET CX.XX. Q 97E LIGHT POLE BY DUKE ENERGY. COORDINATE INSTALLATION & SCHEDULE WITH LOCAL U71UTY COMPANY. CONTRACTOR 70 RESEED AREAS DISTURBED BY LOCAL U71UTY COMPANY. R APPROXIMATE LOCA71ON OF ELECTRICAL SERVICE; REFER TO ELECTRICAL PLANS S APPR0XIMA7E LOCA71ON OF UTILITY POLE TO BE INSTALLED BY U71UTY COMPANY. COORDINATE WORK WITH U71UTY COMPANY. T FLOOR DRAIN, SEE DETAIL SHEET CX.XX. U ROOF DRAIN CLEANOUT, SEE DETAIL SHEET CX.XX. V IN -LINE DRAIN, SEE DETAIL SHEET CX.XX. W CONDENSATE RELIEF BASIN, SEE DETAIL SHEET CX.XX. X OIL/WATER SEPARATOR. REFER TO MEP PLANS Y GAS METER AND GAS SERVICE BY DOMINION ENERGY. Z TEMPORARY BLOW -OFF ASSEMBLY, SEE DETAIL SHEET CX.XX. ® 2" WATER METER, SEE DETAIL SHEET CX.XX. 2" WILKINS 375A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPA), OR EQUAL FROM CORPUD LIST OF APPROVED ASSEMBLIES, WITHIN HEATED ENCLOSURE, SEE DETAIL SHEET CX.XX. SEE ELECTRICAL PLANS FOR AD017IONAL INFORMA110N. INSTALL 2"x2-1/2" INCREASER AND EXTEND 2-1/2" PVC IRRIGA77ON SERVICE. CC SERVICE TAP K17H CURB STOP WITH VALVE BOX. SEE 2" WATER METER DETAIL NON -FREEZE YARD HYDRANT, SEE DETAIL SHEET. 40 ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer and/or reuse,as approved in these plans, is responsible for contacting The Public Works Department at (919) 996-2409 , and the Public Utilities Department at (919) 9964540 at least twenty four hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary fines , and require reinstallation of any water or sewer facilities not inspected as result of this notification failure. Failure to call for Inspection, Install a Downstream Plug , have Permitted Plans on the Jobsite , or any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh. 20 PRI VATE THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC SEWER SYSTEM AND EXTENSION OF THE PRIVATE SEWER 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 I AUTHORIZATION TO CONSTRUCT DATE PUBLIC THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF CITYS PUBLIC SEWER 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 j AUTHORIZATION TO CONSTRUCT DATE 40 80 ( IN FEET ) 1 inch = 40 ft. 160 co one Z .., a V Z. uj 0 o we �o� mix U.�moww�w 2 U LLI J LU (f) PROGRESS PRINT NOT FOR CONSTRUCTION V, C� LU 9 L0 w H � Cl) O rn ~ w o U o U) coo LU W � � LU J z p cco ASR REVIEW #4 H Uj m r CO N V Cn Z J = O C' Cn UU V �o J Q a Z a� 00 PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION UTILITY PLAN - AREA 1 C05n0l � - -•^• nA►cR xrcn� PHASE 2 UM17S — LEGEND a 3 z - czz a N 1QEC START STREAM 3 VER- - -- - \�W MARKER0. (.,,� �w\ 5' ClTY�7F A IGFh \moo`• G WV\ B * U77LITY PLACEMENT` �\ \ \ °\ ��:. \ _ _ X A�i4�E HUNE EASEMENT % � � � \�� \\F000a`�\ G /'9 \ <L ��\�` \� `\ \ �A CITY OF R EIGH SIDEWALASEMENT \ ` 0\ �000\/9B! \\\\0- W TELEPHONE )VE4 4 AND BLOCKING UPON I \F moo`. G �� /!y ®` ` �� 2 REMOVING WRIER SERVICE \ W ¢D/P I l °\+�� \\\�"� \\ \ ,� "1 ■ LINES TO EXISTING BUILDINGS \ •- I I \ ��`. \ \ / \ \\�`� `� �� \\ 20 20' TRANSITIONAL PROTECTIVE YARD `�\ w 18 V� '1 BUFFER o\\ B �5 1 BM 1995 PG 246 ` `�\ �� \ \ ' \ * INSTALL IEM ORARY I x; `� ��` ��\ c \\"<j �/`\ f BLOW -OFF AIBSEMBLY Z o� �4 (PHASE 1B \ AIER I I I \� / ��`� \ WV i I�'� LINES 70 EXTENDED IN PHASE 2 V\9, A xl TEL PED``��\ \ \ � � � �\ \ WV w w I I NIF ` \ �• ` \ `�% B II THE LITTLE BANK INC o I I II DB 16027 PG 1099 M II BM 1995 PG 246\%�� ` \o PIN 1708908294 I I REID 0214098 USE: OFFICE \ F` EXISTING \ \\�\� � \\�\ PERMANENT STORM DRAINAGE \` EASEMENT \ BM 1995 PG 246 DB 5605 PG 613 -- I x \ l x CONC. LID BRICK WEIR \ STRUCTURE \ INV. 29.25' _P -{ , RIM: 435.04' \ I INV.•429.05'_C-:AM ( BOTTOM OF BOX:429.75' \ INV 92 5 �� 1R �I BOTTOM INV.• 430.29' \ RAP ; I 4 SLOTTED OPENINGS x MH \ RIM:431.98' • / �� I I INV.• 424.08' (SW) INV.•424.83 (SE) SSA\x RIM: 437.08' / (`4 INV. 427.87' (NE) INV. 428.57' (SW) / INV. 427.75' (NW)CP CITY OF RALEIGH 20' SANITARY , \ SEWER EASEMENT �\ \ ("� . BM 1993 PG 615 ` v BM 1995 PG 246 6a p� CP N � I a a I I I / / . I / I / , 82'3� "E 1 /CP / I II 1158.18 CP10 I I C / G� I FEZ NIF AMERICAN TOWERS LLC CO I / Y I o DB / 155 PG 693 I � a BM 199995 PG 1777777 1 PIN 1707998973 I o REID 0139379 / / �{► IZ - - I � USE. OFFICE I / -TQ - - - - - - - - - - - - - - - - I N 3 I I I I I CO l S 87 2" E —o I \ I I .86 1 A I I I 1 I I \�CO I I I FFE.• 44Z 00 I I \ \ I Lr 6 X 00, * I ►I I \ I I x / + \ II I \ \ IU x / + x . \ _ / INV. 411.81' �W) � /+ Z INV. - 413.25' (NE) -A-r ` IN V. - 412.03' (N) \ C SS + 8"DIP (PUBLIC) �/ SCM 1A ' �S I X I S — — — — — — — 'A DRY DETENTION I j i NSF I BENTSTAR PROPERTIES, LLC POND I ; DB 11346 PG 1021 I x I BM 1995 PG 1777 PIN 1707999519 REID 0401689 c I I USE. OFFICE I 422't7' ,� x I x I 20I 1' i x I I � / NIF BU/LD/iyG I I HASSEL, CHARLES AND \ �� E1BgCK I I I I CAROL DB 17017 PG 1655 BM 1981 PG 665NIF NIF PIN 1707899446 / ESKRIDGE, CLYDE AND LINDA \ JONES, CALWN AND COLLEEN REID 0122744 DB 16483 PG 1887 \ DB 10417 PG 2679 ZONGLE R FAMILY BM 1981 PG 665 BM 1981 PG 665 USE. I PIN 1707990476 PIN 1707991487 / X — — = _ ` J X _ � I I x I REID 0122743 \ REID 0122742 I y`� ®` I PICV RIM - 447.83' IUSE: Z�NG� FAMILY USE: ZING FAMILY / I 1101 t x ` I I fa,INV. - 444.41' \ NIF NIF ISA-r R �j 0 - Y ` I I / WOODYARD, CAROL AC, RMESH AND ANGIE It t o FRAME SHED -� \ OB 8152 PG 215 I DB 11931 PG 2700 11 to I GARAGE BM 1981 PG 665 BM 1981 PG 665 If 1O I II \ PIN 1707992482 PIN 1707993396 I �O ' \ 2-STORY \ \ / REID 0122741 I REID 0122739 A 10 I FRAME \ ZONED-R4 ZONED-R4 III �p� GARAGE i i �� _ �� x�®` USE: SINGLE FAMILY I USE: SINGLE FAMILY I i b \ i �,� x TBM CAP 17 \ / / \ 10, 02-STORY '�' I N: 779,386.24' \ _ 5�J�,, CP&LI E 2,109,761.20' \ / Q i i GARAGE / ' ELEV. 446.76' EXISTING I BM 198G T523• _ \ Q \ CITY OF RALEIGH I I i Ic I \ I �9 P_G 372 1d/ r 1 3 10' GREEN WAY - I Ii NIF /WAYNE, KAA GREEN 1°ATRC14� - W V `z I EASEMENT I j BOURGET, LAWRENCE\ NIF NIF DB 7112 PG 663 AND PARSONS, DORIS ` S / Z I DB 11931 PG 2700 EDIUM, JAMES AND CINDY SHANNON, KYLE AND LINDSAY BM 1981 PG 665 88�155Q3 PG 2597 EXISTING � 770¢1 \ \ a DB 3888 PG 696 i i i 4 m I I I h i BM 1981 PG 665 DB 17185 PG 1318 I DB 17000 PG 507 / BM 1985 PG 1523 1 BM 1 �81�P6 fz65 `1— PRI VA 1 F 20' 23p 8¢� BM 1985 PG 1523 \ BM 1981 PG 665 BM 1981 PG 665 BM 1984 PG 372 / BM 1985 PG 1523' J INGRESS/EGRESS INV. - I �C o I III I BM 1984 PG 372 BM 1985 PG 1523 I BM 1985 PG 1523 / BM 1985 PG 241 I BM 1984 PG 372 EASEMENT 439.52' PIN 1707994384 \ BM 1984 PG 372 BM 1984 PG 372 PIN 1707997311 PIN 1707997228 I SCALED PER I REID 0133434 PIN 1707995357 BM 1985 PG 241 REID 0133437 REID 0133438 BM 1985 PG 1523 ` �b ZONED-R4 REID 0133435 I PIN 1707996333 / ZONED-R4 I ZONED-R4 USE SINGLE FAMILY � _ZONED=R4 REID 0133436 USE SINGLE FAMILY USE. SINGLE FAMILY I CONDENSATE DRAIN EXISTING ------CD------ PROPOSED CD ELECTRICAL (OVERHEAD) ------ E ------ E ELECTRICAL (UNDERGROUND) ------ UE------ UE FIBER OP11C ------ FO------ FO FIRE PROTECTION ------ FP------ FP FORCE MAIN (SEWER) ------ FM------ FM FOUNDA110N DRAIN CONNECTOR ------ FD------ FD GAS ------ G ------ G ROOF DRAIN ------ RD------ RD SANITARY SEWER ------SS------ SS STORM DRAIN TELEPHONE (OVERHEAD) ------ T ------ T TELEPHONE (UNDERGROUND) ------UT------ UT WATER ------ IN ------ W LIGHT POLE * LP UTILITY POLE Ay PP x MANHOLE O MH • CLEAN OUT O CO O DROP INLET,CATCH BASIN, POND OUTLET E]DI, CB, PO HEAD WALL HD WLN_-7 FIRE HYDRANT __(�FH WATER VALVE �� ---- POST INDICATOR VALVE (PIV) -10 FIRE DEPARTMENT CONNEC7ION (FDC) —( THRUST BLOCKING >4 SANITARY SEWER STRUCTURE I.D. �3 STORM DRAINAGE STUCIURE I.D. O KEYNOTES A FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET CX.XX. B THRUST BLOCKING, TYP, SEE DETAIL SHEET CX.XX. C SANITARY SEWER MANHOLE, SEE DETAIL SHEET CX.XX. SEE SANITARY SEWER PLAN AND PROFILE SHEETS FOR ADD177ONAL INFORMA710N. OD EXTEND U71UTY TO WITHIN 5'-0" OF BUILDING WALL OR AS INDICATED ON PLUMBING PLANS REFER TO PLUMBING PLANS FOR LOCA71ON AND INVERTS MAKE CONNECTION 70 PLUMBING SERVICE OE EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE PR07ECTIONIPLUMBING CONNECTION, SEE DETAIL SHEET CX.XX. REFER TO FIRE PR07ECTIONIPLUMBING PLANS FOR EXACT LOCATION. OSANITARY SEWER CLEANOUT, SEE DETAIL SHEET CX.XX. OMLKINS 3750A REDUCED PRESSURE DETECTOR ASSEMBLY (RPOA), OR EQUAL FROM CORPUD LIST OF APPROVED ASSEMBLIES, WITHIN HEATED ENCLOSURE, SEE DETAIL SHEET CX.XX FOR ADDITIONAL INFORMATION. PROVIDE TAMPER SWITCHES ON ABOVE GRADE VALVES. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. OGREASE TRAP AND BUILDING SANITARY SEWER SERVICES. SEE PLUMBING PLANS OFIRE DEPARTMENT CONNECTION, SEE DETAIL SHEET CX.XX. OGATE VALVE AND VALVE BOX, SEE DETAIL SHEET CX.XX. POST INDICATOR VALVE W/ TAMPER SWITCH, SEE SPECS SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. O4" WATER METER, SEE DETAIL SHEET CX.XX. O4" WILKINS 375A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPA), OR EQUAL FROM CORPUD UST OF APPROVED ASSEMBLIES, WITHIN HEATED ENCLOSURE, SEE DETAIL SHEET CX.XX SEE ELECTRICAL PLANS FOR AD017IONAL INFORMATION. OO TAPPING SLEEVE, VALVE AND BLOCKING SEE SPECIFICATIONS P BORE & JACK 0.375-IN STEEL ENCASEMENT PIPE, SEE DETAIL SHEET CX.XX. Q 97E LIGHT POLE BY DUKE ENERGY. COORDINATE INSTALLATION & SCHEDULE WITH LOCAL U71UTY COMPANY. CONTRACTOR 70 RESEED AREAS DISTURBED BY LOCAL UTILITY COMPANY. R APPROXIMATE LOCA71ON OF ELECTRICAL SERVICE, REFER TO ELECTRICAL PLANS S APPROXIMATE LOCA71ON OF UTILITY POLE TO BE INSTALLED BY U71UTY COMPANY. COORDINATE WORK WITH U71UTY COMPANY. T FLOOR DRAIN, SEE DETAIL SHEET CX.XX. U ROOF DRAIN CLEANOUT, SEE DETAIL SHEET CX.XX. V IN -LINE DRAIN, SEE DETAIL SHEET CX.XX. W CONDENSATE RELIEF BASIN, SEE DETAIL SHEET CX.XX. X OIL/WAIER SEPARATOR. REFER TO MEP PLANS Y GAS METER AND GAS SERVICE BY DOMINION ENERGY. Z TEMPORARY BLOW -OFF ASSEMBLY, SEE DETAIL SHEET CX.XX. ® 2" WATER METER, SEE DETAIL SHEET CX.XX. 2" WILKINS 375A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPA), OR EQUAL FROM CORPUD LIST OF APPROVED ASSEMBLIES, WITHIN HEATED ENCLOSURE, SEE DETAIL SHEET CX.XX. SEE ELECTRICAL PLANS FOR AD017IONAL INFORMA110N. INSTALL 2"x2-1/2" INCREASER AND EXTEND 2-1/2" PVC IRRIGA77ON SERVICE. CC SERVICE TAP W17H CURB STOP WITH VALVE BOX. SEE 2" WATER METER DETAIL 0 NON -FREEZE YARD HYDRANT, SEE DETAIL SHEET. 40 ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer and/or reuse,as approved in these plans, is responsible for contacting The Public Works Department at (919) 996-2409 , and the Public Utilities Department at (919) 9964540 at least twenty four hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary fines , and require reinstallation of any water or sewer facilities not inspected as result of this notification failure. Failure to call for Inspection, Install a Downstream Plug , have Permitted Plans on the Jobsite , or any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh. 20 PRI VATE THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC SEWER SYSTEM AND EXTENSION OF THE PRIVATE SEWER 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 IF AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLEC71ON f E IMSyON SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF CITYS PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITYS PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT j AUTHORIZATION TO CONSTRUCT DATE 40 80 ( IN FEET ) 1 inch = 40 ft. 160 U w 2 U W J LU N 0 co on- Z o .4-9 Cyr i W b w ,� U.�moww�w PROGRESS PRINT NOT FOR CONSTRUCTION V, C� LU 9 w Cl) O rn ~ w o U o H U) coo = H � 0 W w w z p CO rn a � ASR REVIEW #4 H Uj a� o PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION UTILITY PLAN - AREA 2 C05n02 N/F I N/F I I I I / L.V / Ni !�• STRICKLAND TRUST EXISTING STRICKLA PROPERTIES, ROAD I I N/F Z S, LLC I I DB 12723 PG 1118 VARIABLE WIDTH N/F N/F N/F LEWIS, JERRY J / BM 2000 PG 1337 DRIVEWAY EASEMENT DB 15491 PG 2758 EXISTING MAZZA, LILLIAN G/TR MARRERO, JUAN N/F I GIBBONS, JAMES E III I MCDADE, STEPHANIE BM 1983 PG 06 BM 2000 PG 1337 VARIABLE WIDTH MAZZA, ROBERT V/TR DB 11986 PG 904 If BM 2000 PG 1337 EXISTING EXISTING GIBBONS, ELIZABETH B DB 15365 PG 1184 BENT TREE SOUTH PIN 1708708861 DB 8723 PG 2419 BM 1983 PG 06 PERMANENT SLOPE EASEMENT VARIABLE WIDTH DB 17178 PG 2199 I BM 1708 PG 20 COMMUNITY CITY OF RALEIGH BM 1708 PG 20 I PIN 1708709960 I DRIVEWAY DB 16119 PG 1584 TBM 2 EXISTING REID 0183453 BM 2000 PG 1337 BM 1708 PG 20 PIN 1708803882 ASSOCIATION, INC. VARIABLE WIDTH I BM 1708 PG 20 8 I PIN 1708807831 ' O ZONED-R4 RIM - 413.79' ! _ REID 0059982 DB 8723 PG 2423 EASEMENT PIN 1708802803 REID 0181608 DB 6800 PG 887 GREENWAY EASEMENT N: 108,5071' \ VARIABLE WIDTH - �gNEQS4 BM 2000 PG 1337 PIN 1708805841 REID 0181610 I 10' EXISTING CITY UTILITY EASEMENT I INV. - 407.04 LATER4k : DAY CARE ---------___ DB 8723 PG 2419 REID 0181607 ZONED -RI BM 1989 PG 1496HONEYCUTT CREEK TRAIL" E 2,108,50785' REID 0181609 ZONED-Ri o I G-251 BM 2000 PG 1337 I i INV. - 406.55' ((E) --.\ ZONED-R1 USE. • SINGLE FAMILY PIN 1708804741 DB 15264 PG 1722 I ZONED-R1 ISTI��ENCH TIE IN 13" PINE I USE. SINGLE FAMILY I �' "HONEYCUTT TRAi I I USE. SINGLE FAMILY I REID 0181621 BM 2012 PG 533 USE: SINGLE FAMILY OVE V I BDB M 6989 PG 141 DB 8723 PG 2247 I III �--�, RIM - 414.56' _� I INV. - 406.25'(W) ZONED-R4 EXISTING INV. - 406.20'(S) RIM = 414.68' ��- ®— USE. • HOME ASSOC. I 10' AROUND I CITY OF RALEIGH II ENCLOSURES 04 ,� x DB 5969 PG 620 OC 10' I � INV. - 411.46' � `� I _5 X 8 WATERLINE I --�__ ----__ INV. - 411.37i �� I -max x - EASEMENT I QC I I I bhp ---- DB 15877 PG 428 I �'---�_-- --r Z---j---I - �I- _Ap TEL. MARKER x.--- x �c _ V I PP W/ LIGI�-T Cts&1Z- + - -t - _ _ _ ►�q�R SAMPLING I i X -�_-- o' I x = S�9IlO6L - - - - - - _ _ I-1 I - Xi x x _ - �"�- -x�•'�` RIM - 411.67 -- �"_1 �€-_--��-_X � �_-x F- __x_ ___ -- ____-- �� ® m------_�7-_TRAFFI POLE —,ham ## II I I I 10' AR01 INV. - 408.61'--=UFT�- _-Ep- _ ----- F� -=f�=F - TEL. MARKER (3) I SEWER IIj . Iii I I lj I# • _ -S---� ---- _-Fir-=- _F9_ F --- E------------- III VALVE ql I I I �� =FQ- —Q= — ---�_. 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OUT.410.53 SE ROA 829) — W W — w _ --------- _ — ,�i — { 0—_—F _ l✓/f, E o I I — W --- W — W --- W -- _______ ----- _ F� =F�—_ .�/ ai/ �m E — _—FO-- =1f1 _G - UT SEWER VALVE Icy INV. - IN.410.87' VARIABLE °j -- W _ -- W -- ��=-U=L� = - ___-_�=__-� -------------- _ �� --FO- BER # - _ LE / W _ __ �� Wig' � E o E _ WTII R/W� I I C W - A - - - _ F/ ��__ --SS---SS SPEED 4 c� _ _ _ WV _ -11I- L_ - �� = Lz 4� EL _ LIM MPH E Z RIM 419.30' - WI� - - W - - W - - -U FO _ _ - \\ �t---U� -=-U 8-(--SS--- R/W LINE PER RECORD _______________________ II _ - W--�-� W--- - IM 422.20' F �' _ _� _- SS ORD ---- =k===_ INV. IN: 416.75' II W -- W --- W-----=i 15" FO_�_�= U cn c_====_ __ _ -_� =cam RCP �� ----- ��\-�0--f#0_-_ -_= CITY P- DOCUMENTS �c II 0 INV.i,- M7-4t-.55=-- ____�-__- WV - W--_ W--- - w- yV_-_---__- _ `�� _ --- - �\ s - X_LEIGH __ --- -- ___ _ __ - _ ----------- EXISTING � E a�� _ °�-�---__ \---=G DB J667PC KEEP RIGHT^-________ _d i_ __ _ _ W-__ W-- W--- 30°DIP - _-- ` EI- �_ ---- -- 18FOCP- - G DB 295 II P PED. CROSSING == -= PED. CROSSING =_� W - W ___ L� ` u\ \i- E ,L/ -- �_'= 0 G __ II 16 ,i� --- = �`�- W -_ W _ _ W _ W = ttfi_ -- - I ��?- �-�FO - - - - G SIGN - I- W - 12" DIE _ _ py - I I�� / �- - z ` iE=-'P IGHT -- O---FO - - G --I G ___ - - Q�I 10' X 70' SIGHT r�i i� I I �'/�� -FO---FO-FO--*-FO---G - G - _ G - III III CB DISTANCE TRIANGLE I � I I I I / �, - - - I I FO - _ _ _ _ - G - - _ �- Z CITY OF RALEIGH �' �� RIM: 419.73' CB W_ __ _ _ _ _ _ L _ __ LAND ROAD � /_1 WV. EASEMENT ��' I i pill I I # �R EXISTING 10' X 70' SIGHT Y= - - - - =a��-----____ FO -FO-__ G o "p- G-GkEEN#A)G II STRICK lCp�p2n " RIM:422.95' FO - _ _ �- FO - G - - _ lJ/� Q 7, IN V- 419.85' BM 1977 PG 672 � I I I � !��' DISTANCE TRIANGLE EASEMENT I � - —_ - _ a— -=- �_ �_ = s =_ _ _ _ _ _ F _ _ -Fp E��IIG _ - G - - - INV.• 416.67'(W) I i lii I 3 �1 BM 1977 PG 672 I m - - - - - - _ _ --_--- - _ - 43n FO--_ G --_ G -- WV. WIDTH R/W -�-�LL �, I_� rRT SIGHT FO-- -VARIABLE _LE 1I "� o DISTANC-FO---F _ _ G _ I N/F ' I IIc�I I I I CITY OF RALEIGH I I - - - - - _ = M -PWR MTR = = = - StGMt R ---- _ _ -_ - __ - 24�RCP FO _FO-__FO---FO� _- G _-_ G G4" STEEL I I dI I I I N - - - - - - - - - - - - _ _ - - tea__ FO---FO--- - G - I SMITH, MARTH F. I I f! RIM _ - - - - - - - - _ ___=_ - FO--- G - d V 161 VARIABLE WIDTH I�_ pJTOP03E13- --=ti= - __ FO - - -FO - _ - - - G G 2000 PG DB 6808 PC 855 37 I I III I I I II I INV. - W:409.23' 412. GRDBN14828 PG 2458 j WA Y EA SEMEN T 15 I RIM - 416.89' - - - - - - - - _ _- _- - - - - - _ - _— - - �e - _ c - - _ 18" RCP FO - - -F0- BM BM 1977 PG 672 I I IIII I �� INV.-OUT.409.21' BM 2012 PG 295 I INV. - 406.98'(W) - - - - - - - - - _ - - _-y ," _ - 15 STREET YARD__------- __ _ PIN D 0101116 i i III I I II l I ELLIOT, JAMESF AND LINDA I I FORCE MAW b, 65' CITY OF R - 20' BUILDING SETBACK - - - - - - - - - - GUY mm - - - - REID 0101116 I I dl ��_ __ +b��UT1LITY PLA G RIM =417.97'- ZONED-R4 I I dI IIII DB 3506 PG 638 I I I d l I I I EASEMENT CITY OF RALEIGH IN=415.48' (N) PROPOSED ROW - - - - - - - - - - - II I d l I Q o� II "CoICO_ BM 2000 PG 1337 I - - - - - - - - _ I IN 415.34 (NE) I i dl I I I l BM 1977 PG 672 GREENWAY EASEMENT /I I 01 I r�V` 3 - I OUT=415.09' S--____-� - - - - - I I V \� II p ! I PIN 1708800546 I () - - - o� Il REID 0101163 _ _ _ d ZONED-R4 I I\_- - J 5' CITY OF RALEIGH USE. SINGLE FAMILY I I UTILITY PLACEMENT EASEMENT \ \ aI ` III N��28" �W I jI III I 13454I I CITY OF RALEIGH m I IJ GREEN EASEMENT II / DAMS ROBERT/AND CLAUDINE II l DB51 PC 913 BM 19PG I I q �` METAL RISER RIM - 40706 PIN 1708800435 I 4, ale * TOP ELEV. - 414.20' Z I INV. - 404.14' �� INV. - 397.53' REID D-R40 II ZONED-R4 / �� INV. IN ® PORTED HOLES �G/7 II USE. SINGLE FAMILY I ALONG UPRIGHT - 413.20' ppEA, RIM - 405.11 , \ I I INV. - OUT. 401.15'\ I l CONWAY, JNIF ERRY B TRUSTEE I OB 08917 PG 599 I I N/F I 10' EXISTING CITY OF RALEIGH GREENWAY EASEMENT I BM 1708 PG 20 / I G-251 / BLENKER, AMY M I NIFI I N/F GHAFFAR, SHAHZAD ABDUL I I RCU PIN 17089011757 / CHARLES, DUANE S I OB 17457 PG 1116 "HONEYCUTT TRAIL" I I I I RISNER, MARCHE EMERSON / REID ZONED -R15 CHARLES, MELINDA J BM 1708 PG 20 I I DB 6963 PG 341 RISNER, CHERYL E ZONED-Ri BM 1989 PG 1496 DB 100091 PG 2318 USE. SINGLE FAMILY I N/F DB 16421 PG 1077 PIN 1708907773 I" I BM 1708 PG 20 FOSTER, L ANNETTE / N/F BM 1708 PG 20 REID 0219033 10I 1' PIN 1708900709 N/F DB 08316 PG 1246 MOHR, JOHN C PIN 1708906732 I ZONED-R1 I REID 0181594 BENT TREE SOUTH I BM 1708 PG 20 / MOHR, LINDA C REID 0181598 I USE. SINGLE FAMILY I I ZONED-R1 / HOMEOWNERS ASSOCIATION, INC. PIN 1708903708 OB 11336 PG 571 ZONED-R1 I USE. SINGLE FAMILY OB 6963 PG 341 REID 0181596 / BM 1708 PG 20 I USE. SINGLE FAMILY I I BM 1989 PG 1496 I ZONED-R1 PIN 1708904754 I II CP&L OVERHEAD l PIN 1708902694 USE. SINGLE FAMILY REID 0181597 I I I 10, AROUND ENCLOSURES REID 0181620 I / ZONED-R1 I # I I • DB 5969 PG 620 ZONED-R4 USE. SINGLE FAMILY I USE. HOME ASSOC. X-��- J L-- _ TEL. MARKER - - r=x --a_ I N/F N/F i - - - - - - -� _ _ _ _ _ - • _ - - - - - - —x I BENT TREE SOUTH I POPE, TERRY M O _ _ - _ _ _ - - - - COMMUNITY ASSOCIATION, INC. POPE JUDY G I E - _F - -FO - - _ - - - _ _ _ _ _ _ X---_ x I DB 6800 PG 887 DB 07324 PG 396 E - o E _ _F� - - -Fp - _ _ _ _ _ _ BM 1995 PG 1287 I BM 1708 PG 20 I E==FO-__Fp---______ TELEPHONE - z ` E - - FO - - - - _ _ _ _ _ _ PIN 1021909504 PIN 1708909710 �?, FO _-_ - � --- E __FOE=_FO---FO---FO--- ____--____- MARKER �_ _ I REID 0219058 REID 0219034 I _ _ _ _ _ CP&L OVERHEAD - - ZONED-R4 ZONED-R1 - FH - E - - - FO - - - FO - - - - - - - - _ _ _ 10' AROUND ENCLOSURES USE. HOME ASSOC. -----__- --Fa=--F�--------_-- __ E --- E - E --FO- PP FO---FO--- - �x BELLSOUTH USE. SINGLE FAMILY _ �� _-- - ---- _ - - - E E -__ E F FO--_FO__-F�__�__i _ DB 5969 PG 620 TBM #2 -� RIGHT OF WAY I - W t7fi=lL�_ t7fi= _________ ____---FD-- - --- ---__ --- E - _ -FO-- --__ N: 780,5 3.03' EASEMENT I - - -----=-====-----------=Ef2 =FD-- - --------_ E - E -_ 1 PP -FO - __ yy In C7fi_=1J�=UT LLT _------- -------- - ----- - - E -FO - L�lG�9,5.06'DB 4739 PG 605 - W - W - W- I W7 -W W- - W- U- _= =L�= = _ _ --� - _ =F ----_ _ __ ®_ E Fp-==FO-= ELEV. ¢¢¢��1:9 _ CATV MARKER I I U-TU_T0----��__ TV PED FI1 - E -__ -6-=_ YELLOW BE CH TIE TELEPHONE WV W --�- W - - yV - - W - W --- W _-=ttfi=1JT==- ______ _ _______- _- -EQ-- _��_ - ____----- _ __ _ - _ _ _ _ _ �F _ -- - - _ E- --- -E - - W _ r �$PP� I CB rn W --- W --- W -- - W -_ _ W - tifi- W _ _ _ -----� =====-======- === =-F1L� _Ed _��- --- � - E _ - �M2RKER\ GAT k TELEPHONE RIM:423.56 Z _ _ W-_-----= =-- --------- _ _ --- {_-,� --___ , \ CB - W - - W _ W _ W _ Gfi=LIB==ILT=IJT=_ _ -EQ- =�D- l�Di'� \ RIM. - W- - W_-_ - W--- W- _ T= ---_-- _ --- =FD-- - E - �lly� I q MARKER INV.419.52'(� g W --- W W __ W- W tiT=l=UT =IJT-_____________ ______ --EQ= _`�`-@ LP l `�r� y i L/I `fl'g4H cT W� J - W WP- W --- = ttfi=LLT ------ _-__ -=F { �� l - -G- --- G INV.419.33' � 1�� > M T ✓ RI ---- - --W- w —w- _ =UT W = --D - -E--- h _ _ CKLAN_D RO�I ! 182 ----- WV -- W-__ ___ _ - _ - -- ` - E - \ . \ --F - FO --G - _ D-tSR/VL� 3 I 18"PCP FO--- - 0 _ _ _---------------- I W - - `r I \ H - �FLLT SI T DISTANCE - = VARIABLE WIDTH I 10' ACCESS I _ _ DlP R/W CB I p/ - - -W� - ;_ - �� <� - k \� 10' ACCESS EASEMENT -�- SPEED LIMIT 45 M // a C rn 12 W \ \ -y- \ DB 7304 PG 567 -F� FO- FO---�=ZF�-�_ rZ-_ 2" TYPE K' INI V.424.9�'(E) I�i -i Z `��w� W \yJ_ \� _,'`, F-FO-__ �FCL SO PER MH �`O ��+ I 5' CITY OF RALEIGH o \\ \\ `c �� F \ \\ F�_= =-FO - - - _ �_LV• 424.8 W) _ U77LITY \ F0=-=F�- I� I -UT--_ PLACEMENT EASEMENT I `� 15' SLOPE EASEMENT - _ - - - - ---- - -- -- - R W -0== l- BM 1995 PG 1287 7- i 0= = 0=__ UT-- T _QE RALEIGH i- ------_--- ----- — -- --- _ -== -�-�-FIO-�-- / LINE PER RECORD SIQE EASE NTUT --UT --_ ------------- ----- - --_ F -F� �zF® DOCUMENTS - -- G--_4($SFF T_ I 5' CITY OF RALEIGH PROPOSE�WR—IW - - - - - - - - - _- _- - - C' _ 4' -- L P - - - - -F Uj 15" RCP DI /P \ \ ` \.�FO .1 OW - - _ _ - - _ - - - __ = G RIM: 439.32' O UTILITY PLACEMENT EASEMENT \� IW�IW—i-1/2" PVC (/RRlGA7I ) B _ - �� \�� I INV.439.32' (NE) �O �^\^� h'\\F�a��`.� \� 0\ ��`� �� q W I �IW B N ---- 15 T -LARD 2.67-------- — q —�� G� !J `! / 20' BUILDING SE - - - - - - - - - \� -� 1S �c\ \�+ \\ I\:435.07 CB ��lY NMW ems, \� SAWCUT EXIS71 A NES AND INSTALL TEE A PROPOSED ROW 7BACK - - - - - - - _ - - _ _ \mil-`\�h \ Fp + G .9�\� \\ �� .\\ H •' / - \,+ �RIM:438.83' \2�'� �`� + \ / PHASE 1B UMl1S GATE VALVE N TEMPORARY SHUTDOWN OF — _ — G1fiS�\ , \ q WATER SERVICE A 17ECT/OWNER �N' �c MARKER \�``` FO��J' (N \. \ O\ \ Fp1 \\\ \ » \ ' ID \ +mac " WV PHASE _ j\ \ \'�o� �a� 0 \ W, �\\ .\ �o\ 2 LIMITS B W 5' CITY-OF-9 IGFI� EA SEMEN PLACEM N1� x R 1 TUNE EASEMENT G L9 �A CITY OF R EIGH 'c0 �� 3 DEL ASEMENTAIAPWFP SIWA�a`� \ \ \ \ \ 'Q�gpl \ o\� TELEPHONE /711GA AND BLOCKING UPON 2 a REVOWLINES O EXISNG TING BUNGS \ w ¢�7p / I I I \ o\\��`\\ � // \\\\\\\�� \� \\ 711' 20' TRANSITIONAL LEGEND CONDENSATE DRAIN EXISTING ------CD------ PROPOSED CD ELECTRICAL (OVERHEAD) ------ E ------ E ELECTRICAL (UNDERGROUND) ------ UE------ UE FIBER OP11C ------ FO------ FO FIRE PROTECTION ------ FP------ —FP— FORCE MAIN (SEWER) ------ FM------ FM FOUNDATION DRAIN CONNECTOR ------ FD------ FD GAS ------ G ------ G ROOF DRAIN ------ RD------ RD SANITARY SEWER ------SS------ SS STORM DRAIN TELEPHONE (OVERHEAD) ------ T ------ T TELEPHONE (UNDERGROUND) ------UT------ UT WATER ------ W ------ W LIGHT POLE * LP UTILITY POLE Ay PP x MANHOLE O MH • CLEAN OUT O CO O DROP INLET,CATCH BASIN, POND OUTLET E]DI, CB, PO 0 HEAD WALL FIRE HYDRANT WATER VALVE POST INDICATOR VALVE (PIV) FIRE DEPARTMENT CONNEC7ION (FDC) THRUST BLOCKING SANITARY SEWER STRUCTURE I.D. �3 KEYNOTES HD W'L FH _6�_WV ---- 0-+- -10 STORM DRAINAGE STUCTURE I.D. O A FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET CX.XX. B THRUST BLOCKING, TYP, SEE DETAIL SHEET CX.XX. C SANITARY SEWER MANHOLE, SEE DETAIL SHEET CX.XX. SEE SANITARY SEWER PLAN AND PROFILE SHEETS FOR ADD177ONAL INFORMATION. OEXTEND U71UTY TO WITHIN 5'-0" OF BUILDING WALL OR AS INDICATED ON PLUMBING PLANS REFER TO PLUMBING PLANS FOR LOCA71ON AND INVERTS MAKE CONNECTION 70 PLUMBING SERVICE OE EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE PR07ECTIONIPLUMBING CONNECTION, SEE DETAIL SHEET CX.XX. REFER TO FIRE PR07ECTIONIPLUMBING PLANS FOR EXACT LOCATION. OSANITARY SEWER CLEANOUT, SEE DETAIL SHEET CX.XX. OWILKINS 3750A REDUCED PRESSURE DETECTOR ASSEMBLY (RPDA), OR EQUAL FROM CORPUD LIST OF APPROVED ASSEMBLIES, 1417HIN HEATED ENCLOSURE, SEE DETAIL SHEET CX.XX FOR ADDITIONAL INFORMATION. PROVIDE TAMPER SWITCHES ON ABOVE GRADE VALVES. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. OGREASE TRAP AND BUILDING SANITARY SEWER SERVICES. SEE PLUMBING PLANS OFIRE DEPARTMENT CONNECTION, SEE DETAIL SHEET CX.XX. OGATE VALVE AND VALVE BOX, SEE DETAIL SHEET CX.XX. POST INDICATOR VALVE W/ TAMPER SWITCH, SEE SPECS SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. O4" WATER METER, SEE DETAIL SHEET CX.XX. O4" WILKINS 375A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPA), OR EQUAL FROM CORPUD UST OF APPROVED ASSEMBLIES, WITHIN HEATED ENCLOSURE, SEE DETAIL SHEET CX.XX SEE ELECTRICAL PLANS FOR AD017IONAL INFORMATION. OQ TAPPING SLEEVE, VALVE AND BLOCKING SEE SPECIFICATIONS P BORE & JACK 0.375-IN STEEL ENCASEMENT PIPE, SEE DETAIL SHEET CX.XX. Q 97E LIGHT POLE BY DUKE ENERGY. COORDINATE INSTALLATION & SCHEDULE WITH LOCAL U71UTY COMPANY. CONTRACTOR 70 RESEED AREAS DISTURBED BY LOCAL UTILITY COMPANY. R APPROXIMATE LOCA71ON OF ELECTRICAL SERVICE: REFER TO ELECTRICAL PLANS S APPROXIMATE LOCA71ON OF UTILITY POLE TO BE INSTALLED BY U71UTY COMPANY. COORDINATE WORK WITH U71UTY COMPANY. T FLOOR DRAIN, SEE DETAIL SHEET CX.XX. U ROOF DRAIN CLEANOUT, SEE DETAIL SHEET CX.XX. V IN -LINE DRAIN, SEE DETAIL SHEET CX.XX. W CONDENSATE RELIEF BASIN, SEE DETAIL SHEET CX.XX. X OIL/WATER SEPARATOR. REFER TO MEP PLANS Y GAS METER AND GAS SERVICE BY DOMINION ENERGY. Z TEMPORARY BLOW -OFF ASSEMBLY, SEE DETAIL SHEET CX.XX. ® 2" WATER METER, SEE DETAIL SHEET CX.XX. 2" WILKINS 375A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPA), OR EQUAL FROM CORPUD LIST OF APPROVED ASSEMBLIES, WITHIN HEATED ENCLOSURE, SEE DETAIL SHEET CX.XX. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMA710N. INSTALL 2"x2-1/2" INCREASER AND EXTEND 2-1/2" PVC IRRIGA77ON SERVICE. CC SERVICE TAP W17H CURB STOP NTH VALVE BOX. SEE 2" WATER METER DETAIL NON -FREEZE YARD HYDRANT, SEE DETAIL SHEET. 40 ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer and/or reuse,as approved in these plans, is responsible for contacting The Public Works Department at (919) 996-2409 , and the Public Utilities Department at (919) 9964540 at least twenty four hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary fines , and require reinstallation of any water or sewer facilities not inspected as result of this notification failure. Failure to call for Inspection, Install a Downstream Plug , have Permitted Plans on the Jobsite or another Violation ofCi ofRalei h Y h' g Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh. 20 PRI VATE THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC SEWER SYSTEM AND EXTENSION OF THE PRIVATE SEWER 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 I AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLEC71ON f E (MMON SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF CITYS PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITYS PUBLIC UTILITIES HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT ,� AUTHORIZATION TO CONSTRUCT DATE 40 80 ( IN FEET ) 1 inch = 40 ft. 160 co one Z ; imR (31 Cyq I W ae m om�0 U.�moww�w V, C� LU 9 LU H � � O LU o U W o LU U) � _ F- � W LLJ J Z p u PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 PROJECT NO: DATE: 582633 1 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION UTILITY PLAN - AREA 3&4 C05n03 ---r I MNr' O@ I �» rrEr%lirr I I I �• / � / I / — — — _ _ _ Nrii:wa I mmarEafflort •WAMIM" ME rxfrs I regrrWN I rrriiia I �".rf. saar�r I mavroa"'ic illaowi »rrE"'xrer`sa NAcrlNrr SMIR"rABF1DM MODere�I ira°rirmeii arE� se r^° e�ii=m, ' / I l as=- __--_ I r Nr— s sem ro iM7 u9rErrrr rants A♦ re! i .rar r. maws ■ )wr / rl �; / A----men,rox�a, rxomrorxr l4e� I awam m Errrr I !� .ENesr I aar�N� I o-e.smxrnorrm mmrrcigrEr / °° :`�N; M xom ro fm , \` m arse ro x°e r♦N ! afrtll own r rarN m rsFl ro fm afm ! rr[mv I 11 1 t.Eirin.r.• s amrer / I I memronn !.rasa I =N rxrxroexe I laErrt rNtrmr I I I m•/.°ro3H r`i / laErm.r Eamma DID,_ lirraf I oWARDWuaYxs I mr I r,rro„m»s / rrN I 'i'Era / ► rlN�,rlE I I ---' r, maroem Sx �,tl ------ o — —y r�J 1� - mar ! racer m� mamma I M _� �_ - QQ -__-_ I ! 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I BM 1708 PG 20 � PIN 1708807831 ' -I REID 0059982 EASEMENT GREENWAY EASEMENT N: 780,726.61 k I VARIABLE WIDTH ZONED-R4 @11 --___-Z��-4-_ DB 8723 PG 2423 BM 2000 PG 1337 PIN 1708802803 I REID 0181606 DB 6800 PG 887 PIN 1708805841 E. 108,507.85' 1 REID 0181610 O ac I 10' EXISTING CITY REID 0181607 ZONED-R1 BM 1989 PG 149IIHONEYCUTT CREEK TRAIL"ZONED-R1 b G-251 UTILITY EASEMENT USE. DAY CARE ---------___ DB 8723 PG 2419 REID 0181609 � I ZONED USE- SINGLE FAMILY PIN 1708804741 DB 15264 PG 1722 JW155 USE: SINGLE FAMILY I "HONEYCUTT TRAi BM 2000 PG 1337 ZONED -RI ISTI I 1 _ ` / I BM 2012 PG 533 USE: SINGLE FAMILY p� CH 71E IN 13' PINE I 1 DB 6963 PG 341 DB 8723 PG 2247 I - \ \ \ USE SINGLE FAMILY REID 0181621 I ICI /� // - ZONED-R4 10' AROUND EXISTING I BM 1989 PG 149 GRASS I I I / - USE HOME ASSOC. I ENCLOSURES CITY OF RALEIGH z I I I _ _ I 1 �/� _ /11 11\ i Sr.4TI ED �--�X -- DB 5969 PG 620 1 5' X 8' WATERLINE � I_ - I 1 p, _ / \ 11 I I- - - -I - _ �-------- i \� ORNAMENTAL �� EASEMENT 1 I / L - I I r t3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �/ I 44JJ%TREES UNDER 8' _ _ X � - 1 DB 15877 PG 428 I ----- — _ _ _ _ — _ I _ I ' _ --- + - - I- - - L/S ARE'+ 1 84J —�_ —�__ ----- __ _ GRASS _ 1.1_ s�T�RED _ — X �_ _ I - - - - - 7-- - - - _ - - I _ ORNAMENT 0 x _ X I x- _ /� _ x _-___ �_-_ �= X _6%41 `� t.� _ # II I 10' AR01 E� 1= � _ — — _ X �7/�— I� --UT=—EE0 �� RI I �� --- --- —FQ��= _-- --� _ GRASS • L� -�7-_ _ __-_- _ LA AREA Ijl� ��I • Ijl 1 �Ij i i HEDGE -UT-- _ a-" -- I D -07 r 'x =F ---- ��»� �� - -_FO =tom _�-� - -- _ _ - E - - - E - _ — — — L — _ _ f _ J cRAss I IIII III ��I I i I I r' 'm -, e—waz --------- -- - - _ _ UT--- �""'_-_-- r=� - =F�= _ ___ t - --- c911 II I �I I 9 W__ UT ---UT- - -- UTz - zu-I-=-_ - r=--F07.- I -_ �F,,��j FO--_FO- - - --(� I III I ill I ; it I I ' --- _-- W- -- /`-UT---Iy�' �-= z--- z�_= UT - _ 0-- EXISTING CP&L ------ L/SaREA I ql 311 i I \mod -QT � _ - _ Fes= _ - — �' _ I _ I I I AREA 3 - - VV-- -UTI::-- ===- ---- I-y - ____F_0___-FU _ 0-- �-Q .�==_ �i' ou---FQ ==p4' AD -�� --_ I il' III J;!I I I I I ## = W-� _yy- _ W= �2 - .L= _-----_-- =_ --_ - -FO-== - - __ = I I FO-- - -r� Ili Ili �"+��,`' III Ii1� i i-1_ t I I J - _-_ ---UI==:-_-U =------___--- _ --- __ -F'0 - - = --_ GRASS 1CFA17DCJND- E - _ III 11 I,, y i --- __ I (']Q �E ---W--=�L_--=�_--__`-==1-_'�=fit _PEA -F6= _- _ - =UB_=____=� I__ �`' # uu i/s-F�i>�Fo-_ �Ii L�� i;i Icy i'I I cRass fL— III - _ ✓/A� --- =_w-_- _ _ - -)L$=------ _-Z3S_SING - _ _ �59�9�'G- = F0 -___-__ ___ �f- E - � I,!-FOUT-- _® I - _W w ��-=-- L = _ ___�_ ---- _----------- ` " -FU-- :-- - /f/' N% _- t-A�m-- �`�'1•'m^'}w- - U _ �- _ - W--_ -=L �-j�z= - __-____ _ - =F ai/ \m �� Cr E -=F F0 TH t , - -= _ ��a-- �` G -- =SSD ==ssu = -ss I I —SS ---SS M " ��` " - - - _ -- -_ _- _ __ _ _____________ ___� -� W W W w -_- g--- _ _ _ = ur = %': /-Fo---Fo--_F I `, -F� - - 'f i'"I 1111-mo o— —do--- �- — u _—ss a�, 3 - VD I === -=1 _- _N -_— Imo - 1�-====-===-_II --- -- W ___w --_ W _ _ — _ _ _ _ _ _ _ _ .��o��- _ -_ _ _ _-- - - ---- -- ----- - - _ -__ __ _ - -_ `\ %\E -'a , �� - _� _ - LETGH - 5 PL o I c' KEEP RIGHT^# - c =_ _ -- T-PEl 6R - w w - - W W - - W - _-� W - ___- _�_=_=FiS� u\ V- E'� - / - _ -- -FO p- i --- ) --- C> 11 10 J$ PED. CROSSING I� 10 PIL =-- --- - -�N= - - W - w - _ W - W _ w - - U`_ EXISTING - _ 10' X 70' SIGHT # r °lI� I _ � ' --� _�, - -�__ _E_ - _ - c 10 - VD 10 - TG �� -�_- W- ,--- w-- -_W - _- ('j� _ W DISTANCE TRIANGLE I IIIII I I I z_ "-' 4' m __F -- -� aTYOFRALEIq! EASEMENT I Ili _ _ - - _ - EXISTING 10' X 70' SIG . - _ __ F 7; O - JS D RO�n /cQ I BM 1977 PG 672 I �II I I I 1 �- "I DISTANCE TRIANGLE EA EVENT I - . - - e . - --�-_- - _----_ _ - - - _ G - G - 10 -_MC ' W Rt829) � I _ - - - - - - - - - I i I � I 3 II y� BM 1977 PG 672 1 - - - - 9- - - - _ '0 Irw_`_ J- ---- - _ - 4` ---F - u - G - _10 - VD VARIABLE ►yDIFI R/Iy _ 10 - JS --- 10 TG I 1 III I I I I - - - - '••'-'' - - - • . - '----_- a___ _ _ / =-Fj __ _ G = G --- - - e I -- 0ill I I EX TING c,`' I T �- - =•;: - - �F- Fes - - 0-- G - G - 1O- MC 1O PL U I I I ::'••• - _�-_ �Fi -ten -11 VD N II I - --- — - — d CITY OF R LEIGH �::•: -� �r 1 _ G - /►' F e 1 - - F -G- I - - - - _ d I - _ I - - - SMITH MAR7H F. 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ZONED-R4 I u 1 I DB 3506 PG 638 I 1 I — I I 1 I _ I I I I — 1 BM 2000 PG 1337 I I 1 1 I OF RALEIGH d 1� I — — I _ 1 - I I 2 MG - I I - _ BM 1977 PG 672 - - d - - d - I _ 2 MG I 1 --- — _ I AND - I 1 , _ �j, 1 I I I PIN 1708800546 - 1 NS - I 1 _ I 1 1 � I I I I I I I I GREENWAY 1 NS E i I REID 0f01163__-----I I I �\ 1 I - ZONED-R4 --- PLACEMENT DIAGRAM ;:;. . - - \ I - 5 CITY RALEIGH iy- � I I V 4 JV \ / I USE SINGE FAMILY I UTILITY P ENT EASEMENT � I SEE OVERALL I R"� N 9 LANDSCAPE SHEET I \ I �s _ 1 � 2 1 N Z 3 w I Q 4 5 4 TY OF RALEIGH I � I I wDODS I I GREENWAY EASEMEN 1 —`i' I J I I �::```` 1 Nlr I 1 I DA VI ROBERT AND CLAUDIN I - w�s I I DB 2951 PG 913 I I I I BM 1977 PG 672 I PIN 1708800435 I .- // W I Z RED 0101160 I I I —�\ I _ \ ZONED R4 I USE SINGLE FAMILY I I AREA 3 It I wiooDs . \ I� \ I N \ o \ \ / \ I \ . I N .S el- \ E - O D I N \ _ \ \ I O 2 L \ ti Lf)►NooDs •. Q I I �. ':: \ U n u 9N /sir' 1 /' \`--- I / / / / / i I -7--- N l CONWAY, JERRY B TRUSTEE / I N� I ----- I II 10' EXISTING CITY OF RALEIGH GREENWAY EASEMENT 9 6917 FIG PG 599 1 I I G-251 N/� / PIN 17089PIG 20 / I N/� BLENKER, AMY M I I I GHAFFAR SHAHZAD ABDUL I "HONEYCUTT TRAIL" RISNER, MARCUS EMERSON REID 0181595 CHARLEY DUANE S DB 17457 PG 1116 1 �� DB 6963 PG 341 RISNER, CHERYL E / ZONED -RI / 1 DB R 6 21 MPG N077 I BM PIN 1706 FIG 20 1 I BM 1989 PG 1496 DB 100091 PG 2318 USE SINGLE FAMILY I NIP BM 1708 PG 20 FOSTER L. ANNETTE / /P BM 1708 PG 20 REID 0219033 �1 / N/F DB 09316 PG 1246 MOHRN JOHN C I PIN 1708906732 I ZONED -RI I I I'� 10' PIN 1708900709 MOHR LINDA C I REID 0181594 BENT TREE SOUTH I BM 1706 PG 20 / REID 0181598 ' USE: SINGE FAMILY II ZONED -RI / HOMEOWNERS ASSOCIATION, INC PIN 1708903708 DB 11336 PG 571 ZONED -RI I USE: SINGE FAMILY DB 6963 PG 341 REID 0181596 / BM 1708 PG 20 1 USE SINGE FAMILY I I / BM 1989 PG 1496 ZONED -RI PIN 1706904754 I1 CP&L OVERHEAD PIN 1706902694 USE: SINGE FAMILY RED 0181597 I I 1 I I 10' AROUND ENCLOSURES / RED 0181620 1 / ZONED -RI II HEDGE DB 5969 PG 620 ZONED-R4 USE SINGE FAMILY I I 1 I I USE HOME ASSOC / I. ��y� 9 I I 1 I AREA # # WOODS/ - o- - J L EASEMENT, ROW, AND / I I I I I ♦ LANDSCAPED SIDEWALK PLACEMENT ' N/r N� -I- - - - - - - - - - - - - - - AREA DIAGRAM, SEE - =� - a_ x _ BENT TREE SOUTH I II I GRASS • - - - - _ _ OVERALL LANDSCAPE I COMMUNITY ASSOCIATION, INC 1 POPE, TERRY M I _ =F r F0 j '� L� AAA - ND - - - SHEET s/LANDSICA� _ >E_- x I DB 6800 PG 887 DB 07324 PG 396 \�\ \ \ L/S A -' `+ #, = — — _FO — F SHRUBBERY BUSHES - - - - - - - - - - - - - AREA 1 BM 1995 PG 1287 BM 1708 PG 20 _ � - PIN 1706909504 PIN 1708909710 _ REID 0219058 I �\ Ft9�_-- _ -- GRASS -- E - - E _-- --y FO----------__ --o---x-�_ I REID 0219034 - -�� - - _ _ _ Fa - - - - - - _ _ _ _ - _ - - - t� - - - - - - - _ _ _ _ - - WDODS/ CP&L OVERHEAD - ZONED-R4 ZONED -RI -LLr _�______ =-F ---___ ' _ --- _ E - L/s a - ---Fp_-- --` -- _ _ _ _ _ D�� 10' AROUND ENCLOSURES �� USE HOME ASSOC BELLSOUTH USE SINGE FAMILY -��--- ------ ------ _-0__-=-F - -EQ-_ -- ----- atass .r�' -E _ FO---F ---� AREA DB 5969 PG 620 _ _ _ 0 _ _" RIGHT OF WAY �rr� --------------- - �___ - E - L-Fo--1-FO ----__ N: 780,5 303 �'F\ EASEMENT - w - _ _ �-__________ __ __ ________ _ __ - --_ _ __= FD-_--------- ------ I -FO- DB 4739 EN 605 __ l7T_ W= yV = LLT- _ _========�-� - - --------------_-- - - - - - - - - W--- yy-_ W- t1T_ U-T=== T=LIT= _ -=--7- --- ==t--____� -� - - =F _------- --- EDGE _ -FO- -F __ E 2,f09, 06, - - -r8W W -_- w— _ ur=�=U-T - -----=-====----==---0--=-F-0.- -------- -__ -_ E _ EDGE 0- FO E1EV. 03--- I I =E0 - _ _ _ - - _ # a- -1;4 kk_P�E `-- - - - _ tt1`= -- - -_ ------ w - W --- W --- W -- W --- _ = W - ttT=11T= _=11T-=- ==-======-=====--- �- -EQ -- =F�= - --- -c ---- ^ - /i r T_ 10 - PL -;� -- _ _ — w — w —W — — = = W- — w- �= w r=�= =__ ___===-�a-- _��--- —_- �- \�------�-I // �, 1' _ - I o CITY OF RALEIGH �- - - _ - - - _ _W- W _- w =ttfi_ IJ T_._ - � =_ _ _ _ _ _ _ =F--�-_ _ D = - = •l \ \ \j T �' C -1 L/$ k I - W - �� =�_�- _ -- E _ _ \ y, \\ AREA . 10 - TG 10 SIDEWALK EASEMENT - _- - - - - _ _ n- _ - _ _ E ! ` \ _ 10 - VD I - - - - - _ W - ` _ \ - \\ /\ -- a \ B ACCESS EASEMENT ` � - F�LT SMGNT DISTAN - - - - - - - - -VARIABLE WIDTH R - - � - _ � --- - - W � �- W aa- • �$ ;- �FO�-� - I now M�y.� � k BELLSOUTH -�_ _ _ \ - \ -w \\ -- _--�--- _ -1 - - - - �_ � 10_— PI 10 - TG OMIT 45 MPH 10 - MC I _ _ -&� _ - - N 10 - JS \ �u -0 ! / \� - \ \\� DB 7304 PG 567 - - i - * 10 PL - �� "�+ \\ \\ k I - _ o--p- w iiiiiiiiiiiiiiiiimii - o== _ 10 - JS 10 _ S. - 1 - MG vv d7�� ;< �'- \�\ \ - FO--_-FO- ! - - 3 CITY OF RALEIGH pp 1�S- - \ ��C :� �� \ \ \ �0 -FO � - 0= J 2 - QN UTILITY CEMENT EA R �\ \\ -� `- !\\\ �- \\ \\ � \ .; _ CL _ - SEMENT 10 MC mil_ \�- \ \ 15' SLOPE EASEMENT - _ --- F - = 10 _ TG T �F �E1GH 1 _ IV �� w� �$ \\ \�e0 A A \\\ \\� \ \� BM 1995 PG 1287 --- ----- - - --- - \� \`FIT � `\ � LA \ :. — --- \\ \ \\ ARE 1 NS - - \ \ w11w \ z F ' '.ram: •' -.;+.• — \ � \ r \ \ a \ �. w \ a \ :;: . \ c -11 \ \� \ \ .............. .......... .:.:..... : 1 NS 1 JV % \ \ \ \ \ • D /w G :.. 8 \ 0 1 JV \ _C ) N %,-\�, CK. \ \ — h WDDDs 3 N 2 MG a� \ \ 1 N \ 11 o \ \ \ 12 VD \ \ \ \ \ A \\ AREA \ \ o \ \\ \ \ O 3 QN a \ F i .. a >a. \ \ __ STY. \ \ P \ \ .. LA ENr ......... .. ......... .... _ \ s \ •...'.•.•................. .. 1 JV \ \ _ \ \ x \ _�/ .,., G r�.17�.1 G c :• •:•: . \ \ \ \ \ !� a \ arY of RALEIGII \ \ w �\ ..SS ` 1 N \ ::1 VC \ •�:�`'`��• SIDEWALK EASEMENT � .� \ ARF�I 4 I \ c \ GRASS \ \ e\ \ I \ \ \\LA :;r; ' \ \n I AREA \ \ a \ I \ \ Q \ \ t� I \ I �v \ .. ... O . . a \� . . . . . \ + \ \\\ .. .. . A 2' \ \ ...... ........•...., ................, ....... ....., ..... .........:;::: ............, ...............::............, ........•........, ............, .......,•...., ...............::............, ..... w •. . \ i 41 \ .. ... ....... ....... ..... ... ........ ... ... ........ ... ........ ... ... ........ ... ........ ... ... ........... ........ ... ... ...... ..... ... \ \ �\ i ........... . ., . ............................................•..............................•..............................•...., ............................., .......... \ \v i ..... . ...... ... .. ..... ... ... ........ ... ........ ... \ \\ \ fl \ i ... ........ ... ........ ... ............ ... ........ ... ............ ... ..... \ i 7n 20 TRANSITIONAL \ .� a , O \ �� . SEE DETAIL SHEET FOR GENERAL LANDSCAPE NOTES AND ADDn INFORWTION PLANT SCHEDULE Q A A CONT CAL SIZE Y B&B 1 1/2- 6' HE ILEX VOMITORIA JV 13 EASTERN RED CEDAR B&B 2.0- 6' HE JUNIPERUS VIRGINIANA MG 19 BRACKEN'S SOUTHERN MAGNOLIA B&B 3- 10' HE MAGNOLIA GRANDIFLORA 'BRACKENS BROWN BEAUTY NS 16 SOUR GUM B&B 1 1/2- 6' HE NYSSA SYLVA71CA PT 197 LOBLOLLY PINE SEEDLINGS 14' HE PNUS TAEDA OL 28 HIGHBEAM OVIERCUP OAK B&B 3' 10' HE QUERCUS LYRATA 'HIGHBEAM' ON 131 NUTTALL OAK B&B 3' 10' HE QUERCUS NUTTAWI QS 24 SHUMARD RED OAK B&B 3' 10' HE QUERCUS SHUMARDII QV 7 SOUTHERN LIVE OAK B&B 3- 10' HE QUERCUS WRGINIANA 7D 10 BALD CYPRESS B&B 3' 10' HE TAXODIUM DISIICHUM UA 39 ALLEE LACEBARK ELM B&B 3' 10' HE ULMUS PARVIFOLIA 'ALLEE' ZS 9 SAWLEAF ZELKOVA B&B 3- 10' HE ZELKOVA SERRATA 'VILLAGE GREW UNDERS QTY COMMON / BOTANICAL NAME CONT CAL SIZE 7ORY TREES AB 14 TRIDENT MAPLE CONTAINER 1 1/2- 6' HE ACER BUERGERIANUM IF 7 FOSTER NO. 2 HOLLY B&B 1 1/2- 6' HE ILEX X ATTENUATA 'FOSTER NO. 2' LF 43 SARA'S FAVORITE CRAPE MYRTLE CONTAINER 1 1/2- 6' HT. LAGERSTROEMIA FAURIEI 'SARA'S FAVORITE' SHRUBS QTY COMMON / BOTANICAL NAME CONT CAL SIZE CSA 50 CHRISTMAS CAMELLIA 18-24' 3 GAL 3' HE CAMELLIA SASANQUA IVS 8 SOUTHERN GENTLEMAN WINTERBERRY HOLLY CONTAINER ILEX VER71CILLATA SOUTHERN GENTLEMAN IVW 32 WINTER RED HOLLY CONTAINER ILEX K R71CILLATA WINTER RED JS 100 SEA GREEN JUNIPER CONTAINER JUNIPERUS X PR72ERIANA SEA GREEN MC f00 WAX MYRTLE CONTAINER 1 1/2- 4-5' HT MYRICA CERIFERA PL 90 LUYKENS LAUREL 18-24 PRUNUS LAUROCERASUS OTTO LUYKEN TG 50 BRONZE BEAUTY CLEYERA 18-24 TERNSTROEMIA GYMNANTHERA BRONZE BEAUTY VD 92 DAWD VIBURNUM CONTAINER 36- VIBURNUM DAWDII VINES Q TY COMMON BOTANICAL NAME / CONT CAL SIZE VCA 34 EVERGREEN CLEMATIS 18-24' CLEMA nS ARMANDII TREE PROTECTION FENCE SEE EROSION CONTROL PLANS MULCH � i i SEEDED LAWN i i ARTIFICIAL TURF IIFWAY 419 SOD W W W W •Y J• J• •Y GRAPHIC SYMBOLS SUPERSEDE WRITTEN QUANTITIES WHERE DISCREPANCIES OCCUR. LANDSCAPE CALCULATIONS [7ONL:D R•4 STREET TREES STRICKLAND ROAD AVENUE 4-LANE DIVIDED NONE REWIRED, NOT ALLOWED PER NCOOT STREET PROTECTIVE YARD STRICKLAND ROAD AVENUE 4-LANE DIVIDED = 1,450 LF FRONTAGE MINUS DRIVES & ICA)* STANDARD, *CAN REPLACE WITH TCA PER SECTION ZItB.2 TYPE 15' C2 4 SHADE TREES11OO L.F. 50% EVERGREEN 15 SHRUBS/100 LF - 36- HE MIN. AT INSTALL, EVERGREEN, CAN REPLACE WITH BERM PER 7.2.tD.4, CONTINUOUS ROW OF SHRUBS 5' O.C., NO SHRUBS IN CRZ PLANTINGS REQUIRED: PLAN7INGS PROVIDED: 58 SHADE TREES 29 EVERGREEN TREES, 29 SHADE TREES 218 SHRUBS 284 SHRUBS 7RAN97IONAL PROTECTIVE YARD - TYPE A2, ABUTTING A RESIDEN71AL USE* *UNLESS REPLACED BY ICA PER CODE SEC71ON Z2AB.2 STANDARD, REWIRED PER 100 LF 4 SHADE TREES, 4 UNDERS70RY AND 6.5' FENCE** 50% EVERGREEN TREES **UNLESS REPLACED BY A 6' GRADE CHANGE IN ACCORDANCE WITH Z2.4.5 OF THE CITY OF RALEIGH UDO, FENCE NOT REWIRED IN ICA WEST PROPERTY LINE =842 LF ICA PROVIDED FOR LENGTH OF BUFFER SOUTH PROPERTY LINE =1,736 LF (1,570 LF AVAILABLE; ICA PROVIDED) PLAN7INGS REWIRED:63 SHADE TREES, 63 UNDERS70RY TREES PLAN7INGS PROVIDED: TPY-1: 7 DC CANOPY, 1 NEW UNDERSTORY TPY-2: 10 EX. CANOPY 7PY-3: 7 EX CANOPY, 1 NEW UNDERS70RY TPY--4: 8 DC CANOPY TPY--5: 5 DC CANOPY, 3 NEW UNDERS7ORY TPY--6: 10 EX CANOPY TPY--7: 7 EX. CANOPY, 1 NEW UNDERSTORY TPY-8: 8 EX. CANOPY TPY-9: 11 EX. CANOPY TPY-10: 3 EX. CANOPY, 1 NEW CANOPY, 4 NEW UNDERS70RY 7PY-11: 6 EX CANOPY, 2 NEW UNDERSTORY TPY-12. 5 EX. CANOPY, 3 NEW UNDERSTORY 7PY-13: 4 EX. CANOPY, 4 NEW UNDERSTORY 7PY-14: 4 EX. CANOPY, 4 NEW UNDERSTORY TPY-15. 4 NEW CANOPY, 4 NEW UNDERS70RY 7PY-16 (70'): 1 EX CANOPY, 2 NEW CANOPY, 3 NEW UNDERS70RY TOTAL CANOPY PROVIDED: 103 TOTAL UNDERS7ORY PROVIDED: 30 NEW AND EXIS71NG FENCING PROVIDED EAST PROPERTY LINE ZONED 0X-4-CU, BUFFER NOT REWIRED VEHICULAR SURFACE AREA PLAN71NG REQUIREMENTS INTERIOR PARKING CALCULATIONS• 290 SPACES X 162 SF PARKING AREA = 46,980 SF/2,000 = 24 TREES REWIRED INTERIOR LANDSCAPE ISLANDS WITH TREES REWIRED: 29 (290110) INTERIOR LANDSCAPE ISLANDS 107H TREES PROVIDED: 42 PARKING WITH STREET FRONTAGE MUST BE SCREENED WITH TYPE C3 AT STREET 30 SHRUBS/100 LF. (TREE CONSERVATION AREA PROVIDED IN LIEU) CITY OF RALEIGH LIGHTING NOTE NOTE PROPOSED PARKLING LOT FIXTURES MUST MEET THE CLEARANCE REQUIREMENTS OF UDO SECTION 7.1.7.E 1. LIGHTING FIXTURES MUST BE LOCATED AT LEAST 20 FE_T FROM A TREE, MEASURED FROM THE POLE OF THE LIGHTING FIXTURE TO THE TRUNK OF THE TREE ACCORDING 70 SECTION 7.2 ZC.1.D OF THE CITY OF RALEIGH UDO, NO TREE MAY BE PLANTED WITHIN 15' OR WITHIN THE CRITICAL ROOT ZONE OF AN EXIS7NG TREE (CRZ=DBH X 1.259 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft ISO - co on- Z . mn Cyq I �� Ls� R;; uJ C �m w 20 q-,w o =moi.. ax,3, -66 �kwL-) v t v Q z O Of U Ix O z 2 CD w 9 w H 0 � O _ H � H w U 0 w w 0 H 0 11- ..t 2 U) co U U) w Q W m w W J z W z 0 O 2 rn a PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 J C) t� cn uj J I= in Y O O m J J H W m r W cc N V cn Z J = O0 J V cn V Q J m w p U. m r a r co PROJECT NO: DATE: 582633 1 DECEMBER 20, 2019 REVISIONS DATE I DESCRIPTION LANDSCAPE PLAN - AREA 3 & 4 CO6mO3 Q z� O Z H ofo> co 0 O w O> M 5 of U oLDco��= Z J Ofw J J of w H 0 ~�F-<w O - �icaw ofW U U U =) H W Z U LL w 2 ON EL Lu z cd n 0 0 m H � O = o Z z Jr v LL LL z = ooLL zd coi oa W w O U w mW LL oz N UQ F LL 0 o W Z Lu U J j ,P U a ❑ Z F 9 sa p w z W H 0 Z O 3 W J LLd rn a m 9 U LL W< 0 LOU Q' w LuZ_ iLLu U m W g U 2 J LL m-, m m w M 0 W 0 ? j z o 0 W Of 0 U U F It _ 0 Q zmuLLi m z 0 Z O W 3 za z c� �w 10 9E�' � w J= 0 Z 0 m LY agLa wa Lu LD LY w O W 0> Q of w w zo w z Z��Lrz� O CD Lcj u 0 a w U cn - 2 w = 0 U) O Z w O C9 U) www W J� w o ao ¢ L) LL LL N H O= Z U� a z�7_ mw b O H4�H44 w m 0o� z ��' Fa. 0, >> i w m W w W In mi > I Q? mJopZmmpWwUm d Z w O O LL a W Ln C:3m c9 OF W o� m: aF; zuu]]WnfWaa�>m U[CLLm om<a ;mLL ww W DZ< O c LL LL w d Ow w Q 0 N~ m F= U m 2 ? U O L Q Ci L �dp�dmOOvmi�m¢ U� W g JLLWzmo U O J a _j UU' c O H W O W 2 F w m z� U CCI J w w J U U F mw�m>fnzK=Oaa W ¢Oz0 0 WwLu Lai Z J LL ❑ OXF wLIL Z we ZLL( Lu wwaz0 cn LL „� a m 0 ¢ m a 00 U z :i... a::�.•.:. z W. Z - :i aiv L6:6ra7 d w Z <JL w w CITY OF RALEIGH cn STANDARD DETAIL "° :E .bz z a°-.z W > w 0 O7 REVISIONS DATE: 8/1/18 NOT TO SCALE STANDARD TREE PROTECTION DETAIL TPP-01 N T-S STANDARD CITY OF RALEIGH DETAILS OVERFLOW NOTES.• 1. INSTALL SILT FENCE PER STD. SILT NOTCH AND FOLD FENCE DETAIL FABRIC OVER 2. LOCATE REINFORCED OUTLET AT HORIZONTAL POST 7 LOW POINTS OF SILT FENCE BARRIER. UPSTREAM END OF 1 1/3 of PIPE STORM DRAIN DIAMETER MAINTENANCE NOTES: 1• REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND FILTER FABRIC (SEE SPECIFICATIONS III 70 REDUCE PRESSURE ON THE FENCE/OUTLET. TAKE FOR REQUIREMENTS) W CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT, REMOVE & REPLACE STOVE AS NECESSARY NOTES: 2. AS IT BECOMES CLOGGED WITH SEDIMENT. REMOVE ALL FENCING MATERIALS AND UNSTABLE 1. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED AFTER STOPPAGE OF WORK EACH SEDIMENT DEPOSITS AND BRING THE AREA 70 CRADE U U U DAY AS ILLUSTRATED. AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 157 WASHED STONE 2. ACCUMULATED SEDIMENT SHALL BE REMOVED AND PROPERLY DISPOSED OF AND THE FILTER ACROSS PIPE INLETTRENCH BOTTOM REGRADED AND COMPACTED IN ACCORDANCE w/ SPECIFICATIONS PRIOR TO CONTINUANCE OF LAYING PIPE. STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION ALT& MAINTENANCE NOTES: 1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND MAKE REPAIRS AS NEEDED. 2 REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS J. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. NOTES, 1. PLACE CONCRETE BLOCKS LENGTHWISE DN METAL POSTS THEIR SIDES IN A SINGLE ROW AROUND THE 9" MAINTENANCE NOTES: MAINTENANCE NOTES: TOP ELEV. OF STORMWATER w #57 WASHED STONE > 1. INSPECT CHECK PROTEC77ON WEEKLY AND AFTER " RAINFALL EVENT 1. INSPECT MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2-IN OR GREATER) 1 MAX AND REPAIR IMMEDIATELY. REMOVE SEDIMENT STRAW, LIMBS, OR RAINFALL AND REPAIR IMMEDIATELY AS NEEDED. OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. 2. iMMED1ATELY CORRECT ANY DAMAGE CAUSED BY SUBMERGED AND 2. ENSURE GOOD CONTACT WITH SOIL SURFACE IS ANCHOR MATTING IN 6 x6" EXIS71NG SLOPE DEPOS17ION ABOVE THE CHECK DAM AND FROM HIGH FLOWS AROUND MAINTAINED AND EROSION DOES NOT OCCUR TRENCH AT TOP OF SLOPE AND VARIES CLASS 1 THE EDGES. BENEATH MATTING. STAPLE AT 12-IN INTERVALS DESIGN OF SPILLWAYS r RIP RAP J. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO J. AREAS OF MATTING THAT ARE DAMAGED OR ALONG TOP OF SLOPE PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO WHERE NOT IN CLOSE CONTACT WITH THE SOIL DRAINAGE AREA MIN. WEIR LENGTH NOTES: DRAWTHROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS SHALL BE REPAIRED AND STAPLED. (ACRES) (� o HEIGHT AND WIDTH DETERMINED BY FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS 4. IF EROSION OCCURS DUE TO POORLY 2 8.0 SIDE VIEW EXISTING TOPOGRAPHY AND AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. CONTROLLED DAMAGE, THE PROBLEM SHALL BE 3 12.0' SEDIMENT STORAGE REQUIRED. FIXED AND THE ERODED AREAS PROTECTED. KEY RIP RAP INTO THE DAM 5. MONITOR AND REPAIR MATTING AS NECESSARY FOR STABILIZATION. UNTIL GROUND COVER IS ESTABLISHED. / / / EXISTING SLOPE NOTES. EXISTING SLOPE ° rn rn 1. SLOPE SURFACE SHALL BE SMOOTH PRIOR TO PLACEMENT OF MATTING TO ENSURE PROPER 2 2 2 SOIL CONTACT. 4 0 0 1 4' MIN. 1 1 4' MIN' 1 2. LIME, FERTILIZE, AND SEED PRIOR TO PLACING , :.M ` ``' : ` ' ' ' / / ,:...., •.:: ; ;. ' : / STAPLE OVERLAPS AT MAX. 5-FT SPACING MATTING. PLANT SHRUBS, TREES, ETC. ..: ,; �. .>^ e a `•r '.\+;•'�. `:�: •� • •4. s,Y;w a �.it. CLASS 1 RIP RAP FOLLOWING PLACEMENT OF MATTING. � ae;s• ...•bvi :: •yL• Y[':t•"• yY•,i•L ••+,•° ::•� °�: KEYED RIP RAP � KEYED RIP RAP 3. ON SLOPES FLATTER THAN 4. 1, ROLLS MAY BE 1 o ,�=,�• 7f.t •v w; PLACED IN HORIZONTAL STRIPS. !Y•" r.• y,. 4. DO NOT STRETCH MATTING TIGHT. ALLOW ROLLS 57 WASHED STONE CLASS 1 RIP RAP TO CONFORM TO ANY IRREGULARITIES. EXTEND MATTING TO 2-FT PAST 5. INSTALL STAPLES IN PATTERNS AS TOE OF SLOPE TURN-UNDER RECOMMENDED BY MATTING MANUFACTURER. END OF MATTING AND STAPLE UPSTREAM VIEW DOWNSTREAM VIEW AT 12-IN INTERVALS TEMPORARY CHECK DAM WITH WEIR N.T.S SLOPE PROTECTION MATTING N.T.S w w z 5 z W W F_ �X( m QLu Lu �U ED Lu p w m i Lu c� a U W N ❑ Lu a- W W zwa g2 EL z z a � W Z p[ 3 O z ~ w Lu O Z rr o (L❑ W w rY CO 03 zw z rL J a }U C. = U Zbz a) It LL U W m p pW a w U LL C. � Z C � 0�m Z � g W 0: W-4 U U Zzm w ,ELL 5; Fn W Lu w Z >Cn- ui Lu C7 ~ m z= J IL 920 = a W w 0 C) ZMZ C7 = Q z m uai Z � Q o � o o CD d Lu Z a Lu wz J H O Lu Z L Z w Z v w p Lu a w J v�i a00 Z Lu 0 m Oa, Z Lu Lu z N QQ Q STANDARD CITY OF RALEIGH DETAILS STEEL FENCE POST (TYP.) --� ADJACENT BLOCKS ABUTTING. THE HEIGHT O THE BLOCKS SHALL BE 12'. j•�I L� GALVANIZED HARDWIRE :a�••�� MESH OR HARDWARE CLOTH SHALL BE -�F KIRE EXTENDS TO TOP• • q, OUTSIDE•(NEBBING) SUPPORT WITH OF THE BLOCK-S TO PREVENT 157 WASHED STONE SHALL BE PILED AGAINST il••••� : : ►••••�J. #57 WASHED STONE i • • • • • • • • • • • • • • • �'•OF 5. PLACE I'x4' BOARDS THROUGH THE HOLES CORNER BLOCKS. • CONCRETE OVERFLOW 141RE SCREEN LADENSEDIMENT 0%0.a ram` RUNOFF i 0 0 '.'• •.,: .:?;:::.'•::::ate: • SLOPE,CATCH BASIN AND -. INLET PROTECT10N REINFORCED SILT FENCE OUTLET SET TOP OF COVER 4" MIN. BELOW FFE CAST IRON FRAME & GRATE EJIW #V-5620 OR APPROVED EQUAL IN TURF, CAST IRON SOLID COVER IN PAVEMENT, #V-6720 OR EQUAL 4" 1 1 18" SQUARE �I �r N POST (TYP) #57 WASHED STONE /SEE SECTION VIEW l O� V� 4O0 0 O� t6 W i� o a 0 } Lu GE NOTCH AND FOLD FED FABRIC OVER STEEL POST u w k= 5\ HORIZONTAL POST ui� U 33 m W z w w a s W o WOVEN WIRE FABRIC o w a iq = ~ z 0 z a �O HORIZONTAL POST g mp ' w z o z w a0 w ;;, SILT FENCE FABRIC o o a a 3 Z Z o z U z LL a U, W w? 2 ♦� FLOW DIRECTION W E = o o o a m m J �^ ro 12" #57 WASHED STONE LL w LuLL Lu m Z m Lu co Z J 3o O Lu_ CLASS 'B' RIP RAP (TYP) F= a k w LL O a:a z In,Z V W Z Z LL Z j j U Q Lou Z L= U LuLL Q w w S p O� www a x w L w Q " m ~ J "sr F ,=m a co m m N 0 LL w w w W o LL w a 0 U H a - U 2WLL Q U a � U a ww a yW J 0 Z LL 5 >-m _ zymz > aLLLL a a LL� LLIwU POST a o z R N F W 9 STD SILT FENCE SECTION co m - U W 0 NTcwi mao3 =oy POST (TYP) LuU :3W m W W J F Z Z w> p m U m S a o mW (7pZ�QJwp� Jm 10, w o Z 2 o Q w 0 _o w a g 3 z m N m 2 Z C'J Z o V w~ U w U w w z W m� W Z F a p a m O O m, Z z w W m w W o W y ~wa U a g w ELEVATION o0 0 D w= w Z 2 W w m> m Z w 2 O a a= m m U.z 0 00 O� O 00 W w W LL' z U Q= Z co � Z J 2 LL w J a m p ❑ p w a O IxNF_�aU)o°aa�aLLawia0 NOTES: Z ci cia 6c6is6 6o 1. INSTALL SILT FENCE PER SID. SILT FENCE DETAIL ISOMETRIC CITY OF RALEIGH 2. LOCATE REINFORCED OUTLET AT STANDARD DETAIL LOW POINTS OF SILT FENCE BARRIER. MAINTENANCE NOTES: 1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN REVISIONS DATE-811118 NOT TO SCALE STANDARD TEMPORARY (SEDIMENT/SILT) I TREE AND TO REDUCE PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING PROTECTION FENCE CLEANOUT, REMOVE & REPLACE STOVE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA 70 GRADE AND TPP-08 2. STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. NT-& TEMPORARY REINFORCED SILT FENCE J-HOOK INSTALLATION N-T-s SEEDBED PREPARATION STEEL POST 1. CHISEL ALL CUT GRADED OR COMPACTED AREAS TO A MINIMUM DEPTH OF 8" 2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8 INCHES, MIX AND AMEND WITH 3 INCHES OF IMPORTED TOPSOIL. REFER TO SPECIFICATIONS FOR TOPSOIL WOVEN WIRE FABRIC REQUIREMENTS. HORIZONTAL POST 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SILT FENCE FABRIC SURFACE REASONABLY SMOOTH AND UNIFORM. CONSTRUCTION EQUIPMENT & FLOW DIRECTION TRAFFIC SHALL BE REMOVED PRIOR TO SEEDING. 12" 1157 WASHED STONE 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFORMLY CLASS 'B' RIP RAP (TYP) AS PER SPECIFICATIONS AND MIX WELL WITH SOIL. 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED TO A 6 INCHES DEPTH. 6. SEED AT RATE SPECIFIED. ACHIEVE AND MAINTAIN MINIMUM 957. COVERAGE PRIOR TO FINAL ACCEPTANCE, AS DETERMINED ON A PER SQUARE YARD SAMPLE BASIS. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN THOROUGH STD SILT FENCE SECTION WATERING OF GRASSED AREAS IMMEDIATELY UPON INSTALLATION. DO NOT POST ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY. POST (TYP) 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% 10' DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RA TES. 9. REFER TO WRITTEN SPECIFICATIONS FOR WARRANTY AND MAINTENANCE OF LAWNS PRIOR TO OWNER'S FINAL ACCEPTANCE. 10. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE DRAWINGS, o O oho o THE WRITTEN SPECIFICATIONS SHALL PREVAIL. o � O o oDo o LIME & FERTILIZATION SCHEDULE ELEVATION APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM 2 TONS/ACRE GROUND AGRICULTURAL LIMESTONE (3 TONS/ACRE IN CLAY SOILS) AND A MINIMUM 500 LB/ACRE 10-10-10 FERTILIZER, AS NEEDED TO ESTABLISH 95% COVERAGE (AS DETERMINED ON A PER SQUARE YARD BASIS) PRIOR TO SUBSTANTIAL COMPLETION. CONTRACTOR TO SUBMIT A COPY OF ALL SOIL REPORTS TO OWNER UPON RECEIPT. N T& SURFACE STABILIZATION REQUIREMENTS PERMANENT OR TEMPORARY GROUND COVER SHALL BE PROVIDED OVER ALL DISTURBED AREAS OF THE SITE AS SOON AS POSSIBLE, HOWEVER, NO LATER 21 DAYS AFTER CONSTRUCTION ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED DURING ANY PHASE OF WORK. TEMPORARY OR PERMANENT GROUND COVER SHALL BE PROVIDED ON ALL SLOPES WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS AFTER CONSTRUCTION ACTIVITIES PERMANENTLY OR TEMPORARILY CEASED. USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF CHANNELS APPLY 4000 LB/ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES AND CLOG DRAINAGE DEVICES FINE GRADE AROUND COVER TO PREVENT MULCH FROM ENTERING BASIN FINISHED GRADE PRE -CAST CONCRETE DROP INLET • d CONDENSATE J 'a DRAIN PIPE 16" PVC d • c 1.`� MIN. TROOF DRAIN SYSTEM CONDENSATE RELIEF BASIN N.T.S TEMPORARY SEEDING SCHEDULE DATE TYPE PLANTING RATE AUG 15 - APR 15 3-WAY TALL FESCUE BLEND AND 240 LBS/ACRE WINTER RYE (GRAIN) 25 LBS/ACRE APR 15 - AUG 15 3-WAY TALL FESCUE BLEND AND 240 LBS/ACRE GERMAN MILLET *** 25 LBS/ACRE (SMALL -STEMMED VAR.) *** CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. SEEDING NOTES AND RATES MAINTENANCE NOTES: 1. INSPECT THE SLOPE DRAIN AND SUPPOR71NG DIVERSIONS AFTER EVERY RAINFALL AND MAKE NECESSARY REPAIRS PROMPTLY. 2. CLEAR ACCUMULATED SEDIMENT FROM THE PIPE ENTRANCES AND OUTLET. A CORRUGATED HOPE SMOOTH INTERIOR PIPE r. r. ' � •N t7E9�t:�i�' TEMPORARY OUTLET PROTECTION SEE EROSION CONTROL PLANS MAXIMUM DRAINAGE AREA PER PIPE (AC) PIPE DIAMETER (IN) PLAN 0.5 12 TOP OF HAND- 0.75 15 COMPACTED 1.0 18 FILL (ISLAND) 4' >1.0 AS DESIGNED DIKE MIA ANCHOR TO �-- STAKES----7 . r 7/> 7/>7/>7/> CORRUGATED HOPE SMOOTH INTERIOR / \ INLET PIPE TEMPORARY OUTLET , \ PR07EC71ON SEE EROSION 19 CONTROL PLANS o- '�, SECTION A -A m Y LL_CL � WZti �W � Opt 77 / ��-� \. •.�Y TEE 4' •% zv_v_ m A m 1 -L ov_ m �o INLET CONSTRUCTION NOTES.• 00 I'll 1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS SHOWN ON THE PLANS 4" MIN 2. SLIGHTLY SLOPE THE SEC77ON OF PIPE UNDER THE DIKE TOWARDS ITS LEVEL SECTI N OUTLET. TEMPORARY SLOPE DRAIN SCHEDULE J. HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SEC71ON IN LIFTS NOT TO EXCEED 6-IN. 4. ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS MINIMUM DIMENSIONS OF 1.5 FT DEPTH, 4 FT TOP WIDTH AND 3:1 SIDE SLOPES. 5. ENSURE THE SETTLED, COMPACTED DIKE RIDGE IS NO LESS THAN 1-FT ABOVE THE PIPE AT ALL LOCATIONS 6. ENSURE ALL PIPE CONNEC71ONS ARE WATER -TIGHT. Z ENSURE THAT ALL FILL MATERIAL IS WELL COMPACTED. SECURELY FASTEN THE EXPOSED SEC71ON OF THE DRAIN WITH GROMMETS OR STAKES SPACED NO MORE THAN 10-FT APART. & EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE AND ADEQUATELY PROTECT THE OUTLET FROM EROSION. 9. IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION. TEMPORARY SLOPE DRAIN N.T.S PERMANENT SEEDING SCHEDULE- LAWN AREAS LAWN AREAS AND ALL DISTURBED AREAS DATE TYPE PLANTING RATE APR 15- JULY 15** HULLED SUNSTAR BERMUDA 85 LBS/ACRE* JULY 15- AUG 15 SUNSTAR BERMUDA SPRIGS (WATERING AT CONTRACTORS EXPENSE) AUG 15 - APR 15 TEMPORARY SEEDING APPLIES** 5 BUSHELS/1,000 SF * OR AS REQUIRED TO ACHIEVE 95% COVERAGE AS DETERMINED ON A PER SQUARE YARD BASIS PRIOR TO SUBSTANTIAL COMPLETION. ** WHEN SEEDING MUST TAKE PLACE OUT -OF -SEASON FOR PERMANENT GRASS, APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL COST TO OWNER. LAWN MAINTENANCE SEE SPEC SECTION 329000 FOR LAWN MAINTENANCE REQUIREMENTS. LAWN MUST BE AT 95% COVERAGE AT SUBSTANTIAL COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 95i1 SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING SEASON. NO MOW SEEDING / UPLAND SEED MIX DATE TYPE PLANTING RATE APR 15 -JULY 30 NATIVE UPLAND WILDLIFE FORAGE & COVER MEADOW 35-40 LBS/ACRE OR (OR AS RECOMMENDED MIX (BELOW) BY ERNST SEED CO. (1-800-873-3321) PER MANUFACTURER'S BY MANUFACTURER) OR APPROVED EQUAL REQUIREMENTS FOR 90X COVERAGE 20.00% Elymus viginicus VIRGINIA WILD RYE 20.00% Schizochyrium scoparium LITTLE BLUESTEM 10.00X Panicum virgotum SWITCHGRASS, 'SHELTER' 10.00% Sorghostrum nutons INDIANGRASS 10.00X Tripsocum doctyloides EASTERN GAMMA GRASS 5.00% Coreopsis tinctoria PLAINS COREOPSIS 5.00% Panicum amorum COASTAL PANIC GRASS, 'ATLANTIC' 5.00X Poo polustris FOWL BLUEGRASS 4.00% Andropogon gerardii BIG BLUESTEM 4.00X Chomoecristo fasciculato PARTRIDGE PEA 3.00% Rudbeckia hirto BLACK EYED SUSAN 2.00X Desmodium canadense SHOWY TRICK TREFOIL 2.00X Heliopsis helionthoides OX EYE SUNFLOWER JULY 31-APR 14 SEE TEMPORARY SEEDING SCHEDULE, THIS SHEET SEE SPECIFICATIONS REGARDING EROSION CONTROL MATTING FOR SLOPES NOTE: NO MOW SEED MIXES TO GENERALLY CORRESPOND WITH CREST OR TOE OF SLOPES; REFER TO GRADING PLAN. LANDSCAPE CONTRACTOR SHALL STAKE OR PAINT EXTENTS OF NO MOW SEED MIX FOR ON -SITE VERIFICATION BY LANDSCAPE ARCHITECT PRIOR TO SEEDING ACTIVITIES. co z, one Z w V ACbm to � q;5;; C) LN 1113 ,yC w Qy Lp� 0 -+ _ja iA-m' -.q U.rLnU. . PROGRESS PRINT NOT FOR CONSTRUCTION V, Q Z J Of U 2 N�N 1..1� O Z 2 C� Lu 9 L0 w O � U rn ~ w O U O H CD U) co _ H � 0 W Lu W Z ZO 01 rn a � ASR REVIEW #4 J C) uj J in 1114,0) m r CO N cn Z J = O 0 cn J m� a Z �a Z J V 0 Lu W to a� r co PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIUSITE DETAILS C07mOl WOODEN STAKE WITH WATTLE - ANCHORED TO THE TOP FILTER FABRIC OR DITCH LINER 16" DIAMETER STRAW FILLED WATTLE -DITCHLINE PROFILE VIEW -16" DIAMETER STRAW FILLED WATTLE WOODEN STAKE FASTENED TO WOODEN STAKE BY NAIL OR STAPLE DITCHLINE FILTER FABRIC OR DITCH LINER FLOW 6" COVER 8" FABRIC STAPLE I 18" 18" NOTES. 1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL. 2. SPACING FOR WATTLES SHALL BE AS SHOWN ON EROSION CONTROL PLAN. J. STAKE IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. THE SOCK SHALL BE PRODUCED FROM A 5 MIL THICK CONTINUOUS POLYPROPYLENE, WOVEN INTO A TUBULAR MESH NETTING MATERIAL, WITH OPENINGS IN THE KNITTED MESH OF 1/8-TO 3/8" OPENINGS 5. HARDWOOD 2"x2" STAKES SHALL BE DRIVEN THROUGH CENTER OF COMPOST SOCK AT 4' O.C. MAXIMUM SPACING ANGLED UP SLOPE. MAINTENANCE NOTES. 1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). 2. REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. 3. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE 4. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. 5. THE COMPOST SOCK SHALL BE INSPECTED UN71L LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED. TEMPORARY WATTLE N.T.S L A o OOco q TYPE STONE o Goo 0 0 - 0000° o°�o�oo0 G 0 °8o°Og°° o-� 0 0 °6p oo0¢ o Do Wt o O� $o°,° oo '.9( p -moo } Do �OOo V o' o�F- °0 00�0 0 0 <.;•;:. 008 000 Do=OUTLET PIPE DIAMETER 00c0 ° 0 0 PLAN SECTION A -A (AMOCO 2006 (OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL) OR EQUIVALENT)FILTER BLANKET L TYPE STONE B 000' goa B 000 �j�oo cp O o g + D w °80�Og°o°o 090�.p° �O� ° D t `�00 �0 O°p° ""iE O o`er_ o'g SECTION B-B FILTER BLANKET 00 0 8 5z?;.''P �_$O� 3N (AMOCO 2006 ° OR EQUIVALENT `b oo ; do� oo ) Do=OUTLET PIPE DIAMETER OO PLAN (OUTLET TO WELL DEFINED CHANNEL) MAINTENANCE NOTES, 1. RIP RAP OUTLET STRUCTURES TO BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL EVENT. 2. REPAIRS ARE TO BE MADE IMMEDIATELY. OUTLET PROTECTION FILTERED WATER NOTES.- 1. TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE FLUSH WITH NATURAL GRADE OF THE RECEIVING CHANNEL. 2. VEGETATE ALL DISTURBED AREAS WITH VEGETATION IMMEDIATELY AFTER INSTALLATION. 3. SEE EROSION CONTROL PLAN FOR APRON DIMENSIONS SEDIMENT SEWIV-IN FILTER BAG SPOUT DEWATERING PUMP f DISCHARGE HOSE = o T1E-DOWN PLAN STRAP SEDIMENT FILTER BAG DEWATERING FLOW HOSE 4-IN STRAW UNDERLAY FOR INCREASED DRAINAGE OR ELEVATION TRENCH 1O EXCAVATION N. T S PL LII 10' MIN. 6' MIN. 'VG �'yl y.- 0�,,�n L7torm(�d1�.ms.1 3 P N ---------------------------------- IF w r, 4 o �qpp ------------------------ -------------------------- vc 099 4ANR� 1 �1 BLACK LEiTERS 4" II CONCRETE HEIGHT WASHOUT I I PLYWOOD 36 xl8" I I I I PAINTED WHITE 4 x4" TREATED WOOD POSTS II II II II SIGN DETAIL II II u u NOTES. 1. LOCATE WASH -OUT AREA IN LOCATIONS SHOWN ON C4.1 AND AT LEAST 50' FROM OPEN WATERS AND DRAINAGE INLETS. 2. LINE WASH OUT PIT WITH LINER OF 8-MIL LAMINATED PLASTIC GEOTEXTiLE FABRIC ANCHOR PLASTIC LINING PLASTIC (DURA-SKRIM 8BW OR APPROVED EQUAL). WITH 157 STONE LINING PLAN VIEW 3. PROPERLY DISPOSE OF DRIED CONCRETE AND RESTORE AREA TO FINAL GRADES AND ANCHOR PLASTIC LINING SURFACES AT COMPLETION OF CONSTRUCTION. K17H 157 STONE BERM (24' WIDE x 12' TALL) MAINTENANCE NOTES. 1� 2" 2i 4" i �� S�-OP 1. INSPECT AREA REGULARLY AND MAKE REPAIRS PROMPTLY. ��I 2. ENSURE CONCRETE IS BEING CAPTURED AND LINER REMAINS ANCHORED. 3. REMOVE DRIED CONCRETE AND RESTORE PIT BEFORE CAPACITY IS EXCEEDED. 4. REPLACE OR PATCH IMPERVIOUS LINER THAT BECOMES DAMAGED. RE -ANCHOR LINER AS SECTION A -A NEEDED. CONCRETE WASHOUT AREA N.T.S STEEP CUT OR FILL SLOPE _ 4 UPSLOPE TOE SIDE SLOPES 2: 1(MAX.) MIN. 18" 2:1 SLOPE(MAX) CROSS SECTION POSITIVE GRADE 1.0% MAX. Z N \ \ \ \\ \ \ \ \\ \\ \\\\ \ \\ \ \\\ \ \ \ \ \ \ \ \ \ \ \\ PLAN VIEW STEEP CUT OR FILL SLOPE CONSTRUCTION SPECIFICATIONS 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND 07HER OBJECTIONABLE MATERIALS. 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN 8'-O" MIN. WIDTH REQUIREMENTS. TEMPORARY 2 J. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE ' LINER DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT. 2'-0" MIN. 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. 6. APPLY SOLID PLASTIC (BLACK, 20 MIL) LINING ON SURFACE OF DIVERSION DITCH TEMP. PLASTIC LINING ON ANY SLOPES GREATER THAN 10% ENTERING BASINS/PONDS. NTS TEMPORARY DIVERSION DITCH CHANNEL SCHEDULE BOTTOM SIDE SLOPE CHANNEL CHANNEL PERM. TEMP. MIN. WIDTH STONE DEPTH CHANNEL WIDTH (FT) (H: V) GRADE LENGTH LINING LINING OF LINING (FT) (IN) i :0 TOP OF EMBANKMENT DIVERSION DITCH SCHEDULE SET TOP OF POST AT 6-IN ABOVE CREST OF SPILLWAY AND AT LEAST 2-IN BELOW TOP OF EMBANKMENT DRAPE COIR FIBER BAFFLE 1-3/8" WIDE STEEL FABRIC OVER POST AND TENSION WIRE STRAND POSTS (1.25-LB/LF) AND SECURE WITH PLASTIC WITH 14-SQ.IN. ZIP TIES AT POSTS AND ANCHOR PLATE WIRE AT 12" 0. C. 12" DEEP WIRE STAPLES SPACED 1 <lAvIT AT 12" N BAFFLE SECTION MAINTENANCE NOTES., 1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL 2. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR DIVERSION DITCH. J. INSPECT AND MAKE TIMELY REPAIRS AS NEEDED. N.T.S. 6� IN 0 of sPILL eRFFFI AY BEST DRIVE POSTS 24-IN MIN. INTO FLOOR OF BASIN. LAP FABRIC ONTO FLOOR AND SIDE SLOPES OF BASIN AND SECURE WITH 11-GAUGE (12-IN DEEP) LANDSCAPING STAPLES. BAFFLE FABRIC: 100% COCONUT FIBER (COIR) TWINE, HIGH -STRENGTH WOVEN MESH WITH THE FOLLOWING PROPERTIES. THICKNESS: 0.30 IN. MIN. TENSILE STRENGTH (WET): 900 x 680 LB/FT MIN. ELONGATION (WET). 69% x 34% MAX. FLOW VELOCITY: 10-12 FT/SEC 4' WEIGHT 20-oz/SY MIN. eE hMAX WIDTH: 6.5-FT MIN. Po.S�SN OPEN AREA: 50% MAX. Z MIN. 9-GAUGE HIGH TENSION WIRE STRAND. SECURE TO EACH POST. 4 EXTEND WIRE STRAND TO BASIN SWALL I DE SECURE WITH POSND T. BAFFLE INSTALLATION TEMPORARY BASIN BAFFLES NOTES: 1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. CONTRACTOR SHALL MAINTAIN AS NECESSARY. 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. 5. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED. 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTiL SITE IS STABILIZED. 100' MIN. O ° ° c o ° 25' OR WIDTH OF ° 2"-3" MIN. ° ° ° ° ° PROPOSED STREET EXISTING COARSE AGGREGATE ° 0OR DRIVEWAY, ROADWAY (CLASS 'A' RIP RAP) o o WHICHEVER IS ° ° GREATER. 0 0 0 O ° 0 0 0 0 0 o 0 0 co 0 0 0 0 .0: ° ° °0 o 0 0 PLAN EXISTING ROADWAY 6" MIN. NEW CONSTRUCTION 25' MIN. 0 MIN. o°o ..,Nv GEO-TEXTILE FABRIC CROSS SECTION MAINTENANCE NOTES. 1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE 2. MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. 3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS TEMPORARY CONSTRUCTION ENTRANCEAXI T (NCDEQ) / ANCHOR / NETTING 3.5 STAPLES SY USING 6-, 11 GAUGE IN A 6 DEEP TRENCH\ 3.8 STAPLES SY USING 6-, 11 GAUGE / / WIRE "U" STAPLES USE 8" STAPLES WIRE "U" STAPLES USE 8" STAPLES I FOR LOOSE SOILS. 9 GAUGE STAPLES OR FOR LOOSE SOILS. 9 GAUGE STAPLES OR HEAVIER IN HARD OR ROCKY SOILS. HEAVIER IN HARD OR ROCKY SOILS. 1 \ N / - / v TEMPORARY LINER X X X 20" X X X X X X 10" X X X X 20" X X X 6.5' 6.5' ( STRAW MAT STAPLE PATTERN SYNTHETIC MAT STAPLE PATTERN NOTES: NTS NTS 1. SEE SPECIFICATIONS FOR TEMP. LINING, RIPRAP CHANNEL LINER AND FILTER FABRIC REQUIREMENTS. 2. RIPRAP CHANNELS SHALL BE OVER -EXCAVATED MIN. WIDTH OF TEMP. LINER RIPRAP TO BE PLACED FLUSH WITH PROPOSED CHANNEL GRADE. z 3. PREPARE SOIL BEFORE INSTALLING MATS OR NETS, MIN. WIDTH OF RIPRAP INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. LINER �z DEPTH �Z BOTTOM WIDTH 4. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE NET OR MAT IN A 6" DEEP TRENCH. BACKFILL GRASS -LINED CHANNEL AND COMPACT THE TRENCH AFTER STAPLING. 5. ROLL CENTER MAT OR NET IN DIRECTION OF WATER FILTER BOTTOM WIDTH RIPRAP NTS LINING FLOW ON BOTTOM OF CHANNEL. FABRIC 6. PLACE MAT OR NET END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE DOUBLE ROW OF RIP RAP -LINED CHANNEL STAGGERED STAPLES 4" APART TO SECURE. NTS 7. FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE SLOPES SHALL BE ANCHORED IN 6" DEEP TRENCH MAINTENANCE. AFTER STAPLING. 1. GRASSED -LINED CHANNELS TO BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL EVENT, 8. MATS OR NETS SHALL BE OVERLAPPED 4" OVER DURING THE ESTABLISHMENT AND AFTER THE ESTABLISHMENT PERIOD. THE CENTER BLANKET AND STAPLED. 2. REPAIRS ARE TO BE MADE IMMEDIATELY. 9. THE TERMINAL END OF THE MAT OR NET MUST BE 3. REMOVE SEDIMENT ACCUMULATIONS TO MAINTAIN DESIGNED CARRYING ANCHORED IN A 6" DEEP TRENCH. BACKFILL AND CAPACITY. COMPACT THE TRENCH AFTER STAPLING. 4. GRASS TO BE HEALTHY AND IN VIGOROUS CONDITIONS AT ALL TIMES. CHANNEL SECTIONS N T& 5' MIN. CONSTRUCTION NOTES, TOP OF EMBANKMENT EL = D 1. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS INDICATED. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE EMERGENCY SPILLWAY ALL SURFACE SOILS CONTAINING HIGH AMOUTS OF ORGANIC MATTER. EMER. SPILLWAY CREST EL = C 2. PLACE OUTLET BARREL ON A FIRM, SMOOTH FOUNDATION OF IMERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND PIPE. j� PLACE FILL MAERIAL AROUND PIPE IN 4-IN LAYERS AND COMPACT IT UNDER AND AROUND L THE PIPE TO AT LEAST 90% OF THE STANDARD PROCTOR DENSITY. CARE SHALL BE TAKEN TO ROPE FOR ACCESS TO s UNE EMERGENCY SPILLWAY WITH 2 NOT RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION. SKIMMER FOR MAINTENANCE LAMINATED PLASTIC OR IMPERMEABLE t ` GE07EX71LE FABRIC. SEE NOTE 5. J. ASSEMBLE THE SKIMMER IN ACCORDANCE K17H THE MANUFACTURER'S INSTRUCTIONS. ATTACH _ -- SEED & MULCH SKIMMER TO BARREL PIPE WITH FLEXIBLE JOINT AND POSITION THE SKIMMER OVER THE - - - - - - - - - - - - - - - EMBANKMENT EXCAVATED PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. COMPACTED 4. EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS, SELECT FILL 7 6'Lx2'Wx12"D VEGETATION, ROCKS & OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE PLACING FILL. PLACE FILL IN 6-8 INCH LOOSE LIFTS COMPACT TO AT LEAST 90% OF THE STANDARD CLASS A STONE %/ PROCTOR DENSITY. 5. LINE THE ENTIRE EMERGENCY SPILLWAY K17H LAMINATED PLASTIC OR IMPERMEABLE GEOTEXIILE TEMPORARY OUTLET PIPE PVC (SCH. 40) ® 1.0% SLOPE DIA: E FABRIC FABRIC SHALL BE WIDE ENOUGH TO COVER THE BOTTOM AND SIDES OF THE EXCAVATE 18" DEEP PIT BELOW SKIMMER AND PROVIDE 8x24 x18" 157 WASHED STONE PAD TO KEEP SKIMMER FROM SETTLING IN MUD t EMER. SPILLWAY CREST --------- LINE EMERGENCY SPILLWAY WITH LAMINATED PLASTIC OR IMPERMEABLE G GEOIEX77LE FABRIC. SEE NOTE 5. EMERGENCY SPILLWAY SECTION NTS BASIN SECTION NTS BASIN NUMBER A (FT) B (FT) C (FT) D (FT) E (IN) F (IN) G (FT) PIT ELEV BASIN BOTTOM EMERG. SPILLWAY EMBANK. TOP OUTLET PIPE DIA. SKIMMER SIZE ORIFICE DIA. SPILLWAY AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES SHALL BE SECURED WITH 8-IN STAPLES OR PINS THE FABRIC SHALL BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC SHALL BE ONE POECE, NOT JOINED OR SPLICED. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTIONS SHALL OVERLAP THE LOWER SECTIONS SO WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. 6. INSTALL BAFFELS ACROSS BOTTOM OF BASIN. MAINTENANCE NOTES. 1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER. REPAIR BAFFELS IF THEY ARE DAMAGED. 2 PULL SKIMMER TO SIDE OF BASIN WITH ROPE AND INSPECT REGULARLY. KEEP SKIMMER HEAD, ORIFICE AND PIPE FREE OF DEBRIS REMOVE SEDIMENT FROM BENEATH SKIMMER AND ENUSRE VEGETATION DOES NOT INTERFERE WITH SKIMMER OPERATION. 3. CHECK FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. PERCENTAGE OF BASIN SURFACE AREA BAFFLE EARTH (�) EMBANKMENT BAFFLE PLACEMENT N. T S LINE SLOPES WHERE DIVERSION DITCH OR OTHER CONCENTRATED FLOW DISCHARGES INTO BASIN WITH WOVEN UV PROTECTED IMPERMEABLE 10-MIL THICK MIN. GE07EX71LE FABRIC (10-FT MIN. WIDTH) BAFFLE NOTES. 1. INSTALL AT LEAST 3 BAFFLES SPACED AS SHOWN. BASINS LESS THAN 20-FT IN LENGTH MAY USE 2 BAFFLES. 2. DO NOT SPLICE FABRIC. USE CONTINUOUS PIECE ACROSS THE BASIN. 3. INSPECT BAFFLES AT LEAST ONCE PER WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 4. SHOULD BAFFLE FABRIC COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE PROMPTLY. 5. TAKE CARE TO AVOID DAMAGE TO BAFFLES DURING PERIODIC SEDIMENT REMOVAL REPAIR ANY DAMAGE AS NEEDED. MAINTENANCE NOTES: 1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY. 2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. 3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY. 4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. CLASS 1 RIP RAP SEE SECTION THRU BASIN BELOW 3 08 ° PIPERT � RIP RAP HEADWALL .......... °o '...'.'.'.'.'.'.'........'................. ........................:... jf5 WASHED STONE s S f0/�yE� III it I/ I/// IIII z //- j THICK X 3' HIGH MIN. STORAGE I - I AREA To BE DISTURBED PERSPECTIVE VIEW (CUT, FILL, ETC.) PIPE INVERT MAX. SEDIMENT 1', 3' BEV I I ITOP ROCK ELEV " f 2 0,6°c 1 0 04 %0, 2 SEDIMENT STORAGE i° o ° 9 FLOW i I g-------------- BOTTOM ELEV CLASS B STONE �57 WASHED STONE MIN co a one Z ; m1 Cyqr�. L u ' 0 m� wow m,�4 4. w L;, mock.N a CM Cl rD 04 Q Z J Of U 2 Ix O Z W0 w Lm u w O F- U rn ~ Lu o U 0 o UJ NT U) coo = F- � W J - p ccnn rn a PROGRESS PRINT NOT FOR CONSTRUCTION AR REVIEW #4 SECTION J MT.S TEMPORARY ROCK PIPE INLET PROTECTION N. T s EXISTING SLOPE DESIGN OF SPILLWAYS DRAINAGE AREA MIN. WEIR LENGTH (ACRES) (FT) 1 4.0 2 6.0 3 8.0 4 10.0 5 12.0 SIDE VIEW 1/2'-1' w V STONE 1 MAX _ cn 1 uj VARIES CLASS 1 ' RIP RAP NOTES: HEIGHT AND WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. KEY RIP RAP INTO THE DAM FOR STABILIZATION. - - - - - - - EXISTING ' SLOPE � •POSITION DOWNSTREAM CHECK DAM SO ITS TOP IS LEVEL WITH THE BOTTOM OF THE NEXT UPSTREAM �ie W r CHECK DAM. I.. STEP SEQUENCE V ---D RIP RAP 0 U) Z HED STONE 4D J 0 C) FRONT VIEW MAINTENANCE NOTES. 1. INSPECT CHECK PROTECTION WEEKLY AND AFTER " RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT STRAW, LIMB$ OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. T i �/� Lu J 2. IMMEDIATELY CORRECT ANY DAMAGE CAUSED BY SUBMERGED AND DEPOSITION ABOVE THE CHECK DAM AND c FROM HIGH FLOWS AROUND THE EDGES 3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAINTHROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. a TEMPORARY CHECK DAM N.T.S J 1" REBAR FOR BAG REMOVAL FROM INLET OVERFLOW OPENING SILT BAG DUMP LOOPS - � V NOTES, 1. CONTRACTOR TO INSPECT SILT BAG EVERY TWO WEEKS OR AFTER EVERY SUBSTANTIAL RAIN EVENT. uj U) 2. CONTRACTOR TO REMOVE AND DISPOSE OF COLLECTED SILT AT AN ACCEPTABLE OFF SITE LOCATION. J. COLLECTED SEDIMENT TO BE REMOVED ROUTINELY TO ENSURE FUNC71ONAUTY a r OF SILT BAG. im 4. DEVICE SHALL BE MANUFACTURED FROM WOVEN POLYPROPYLENE GE07EX71LE tPENacG TO FIT THE OPENING OF A CATCH BASIN OR DROP INLET TO FILTER SEDIMENT co FROM RUNOFF ENTERING THE INLET. DEVICE SHALL BE PROVIDED WITH AN INTEGRAL CURB DEFLECTOR IF INSTALLED AT A CATCH BASIN WITH A ' • , VERTICAL OPENING ADJACENT TO A HORIZONTAL GRATE PROJECT NO: DATE: ' 5. THE DEVICE SHALL BE A HIGH FLOW "SILTSACK" AS MANUFACTURED BY ACE- 582633 DECEMBER 20, 2019 ENVIRONMENTAL, INC. OR APPROVED EQUAL ••' REVISIONS IM CURB 6. INSTALL DEVICE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND DATE DESCRIPTION DERECTOR INSTALL A CURB DEFLECTOR IF APPROPRIATE Z INSPECT DEVICE AFTER EACH RAIN EVENT AND AT INTERVALS NOT EXCEEDING TWO WEEKS DURING CONSTRUCTION. REMOVE, EMPTY, CLEAN, AND REPLACE THE DEVICE AS NEEDED DURING CONSTRUCTION. EMPTY COLLECTED SEDIMENT IN APPROVED, PROTECTED LOCATION. REMOVE AND DISPOSE OF DEVICE FOLLOWING FULL AND PERMANENT STABIUZA71ON OF THE CONTRIBUTING DRAINAGE AREA. CIVIL/SITE DETAILS DEWATERING SEDIMENT FILTER BAG N. T.S TEMPORARY SKIMMER SEDIMENT BASIN N.T & SILT BAG INLET PROTECTION C07mO2 co C/) C�la cQ one Z ; m1 Cyq i C) LLJ Q 13 oQ+WOh 10 LJJ (J.�moww�w CM O co z 04 Q Z J O Q U 2 H tY O Z LLIw J � WC) 0 U rn ~ w o U O H U) coo = U w W W J Z ZO C/) PROGRESS PRINT NOT FOR CONSTRUCTION NOTES: 1. SLOPE SIDEWALK FROM LOADING ZONE AT 1: 12 (MAX.). NOTES. 2. PROVIDE ABOVE -GROUND SIGN 1. REFER TO CONCRETE PAVEMENT DETAILS FOR JOINT CONSTRUCTION REQUIREMENTS. 2. SEE STAKING PLAN FOR ACTUAL DIMENSIONS. 2. CONCRETE FOR DRIVEWAY APRON SHALL BE 4000-PSI MINIMUM. ZONE SIGN DRIVE ISLE z- ASR REVIEW #4 6' cv z g W Zvi m 6' 1:12 1.12 �\ I \ A 50' MIN. BUS ZONE � 5' 5' BUS LOADING AREA 11 1 "=20' u- 'ol TAPER CURB FLUSH WITH a BACK OF CURB N SIDEWALK SURFACE (TYP) DRIVEWAY N APRON PASSENGER 11 7 LOADING w GUTTER W ZONE A cn V W:2� JASPHALT � PAVEMENT7 co EXPANSION JOINT PLAN 2'-0" 12'-0" r2'-On TAPER CURB 11-jA!-PM-ET 6 CONC. "ABC r SECTION A -A W ~ N � V � Z J = C DRIVEWAY APRON MT.S BUS LOADING ZONE N.T.S = J cn NOTE.• MAXIMUM PENALTY ($250) IS J V ESTABLISHED BY LEGISLATURE VIA GENERAL STATUTE 20-37.6 m ne PARKING AREA SIDEWALK RAMP WIDTH AREA 3 4" HOLE (FLUSH EXPANSION WITH TOP OF CURB) IS VARIABLE C&G GUTTER ONLY JOINT z C&G SIDEWALK (FLUSH WITH GUTTER ELEV) 6' MIN. I i- O O O O O O 0.45"R SEE PLANS FOR > 6 � O x Q I Z 6 2' DELECTABLE W 4" -� o 0 0 0 0 0 O O O O O 0.02"R 1: 1. 12 WIDTH OF SW N � WARNING DOMES 12:1 MAX OO OO OO OO OO OO JI 0.9" 0.4" 2.35" NOTES: /RESISINED 1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND OPEN OR BLIND a Q FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON THE DETAILS. 8 3/4" Z 2. THE RAMP MAY BE YELLOW IN COLOR OR ANY COLOR WITH A PRECAST CONCRETE WHEEL STOP /RC7O� J 70% CONTRAST RATIO. a. • Liiiiiiiiiii 3. REFER TO NCDOT STANDARD DETAIL 848DO5 FOR ADDITIONAL 5" 2 7/16" INFORMATION. :a' PAVING R7-8D R7-8a 4. RAMP SHALL HAVE BRUSHED SLIP RESISTANT SURFACE. VAN ACCESSIBLEiiiiiiiiiiii"1 0 EXPANSION -H � F-- i " R7-8 r CONTRACT10N JOINT �� " 5. ALL CONCRETE SHALL BE 3,000 P.S.I.. ONE 1/2 EXPANSION 0 0 0 0 o I I~ "VAN ACCESSIBLE" VARIES (SEE STAKING PLAN) a 020 B = X-(A+s) 08 C0 [b8 0 W U) JOINT N 'r B =DISTANCE FROM FRONT EDGE OF JOINT WILL BE REQUIRED AT 50 INTERVALS. O� V'o0 oocYD o� L SIGN SIDEWALK TO BACK POINT OF �J uj PRECAST 3/4" X 24" GALVANIZED SIGN R7-8 PLAN VIEW SECTION VIEW CLASS "B" * 12:1 (8.33X) SLOPE. STEEL ANCHOR RODS BACK OF SIDEWALK DROP REQUIRED BOTTOM OF SIGN DETECTABLE CONCRETE . Q FOR ALL SIDEWALK SLOPES. R7-8 WARNING DOMES ** BACK OF SIDEWALK DROP REQUIRED SECTION VIEW FOR SIDEWALK SLOPE 0.04. - 1 3:: co SIGN R7-8D 2'-6" 3 Q PROJECT NO: DATE: 582633 DECEMBER 20, 2019 ADA SIGN 8, ° o REVISIONS W wQ DATE DESCRIPTION ADA SIGN ? GALV. STL. POST co (VAC) 1p,Gi d• f 8' T 8' 8' ; ADA SIGN PARKING SPACE u- 6'-0 PARKING FINISHED GRADE SPACE �. Go I II I 3' DEEP CONC 00 (AC) �L,9 ADA SIGN ` �¢-- 8 3/4" i LJ i FOOTING J mum= L--J jo 8' S' 91 ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC 90PARKING SPACE PLAN VIEW CONTROL DEVICES SPECIFICATIONS AND REQUIREMENTS ADA SIGN f -� 9' 5' 8' 6' 8' 8' PRE -CAST CONCRETE W74EELSTOPS ACCESSIBLE PARKING SIGNAGE CIVIL/SITE DETAILS AREA 1 AREA 2 AREA 3 AREA 4 AREA 5 ACCESSIBLE PARKING CURB RAMPS N.T. C07mO3 W A W+A+9" X B 5' 0.0' 5.8' 5.8' 5.0'* 6' 0.0' 6.8' 6.8' 6.0'** 7' 0.0' 7.8' 7.3' 6.5'** 8' 0.0' 8.8' 7.3' 6.5'** 5' 2.0' 7.8' 7.8' 5.0' 5' 2.5' 8.3' 8. 1' 4.8' 5' 3.0' 8.8' 8.3' 4.4' 5' 3.5' 9.3' 8.4' 4. 1' 5' 4.0' 9.8' 8.6' 3.8' 5' 4.5' 10.3' 8.7' 3.4' 5' 5.0' 10.8' 8.9' 3.1' C/) A a z, cl? m m PAY LIMITS FOR CURB RAMP PAY LIMITS FOR CURB RAMP PAY LIMITS FOR CURB RAMP PAY LIMITS FOR CURB RAMP (Z g ai A 1/2" EXPANSION sipEyy AND GUTTER v �o" R"" NOTE: SEE STANDARD DETAIL T-20.05 FOR JOINT (TYP) ., PAVEMENT MARKING PLACEMENT I • G� srv/p " ," S/oersa/k En c��1 1/2" EXPANSION 8"W X 6"D W b a, o� 6"W X 12"D ::::... JOINT (TYP) "' i o STOP BAR CONCRETE CURB... 6"W X 12"D CONCRETE CURB ;::.:: Q o x Tn', 1/G•: ' SIDEWALK WIDTH N O ug o " 'yy, O CONCRETE DEPTH 6' MIN!..... m I I GRASSED AREA I I •.: :::.. 1/2" EXPANSION S/O�ygL''•::•::'::•::':;• = a y ' q V V PED-XING 5 R=1' " .2 • RAMP / FLARE 6" z JOINT (TYP) SIDEWALKWIDTH SIDEWALK SIDEWALK O " g" TYp, K �+RgSSS /P '�'• """"' 1/JOINTEXPANSIONYPCONCRETE DEPTH o �p LANDING 4" " �'N. JOINT TYP RAMP /FLARES 6" 5' MAX. 3 ' " LANDING 4" ;��` ` ` 6"W X 12"D 5 s T P BAR .: • ................ . /. „ �P,c� .. g°*� . ' , ,,• CONCRETE CU B w S O w 12 D. (TYP) q'9� ' Y ....... F MAX. J rn o� J ...::• ro o � :q.' N ..ti�•:• 2 � .: • �.� . ....................:.... CROSS SLOPE NOT TO > STOP BAR ❑ G1 .............................. ........ o tl EXCEED 2% ON �'RAss � •�•��• PORTION OF RAMP OR • ::::::.:.... rR/P ,, ..�.::: •.:'•• ' ''� ":: ... .. 5' MAX. 3 • , . : • .:.. •.:.�.:�.::::: � / � R=1' TYP TRANSITION TO STREET. 8"W X 6"D TYP. *24" TYP ..................... : SIDEWALK SIDEWALK ..... ............ 12 MIN ";].4ffi::' ::...... .. ... .. . ,F, .... ...14%.. " ::: ' 2'-6" CURB PED-XING g•/ DETEC ABLE 1/2" EXPANSION 1/2" EXPANSION 3'• • ' ' • ": DEPRESSED 2 6 , /, • " Oti1iN INT TYP """"""""' • • ' ' 6' TYP ..... .. • ..:... •':.�:.�::: " CURB &GUTTER .:."%' .: •4• r., AND GUTTER .:..:.1/2" EXPANSION WARNING JOINT (TYP) JO ( ) ( ) JOINT (TYP) + + � • SURFACE (TYP) 4'MIN .,.A z NON -WALK SURFACE DETECTABLE WARNING DETAIL SHOWING TYPICAL LOCATION " z • . • ' , D/,(iG,,,, s O 3 : •',i / \\ SURFACE (TYP) :;•:-:5 :::::::' ;::::::. 12" MIN. 6' (TYP) 3 SIDEWALK .... • OF SIDEWALK ACCESS RAMPS, PEDESTRIAN TO 4' MIN. F MAX. :.1'.'::':.:.'::: ' DEPRESSED CONCRETE DEPTH CROSS SLOPE NOT TO TYPE N 1 CURB TYPE :•:.(..:.•� ( ) 1/2" EXPANSION CROSSWALKS AND STOP BARS. d 2'-6" CURB &GUTTER o Yp JOINT (TYP) HEIGHT VARIES RAMP / FLARE 6" _ EXCEED 2 /o ON ANY 5 ; R-1' (TYP) PORTION OF RAMP OR ' ' •�,¢, • , , : ' , CURB REVEAL DETERMINED LANDING 4" TYPE R-1 "'��' • NOTE: * USE SMALL FLARE ONLY WHEN A CURB BY FLARE SLOPE) 6, TRANSITION TO STREET. "";:•::•.:��+' 6" x 12" CONCRETE CURB cy) O 8.33% (12:1) MAX RAMP SLOPE (TYPj DETECTABLE 1/2" EXPANSIONr✓" ••'•• O CROSS SLOPE NOT TO WOULD DIRECTLY CONFLICT WITH 4M/N WARNING JOINT TYP z CROSS SLOPE: 2.00% APPROACHING VEHICLE TURNING MOVEMENTS. SURFACE (TYP) ti Oco EXCEED 2% ON ANY (TYP) rJ! 24" TYP WIDTH "' :::'. ' :: PORTION OF RAMP OR " ::::::::04 TRANSITION TO STREET. O 8.33% (12:1) MAX RAMP SLOPE 4 O3 CURB RAMPS REQUIRE A (4'-0")MINIMUM LANDING 12" MIN WIDTH TYPE N-3 DETECTABLE WARNING `.. Q WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL a DETECTABLE WARNING SURFACE Z VARIABLE SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM 4•4// SURFACE (TYP) O CROSS SLOPE: 2.00% ...... CURB ••••••••' TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. 1/2" EXPANSION TYPE N-4 3 CURB RAMPS REQUIRE A 4'-0" MINIMUM LANDING 6'( lYP)? J 4O RAMPS AND DOMES SHALL BE INSTALLED THE JOINT (TYP) O 8.33% (12:1) MAX RAMP SLOPE 1 SLOPE TO MEET GRADE, 15' MAXIMUM. O WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL 4' MIN. SAME WIDTH AS THE SIDEWALK. O SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM 1/2" EXPANSION •`•' Q 1 5 IF LENGTH EXCEEDS 5', TRUNCATED DOMES SHALL TYPE NA A FLARE TYPE 2 CROSS SLOPE: 2.00% O CROSS SLOPE: 2.00ok TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. JOINT (TYP) 0 O BE INSTALLED ALONG THE BACK OF THE CURB ( ) O RAMPS AND DOMES SHALL BE INSTALLED THE SAME m:STOP BAR COVERING THE FULL WIDTH OF THE RAMP. NOTE: USE SMALL FLARES ONLY WHEN A CURB O3 CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING O CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING WIDTH AS THE SIDEWALK. SIDEWALK WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL 2'-6" CURB AND GUTTER TYPE DIRECTLY CONFLICTS WITH WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM CONCRETE DEPTH O IF LENGTH EXCEEDS 5', TRUNCATED DOMES SHALL Ix SIDEWALK PED-XING SIDEWALK APPROACHING VEHICULAR TURNING SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. BE INSTALLED ALONG THE BACK OF THE CURB O GRASSED AREA SIDEWALK MOVEMENTS. TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. 4O RAMPS AND DOMES SHALL BE INSTALLED THE SAME RAMP 6" COVERING THE FULL WIDTH OF THE RAMP. TYPE R-2 Z O RAMPS AND DOMES SHALL BE INSTALLED THE SAME WIDTH AS THE SIDEWALK. LANDING 4" _ O STOP BAR WIDTH AS THE SIDEWALK. O ON -WALK SURFACE (USE ONLY WHERE WATER WILL NOT 0y y y y y y y y IF LENGTH EXCEEDS 5, TRUNCATED DOMES SHALL . POND WITHIN LANDING) W J Z Z ~ J 'ylr rlrylr ry X X 1/2" EXPANSION BE INSTALLED ALONG THE BACK OF THE CURB y y y y y y y y y y •yyyy ❑ ❑ JOINT (TYP) COVERING THE FULL WIDTH OF THE RAMP. R=1' (typ) y y y y y y y y y y y y y y y y y w w ~ STOP BAR (1 tl y y y r y y y r y y y y r r y r r a r a y y y y y y y r y y r y 4'MIN LANDING • " y• y r r y r r y y r y Lfl y GRASSED AREA O y y y y y r y ° 3' :.::::::: 3 .':.. ' " , • c, SIDEWALK AREA :::... :� '�:::.. yyyy N SIDEWALK SIDEWALK ss .. �.." :••••••••••••••••••••••••••• •• ". " 1/2" EXPANSION S/O�y K DETECTABLE TYPE N-2 (RADIUS) JOINT (TYP) 3 L GR4s r "y l y y y y r y r W ,. ° � ... y y y q • •q, yyyy , y 6" x 12" CONCRETE CURB WARNING S ye' :.� SURFACE r • .: 7. � ... i•.�y.•:::"',...y:: ••:::.:... t TYP. TR/P SU C yyyy yyyy ? 0 .............. DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS A• »:::a'::.r: r:.:gry..:.y r:... .:r.. y •„ R=1, (TYP) y 6 (TYP) 7; y y y y y y y y y (n V ..rk:.a ....... x . :y:.: ::::. 1/2" EXPANSION y . ,: 6'WX12"O ,;:::. :.a: :::'Y;:y::a:i..y:;;.::..v:.... ........ „ „ , .............. ' yyyyyyyyy PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION. CONCRETE CURB :.': * * JOINT TYP 6 W X 12 D : • :' a' MIN.lij .... .......::... Q� (TYP) 1 /2" EXPANSION " y ' .: ..::::.:::•::. � :.... " + " ..; ti•:;::t:: �.•.. "•' : �• .x'`:ii•:.:' • . CONCRETE CURB ' 2' yyryrry U3 ��? z JOINT (TYP) r ??" w W .... ' ,ter ............. ............. ..•,�X. yyyyyy OO .......................... "''✓,rry�p :::::: a .;..:. TYPE R-2A 2'-s" CURB &GUTTER • ; • o y DEPRESSED GUTTER DETECTABLE WARNING CONCRETE DEPTH " 1 •�� :�::�:�'::.. '. ~r:0.,.�.,4,i... • . O5 ' " ...::: •.�:.�: ••. • � r 12" D. (TYP) !n o�D CURB &GUTTER SURFACE (TYP) .. • ' :' :• ':. �� .. " ::• 4:• :: ��:::::� ::..: �� V ............ Q !� .. ... .. RAMP /FLARE 6" 5' MAX. / " SIDEWALK LANDING 4" DETECTABLE WARNING •�•��:.:. �•::... •. •.:.�::� •:.�.. ^ ::.�::�::�:�::�::��' � ; " • � Q ¢:. 1/2" EXPANSION W m l f SURFACE (TYP) ...� ... JOINT (TYP) 1 I � � "::: •::.: ��:::•:..: �:'•�.Q.�a•.::.4Di'a:'.: ..... ..•. , , - CONCRETE DEPTH O 4'(M1 N) \\ 4 -s z NON WALK SURFACE Z Lu L j y ::.:....:':.::..... ::: DEPRESSED 2'-6" (n ,•, RAMP / FLARES 6" 0 ::: . . ................. STOP BAR CURB & GUTTER 1/2" EXPANSION 1/2" EXPANSION \\ CROSS SLOPE NOT TO SIDEWALK 2 `,• + ,•, 1/2" EXPANSION LANDING 4" � d JOINT (TYP) JOINT (TYP) DEPRESSED 2'-6" EXCEED 2% ON ANY JOINT (TYP) SIDEWALK SIDEWALK „ y' TYPE N-2 (TEE INTERSECTION) 1/2" EXPANSION CURB & GUTTER PORTION OF RAMP OR �• JOINT (TYP) (HEIGHT VARIES R-1' (TYP) TRANSITION TO STREET. • +• GRASSED AREA GRASSED AREA SIDEWALK y OJ��cQG BY FLARESLOPE) CURB REVEAL DETERMINED q DETECTABLE"�"`'"` • 6" x 12" CONCRETE CURB J 1/2" EXPANSION x....... W. CONCRETE DEPTH M/N WARNING JOINT (TYP) ' •+••••• DEPRESSED CURB &WINGS SHEET IOF8 �;Y:'' .•' SHEET2OF8 TYPE N-3A SHEET 3OF8 SURFACE (TYP) SHEET4OF8 a••.:•::.�..••++•. SHEET 5OF8 OR HARD RETURN AT RAMP . y s.. RAMP /FLARE 6" .•:.• .+:'�� •� �'� :4 R=1' TYP R_1, P) a. .:.�::: " • :ii:•.. FOR RAMPS AT ASPHALT TO ASPHALT STREET CITY OF RALEIGH - • ( ) CITY OF RALEIGH LANDING a" (COMMERCIAL/RETAIL USE) CITY OF RALEIGH CITY OF RALEIGH"' `'' ""`' ` • CITY OF RALEIGH TYPE DRIVEWAYS OR PRIVATE STREET TIE IN. • ' DETECTABLE WARNING DETECTABLE WARNING - PROGRESS STANDARD DETAIL y ��. SURFACE (TYP) STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL SURFACE + STANDARD DETAIL TYPE N-4A 6' (TYP) REVISIONS DATE:81/18 NOT TO SCALE REVISIONS DATE:8/1/18 NOT TO SCALE REVISIONS DATE:8/1/18 NOT TO SCALE REVISIONS DATE. NOT TO SCALE 4'MIN. REVISIONS DATE:B/1/18 NOT TO SCALE PRINT NOT FOR CURB RAMPS CURB RAMPS CURB RAMPS 1/2" EXPANSION SIDEWALK CURB RAMPS CURB RAMPS TYPE R-2B 21NT(TYP) CONSTRUCTION s" w x 1z"D CONCRETE CURB CURB & GUTTER (NEW DEVELOPMENT) (NEW DEVELOPMENT) (NEW DEVELOPMENT) (RETROFIT) 2'-6" CURB AND GUTTER NON -WALK SURFACE T-20.01.1 T-20.01.2 T-20.01.3 T-20.01.4 T-20.01.5 TYPE N-1, N-1A & R-1 TYPE N-2 & N-3 TYPE N-3A W cc4D ujz CONCRETE NOTES PLANTING OR OTHER NOW TOT ISOMETRIC VIEW H w 0 = o CITY OF RALEIGH 1. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE WALKING SURFACE IF DROPOFF ql Sf0 O O 00 Z Z 6• IS NOT PROTECTED EW 5" CONCRETE W_ w W o Li a CURB RAMPS STRENGTH OF 4000 PSI (ASTM C39). s�gtr f �IINp? �kWlp MONOLITHIC ISLAND fY } RAMP 5' MIN SIDE Z o o } w z Z¢ 2. CONIRAC71ON JOINTS SHALL BE SPACED AT 15 FT O.C.E.W. .:J;• �oi,� 00 M rn MAX. OR AS INDICATED ON THE PLAN. LANDING :==`;� P ° 2 2 Z U f 5:1 SLOPE = m W CO Q W L Q O GENERAL NOTES Q� °N USE 12" X 12" PAVERS o W m H O Z a 2" per? Z - ❑ o w Z ¢ 3. EXPANSION JOINTS SHALL BE SPACED AT 50 FT O.C.E.W. DETECTABLE WARNING 0 o U � J 3 fY W ❑ MAX. OR AS INDICATED ON THE PLAN AND WHERE h • %•i 8�3 1 SHARED B� y o a JELL-2 JYL�ZR - LANDING 9p \g SURFACE (YELLOW) W Z w w J w W o CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT. f f s `sue w Q a a 0 '. S � � a m D W z Z - 1. CITY OF RALEIGH STANDARD CURB RAMPS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE Q_ Owo Q rn J Z O O 12' (TW.) 10.0' (TV.) O o °oo°o m § O Z Z Q m m a ❑ Z AMERICANS WITH DISABILITIES ACT ADA AND PUBLIC RIGHT OF WAY ACCESS GUIDELINES PROWAG .°°°° °°°° O O -- w O U w rj ( ) ( ) B SIDEWALK CURB Z�_Q�v �.I CONCRETE PEDESTRIAN REFUGE °o°oe°voee°e°o° 2' ASR REVIEW #4 W OUa' W 0. e e o° e e ❑} H y y O Q X •� 6'(TYP) a oo°o°oo° w � Q Q } H W }y a m JQ V 4' MIN LL } Q Z (9 F O j CROSS SLOPE NOT TO o fq ?� LU Q a' W o C&G CURB C&G I m EXCEED 2% ON ANY = j CO W W Z d k m J 24" SOLID WH17E (n Q PORTION OF RAMP OR 1/2" EXPANSION °eo°Oo°Oeooe NG+ °oevo°°o ��• o o w o a a � � 2. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS N - TRANSITION TO STREET. THERMOPLASTIC i JOINT (TYP) O . ( d O w m ❑ O ❑ O Z rn OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS CROSSWALK LINE w w m O Z Z W a W z 2 0 0 L% TYPE R-1A TYPE R-2 TYPE R-3 w lL H H W U O= Q W H W a m W W Z w m U INDICATED IN THE DETAIL HOWEVER THE LOCATION MAY BE ADJUSTED IN COORDINATION WITH zO� �a. 00 jwIL �N N Z m m o Z LL w o z m THE CITY OF RALEIGH WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT 24" GAP z o Z m z Z 4a o z m U W w U PLACEMENT. a sios 5:1 SLOPE w J'q(k PLANTING OR OTHER NOW W U' O O ❑ O tY Q WALKING SURFACE IF DROPOFF ° pa i o m m U i_ Z Q Q H Q O n U C) 0 IS NOT PROTECTED o o v Y ro °o ai o ::f. ENO/NG SIDEWALK I,-- 3. o a a DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS c� Q 5'MIN 8.3% M, Z 2 z z ° �u QJ a SHARED MP 5 N FS IIIo k ° LL WHERE SIDEWALK IS REQUIRED. ='� AMP • NpIN R"r 3 0 " T a CENTERLINE OF 2 a 0 4. THE WALKING SURFACE SHALL BE SLIP RESISTANT. THE COLOR FOR THE DETECTABLE WARNING ROAD v �\ `5�� CROSS SECTION o ❑ W W m a �4`lA�l� 6"W X 12'D CONCRETE CURB . b�? IL VIEW z W g< w a W W 0 -1 z AREA SHALL BE YELLOW FOR CONTRAST. o 0 z - a- W V U O M y Z V U CROSS SLOPE NOT TO PARALLEL CURB RAMP w Z > Zo oZ z Y w ASPHALT CONCRETE CONCRETE CONCRETE ASPHALT EXCEED 2% ON ANY 6" 6" W ¢ W o " " a N = 5. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/FT 12:1 IN RELATIONSHIP TO PORTION OF RAMPORVARIES (6' MIN) } Z m w ? H W J � W fY 30 ( ) TRANSITION TO STREET. a p 0 o � o o U -1 rn THE GRADE OF THE STREET. 12° TYPER� (SEE PLANS) Z3Q �mOLU Fz Qcl) } T _? o < Cam> X W W W OWO To W U j W W �� Q p 2' STRIP IF CUT THROUGH 5" 3" W m C g J F m m IS GREATER THAN 4' IN LENGTH. Z _ ZZ } o J J Q w < J 6. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48 O A F OTHERWISE PLACE DETECTABLE FOR6'MIN z v��i Q 2 !D 7 = U1 U O Q ❑ (n WARNING ON THE ENTIRE SURFACE RFP SIDEWALK 6"W X 12'D CONCRETE CURB cn o 2 1 �l l� w m Q o W m Z W N } ALL RAMPS SHALL BE INSTALLED THE SAME WIDTH AS THE SIDEWALK. o I �MP63 OF CUT THROUGH. U0F ALIGN CURB PARALLEL = 11 f Y C&G CURB CURB C&G I °o �s' O w U�LLmo��omm rani Z¢ p,MIN rwn O U W J M O a Z g Z a' W W W V P O WITH CROSSWALK - `� = LL ¢ z o O = W Lu > w B SIDEWALK O :::.., �ANp �MP6 4 • e:::. • ` :;: 5" CONCRETE 0 -- _ W � w 5 ? O g ❑ 7. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH o IN 3° CONCRETE PEDESTRIAN REFUGE MONOLITHIC ISLAND Lu U W w W Z Ii `�' W 0 a fY Q NONSKID SURFACE. P N � H 1/2" EXPANSION �4"CONCRETEm:5>r0 0Z�+mnwZo0w Wit-2&Wi6-7w o= vQ< o 5 CONCRETE CURB b �N JOINT(TYP)J SIGNS REQUIRED a 6 uv X 12"D Q� eeeee m a s a ° 8. A 1/2" EXPANSION JOINT INSTALLED FULL DEPTH WILL BE REQUIRED WHERE THE CONCRETE PLAN VIEW o 0�0 5 51 ¢ N Q m O W W > U' fn - 0 4, �H r • ° e • e • ° °. ° ° . eeeee Q � Z < Z O m Q U' Q °° O ADJACENT CONCRETE e•ee e.° e.a.P: °,e.e. ?:° d 1' I'e:°'°• e.ed .°. ; = Z 5 s Z o Z W SIDEWALK ACCESS RAMP JOINS THE CURB AND ALSO WHERE NEW CONCRETE ABUTS o o a w Q o z = z w° EXISTING CONCRETE. EXPANSION JOINT 000 0 Z 0. 0 z J Z X w a z X CURB RAMPS AT MEDIAN ISLANDS VARIABLE (SEE PLANS) 6' (TYP) 4'MIN. SECTION 8-8 W wQ WQaWFzpw❑ 6 FLARE 4'MIN o m o ; m W Q Z ° _1 z � ° 9. CURB RAMPS SHOULD BE PLACED PARALLEL TO THE DIRECTION OF TRAVEL. _ _ _ �� 6.3% Z r cli c6 v ,. • -+: ..; 4000 PSI REINFORCED CONCRETE HEAVY DUTY ASPHALT (SEE DETAIL) / RAMP SHEET 10F4 SHEET 2OF2 SHEET80F8 ~ `f -' 'T ''• •f•. •`'''•�' CITY OF RALEIGH PROFILE VIEW CITY OF RALEIGH +•�-•�; ;:;`'�•t /: • ; a : � �.•, �4;" / FLARE STANDARD DETAIL STANDARD DETAIL RNING CITY OF RALEIGH CITY OF RALEIGH 5%5'(MIN) SURFACE SHALDETECTABLE L EXTEND AGGREGATE BASE COURSE STANDARD DETAIL STANDARD DETAIL BRAMP SHARED FULL WIDTH OF SIDEWALK REVISIONS DATE: 8/i/18 NOT TO SCALE REVISIONS DATE: 8/1/18 NOT TO SCALE LANDING ggggggg0000 w , - COMPACTED SUBGRADE DETECTABLE WARNING C� REVISIONS ��•8/1/18 NOT TO SCALE REVISIONS DATE:8/1/18 NorroscALE 1=III=III=III=III=III=III=III=III- =III=1 I I=1 I I=1 I I=1 I I=1 PEDESTRIAN REFUGE W II FLARE n FLARE SURFACE PLACEMENT DRIVEWAY AND I I� 04 SIDEWALK DETAIL CURB RAMP NOTES RAMP STOP BAR SECTION A -A T-20.04.1 T-20.03 Z T 10.01.2 T-20.01.8 STANDARD CITY OF RALEIGH DETAILS RAISED CROSSWALK N. T.& Q = O � = W V J J m� �o aZ �a J cn O W W cn a� �00 PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS 7mO4 CID z, one Ztop I I (LIGHT DUTY) (HEAVY 6" 2'-O" t%') �' PARKING DUTY) 1/4" A " 1/2" R - 1/2" R W �� SPACES ROAD SLAB REINFORCING 1/8 R 6" 1'-6" 0 m o� w W m 2 " GROOVE JOINT W/ 1/8" " oocq owot� TYPE S- SURFACE9COURSE 3-IN* 1.5-IN TYPE 1-19.00 - 3-IN BINDER COURSE AGGREGATE 8-IN 10-IN BASE COURSE 6 CONCRETE PAVEMENT SLAB 1/8 R. a'_ m I I dc/4 RADII & JOINT SEALER SURFACE OF 1/2" JOINT SEALER GUTTER i °j� 1/8" R. o'3°v a 1/ 8" 12" /ram () •r vikc w d 12" 6" i ° ° a o TYPICAL CONTROL JOINT SCORE FULL WIDTH 12„ 6" e F_ - c NTS OF CURB AND GUTTER 4 7- . n REINFORCING SHALL 1/4" 1 " 6 3/4" NOT PASS THRU GROOVE JOINT W/ 1/8" II 2'-6" JOINT d�/4 RADII & JOINT SEALER PLAN A J 2'-0" 16 -I I I -I I I -I I I- COMPACTED *IN TWO 1.5-IN LIFTS AGGREGATE BASE COURSE (ABC) N CONTRACTION JOINT 4" MIN. ABC _ _ _ _ -III-III-III-I I SUBGRADE d 12" 6" v 4" MIN. ABC SECTION A -A SECTION A -A COMPACTED SUBGRADE 2 -0'CID 24" CURB &GUTTER 30" CURB & GUTTER (NCDOT� c,) 5/8" DIA x 16" LG. SMOOTH SLIP OWEL NOTES: TYPICAL THICKENED EDGE NTS BARS AT 18" O.C., GREASED BOTH SIDES. A 1 8"R N / SEE 1 SPECIFICATIONS FOR PROOF ROLLCOMPACTION & TESTING RE IREMENTS DETAIL IS FOR ON PAVING OPERATIONS PAOPERATIONS ING TYPICAL CONSTRUCTION JOINT c\ 6" 1'-6" 25" R Q 1/2" R " Z QU - ONLY. 2. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. J. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST. CONCRETE PAVEMENT DIMENSIONS CONC SLAB THICKNESS, dC = HEAVY LIGHT 8" 4" ABC THICKNESS, dB = 6" 6" REINFORCEMENT = 6x6-W2.9xW2.9 FENCE POST IN TOP OF CONCRETE RETAINING WALL ONLY Q TYPE 5 SLEEVE TO BE r N / YA BOTTOM RAIL FENCE POST FILLED WITH = J_ NOTES: i Q w WicnED NON -SHRINK GROUT W PAINTING SPECIFICATIONS: ? TENSOR � Q WE LIRE POST TIE BOLTS ON ALL FENCE SHALL BE CUT FLUSH 4" GALV. STL. POST AND BE FLUSH TO I.. I` 1. MANUFACTURER: TNEMEC COMPANY, INC.; CARY, NC (919-859-3737) 1, ALL STEEL SHALL BE HOT -DIPPED GALVANIZED EO z HOG RRVG WITH NUT. NO SHARP PROTRUDING EDGES FINISH GRADE FINISHED GRADE CO N 2. SYSTEM TYPE: EPDXY -POLYURETHANE 2. SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL BE ALLOWED IN DIRECTION OF CHILD PLAY AREA. PRIOR TO FABRICATION AND ASSEMBLY. 3. SURFACE PREPARATION: SSPV-SPY AND BRUSH OFF BLAST CLEAN 3. ENSURE GATE LEAFS ARE PROPERLY SPACED SO ''••'�� °;' ; •° '• • .'a,'• " 4. PRIMER: SERIES 27 (FIELD -COATED) TYPDXY OR 69 HI -BUILD EPDXOLINE LOCKING FLANGES ON HINGE LATCH ASSEMBLY ALIGN. Q SEE SPECS FOR ADDITIONAL INFORMATION. 4 Z 11MBUCnE ADJUSTABLE 5. FINISH PAINT: SERIES 73 ENDURA-SHIELD, SEMI -GLOSS, 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO TENSION BARS ROD PROVIDE BOTTOM TENSION WIRE FOR ALL :r ' `• .• ' .� COLOR = SAFETY YELLOW I I I I I I I I I I I I ,- M�v DEPTH 3-1/2" DIA. J DETERMINE REQUIRED FENCE LENGTHS BASED ON '! PERIMETER AND BMP FENCING. :,,• PVC OR STEEL I O LOCKS PROVIDED GALVONIZED STEEL HINGE LATCH 10'-O" MAX SPACING IN. 36" " ..' �•: I I 1 6. CONTRACTOR TO COORDINATE WITH LOCAL FIRE MARSHAL TO DETERMINE (D EXISTING CONDITIONS. BY OWNER x N.T.S. U SLEEVE INSTALL TO 3' DEEP CONC�j I I IF KNOX BOX KNOX LOCK IS REQUIRED. INSTALL AS DIRECTED. , ; 't u � W1DIH BE COORDINATED FOOTING 1 LJ I O (4)K POST WITH 12" BETWEEN TRADES. L _ _ _ J W FENCE SECTION ELEV4110N - ROUND END POSTS N J FENCE POST IN SIDEWALK g PIPE GATE N.TS VINYL COATED CHAIN LINK FENCE AND GATE N.T.S. SPECIAL PARKING SIGNAGE N.T.S = V I J m� REFER TO SPECIFICATIONS FOR AD017IONAL SLEEVE TO BE INFORMA710N. FILLED WITH NON -SHRINK GROUT 5D" t AND BE FLUSH TO MAIN ENTRY ► STUDENT LOADING a z FINISH GRADE • �I_� t VISITOR PARKING Poll -VISITOR PARKING j FENCE POST f- " I PARKING 4" ► STU O F F I TYPE 'B' V 2-IN THICK. DBL-SIDED I - FLAT -TYPE : • ' 50" ALUMINUM SIGN W11H 15" AL SERVICE cn p V 8' NOM. SPACING NOMINAL CLEARANCE POST TOP . ' • .. a a' ' ,; 4„ KMAR-500 METAL PAINT SEE PLAN FULCRUM LATCH *'': '' COATING. TYPE A RAIL BRACKET FLAT TYPE W/ STRIKE STRAP COLOR: NAVY BLUE OR W POST TOP :.. 3-1/2" DIA. APPROVED EQUAL Lu 4" NOM. 4" NOM, I I PVC OR STEEL 50" SLEEVE. 3-IN TALL (NOM.) EXTERIOR, " Q SLEEVE INSTALL TO Q HIGH-PERF. WH17E VINYL �_I 1 1-1 Cal" BE COORDINATED - " 12 BETWEEN TRADES. LETTERS AND ARROW. N - 00 TYPEFACE: HELVERCA I ► SQ POST HINGE-' W FENCE POST IN SIDEWALK *C, ol PROJECT NO: DATE: 1" 3QPPICKET "SO POSTOST 12„ 2-IN SQUARE, ALUMINUM ► 582633 DECEMBER 20, 2019 1 3/4" x 1 1/2" 1 SO PICKET Y �- FENCE POST POSTS SET IN CONCRETE REVISIONS U-CHANNEL RAIL o 1 3/4" x 1 1/2" 12" COLOR TO MATCH SIGN Z U-CHANNEL RAIL BACKGROUND 1.5 DATE DESCRIPTION sF W TRUSS ROD CONDITION VAR. . . Q2' SO _ d 3" HARDWOOD MULCH UPRIGHT 3-1/2" DIA. N 'V' DITCH FOR MULCH d PVC OR STEEL SLEEVE. " • RETENTION 50" SLEEVE INSTALL TO BE II COORDINATED BETWEEN CONCRETE FOOTING 5" LJ TRADES. �� 9 T 3000 PSI ® 28 DAYS R - N - 3-3/4" MAX CLR. 3-3/4" MAX CLR. 3-3/4" MAX CLR. 2" NOM.t2' NOM. It is nRr3pC)FF MIN. WIDTH = 4x POST WIDTH � I I WIDTH= 4x POST WID7H 36" MIN DEPTH 36" MIN. DEPTH �� FENCE POST IN BAND *SEAMLESS ASSEMBLY ► LOCATION OF SIGNS SHALL BE APPROVED BY LANDSCAPE I ► ARCHITECT PRIOR TO INSTALLATION. CIVIL/SITE DETAILS FENCE SECTION ELEVATION GATE ELEVATION -PEDESTRIAN SIGNAGE DIMENSIONS FOR ONE, TWO, AND THREE -LINE SIGNS (TYPICAL) ORNAMENTAL FENCE AND GATES N.T.S SCHOOL DIRECTIONAL SIGNAGE N.T.s 7mO5 NTS 1/2" SURFACE OF 1/2" JOINT SEALER 1/2" R 6 1 -6 6-1/2" 3/4, 1/8 R L O 1 /8" RADII AND GUTTER JOINT SEALER /` h 1 /8" R. U 7 v 6 12" 18" R ~ 12 O 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE COURSE AND/OR JOINT FILLER FRONT JOINT FILLER 6' � Z INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS AT NO ADDITIONAL COST. NOTES: STANDARD METHOD OF _ _ TYPICAL EXPANSION JOINT ENDING CURB AND GUTTER 5 1/2" 2'-0" O 1. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH NTS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE J L" Lu OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE. OF 4000 PSI (ASTM C39). A 2. CONTRACTION JOINTS SHALL BE SPACED AT 12 FT O.C.EW, MAX. 4" MIN. ABC 2,-0" SECTION A -A 9 OR AS INDICATED ON THE PLAN. SECTION A -A 10 3. EXPANSION JOINTS WHERE CONCRETE PAVEMENT ABUTS ANY RIGID TRANSVERSE EXPANSION JOINT STANDARD VALLEY GUTTER uu N OBJECT OR AS INDICATED ON PLAN. 24 SPILL CURB & GUTTER W ~ O Z U cn ON -SITE ASPHALT PAVEMENT N.T.s CONCRETE PAVEMENT N.T.S CURB & GUTTER TEMINUS N.T.s CURB & GUTTER N.rs w o wC) F_ a ATTACH 2X4 COMPOSITE NAILER ATTACH SYNTHETIC TURF TO 2X4 U) co U 1/2" MORTAR SETTING BED CONC SIDEWALK/BAND. `" 1 BOARD WITH 1/4" X 3-1/4" COMPOSITE NAILER BOARD PER SYNIHEIIC TURF F- w Q (TYPE S - LATEX ADDITIVES �, CN ■- CONCRETE RUST -RESISTANT MANUFACTURERS (1-3/4" PP 80 TALL FESCUE WITH 1NATCH) W m GENERAL NOTES: I I SCREWS 24 ON CENTER RECOMMENDATION � W OPTIONAL) ASTM C270W Lu JOINT SEALER 1. A GROOVE JOINT 1" DEEP WITH 1/8" PAVER NO PT AlJOIIy1S a5X Slope Z Z W 5' MIN RADII SHALL BE REQUIRED IN THE MAX 1 8 WIDE 11P)-(AWAY FROM BUILDING) - O � (SEE PLAN) CONCRETE SIDEWALK AT INTERVALS THE PAVER RESTRAINT (SEE SPECS) ��_i.... WIDTH OF THE SIDEWALK UNLESS INDICATED � � � � CONCRETE SIDEWALK ----- � ------------------------'---.~.--_-- ..,...,•.._ _ d OTHERWISE. SEE SPECS FOR ADDITIONAL LAWN I I -I - 1-III-III=III-III-III-I11- 1/8" RAD. JOINT SPACING REQUIREMENTS - - SLOPE 1/4" PER FT SURFACE OF PAVEMENT N N 1/8" RAID, . •y .. .•.,,•' • r •►: da • I I D••'•'.•'•'.4 ,•'•'.•'Q4 , •'. o:,•'• :. p •'. •'. v • .• • .• • • • • • • 2 ONE 1/2• EXPANSION JOINT WILL BE W W. o ' REQUIRED AT 50' INTERVALS. . . �ff"� I I=III= s s \ COMPACTED SUBGRADE y{ I I 1 8 WASHED STONE \ J oo �.� J. A 1/2• EXPANSION JOINT WILL BE ��\ , \ \ \�\ \�\i \ \i\ \ \�\ \�\ \�\i �� PROGRESS REQUIRED WHERE THE SIDEWALK JOINS ANY 3 �57 WASHED STONE RIGID STRUCTURE. REINFORCED CONCRETE COMPACTE PROPOSED C&G (4" MIN) 3,000 PSI 0 28 DAYS 1'-1 1/2" 4" ABC I_ SUBGRADE 4. ALL CONCRETE SHALL BE 3,000 P.S.I. POLYMERIC SAND `� `� 5' COMPACTED SUBGRADE PRINT NOT FOR SECTION VIEW PLAIN BUTT JOINT W W COMPACTED SUBGRADE (AS1M C33) COMPACTED SUBGRADE III= 157 STONE ASPHALT PAVEMENTJ PROOF -ROLLED PROOF -ROLLED � I"", (REFER TO SPECIFICATION =III -III=, I�-I II= GEOIFXTTLE FABRIC (TRENCH ONLY) CONSTRUCTION (REFER TO SPECIFlCA110Ni SECTION 321416) SECTION 321416) i NOTES: 6" PERFORATED HOPE PIPE SURFACE OF PAVEMENT PLANK PAVER LAYOUT SLAB PAVER LAYOUT 1. STYLE NAME. PLAYGROUND GRASS EXTREME" by 2 (CONNECT TO STORM DRAIN) SECTION (NTS) BELGRAD: MELVILLE PLANK PAVER BELGRAD: LAFITT GRANA SLAB FOREVERLAWN (OR APPROVED EQUAL). 800-992-7876 /" PER FT. . JOINT SEALER STD. 4" SIDEWALK SLOPE 1 41/8" RAD7 NOTES, 2. TWO YARN SYSTEM: d 4.• .. ' : 1. BRICK OR CONCRETE PAVERS SHALL HAVE A SRI OF 29 OR GREATER. 21. DUAL PRIMARIES POLYETHYLENE w/HEAT BLOCK SURFACE OF GUTTER :; : °.:.' •; ° PAVER LEGEND 3-PIECE MODULAR SLAB USING PATTERN. A 21.1. COLOR. RELD/LIME GREEN 1/8" RAD. 2. PATTERN: SEE DETAIL TYPE-1 7-1/2 x 15-3/4 2.1.2. YARN COUNT: APPROX. 8,04011 ICI ICI I I I=I I " 3. PAVERS SHALL BE SUBMITTED TO ARCHITECT AND LANDSCAPE ARCHITECT FOR APPROVAL. 2.1.3. PILE HEIGHT 1 1/4• 12 TYPE-2 5 x 19-11/16 3. TOTAL YARN FACE WT.• 50 OZ./SQ YD `� - -I I �- Y•. d 4. CUT PAVERS AS NEEDED. 4. TOTAL PRODUCT WT.115 OZ./SO YO COMPACTED 5. CONTRACTOR TO DEVELOP AND SUBMIT PLAN OF PROPOSED PAVER LAYOUT PATTERNS FOR 5. TUFTING GUAGE.• 3/8" JOINT FILLER FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PAVER COLOR: BLUESTONE PAVER COLOR: SAVANNAH 6. BACKING: 3-LAYER WITH GEOTEX LAMINATE SUBGRADE 6„ Z SEAMING. MICROMECHANICAL BONDING TRANSVERSE EXPANSION JOINT 6. PREVENT CUTS LESS THAN 1/4 OF A BLOCK. 8. ROLL WIDTHS: 15, SECTION OF SIDEWALK ABUTTING PAVEMENT 9. INSTALLATION: PER MANUFACTURER'S RECOMMENDATION ASR REVIEW #4 CONCRETE SIDEWALK (ONSITE) N.T.S PRE -CAST PAVERS N.T.S SYNTHETIC TURF N.rs SLEEVE TO BE FILLED WITH NON -SHRINK GROUT VARIES AND BE FLUSH TO 12" SEE STAKING PUN FENCE POST FINISH GRADE SIGN 2875" OD 2 1 2" POST TOP " 2 1/2" CL OF WALL mmi HINGE POST �i POST TOP 1 VARIES, SEE STAKING PLAN GALE POST INSTALL POST IN TOP OF SECURE 1" I LATCH POST 2875, OD CONCRETE WALL OPEN SIGN NOTES: BLACK WNYL COATED HINGE POST r4 SEE STRUCTURAL DRAWINGS GATE 18" 1. WHITE SIGN WITH BLACK LETTERS. Z CHAIN LINK 3" NLINK K WNYL COALED 4" X 4" TIE BACK POST 2. SIGN TO BE BOLTED ON U-POST. FABRIC •_ I 3-1/2" DIA. TO 3. SIGN TO FACE INWARD TOWARD ASPHALT/GATE. o a FULCRUM LATCH GATE FULCRUM LATCH "� PVC OR STEEL SET 2 FROM EP IN CONC. 1 z W STRIKE STRAP POST W/ STRIKE STRAP SLEEVE. FOOTING (TYP OF 2) POST Y SLEEVE INSTALL TO .:: '., T y 2• 2• (50MMJ " "' BETWEENDTRADES. VISITOR VISITOR VISITOR RESERVED i 7" DIA. X 5/16" THICK, GREASED W SO GATE FRAME 01 SO GATE FRAME STEEL PIPE INSIDE 6" DIA STEEL PIPE PROVIDE HASP TO y (TYP 4 SIDES) (TYP 4 SIDES) Ali PARKING PARKING PARKING PARKING WITH 7" DIA. WELDED CAP (TYP OF 2) GALV. STEEL HINGE LATCH HOLD GATE OPEN = " / ATTACH GREASE FITTING TO OUTSIDE PIPE (SEE BELOW) w 12 �► 7 Z 52 TENSION BAR TENSION BAR N I I HSS 2-1/2" X 2-1/2" X /14" 7 (TYP 4 SIDES) (TYP 4 SIDES) II cn GALV. 3-LB U-CHANNEL POST z NOTES: I I I I WELDED TO TIE -BACK POST _E2 1�2• ALL JOINTS _E 2 112• TYPE 1 TYPE 2 I I I I ALL JOINTS 1. FENCE SHALL BE 48' TALL -SEE SPECIFICATIONS I I TYPICAL I I ; KIM TO MAKE TYPE 3 TYPE 4 WELDS 00 WELDED TO MAKE DROP BAR 2. FENCING CONTRACTOR SHALL COORDINATE WITH I I I I N A SOLID FRAME A SOLID FRAME MIN DEPTH WIDTH 12" o N I I uj LOCKS PROVIDED I I MIN DEPTH WIDTH WALL CONTRACTOR PRIOR TO CORE DRILLING BY OWNER HOLES FOR POSTS. BOTTOM OF SIGNS I I I I IN: 36' 4 x POST WIDTH " IN: 36' 4 x POST WIDTH W/ 2 1/2" x 114" I I I I 12'-0 GATE ELEVATION STUD H.D. GALV. I I " I I 4'-0" & 5'-0" GATE ELEVATION 3 SEEINFSPECRMA IFICATIONS FOR ADDITIONAL FENCE R7-8 OR R7-8A HSS 2-1 2 X 2-1/2" X /14 TOPFINISH GRADE OF CURB OR PROVIDE CHAIN FOR ADDITIONAL LOCKING I I 18" I I 2' FROM BOC OR AS OPTION. 1/2" GRADE 43 HOT -DIPPED I I Fbsr TOPBLACK VINn LINE PO4. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS BUS Q GALVANIZED STEEL CHAIN. I I RAD ENo g CHAIN LINK COALED Loop CAPP FOR ADDITIONAL REQUIREMENTS. REQUIRED FOR FOOTING ir DER POST PARKING FABRIC 5. FENCE COLOR: BLACK �1 I •.. :1 f ., RAIL TIE R(15/e') OD PERFORMANCE SAFETY STRIPE TAPE, 3-IN CORE, ' : •I I': ` "-`1 o (OM) T BLACK & YELLOW DIAGONAL STRIPE PATTERN ''1 I.� ::`' 1 F'••° 5" DIA X 5/16" THICK �:.'I I:: •: I I;'' ° 12 + Q STEEL PIPE SET IN 1.66, (t s/B') OD •••','L -I, . •. :� ' L �I; : * '�rl • . J �.` ' I- of BRACE RAIL FOR 6' OR OVER N HEIGHT •..4 ... 3,000-PSI CONC FOOTING •''>• •'r..: • •. :':' . • •: ~..:• O � W T I ' _ eorraMl sEl cE 1.66• (1 5/8') OD ETD h COMM POST TOP . R)P : BOTM111 FABRIC _LA a C/) C�l CQmm Z A °mn NOTES: NOTES. NOTES: j E Q ",1 1. RECEIVE AND USE ACTUAL PRODUCT TO MARK HOLES ON PAVERS BEFORE DRILLING. 1. PREPARE HOLE AS SHOWN. to - t)-,"' 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS L.L.1 � w o 2. REFER TO THE SITE PLANS FOR FINALHEIGHTS OF THE FLAG POLES 2. ALIGN ANCHOR HOLES AS CLOSE TO THE CENTER OF PAVER AS POSSIBLE. 2. INSERT ANCHOR RODS PROVIDED INTO HOLES AT END OF EACH POLE. 0 m cwcto J. THE FLAGS SHALL BE NO LARGER THAN 4'X8'. EMBEDDED MOUNT. 3. USE NON CORROSIVE FASTENER PROVIDED OR RECOMMENDED BY MANUFACTURER. 3. PLACE RACK/POST INTO DUG HOLES AT SPECIFIED MANUFACTURE'S HEIGHT. a ~ x fii -11 w q..VV 1. THREAD ANCHOR RODS INTO BIKE RACK. 4. FASTENER MUST BE LONG ENOUGH TO BE FULLY EMBEDDED 2 INCHES MINIMUM INTO 4. POUR ANCHORING CEMENT. V 'A ci CONCRETE FOOTING. 5. ADJUST RACK/POST SO THAT IT IS PERPENDICULAR TO THE GROUND. BRUSHED ALUMINUM FLAGPOLE z 2. SET UNIT IN POSITION AND MARK HOLE LOCATION. E2 a 3. MOVE UNIT. DRILL HOLES TO 4" DEPTH, SEE MANUFACTURERS INSTALLATION GUIDE. SITE BENCH/TRASH RECEPTACLE ALUMINUM FLASH COLLAR Q W ( SITE FURNITURE POST 4, AS SPECIFIED PETOSKEY, LANDSCAPE FORMS) 4. CLEAR HOLES OF DEBRIS USING COMPRESSED AIR AND WIRE BRUSH. SEE SPECIFICATIONS 3000 PSI CONCRETE TRASH RECEPTACLE SHOWN FOR REFERENCE AS SPECIFIED: SEE SPECIFICATIONS5. TEST FIT UNIT IN POSITION TO BE SURE THREADED RODS ARE NOT RESTING ON THE DRILLED HOLES ENSURE MOUNTING HEIGHT MEETS LIMIT OF OBSTRUCTIONS HARDWOOD WEDGES Q •a A. MANUFACTURER'S RECOMMENDATIONS c 6. FILL HOLES WITH RECOMMENDED AMOUNT OF ANCHORING ADHESIVE/EPDXY. ' 12706" 3,000 PSI CONCRETE ° Z SET UNIT IN POSITION. `� NON-COROSIVE FASTENER DRILL HOLE AT LOCATION OF BIKE RACK AND/OR DRY SAND TIGHTLY TAMPED - AFTER ALIGNING POLE a `Y ° °° ' 14"X36 X31" LOOP BIKE RACK BY 3'O' _ _ THROUGH PAVER, SIZE AS SPECIFIED BY FURNITURE POST AS APPLICABLE 8. WIPE AWAY EXCESS EPDXY BEFORE IT CURES LANDSCAPE FORMS, ALUMINUM MANUFACTURER. FASTENER MUST BE a. a CASTING, LANDSCAPE FORMS EMBEDDED A MINIMUM OF 2' INTO a • ' a 36 ha" PANGUARD II" FINISH " CONCRETE FOOTING BRICK OR CONCRETE PAVERS AS INDICATED o a ° a (2) BIKE CAPACITY, EACH RACK 2 -0 IN PLAN FOUNDATION SLEEVE - 16 GA. ~' PER UNIT PAVER DETAIL nl HOT DIP GALVANIZED STEEL ° v 24"x24"x6" 3,000 PSI CONCRETE Q ad• AT LOCATION OF BENCH LEG AND/OR Z PER UNIT PAVER DETAIL " ' .w. • o TRASH RECEPTACLE AS APPLICABLE ° >• z " to GROUND MOUNT FASTENER LOCATIONS Of �. =o •:. a � � PER UNIT PAVER DETAIL Q v a < a 5" CONCRETE BRICK OR CONCRETE PAVERS AS INDICATED U IN PLAN 2 .`.b,.h C°<-Y'..•.G t; ..;..{a;r. ,. ?,so- ••r; o. .,."a:: _ .,�: :t.x .: ,x.•r. �,.n >>•: STEEL CENTERING WEDGES : ° SAND -SWEPT JOINTS .,ti': ' ��y '^ 'G` >> t `a: •;:. ::�:' c : s'.r:;;c .. . ^ r. .•,,� 5 ° e. O - -F 2-IN COMPACTED SAND A. Z a • - SETTING BED (MIN.) 1/4" STEEL BASE PLATE a• 8 ,'° to da DIA - DRILL HOLE 4' DEEP - - - - -JA 5" THREADED ROD BY LIMIT OF OBSTRUCTIONS � _ r„ ••` .hL, .,y.4s'�": `er":t. :a{.r, ^.YL •t:^.. r,':„,:s:� .. .iy, ..�... :Y�,`�. ' �-III-i i i-� _ - 1 4 STEEL SUPPORT PLATE MANURACTURER Ttt. �• w x,a •s i i :.;,, _x `; `� k. I I I III I -III -III -I I I I I I I I / SECTION PLAN : r , WELDED TO GROUNDING SPIKE d a ;w. ' ° . 2"• MIN. '.: e:y °'> I _I I I-i i- I N .G . COMPACTED SUBGRADE WLU 16" w 4' VII " ANCHOR ROD THRU HOLE U (SUPPLIED BY MANUFACTURER) co Cn w A 30 6" COMPACTED ABC =II I, i i I I M I M I I �; � I I M I I i W o Lu _III -III I -I Co = FLAG POLE BASE DETAIL N.T S. LOOP BIKE RACK BY LANDSCAPE FORMS N.T.S `COMPACTED SUBGRADE SECTION W W NOTES SECTION z z W +/- 7'-0" 1. CONCRETE SHALL BE 4,500-PSI 0 28 DAYS. a 0 6" 6 ' 2. INSTALL A 3-IN PVC DRAIN THROUGH THE CD 6" MIN. WALL WITH WASHED STONE BACKFILL AT EACH (TYP) LCORNER OF THE OCATION IN THE PFIELD WITHOTHE I ENGINEER. CT SITE BENCH/TRASH RECEPTACLE ON UNIT PAVER N. T.S SITE FURNITURE POST IN GROUND MOUNT WITH UNIT PAVER- T 1 • MATCHING CONCRETE AGGREGATE PANELS 18" C h CI rl I e Picnic Table, 67in, Surface Mount, No Hole Date: 10/16/2012 ADDRESS TO BE PROGRESS PROVIDED BY OWNER :. • 2" PL 1/4" x 2 1/2" x 6" (RECESS) Product Drawing www.landscapeforms.com Ph: 800.521.2546 COLOR: SELECTED BY ARCHITECT W/ 2 1/2" x 1/4" STUD H.D. GALV. LETTER STYLE: Helvetica or Universe G PRINT NOT FOR 1" 5" 2 •� ^ - - - - - o * UNIT MUST BE SURFACE MOUNTED LETTERS SHALL BE PL. 1/4 x 5 x 5 H.D. GALV. o. 1 CONSTRUCTION INSTALLED ON EACH 1/2" CAULK JOINT " I �o I [1702 ] SIDE OF SIGN.'3T MILLBROO 5" `" p9 ' ^ I 67" 1" DEPTH RECESS FOR LETTERS - CUT LETTERS SHALL BE BRUSHED 3„ N SMOOTH FINISH I ' ' I PERFORATED [38 ] [978 ] ALUMINUM I SEAT PANEL 1 1 /2" 38 1 /2" COLOR: SELECTED BY ARCHITECT 6" MIN - LETTER STYLE: Helvetica or Universe 4„ DOLE SCHOOL _ _ _ _ ..... (T�) 18" x 1 " DIA. THREADED ROD, o _, WATERPOOFlNG MEMBRANE CAST IN SMOOTH FINISHED CONCRETE 4„ 2 12" O.C., PANELS SES MIN. f 0' a I - PAINTED DARK GRAY \�\�\�\� 1 p i = __ �' = DRAINAGE PANEL SOINSLID TABLETOP ao SLOPED GROUT BASE DI I = _- I [853 ] [1698 ] [464 ] 30' EXPOSED CONCRETE AGGREGATE 8" FT „ (NON SHRINK) I 11 - - - 33 1 /2" 66 3/4" 1 _ 8 1 /4:: 1 I I I I 1.FT -I I I I I I L- I - - 4" PERF DOUBLE WALL HOPE PIPE if 2" DIA. SLEEVE W - - I - - - IN 157 WASHED STONE. ASR REVIEW #4 NON -SHRINK GROUT �YP) - [308 ] 4 3 8-16 X 1-1 2" STAINLESS STEEL HEX HEAD CONCRETE FOOTING - _ _ = 121/4' () / / c I I I I 3000 PSI ® 28 DAYS '� _ _ _ -° - - - - -° - ° - - - - °- 111 _ = SUB -DRAIN, SEE FRENCH DRAIN DROP -IN ANCHORS INCLUDED. SEE 959 COMPACTED SUBGRADE L J L J � _ _ = DETAIL THIS SHEET. CONNECT TO 1� Drawing: CI220-01 INSTALLATION GUIDE FOR MORE INFORMATION. a - #5 REBAR = = NEAREST STORM DRAIN STRUCTURE • ••••'••••'.••,'• g' ELEVATION (EACH SIDE ----------- -- I Dimensions are In Inches [ ] - - mm INCLUSION OF THIS SIGN IN THE SITE PLAN g�F0q4. REBAR - - - - - - - - - - - - DOES NOT CONSTITUTE APROVAL. SIGNS ARE 24 CONTINUOUS -I I- _ _ _ _ _ _� [1660 ] CONFIDENTIAL O FDENTI E DRAWINGIS INFORMATION TCONTAINED ON TAINE ONHEREIN PECIFYINE PROPERTY ROLANECAPE OF LANDSCAPE IP DUCTSSANDNC. SUBMITTED, REVIEWED AND APPROVED UNDER I 1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1-1 1 1-1 1 I -I i , 65 1/4" THEIR DIRECT CLIENTS. DRAWING IS NOT TO BE COPIED OR DISCLOSED TO OTHERS WITHOUT THE CONSENT A SEPERATE PROCESS. 4" 8" 18" ==j OF LANDSCAPE FORMS, INC. ©2013 LANDSCAPE FORMS, INC. ALL RIGHTS RESERVED. SCHOOL IDENTIFICATION SIGN (PERMITTED SEPARATELY) N.T•S CONCRETE SEA TWALL N.T.S NOTE 18" 1. CONCRETE BLOCKS SHALL BE 4000PS1 CONCRETE CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL TO LANDSCAPE ARCHITECT PRIOR TO FORMING. ' 4000 PSI CONCRETE WALL (SEE 4.37' ° SPECS FOR FINISHED) 2. EXPANSION JOINTS SHALL NOT EXCEED 20/LF. 3. CONCRETE BLOCKS SHALL BE PITCH TO PREVENT PONDING.Cn 1.25 ELEVATIONS N 4. ALL REBAR SHALL BE 14. (SEE GRADING SETS) SIDEWALK I I I I I I I I SIDEWALK 5. CONTRACTOR TO SUBMIT SAMPLE OF GRANITE COBBLE AND STONE DUST FINES. PED-XING LU FLUSH MOUNTED LED LIGHT FIXTURE (SEE ELECTRICAL PLANS FOR / MODEL# AND CONNECTIONS) ~ ~ J ......... _ I 1.0 ELEVATKNS ® 3/4' - 1' STONE DUST ~ M 'CAI ~ / (SEE GRADING SHEETS) I � ® JOINTS � X C4ENTER GROVES 03/4' ON 2 Q / WALL -MOUNT LINT SER BACKLESS 1.33' "' WALL -MOUNT SER BENCH `� .._. TREE (SEE LANDSCAPE PLAN) � G) (SEE SPECS FOR MATERIALS AND :,,:;..>� • ».•,<;,, y; .•• a,. 3/4"RADIUS � FINISHES) �,' _�� , `,, • `• *. , :. TREE STAKES le (SEE GRADING SHEETS) '> w! a 4 „.T ra= :• t" C`:';iw: `>'a{' ::i,•'r:.:'i' ; .•'i• , LNVCOMPLICAIED STUNS �M1 •• ' .::t.. •,i AROUND TREE: SIDEWALK SIDEWALK LO N NOSING DETAIL LJ.I ® ® GRANITE COBBLESTONE PAVER ^ N NOTES: C:) >_ V 1. HI -VISIBILITY CROSSWALKS SHOULD ONLYBE USED AT CROSSINGS U Z WHERE THE INTERSECTION IS SIGNALIZED OR UN -CONTROLLED BY I m + ANY TRAFFIC CONTROL DEVICE (e.g. STOP SIGN). J NOTE.- 24" MINIMUM O 0 24" WHITE 2. THE CROSSWALK LINE SHOULD BE PLACED AT THE ANGLE OF THE I I 1. CONTRACTOR SHALL STAKE OUT AND CONFIRM ELEVATIONS PRIOR TO co CROSSWALK TRAVEL LANESAND TRAVERSE THE PEDESTRIAN CROSSING. O 3919 3919 39A 39A CONSTRUCTIONS � LINE = W I I P. 3. A CROSSWALK LINE SHOULD BE PLACED TO AVOID WHEEL PATHS. J 2. CONTRACTOR TO PROVIDE SHOP DRAWING FOR ALL CONCRETE WALL TO DESIGN M � THIS IS IDEALLYDONE BY CENTERING THE LINES AT THE EDGE OF M I TEAM PRIOR TO CONSTRUCTION. m 0 6' M I N. WIDTH i� EACH TRAVEL LANE AND IN THE CENTER OF EACH TRAVEL LANE DUE W c D TO VARYING LANE WIDTHS THIS IS SOMETIMES NOT POSSIBLE. 3919 J. MAGLIN MLB72OBL BACKLESS WALL MOUNT BENCH TO BE INSTALL PER A m m � GRANITE COBBLESTONES _ MANUFACTURES RECOMMENDATIONS BENCHES SHALL BE E-COATED RUST PROOF � W - m C 4. PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK � •. I STEEL AND STAINED IPE SLATS WITH A PENETRATED SEALER. STONE DUST FINES N D ;z LINE. STOP BARS AT SIGNALIZED INTERSECTIONS SHOULD BE J Q O Z N y COORDINATED WITH THE CITY OF RALEIGH TRANSPORTATION 4. ALL REBAR SHALL BE 4. 3 3 1 CONCRETE SIDEWALK O O W > 1"I OPERATIONS DIVISION OR AS DIRECTED BY THE ENGINEER. 5. CONTRACTOR SHALL PROVIDE 1 GAL. ATTIC STOCK' PF PENETRATING SEALER Ul C z o x 5. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE TO THE OWNER. e . ° v . D G) LATEST CITYOF RALEIGH STANDARD DRAWINGS. Z 4 r O 1.25 ELEVATIONS 6. SEE ELECTRICAL PLANS FOR ALL WALL MOUNTED LIGHT CONNECTIONS. °p 4.4 :v :a • -4. = I (SEE GRADING SHEETS) _ III - I J - 1-III 111-1 = - _ = 111- t� \ Sm(sEE DETAI NEW LAW°: ,y .a e . "v I ; , I I 1 I; 3.65' °, 00 I I -I - - - - III- Cn t� I I v,' v ° -III _ _ __ __ ICI I 1.0E GRADING SFIE£15) _ _ _ _ _ - NOTE LU W v/ _I 11_I I I ' I I I_I I I -I - 4 • ° _ =I I I I I I -I i I -I I III: I -III -III ' ' 1 1. 1" STENCIL WIDTH. STENCIL SHALL NOT EXCEED THE L� \ I 1-III-� -1 1 1-1 1 1 111-I 1 III 111- 1 i 1 14 REBAR CONTINUOUS COMPOST / TOPSOIL DEPTH OF A INCH INTO CONCRETE SIDEWALK. a r ao 1' 4000 PSI CONCRETE TREE ROOIBALL 2. THERMO PLASTIC CROSSING STENCIL SHALL BE PAINTED 00 \ I TOPSOIL WITH THE SAME PAIN FOR A TYPICAL CROSSWALK. PAW SHALL BE COMPLETELY SOLID WHITE (SEE GRADING SHEETS) PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION Mi IIAGLIN UL9720BL BACKLESS WALL -MOUNT BENCH 21.25" (SEE SPECS FOR MATERIALS AND FINISHES) PROVIDE 1.5" DEPTH OF MULCH 20' TYP. WALL MOUNTED LIGHT FIXTURE GROUND COVER (SEE 70" TYP. 8"O.C. LANDSCAPE FOR PLANT TYPE) 8' DEPTH OF TOPSOIL 12" I Z5' TYR 35" TYP. ---- PLANTING BED EDGE - SEE DETAIL SHEET COZII :' ..... CONCRETE SIDEWALK • . I F•................. :.::. ao I t...................... 'r ELECTRICAL PULL BOX °• ....... ..... ............................................ ...... ..... ..... e, ................................. :.: ::.:: :.... ELECTRICAL 4 ° ° ... ° s . (SEE PLANS) 3 n• , , Q ° . -_.........:::.:.:::..�. .�..�: 4a co •4 °. .e s ............................. �;•.......................................... ... n N 4 e 'a A. e. A ........::. W. :• :• :• :• :•::• :• :• A : a 6 4. n� 4 4. . ____ ____________________________ _________ ____ _ ° 4 i •s . .I � ____ ____________________________ •..,,..;,...,.�.,.�., _v_ _ � �� ' °' n 4 ... n •4' •. a •, ° tC- . 1� B, 2" TYP. 14 REBAR (SPACE 12"O:C:) - - - - I. � A. CIVIL/SITE DETAILS 4000 PSI CONCRETE FLUSH MOUNIED LED LIGHT CONCRETE FOOTING KEY PX NSEFOR CONNECIION) ' (2'NIDE X 1' DEPTH) d MAGJN ML072OIX BACKLESS WALL -MOUNT SER 4" 8" 18" 18" �` ABC BASE BENCH COMPACTED SUBGRADE TE(SEE SPECS FOR MAMMALS AND FINISHES) WILDCAT PAW STENCIL AND THERMO PLASTIC CROSSING 07n06 NEW ASPHALT SURFACE COARSE 12" MINIMUM EXISTING PAVEMENT EXISTING PAVEMENT EXISTING SUBGRADE I-O" "-UNDISTURBED COMPACTED 501 L FILL IN G" LIFTS PIPE REFER TO W-3 NOTES: 1, THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROPRIATE SAW CUT MACHINE. 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY OF AT LEAST 9517c) OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AA5HTO T-33 AS MODIFIED BY NCDOT. 3, THE FINAL P OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 1 00% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AA5HTO T-80 A5 MODIFIED BY NCDOT. 4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED, 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 2" THICK. G. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH. 7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR ADDITIONAL DETAILS. 8, NO HAND PATCHING ALLOWED, 9, PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT PERMIT, 1 911 G" OPERATION NUT CL 2 1 /2" NATIONAL STANDARD OUTLET THREADS THRUST BLOCKING TEE INTERSECTION a �o ac � O � THRUST BLOCK z AKEA 0 -a o � , O O NOTES: rn 0 C fl C n � rn 1. CONCRETE SHALL BE 3000 PSI z O z n z 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF z O GJ MECHANICAL JOINT FITTINGS, U) G r 3. TRENCHES SHALL CONFORM TO STANDARD DETAIL rn W-3. (� 4. SEE STANDARD THKUST BLOCK TABLES, W- 10 THKU W- 1 1, FOR AREA OF CONCRETE REQUIRED, 5. ALL BENDS AND INTERSECTIONS SHALL HAVE 03 CONCRETE THRUST BLOCKING. OOrn 03 O NOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2, NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN G" LIF S. 5, ACHIEVE 95% COMPACTION IN BACKFILL. THRUST COLLAR NOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2, NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN G" LIF S. 5, ACHIEVE 95% COMPACTION IN BACKFILL. THRUST COLLAR 7', D11 "X" BAK UNDISTURBED SOIL O00 0 0 000000 0Q0 •, '.. 00. 00 3. Q o o f ,. ,K •�d .t• �. +. o w •rti� •a�:ti•• � S•:.. w °00:. •� °o 00° 00°0 3" MIN. 'Y" BAR 3" MIN. CLEARANCE "B" CLEARANCE REINFORCING KEQUIREMENT5 I.D. PIPE REBAR SIZE X" BAR LENGTH X" BAIZ WEIGHT "Y" BAR LENGTH Y" BAR WEIGHT NO. RfQUIP.E 45 L :o •�4 :' p. a•.a e 900 BEND D I.D. PIPE "A" "D" G" - I G" I '-4" I '-7" 2" 3/8" 20" - 24" I'-4" I'-7" 3" I/2" 48" FL 00' BENDS TO HAVE BLOCKING AFFKOFKIATE BACKFLOW a PREVENTION DEVICE Nz � O rn O D F_ 03 a 701 rn n 7 O —rn 00 z K O O C rn CFO _ z C �n O z rn rn �Orn m PROPERTY MINIMUM 30" HORIZONTAL CLEARANCE LINE FROM ANY OBJECT. FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED TOWARDS FIRE TKUCK ACCESS, TRAFFIC FLANGE BETWEEN 2" - G" ABOVE GRADE SIDEWALK CURB AND GUTTER PAVEMENT VALVE BOX �� G" GATE VALVE CONC, THRUST COMPACTED BACKFILL BLOCK N (TAMPED IN G" LIFTS) G" MIN. BRANCH PIPE MAIN RESTRAINING GLAND5 -3"K x I'-3"x 4" THICKE5TKAINING GLANDS 7 CU. FT, CRUSHED STONE MIN. �UNDISTUKBED EAKTH. NOTES: I . FIDE HYDRANT SHALL BE A5 MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, MOH, WATEROU5, CLOW, EAST JOKDAN IRON WORKS, OR US PIPE. 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWAC 1 50-JC 3. 6" GATE VALVE SHALL BE AWWA C500-B6 OPEN LEFT 4. STEEL KOD5 AND BOLTS SHALL BE 4" HOT DIPPED GALVANIZED 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL P051TION RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE INSTALLED NO MORE THAN I O' FROM HYDRANT AND POURED IN CONCRETE. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY OTHER WORK CHANGES THE GRADE OF THE FIRE CITY OF RALEIGH HYDRANT, THE PERSON RESPONSIBLE FOP, THE WOKK 15 RESPONSIBLE FOR DEPAKTMENT OF PUBLIC UTILITIES ADJUSTING THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. STANDARD FIRE HYDRANT INSTALLATION DETAIL DWG. NO, REVISIONS DATE REVISIONS DATE ADD 4-G-04 PAP 2117l09 W-4 DHL 2114106 DOGHOUSE 211W x 1 (5"H DOGHOUSE NOTES: 1) KEINFOKCEMENT: #4 @ G" OCEW 2) CONCKETE: 4,000 F51 @ 2B DAYS 3) G" OF #(;7 STONE SHALL BE PLACED IN BOTTOM OF VAULT 4) METER FLANGE SHALL BE PLACED 42 " BELOW FINISHED GRADE 3/4" STEEL RODS (TYP.) TO BE HOT DIPPED GALVANIZED F� D.I. PIPE I NO FLANGE ON HOUSE D.I. TEE SIDE, MIN. 9" OF PIPE INSIDE METEK BOX GATE VALVE o° All o FLANGED COUPLING ADAPTER IF NEEDED FL.x FL.x FL.x TEE METER AND TEE TO BE INSTALLED BY CITY NOTES 1) DOMESTIC METERS ONLY 2) ALL FITTINGS AKE TO BE MECHANICAL JOINT 3) BRONZE 5TKAINEK5 SHALL HAVE NON-THKEADED BOLT HOLES. TKAFFIC KATED ACCLS5 DOOR W/ SLAM LOCK CAST INI TI P ALL BELL D.I. 90' BEND BYPASS TO BE GATE VALVE NODDED TEE TO z TEE FROM SUPPLY UNE rn SHALL BE SAME 517E _jL AS SUPPLY LINE GATE VALVE 0 ° BRONZE STRAINER METER OPENING 4" METER 28" B" METER 3J" G" METER 35" PLAN VIEW MIN. FIRE DEPARTMEA (SEE LOCAL MUD 5" IN, 2 2' NOZZLE5 W/ A,TIONAL STANDARD TH READ5 NOTE5: 1. ALL PUBLIC FIRE HYDRANTS IN THE CITY OF RALEIGH AND THE MERGER TOWN5 OF GARNER, ROLE5VILLE, WAKE FORE5T, KNIGHTDALE, WENDELL AND ZEDULON 5HALL BE PAINTED CHROME YELLOW WITH HIGH REFLECTIVE ALUMINUM 51LVER CAP5, DONNET5 AND OPERATING NUTS. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES RALEIGH, GARNER, KNIGdTDALE, ROLE5VILLE, WAKE FOREST, WENDELL * ZEBULON STANDARD FIRE HYDRANT WITH 5" 5TORZ PUMPER NOZZLE DWG. REVISION5 DATE REV1510N5 DATE NO. MAB 6-30-16 W-5 REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS BASED ON TEST FKE55LJKE OF 200 P.5.1, ALL AREA5 GIVEN IN SQUARE FEET. Q �� p° ? �� \ O 1k O O Q° 0 � C� � � C� � � m Q C� �� C� �� 00 � � �� =O 'v �� p O �� Q , Q v� p� °O p° 6" 1 1 1 /4° 1, 1 08 1 1 1 1 1 1 2 1 22 112' 2,207 1 2 2 1 1 1 3 1 45, 4,328 2 3 3 1 1 2 5 1 90, 7,99G 2 4 5 I 1 2 8 1 PLUG 5,655 2 3 4 I 1 2 G I 1 1 1 /4, 1,970 1 1 2 1 1 1 2 1 22 112' 3,922 1 2 3 1 1 1 4 1 45, 7,G94 2 4 5 1 1 2 B 1 90, 14,215 4 8 9 2 2 4 15 2 LUG 10,053 3 5 G 2 2 3 10 1 1211 1 1 114° 4,433 2 3 3 1 1 2 5 1 22 112' 8,62G 3 5 G 2 2 3 9 1 45, 17,312 5 9 1 1 3 3 5 16 2 901 3 1 ,983 8 1 G 19 4 4 b 32 4 PLUG 22,G 10 G 12 14 3 3 C, 23 3 1 6" 1 1 114' 7,881 2 4 5 1 1 2 B 1 22 112° 1 5,G9 1 4 B 10 2 2 4 1 G 2 45, 30,770 8 1 G 1 9 4 4 6 31 4 901 56,8G 1 15 29 35 B B 15 57 G PLUG 40,213 10 1 21 25 1 5 1 5 10 1 41 5 REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90' TO THE THKUST VECTOR. USE G" - 90 BEND VALUE FOR HYDRANTS FOR ADDITIONAL DWG. NO. SAFETY FACTOR. W_ 1 CITY OF RALEIGH DEPAKTMENT OF PUBLIC UTILITIES THRUST BLOCKING DESIGN QUANTITY TABLE REVISIONS DATE REVISIONS DATE W.C. G-23-99 12"x6' RED REFLECTIVE SIGN FD V WITH II IN WHITE LETTERING AND WHITE BORDER. (EACH SIDE OF POST) I1i1�7j� D GRADE EEP CONC `ING SIGN LOCATED NEXT TO FDIC 0 co 12'x6" RED REFLECTIVE SIGN / WITH "FDC" AND ARROW IN WHITE r LETTERING AND A WHILE BORDER. POST INDICATOR VALVE (SEE LOCAL MUNICIPAL DETAIL) GALV. STL. POST FINISHED GRADE 3' DEEP CONIC FOOTING 'I III-12" =III=I I I I DIRECTIONAL FDIC SIGN LOCATED ON SITE NON -FREEZE YARD HYDRANT 'SIMMONS' MODEL SP813 OR APPROVED EQUAL. -CAUTION- ATTACH ALL-WEATHER NONPOTME WATM SIGN TO HYDRANT POST 18" MIN DO NOT DRINK --TOP OF SLAB OR GRADE SIGN LOCATED NEXT TO PIV ._ : i.4. t :r BURIED 24" MIN .;.,.,.,tom • - • . AR ALI III 12"x6" RED REFLECTIVE SIGN WITH "PTV" IN WHITE LETTERING AND WHITE BORDER. �►��i�7j►�1i1�� DISHED GRADE 3' DEEP CONC FOOTING co t. one Z. .. VCyqr�.�1 C) W a w 0 m��woa m,� •"'j U.�ma *1owww 2 C.� u1 9 Lo Lu H 2 O rn ~ w o U w oLu U) � _ � H W W J Z O C/) rn a PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 J V cn Lu UJ r N V� Z J = O 0 C' = W co V J J m� Q �a Z J V cn 0 W W tl) a� co PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION FIRE DEPARTMENT CONNECTION AND POST INDICATOR VALVE SIGN DETAIL N.T,S CIVIL/SITE DETAILS C07mO7 0 �J w .p. a.•y .4' A, . z _ w � {y 7 0 a• b. z U z v .o 0 �•'ao m � 0 �QN 0>� z oaU U 'N z wow N LLI NQz Q Q LL ll,l >wLL�w �>�QQ � 00�� cnQw� o LL < o z QQ oz�LL z z 0 z0 � O o0�=0 0_ � � - n z O o � w �� o C) z LID J�z�� Q � Lz�V wp� 0 Lu Qom u0 Via` z- U Z Q zQ J O Z — 0 J U Q Q I D m Z U w w U v Q= O zO o cnoo D o w w w Q�U�� z .�• z ww0�� 0 •.° U E-7 co un o ► LZ . . e: N Ln w w J e e•. � 4 g� z Q zo a O� Uz< z U z O Lu CITY OF RALEIGH DEPARTMENT CF PUBLIC UTILITIES STANDARD VERTICAL BEND DWG. NO. REVISIONS DATE REVISIONS DATE W- 1 2 ABB 4-G-04 J.F.S. 1 1- 1 -1 0 D. H . L. G-1 8-03 0 Q w 0 Oo� w O O z 0 z Oo z z � cv m cv 0 z w Ln w O APPROVED METHOD FOR EXTEN51ON OF VALVE BOX NOTE: 2'x 2'x G" CONCRETE PAD KEQUIKEU ON ALL II VALVE5. NO PRECAST CONCRETE DOUGHNUT j•�9iz" ALLOWED. oil 5 1/2"-5 5/8" 5" G 5/8,�-6 112" 10 1 /4"-11 SEE STANDARD W- 1,5 FOR COVER DETAILS. STANDARD VALVE I TOP SECTION TO 21 �BOX BE SLIDE SECTION h� DOMESTIC CASTING FINAL PAVEMENT COURSE VALVE BOX p COVrC i\ q' • - CONCRETE FAD VALVE BOX ,-,USE 5" SOIL PIPE FOR EXTENSIONS TAMFED/ , , BAC KFI LL ' VALVE WATER a o 0 MAI N STAB -IN C.I. OR D, 1, PIPE GASKET TAMFED�. BAC KF I LL NOTES: 1) VALVE BOX NOT TO CONTACT WATER MAIN 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OR GREATER. 3) FOR ANY VALVES OVER I O' DEEP, A VALVE STEM EXTENSION MUST BE USED TO BRING TO A DEPTH OF NO MORE THAN 5', EXTENSION MUST BE A MINIMUM OF I" SOLID STOCK. STANDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 LES. / BOTTOM SECTION nimum GATE / TAPPING VALVE !4 o o O Q 4 O o � � o d d� O O O �• P p v. p TOP VIEW 3000 PSI SOLID CONCRETE SHALL BE USED AS FOOTING FOR DUCTILE IRON FIFE. VALVE FLANGE M.J. FITTING n �: p .. • . t1 4 - EX15 INC-, p. R•-d Qp .Q O O •. a . y • MAIN P- TAPPING SLEEVE SIDE VIEW NOTES: 1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS, 2. SEE STANDARD REACTION BLOCK CITY OF RALEIGH TABLES, W-1 O AND W- I I FOR AREA OF DEPARTMENT OF PUBLIC UTILITIES CONCRETE REQUIRED. 4" - 24" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY DWG. NO. REVISIONS DATE REVISIONS DATE W- 14 Y.C.A. 1 2-3 1 -9 1 RRH 3-3 1 -00 D.W.C. 9-7-99 J.P.S. 1 1 -1 - 1 O 00 N WATER ,�0 7 I G 115 PLAN VIEW G TYPICAL, NOTES: ,) ALL PIPING AND FrMNGS TO BE DUCK IORN, GIZD BRASS, STAINLESS STEEL, OR ALUMNINUM 2)-W MAX. FROM FDC M APPARATUS ACCESS LOCATION 3)-FDC TO FACE RRE APPARATUS ACCESS LOCATION (DIMMY) +DO NOT BLOCK APPARATUS ACCESS TO BUILDING WI HOSE LAY FROM HrDRANr TT, FDC 5 NN�IUM DISTANCE 3 FEET BEHIND CURB, PROW FROM VEHICLES B DE HEAT AND ALARM SUPERVISION TO HOT BOX (2 CONDUITS) r)- MPLY 1NNI M PUBLIC Ui1um HANDBOOK REQUIREMENTS To FDC jr CITY OF RALEIGH FIRE DEPARTMENT DESCRIPTION: RENSIONS: DATE: DRAWING NO. FIRE PROTECTION DIVISION HOTBOX DETAIL REQUIREMENTS 5—1 06 4� 1-06 FP-27 310 WEST MARTIN ST. RALEIGH, NC 27602 CAST DATE BOTTOM VIEW lb NOTE I - "WATER" LETTERING MUST BE 1" RAISED (RECESSED FLUSH) SECTION VIEW NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST. NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS, NOTE 4 - COVER MUST BE CLASS 35 OR GREATER. NOTE 5 - COVER MUST MEET OR EXCEED AASHTO H-20 LOAD REQUIREMENTS. ALL CONCRETE PAD IIS O � n 70 � rn —zi — 0� U' rn rnQ rn 70 O �_ O G rn rn r 07 Cf1 N %� fTl TTI � N rn � O �rn oO rn � O GATE VALVE TEE \ 3/4" ALL -THREAD STEEL ROD (CUT TO LENGTH) D • ' 4 0 O 0 SEE W-10 AND W-II FOR REACTION BLOCKING CONCRETE AREA. 1'-O" M.J. NIPPLE WITH / GLANDS (MIN.) VALVE MAY BE BOLTED DIRECTLY TO TEE. ROD REQUIREMENTS NO. OF RODS BRANCH SIZE 4" 2 G" 2 8" 4 1 2" 4 1 G" G 24" G 30" 8 NOTES: 1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. 2. SEE STANDARD Th RUST BLOCK. TABLES W- 10 AND W- I I FOR CONCRETE. 3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. 4, THI5 KODDING REQUIREMENT DOES NOT AFFLYTO FIRE HYDRANTS. T METER I A. a•- ASSEMBLY Q c � APPROPRIATE BACKFLOW > �° T- Q PREVENTION ASSEMBLY �b 4.: (ABOVE GROUND ONLY) DOMESTIC LINE � d z APPROPRIATE FIRE LINE I Qeu a . BACKFLOW PRE. ASS-M. (ABOVE GROUND ONLY) a FIRE LINE '. MAIN oD IRRIGATION LINE F ABLE FDC AT BUILDING IRRIGATION TAP AT METE R1000 ANOTHER LOCATION REDUCED FRESUKE (SEE SIZE PLAN) ASSEMBLY W ASSEMBLY (ABOVE GROUND ONLY) 1, SERVICE TAPS FOR 2" AND SMALLER DOMESTIC SERVICES MAY BE BY CORPORATION COCKS. LARGER SERVICES WILL REQUIRE A TEE AND GATE VALVE OR TAPPING SLEEVE AND VALVE ASSEMBLY AND JO° BEND. 2. DOMESTIC SERVICE TAF5 SHALL BE ALLOWED ONLY ON G" OR LARGER FIRE LINES BEFORE THE BACKFLOW ASSEMBLY. 3. ONE DOMESTIC TAP PER FIRE LINE ON STREET SIDE OF BACKFLOW. 4. FIRE LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY AT ITS END TO FACILITATE FLUSHING WHEN NEEDED. 5. IRRIGATION METER SHALL BE LOCATED ON THE SIDE OF DOMESTIC METER WITH INCKEA51NG ADDRESSES. G. THE BACKFLOW SHALL BE INSTALLED NO MORE THAN 1 O' FROM THE METER IN A VISIBLE LOCATION. 7. DOMESTIC'/IRRIGATION BACKFLOW RISEK/STANDFIFE SHALL BE OF COPPER OR BRASS. 5. THE RF RELIEF VALVE SHALL BE A MINIMUM OF 1 2" ABOVE ANY MATERIAL (MULCH INCLUDED) OR GRADE. 9. A SERVICE VALVE 15 REQUIRED AFTEK THE METER BUT BEFORE THE BACKFLOW ASSEMBLY FOR MAINTENANCE AND REPLACEMENT PURPOSES. 10. THE INSTALLATION MUST ALSO MEET ALL CODE REQUIREMENTS PER THE NC PLUMBING CODE, 0.5.4 Y. RI51 NG STEM OR INDICATING BUTTERFLY VALVE FDC OUTSIDE IF THE TAP 15 TO A PUBLIC MAIN, A ENCLOSURE SERVICE VALVE MUST BE PLACED M 12" IN BEHIND THE RIGHT OF WAY PRIOR TO--V ALL 51DE5 THE BFP. 2 POSSIBLE LOCATIONS ARE SHOWN. � RPZ "'WATER VALVE THRUST BLOCKING REFER 70 W-8 WATER MAIN 1. ALL ABOVE GROUND ENCLOSURES MUST HAVE ADEQUATE DRAINAGE (TWICE THE DIAMETER OF THE SUPPLY PIPE) TO DAYLIGHT ABOVE GRADE. 2. REDUCED PRESSURE BACKFLOW PRESENTERS MAY BE LOCATED IN A BUILDING PROVIDED THERE ARE NO OTHER UNPROTECTED TAPS BETWEEN THE MAIN AND THE BUILDING. DRAINAGE IN A BUILDING MUST BE TWICE THE DIAMETER OF THE SUPPY PIPE. 3. ABOVE GROUND INSULATED VAULTS MUST BE ASSE 1060 APPROVED ABOVE GROUND ENCLOSURES. SEE GROSS CONNECTION MANUAL FOR ENCLOSURE FREEZE PROTECTION AND CERTIFICATION REQUIREMENTS. 4. RE5IDF;NTIAL LAWN IRRIGATION R.P. ASSEMBLIES THAT ARE REMOVED TO PREVENT FREEZING IN THE WINTER MONTHS MUST BE CAPPED OFF, ALL ABOVI= GROUND ASSEMBLIES, EXCEPT RESIDENTIAL LAWN IRRIGATION ASSEMBLIES, MUST BE PROTECTED FROM FROST. G. FOR ENCLOSURE DIMENSIONS SEE DETAIL W-34. 7. STEEL RODS AND BOLTS SMALL BE 3/4" HOT DIPPED GALVANIZED. 8. ALL ASSEMBLIES MUST BE ON THE CURRENT APPROVAL LIST. i PVC TO D.I. PIPE ADAPTER - uSE'FERNco couFUNG 445-401' OR APPROVED EQUAL TO SEAL. 450 PVC SADDLE PIPE CROWN MO L STAI N LESS STEEL CLAMPS BACKFILL UNDER PVC SADDLE, ADAPTOR, AND CAST IRON BEND WITH#67 STONE AS SHOWN ON 5-4. PIPE RowN ld� S� 45° 450 PIPE SPRINGLINE SADDLE INSTALLATION LIMITS CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES LATERAL SADDLE INSTALLATION DETAIL POR PVC PIPE DWG. NO. REVISIONS DATE REVISIONS DATE S-3 1 3-1 -87 RRH 3-30-00 MAIN SIZE AND PIPir SIZE I G" �r GREATER G" MIN, APPROVED BY PUBLIC G" - 1211 UTILITIES DEFT. ❑ z � o Q J Q � 0 am o ~ a w Q U z =o �a w w Z z 4 �T> � 4 >ocl/ 0 oom m \ a ~ U oo� a° ❑ O�N� zQd)� Z � Q ❑�iLo ?J3T1L1J 8 9? f1C m w NIVW?31b'M J a o ❑ U Q L) w w O oz � zo.0Q. t�N L4 �DuiJ � e. O :V- Q > a w m O � � z o mo zQ z gw � � � O Q O Q � W ❑ Q❑omz a � m u 'n LLz U + � Q �w aQ �a�0 �_ m z � a u� � � a®•;�: w U P [] Q z w > O � z � CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TYPICAL SIRE MAIN DOUBLE DETECTOR CHECK VALVE ASSEMBLY DWG. NO. RFV1510N5 DATE REVISIONS DATE W-37 Y.C.A. G-92 ABB 10-4-04 D.W.C. 1 1-3-99 D.H.L. G/IB/08 BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE ORS PAVEMENT 3000 P.S.LCONCRETE� PAD BENEATH FRAME, 4" THICK N RODDING _o MIN. 5' � <_ MIN. 5' MAX. 101 � MAX. I O' Z (� O 4' WEEPHO ujrn � 0 -Yl U � �ALVE BLOW � � � z n OFF ° � m � O O BLOCK INFORMATION SEE GALVANIZED STEEL RODS AND TI � �' DETAILS W-7, W-8 BOLTS SHALL rn > � � W-9 FORTHRUST BE 3I4" HOT DIPPED o? 0 z MECHANICAL �uj � Q7 � RESTRAINING NOTES: D rn GLAND 1) NO ROD COUPLINGS ALLOWED z � o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 ❑ z � o Q J Q � 0 am o ~ a w Q U z =o �a w w Z z 4 �T> � 4 >ocl/ 0 oom m \ a ~ U oo� a° ❑ O�N� zQd)� Z � Q ❑�iLo ?J3T1L1J 8 9? f1C m w NIVW?31b'M J a o ❑ U Q L) w w O oz � zo.0Q. t�N L4 �DuiJ � e. O :V- Q > a w m O � � z o mo zQ z gw � � � O Q O Q � W ❑ Q❑omz a � m u 'n LLz U + � Q �w aQ �a�0 �_ m z � a u� � � a®•;�: w U P [] Q z w > O � z � CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TYPICAL SIRE MAIN DOUBLE DETECTOR CHECK VALVE ASSEMBLY DWG. NO. RFV1510N5 DATE REVISIONS DATE W-37 Y.C.A. G-92 ABB 10-4-04 D.W.C. 1 1-3-99 D.H.L. G/IB/08 BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE ORS PAVEMENT 3000 P.S.LCONCRETE� PAD BENEATH FRAME, 4" THICK N RODDING _o MIN. 5' � <_ MIN. 5' MAX. 101 � MAX. I O' Z (� O 4' WEEPHO ujrn � 0 -Yl U � �ALVE BLOW � � � z n OFF ° � m � O O BLOCK INFORMATION SEE GALVANIZED STEEL RODS AND TI � �' DETAILS W-7, W-8 BOLTS SHALL rn > � � W-9 FORTHRUST BE 3I4" HOT DIPPED o? 0 z MECHANICAL �uj � Q7 � RESTRAINING NOTES: D rn GLAND 1) NO ROD COUPLINGS ALLOWED z � o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 ?J3T1L1J 8 9? f1C m w NIVW?31b'M J a o ❑ U Q L) w w O oz � zo.0Q. t�N L4 �DuiJ � e. O :V- Q > a w m O � � z o mo zQ z gw � � � O Q O Q � W ❑ Q❑omz a � m u 'n LLz U + � Q �w aQ �a�0 �_ m z � a u� � � a®•;�: w U P [] Q z w > O � z � CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TYPICAL SIRE MAIN DOUBLE DETECTOR CHECK VALVE ASSEMBLY DWG. NO. RFV1510N5 DATE REVISIONS DATE W-37 Y.C.A. G-92 ABB 10-4-04 D.W.C. 1 1-3-99 D.H.L. G/IB/08 BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE ORS PAVEMENT 3000 P.S.LCONCRETE� PAD BENEATH FRAME, 4" THICK N RODDING _o MIN. 5' � <_ MIN. 5' MAX. 101 � MAX. I O' Z (� O 4' WEEPHO ujrn � 0 -Yl U � �ALVE BLOW � � � z n OFF ° � m � O O BLOCK INFORMATION SEE GALVANIZED STEEL RODS AND TI � �' DETAILS W-7, W-8 BOLTS SHALL rn > � � W-9 FORTHRUST BE 3I4" HOT DIPPED o? 0 z MECHANICAL �uj � Q7 � RESTRAINING NOTES: D rn GLAND 1) NO ROD COUPLINGS ALLOWED z � o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 oz � zo.0Q. t�N L4 �DuiJ � e. O :V- Q > a w m O � � z o mo zQ z gw � � � O Q O Q � W ❑ Q❑omz a � m u 'n LLz U + � Q �w aQ �a�0 �_ m z � a u� � � a®•;�: w U P [] Q z w > O � z � CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TYPICAL SIRE MAIN DOUBLE DETECTOR CHECK VALVE ASSEMBLY DWG. NO. RFV1510N5 DATE REVISIONS DATE W-37 Y.C.A. G-92 ABB 10-4-04 D.W.C. 1 1-3-99 D.H.L. G/IB/08 BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE ORS PAVEMENT 3000 P.S.LCONCRETE� PAD BENEATH FRAME, 4" THICK N RODDING _o MIN. 5' � <_ MIN. 5' MAX. 101 � MAX. I O' Z (� O 4' WEEPHO ujrn � 0 -Yl U � �ALVE BLOW � � � z n OFF ° � m � O O BLOCK INFORMATION SEE GALVANIZED STEEL RODS AND TI � �' DETAILS W-7, W-8 BOLTS SHALL rn > � � W-9 FORTHRUST BE 3I4" HOT DIPPED o? 0 z MECHANICAL �uj � Q7 � RESTRAINING NOTES: D rn GLAND 1) NO ROD COUPLINGS ALLOWED z � o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 L4 �DuiJ � e. O :V- Q > a w m O � � z o mo zQ z gw � � � O Q O Q � W ❑ Q❑omz a � m u 'n LLz U + � Q �w aQ �a�0 �_ m z � a u� � � a®•;�: w U P [] Q z w > O � z � CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TYPICAL SIRE MAIN DOUBLE DETECTOR CHECK VALVE ASSEMBLY DWG. NO. RFV1510N5 DATE REVISIONS DATE W-37 Y.C.A. G-92 ABB 10-4-04 D.W.C. 1 1-3-99 D.H.L. G/IB/08 BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE ORS PAVEMENT 3000 P.S.LCONCRETE� PAD BENEATH FRAME, 4" THICK N RODDING _o MIN. 5' � <_ MIN. 5' MAX. 101 � MAX. I O' Z (� O 4' WEEPHO ujrn � 0 -Yl U � �ALVE BLOW � � � z n OFF ° � m � O O BLOCK INFORMATION SEE GALVANIZED STEEL RODS AND TI � �' DETAILS W-7, W-8 BOLTS SHALL rn > � � W-9 FORTHRUST BE 3I4" HOT DIPPED o? 0 z MECHANICAL �uj � Q7 � RESTRAINING NOTES: D rn GLAND 1) NO ROD COUPLINGS ALLOWED z � o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 zQ z gw � � � O Q O Q � W ❑ Q❑omz a � m u 'n LLz U + � Q �w aQ �a�0 �_ m z � a u� � � a®•;�: w U P [] Q z w > O � z � CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TYPICAL SIRE MAIN DOUBLE DETECTOR CHECK VALVE ASSEMBLY DWG. NO. RFV1510N5 DATE REVISIONS DATE W-37 Y.C.A. G-92 ABB 10-4-04 D.W.C. 1 1-3-99 D.H.L. G/IB/08 BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE ORS PAVEMENT 3000 P.S.LCONCRETE� PAD BENEATH FRAME, 4" THICK N RODDING _o MIN. 5' � <_ MIN. 5' MAX. 101 � MAX. I O' Z (� O 4' WEEPHO ujrn � 0 -Yl U � �ALVE BLOW � � � z n OFF ° � m � O O BLOCK INFORMATION SEE GALVANIZED STEEL RODS AND TI � �' DETAILS W-7, W-8 BOLTS SHALL rn > � � W-9 FORTHRUST BE 3I4" HOT DIPPED o? 0 z MECHANICAL �uj � Q7 � RESTRAINING NOTES: D rn GLAND 1) NO ROD COUPLINGS ALLOWED z � o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 Q❑omz a � m u 'n LLz U + � Q �w aQ �a�0 �_ m z � a u� � � a®•;�: w U P [] Q z w > O � z � CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TYPICAL SIRE MAIN DOUBLE DETECTOR CHECK VALVE ASSEMBLY DWG. NO. RFV1510N5 DATE REVISIONS DATE W-37 Y.C.A. G-92 ABB 10-4-04 D.W.C. 1 1-3-99 D.H.L. G/IB/08 BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE ORS PAVEMENT 3000 P.S.LCONCRETE� PAD BENEATH FRAME, 4" THICK N RODDING _o MIN. 5' � <_ MIN. 5' MAX. 101 � MAX. I O' Z (� O 4' WEEPHO ujrn � 0 -Yl U � �ALVE BLOW � � � z n OFF ° � m � O O BLOCK INFORMATION SEE GALVANIZED STEEL RODS AND TI � �' DETAILS W-7, W-8 BOLTS SHALL rn > � � W-9 FORTHRUST BE 3I4" HOT DIPPED o? 0 z MECHANICAL �uj � Q7 � RESTRAINING NOTES: D rn GLAND 1) NO ROD COUPLINGS ALLOWED z � o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 U + � Q �w aQ �a�0 �_ m z � a u� � � a®•;�: w U P [] Q z w > O � z � CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TYPICAL SIRE MAIN DOUBLE DETECTOR CHECK VALVE ASSEMBLY DWG. NO. RFV1510N5 DATE REVISIONS DATE W-37 Y.C.A. G-92 ABB 10-4-04 D.W.C. 1 1-3-99 D.H.L. G/IB/08 BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE ORS PAVEMENT 3000 P.S.LCONCRETE� PAD BENEATH FRAME, 4" THICK N RODDING _o MIN. 5' � <_ MIN. 5' MAX. 101 � MAX. I O' Z (� O 4' WEEPHO ujrn � 0 -Yl U � �ALVE BLOW � � � z n OFF ° � m � O O BLOCK INFORMATION SEE GALVANIZED STEEL RODS AND TI � �' DETAILS W-7, W-8 BOLTS SHALL rn > � � W-9 FORTHRUST BE 3I4" HOT DIPPED o? 0 z MECHANICAL �uj � Q7 � RESTRAINING NOTES: D rn GLAND 1) NO ROD COUPLINGS ALLOWED z � o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 BLIND FLANGE WITH 2" THREADED PLUG GROUND LINE ORS PAVEMENT 3000 P.S.LCONCRETE� PAD BENEATH FRAME, 4" THICK N RODDING _o MIN. 5' � <_ MIN. 5' MAX. 101 � MAX. I O' Z (� O 4' WEEPHO ujrn � 0 -Yl U � �ALVE BLOW � � � z n OFF ° � m � O O BLOCK INFORMATION SEE GALVANIZED STEEL RODS AND TI � �' DETAILS W-7, W-8 BOLTS SHALL rn > � � W-9 FORTHRUST BE 3I4" HOT DIPPED o? 0 z MECHANICAL �uj � Q7 � RESTRAINING NOTES: D rn GLAND 1) NO ROD COUPLINGS ALLOWED z � o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 o 00 DETAIL W-20 TO BE USED SEE STANDARD MANHOLE COVER X FLANGE PIPE: PLAIN END MJ rvoo co Co� rr rr' zi C14 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 3000 PSI CONCRETE WITH 4" THICKNESS one Z ; �ma; I C) LIJJ Q 01� oQ+WOh w (�j �mon,w�a M 0 co N Q Z J U 2 O Z LuC� W W H � � o rn ~ w o U W O Lu U) ado = � � H W W J Z ZO co �a 0 PROGRESS PRINT NOT FOR CONSTRUCTION ASR REVIEW #4 cn 0rn cn 0 V uu J r cn N V cn Z J = O = W V J J m� Q �a Z J V cn O Lu W to a� PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH STANDARD DETAILS N.T.S. ' C07mO8 FLA5TIC GREEN MANHOLE MARKER -LABELED SEWER MANHOLE, SEE NOTE 3 TEST STATION OK TEST PORT - STANDARD H2O TRAFFIC LOAD RATED VALVE BOX WITH LID LABELED "T5" AND PAINTED GREEN, PLACED ABOVE LOOP 3 FT (MIN) DOWNSTREAM SEWER OF WIRE INTO TEST STATION ---- EXISTING G ADE I 41.\ STANDARD INDUSTRIAL CRIMP (SIMILAR METAL), TYF I \I/\/ 12" HOLE NO. 12 GAUGE I I r// FILLED WITH SOLID BARE I I CONCRETE LLA COPPER TRACER WI RE, TYF I I SEWER I I Q WRAP TRACER I LATERAL I 1 WIRE AROUND I I 1 SEE CIRCUMFERENCE OF I I I NOTE 2 MANHOLE AND 5FLICE I I 1 SEWER TO TRACER WIRE FOR I I I SADDLE DOWNSTREAM SEWER I I I TAP MAIN I I I { 1 FLOW L L---------�-L- ----Sl L-----------------J SEWER NOTES: VAIN I THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT F0551BLE. FOR GRAVITY MAIN AND OR LATERAL INSTALLATIONS LESS THAN 5 FT, THE TRACING WIRE SHALL BE ATTACHED TO THE PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS. FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN 6 FT, THE TRACING WIRE SHALL BE INSTALLED AT A DEPTH OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE PERMITTED. 2. WHERE LATERAL TAF5 ARE MADE BY SERVICE 5ADDLE5, THE TRACER WIRE SHALL NOT BE ALLOWED TO TO BE PLACED BETWEEN THE SADDLE AND MAIN. 3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER OK OWNER'S REPRESENTATIVE. NEW MANHOLES U5E A BUTYL SEALANT BETWEEN FRAME AND SEE C.O.R. STANDARD MANHOLE TOF SECTION WHEN SECURING FRAME TO MANHOLE TO 5-25 FOR MANHOLE KOVIDE A WATER TIGHT SEAL. FRAME AND COVER o 4 b 2'-0" 24" MAX i• e d. •d. p. e a •d ,q - d ECCENTRIC M.H. CONE MAY BE USED ON 8" 1 0" AND 1 2" SEWER MAINS. : p MANHOLE CONE AND BARREL SECTIONS SHALL BE AS PER ASTM. STANDARDS o REQUIRED p "O" RING SEAL OK RAM -NECK d 4' 411 .4. SHELF p i:.� RUBBER BOOT SLOPE p Q .� o:'p;� `. LATERAL INVERT SHALL NOT BE GO, u n' LOWER THAN MAIN 5FKING- g'.Q LINE. MANHOLE SHALL BE 2' .Q • a a p 4 .. ° G„ ABOVE 100 YEAR FLOOD PLAIN D.:. q : ° a ^ p'• .q a..a OR SEALED AND VENT TO BE 2' ABOVE 100 YEAR FLOOD pppp pp�� 911 FIAIN. WHEN MANHOLE TOPS 00000�0000o000000000�0000000 O� ARE IN EXCESS OF 3' ABOVE SECTION A -A GRADE. OUTSIDE STEPS MUST BE PROVIDED. SEE 5TANDAKD 5-26 FOR STEP DETAIL. IN NON TRAFFIC AREAS, TOP OF FRAME AND COVER SHALL BE INSTALLED A MIN. OF ]'ABOVE A FIN15HEU GROUND SURFACE. SEE 5EWEK DESIGN SECTION MIN. 9" COMPACTED #07 STONE BASE TO BE INSTALLED UNDER NEW MANHOLE. LOCALLY AVAI LADLE SIZES INTERCEPTORS CAPACITY (GAL.) 5EFAKATOKS CAPACITY (GAL.) 300 1000 550 1200 750 IGOO 1000 1200 1500 2000 2500 3000 4000 5000 0000 8000 NOTES: BAFFLE WALL LOCATED AT A DISTANCE FROM INLET WALL 2/3TO 34 OF THE TOTAL LENGTH OF THE INTERCEPTOR OR SEPARATOR AS SHOWN ON DETAIL 5-40. BAFFLE WALLS LOCATED AT A DISTANCE APPROXIMATELY OF 3 OF THE TOTAL LENGTH OF THE SEPARATOR AS SHOWN ON DETAIL 5-40.0 I . 2. EACH INTERCEPTOR OR 5IfPARATOR SHALL HAVE INLET AND OUTLET TEE5. THE OUTLET TEE SHALL EXTEND 50% INTO THE LIQUID DEPTH. THE INLET TEE SHALL EXTEND 25% INTO THE LIQUID DEPTH. INLET AND OUTLET TEES MUST BE OPEN TO ALLOW THE COLLECTION OF F.O.G. SAMPLE. 3. ACE55 OPENINGS OVER EACH COMPARTMENT WITHIN THE INTERCEPTOR OR SEPARATOR SHALL BE 24 INCHES IN DIAMETER AND CONTAIN PICK HOLES. ALL COVERS SHALL BE CONSTRUCTED OF CAST IRON OR EQUIVALENT TRAFFIC BEARING MATERIAL. MANHOLE COVERS MUST EXTEND TO FINISH GRADE AND BE INSTALLED TO EXCLUDE THE ENTRANCE OF 5TORMWATER INTO THE INTERCEPTOR OR 5EPARATOR. 4. FULL SIZE DUAL SWEEP CLEANOUTS SHALL BE INSTALLED ON THE INLET AND OUTLET SIDES OF THE INTERCEPTOR OR SEPARATOR. 5. INTERCEPTORS AND SEPARATORS MUST BE VENTED IN ACCORDANCE WITH THE NC STATE PLUMBING CODE. 5. CONCRETE: 4000 PSI @ 28 DAYS. 7. DESIGN: ACI 3 1 8 BUILDING CODE A5TM C I G 13-OG FOR GREASE INTERCEFTOR5 A5TM C9 1 3-02 FOR WATER AND WASTEWATER STRUCTURES A5TM C690-OG FOR MINIMAL STRUCTURAL DE51GN LOADING 5. INTERCEPTORS AND 5EPARATOR5 SHALL BE DE51GNFD TO WITHSTAND AN H-20 WHEEL LOAD. 9. INTERCEPTORS OR SEPARATORS MADE OF POLYETHYLENE OR FIBERGLASS SHALL INCLUDE A MINIMUM 12,000 P51 TENSILE STRENGTH, 1 9,000 P51 FLEXURAL STRENGTH, AND 800,000 PSI FEXURAL MODULUS. I O. ALL INTERCEPTOR5 AND 5EPARATORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. D 4- 4 e tRMi T p . ' d Q > 0 p n O w a �� A SE,h,�� , a ..o o CFO SPACE Do .a a a - 3000 P.S.I. CONCRETE TYF. �. Q ' ENCASEMENT ADJUST FLUSH WITH FINAL GRADE 211 A.B.C. + PRECAST CONCRETE SPACER (DONUT RINGS) IN TRAFFIC AREAS ONLY. DONUT RINGS NOT ALLOWED IN EASEMENTS. NOTES: THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. WHERE JOINTS ARE NECESSITATED IN THE WIRE, THE JOINTS SHALL BE SECURELY EXTEND TRACER WIRE BONDED TOGETHER WITH AN AFRROVED INDUSTRIAL CRIMP CONNECTOR TO TO JUST BELOW PROVIDE ELECTRICAL CONTINUITY. CRIMPS SHALL BE SIMILAR METAL. CLEAN OUT PLUG 2. THE CLEANOUT AT THE RIGHT OF WAY AND OK EASEMENT SHALL SERVE AS THE TEST FORT WITH THE TRACING WIRE BROUGHT OF OUTSIDE THE CLEANOUT A55EMBLY w 0 z AND WRAPPED AROUND THE STACK TWICE AT A DEPTH OF APPROXIMATELY 1 2" L BELOW GRADE. CA5T IRON OF, BRONZE 3. SPLICED CONNECTIONS SHALL BE ALLOWED BETWEEN THE MAIN LINE TRACER WIRE -CLEAN OUT PLUG AND THE LATERAL TRACER WIRE. FINISHED 4. FOR NEW 5EWERTAF5 ON EXISTING MAINS VOID OF ANY TRACER WIRE, PROVIDE AN o.'. GRADE ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW TAP ON THE EXISTING SEWER MAIN.iji�i/i/�i�� PAVEMENT CURB - >•. N y ,' j. 00 o < LOOP TRACER WIRE Oz TWICE AROUND CLEANOUT CLEANOUT ASSEMBLY A55EMBLY a rn TRACER WIRE -NO. 12 D➢ z GAUGE 50LID COFFER rn z BARE WIRE O O C) rn MAIN TRACER WIRE //U FOR NEW MAIN rn O m ° _ 5EWEK 7� EXISTING LATERAL M AI N .. NEW SERVICE ON EXISTING MAIN- rn PROVIDE MAGNESIUM ANODE (I LB MIN) REQUIRED WHERE NO TRACER WIRE 15 INSTALLED ON SEWER MAIN STANDARD MANHOLE 5ECTION PAVEME^l_r nP-rinr`I 4' DIAMETEF COLLAR 0" 7 STANDARD MANHOLE FIRAME AND COVEIR 4. a • r COMPACTED BACKFI ILL rr TOTAL CHIMNEY NOT TO EXCEED I I" r FAVEMENT CURE C) 0 NOTE: THE FULL LENGTH OF THE SERVICE DITCH SHALL D c BE COMPACTED IN 0" LIFTS WITH MECHANICAL TAMP. _ ALLTAF5 WILL BE MADE USING MECHANICALTAFFING MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND --a MUST BE BEDDED IN #G7 STONE. BEDDING AND hAUNCHIN l 1 a OF FIFE BARREL MUST COMPLY WITH REQUIREMENTS OF D ➢ DETAILS 5-4 OR 5-5 ACCORDING TO FIFE MATERIAL. r Ci > rn n 8" 1 O" OR 1 2" TAFFI NG O a O � rn Z SADDLE OK IN -LINE WYE O I/I 0" OR I/5" BEND rn �j ? < _T u O Q G> ; �ujo z rn 1- T rn45° 5EWEK n EXISTING SADDLE MAIN FOR SADDLE INSTALLATION m o DETAILS, SEE STANDARD Q • ' • , DETAIL S-3 1 * S-32. CID O rn O41 FINISHED GRADE FINAL UNDISTURBED SOIL BACKFILL INITIAL BACKFILL 0 00 0 0" #07 STONE _ MINIMUM SIDE WHEN ROCK IS G" O.D. OF PIPE G° �-CLEARANCE ENCOUNTERED 2" O.D. OF PIPE -M MAXIMUM SIDE CLEARANCE NOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AKEA5, 1 2" IN NON -TRAFFIC AREAS, 5. ACHIEVE BO% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS, G. IF IN EASEMENT 4" TOPSOIL, AND 1 2" CLEAN SELECT FILL MAY BE REQUIRED. 7. NO BOULDERS 8" IN DIAMETER OK GREATER ALLOWED IN FINAL BACKFILL. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES TRENCH BOTTOM DIMENSIONS �r BACKFILLING REQUIREMENTS FOR DUCTILE IRON DWG. NO. REVISIONS DATE KEV1510N5 DATE D.W.C. 9-3-99 5-4 RRH 3-30-00 COVER 120 L55. MINIMUM 23 112" 21" BUTYL-NEK OR APPROVED SEALANT BETWEEN FRAME AND COVER NOTES: 1) ALL MANHOLE FRAMES SHALL BE DOMESTICALLY CAST. 2) FRAME SHALL BE A MINIMUM WEIGHT OF 162 L135. WITHIN PUBLIC ROW AND I GO LES. WITHIN EASEMENTS. 3) COVER SHALL WEIGH A MIN. OF 120 LB5. 4) ALL MANHOLE FRAMES OUTSIDE OF PAVED 5URPACE5 SHALL BE BOLTED TO THE CONE SECTION OK RING WITH A MINIMUM OF 4 BOLTS PER FRAME. 'SERVICE LATERAL MATERIAL AS REQUIRED w O u-} � z CAST IRON OK BRONZE -CLEAN OUT PLUG 'INSTALLATIONS BY 'UTILITY CONTRACTORS BEYOND THE PROPERTY OR EASEMENT LINE REQUIRE A "PLUMBING UTILITY" PERMIT AND ARE INSPECTED BY THE 'PLUMBING INSPECTOR. DO NOT BACKFILL FRIOR G i TO IN5FECTION. 4" D.I. OK I PIECE OF FIFE PVC FIFE MIN. GRADE I% BARREL OF FIFE BEDDING (CLASS 11, III, OR IV) MANHOLE FRAME AND COVER O r u 4 E R o QERM I T RFQ o qQ d o, sty SEWER ,��= o 0 ��d SP�cE O 1.01 EXTENSION - WITH PERMANENT PLUG CAP COMBINATION WYE AND I/B BEND (ONE FIECE) I " VENT HOLE 25 1/I G" f 23 1 1/10" - in 5/g1X3" LAGSHIELD IN HOLE DRILLED INTO CONE OR RING WITH ANCHOR5UNKTO DESIGN DEFTh, AND 3/81X3" HOT DIPPED GALVANIZED LAG BOLT AND WASHER. FINAL BAC KFI LL INITIAL BAC KFI LL SPRING LINE HAUNCH ING TAMP WELL UNDER BOTTOM HALF OF FIFE FINISHED GRADE UNDISTURBED SOIL #G7 STONE FIFE GRADE 4" BEDDING MINIMUM 51DE 0" O.D. OF PIPE CLEARANCE TYPICAL TRENCH BOTTOM DIMENSIONS FOR SDK 35 PVC GRAVITY PIPE NOTES: I . FOR TRENCHES REQUIRING 5HOKING AND BRACING DIMENSIONS SHALL BE TAKEN FROM THE IN51DE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OK BOULDERS 4" OR LARGERTO BE USED IN INITIAL BACKFILL. 3, ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 1211 IN NON -TRAFFIC AREAS. SLIP RESISTANT CLEATS 0 0 1211 ELEVATI❑N SECTION A - A )KROSION RESISTANT MATERIAL BBEK, PLASTIC 51DE ELEVATION z, 8 on Z w 1- VCyqr�.�1 C) LIrill Qy� ISO •"'j 114 � a �*1 U.0moww w 2 U rvoo uu J uu PROGRESS PRINT NOT FOR CONSTRUCTION Q z J Of U 2 O z U' W W H 2 O w o U W O H U) co _ F- Q, � W m >_ W J z p cu rn d � ASR REVIEW #4 PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS STANDARD CITY OF RALEIGH DETAILS N.rs. ' C07mO9 c/) co C�l a one Z ; m1 Cyq I C) W w� 0 m��woa = a m ' 1,03 V o rn w GRATE PER CITY STANDARDS TYPICAL MH FOR STORM SEWER a@rrh,._ USE STD. SWA0.08 OR SE-10.09 I \«�}1 B PIPE SIZE 12-24" 30-42" MH DIAMETER 4'-0" 5'-0" Th 111 ° F e C i" 1/2" PLASTER 2 B STANDARD MANHOLE A col R,� v S °p v RING AND COVER ' Q 21" 8" MINIMUM; OVER 8' DEEP, ¢ co O 12" MINIMUM UP TO 8' ° ° ° , N FROM TOP OF CURB. 0" ° . a A A 1112" °.° •� tllYYffll�*!l�G��__ o� ° 0 ° SPACE D� � � 7/e" °'° N ° D. D ° ° a O1 2 112' 3000 PSI CONCRETE ° ° ° ° ° ° ° ° ° e ° ° ° ° ° ° �p W e 3 318' 1/2" e g ° 4'-0' m D • I-� 8' ° OR 5'-0" ° Z 4' 4" Ile D 4.-0. e e ' 2 3/4" e • OR 5'-0' 6 ' SLOPE 45' o 1 1/4' ,� C ° ' C 6" THICK UP T012' DEEP D . COVER 120 LBS. MINIMUM W 3 718" m D . 12" THICK OVER 12' DEEP ° LOPE 8"!12" ° , . � • NOTES: 1 1/2" 0 1. PIPE DIAMETERLRGER USEUS 2" FOR 3000 PSI 6' 0 B A 25 1118" -I 1' Lu ~ O 2 112' � I 23 11116" � 2 MINIMUM INSIDE DIMENSION. B 3000 PSI CONCRETE GROUT � U SECTION B-B z. za" x za" CASTING WITH 12", SECTION A -A SECTION B-B OR co 15" $18" PIPE, 24" X 36" APPROVED BUTYL-NEK SE W C:) U APPROVED SEALANT Z 1�" 22" W o LLI CASTING USED WITH 24" PIPE NOTES: BETWEEN FRAME OR LARGER. IF PLACED WITHIN 2'-0" B 1. DEPTH MEASURED FROM TOP OF AND COVER to Co U PUBLIC R/W CASTING MUST BE 1' 11 314 CASTING TO INVERT OF MANHOLE.0 F- o� � TRAFFIC BEARING TYPE PER W NCDOT STANDARDS. _ `. z' 1 1la° 2. PRECAST MANHOLE COMPONENTS SHALL I' 2515116" w J 518" 1n" 7/8' 118, MEET ASTM-C-478 REQUIREMENTS. 331/4" Z Z w 3. USE 4" X 4" X 8" OR 4" X 8" X 18" o (n SOLID CONCRETE BLOCK. CAST �1 Imo- I� Y Y.. IN PLACE OR PRECAST CONCRETE TO 3. SEE STANDARD. SW-10.10 FOR MANHOLE rn a V'o (q Ir COVER DETAIL. 518"X3" LAGSHIELD IN HOLE T MEET N.C. D.O.T. STANDARDS + NOTES: DRILLED INTO CONE OR ACCEPTABLE. DOMESTIC CASTINGS REQUIRED 1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO 4. FOR STEP REQUIREMENT; SEE NOTE T A A WITHIN STREET RIGHT-OF-WAY. BE DOMESTICALLY CAST. DESIGN DEPTH, AND 5/8"X3" 2 ON STANDARD SW-10.13. H 4 112" 1 ---1 1" a• 2) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED SECTION A -A WEIGHT OF 182 LBS. WITHIN LAG BOLT AND WASHER. 4 PUBLIC ROW AND 160 LBS. T-0" - WITHIN EASEMENTS. PROGRESS STANDARD 24" X 24" DROP INLET CASTING 3) COVER SHALL WEIGH A PRINT NOT FOR CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH MINIMUM OF 120 LBS. CITY OF RALEIGH 4'-4" PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 4) ALL MANHOLE FRAMES OUTSIDE PUBLIC WORKS DEPARTMENT _ OF PAVED SURFACES SHALL BE CONSTRUCTION REVISIONS DATEBHH3 N"TOSC&E REVISIONS DATEBHn3 NOTmSCALE B REVHa REVISIONS DAM rm en BOLTED TO THE CONE REVISIONS aATE=n3 rmTTOSCALE TYPE A SECTION OR RING WITH A STANDARD DROP INLET STANDARD CLASS "A" MINIMUM OF 4 BOLTS PER FRAME. STANDARD STORM DROP INLET CASTING SECTION C-C MANHOLE MANHOLE COVER SW-10.03 sw-10.08 sw-10.05 SW-10.10 N. r.S STANDARD CITY OF RALEIGH & NCDOT DETAILS � � 6" QUALITY. MATERIAL SHALL GENERAL NOTES: STD. STEPS 1840.66 MUST BE 2" BELOW GRADE STD. STEPS 1840.66 '• PAINT. CASTINGS ARE FURNISHED 1. MORTOR JOINTS 1/2" TO 1/8" THICK. 8" B 8" MIN. 2 CLASS B" CONCRETE TO BE USED THROUGHOUTT, 6" 6" MIN. N A 8" MIN. 16" ' • - •'_ 1F- GRADE ADJACENT GROUND TO ASR REVIEW #4 PAVEMENT T' 1 - INCREASER PROVIDE POSITIVE DRAINAGE TO 3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. A `� 12 3/4" CLEANOUT IN PVMT CLEANOUT \ GRATE 12" LIGHT DUTY CAST = STD VALVE BOX SHALL BE INSTALLLED \ C INSIDE A VALVE BOX BRANCH W1E IRON DOME GRATE 4. DEDUCT FOR PIPE'S) FROM TOTAL CU. YARDS OF BRICK MASONRY. o = E p WITH SEWER OR STORM LINE ASTM A-48-83 1314 MIN. COVER AS APPLICABLE. 5. ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" = G 1 3/8" 4" MAX. ❑ ON CENTER. STEPS SHALL BE IN ACCORDANCE K17H STD. NO. 840.66. ' " `. 8• D d ASPHALT PAVEMENT INSTALLA71ON 6. USE TYPE "E", "F" AND "G" GRATES UNLESS 07HERMSE INDICATED. SECTION-YY - v d CLEANOUT SHALL BE LOCATED ON BRANCH LINE, UPSTREAM OF FITTING. Z JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE END ELEVATION -- d co 5 3/8 BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. WHERE 30" TO 36" PIPE IS USED LINE SIZE CHANGES SHALL SECTION-JJ "� 6 OCCUR UPSTREAM OF FITTING � " 8. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OR BOX, ADD TO BASE SIDE ELEVATION NOTES` (SEE UTILITY PLAN FOR AS SHOWN ON NCDOT STD. NO. 840.00. SECTION-MM PIPE SIZES) PVC INUNE DRAIN THE FULL LENGTH OF THE SERVICE DITCH 8" BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMP. 4" ROUND SLOTTED CAST IRON, 9. FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALLS. OVER 8'-0" IN HIGHT, USE 12" WALL MAIN LINE TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING 6'-07. I I I I BRASS OR CROME GRATE QUALITIES TO BE ADJUSTED ACCORDINGLY. I I I 16" PVC SPOOL CAST IRON FERRULE WITH FLUSH WITH FINISHED GRADE FRAME GRATE & HOOD I I I I PIECE 12" DIA. SLOTTED COUNTERSUNK, BRONZE PLUG (STORM SEWER) BACK OF CURB \ SEE §7D. N0. 840.03 I I CAST IRON GRATE (SANITARY SEWER) PVC RISER i I FINISHED GRADE ? 3 F ) Q -8Q M �'; `'^.'•.... j : •^• .: B M W11 n n _ \ \ :':� \\\\\\\\\ CONC COLLAR V. :' ��\�j \ PLAN VIEW AT FITTINGS UTILIZE REDUCERS AS NEEDED TO CONNECT TO TEE OR ELBOW 127xI2 x6' THK "' CONNECT TO EX STORM I I I I O D SYS. REFER TO GRADING PI I CAST IRON PIPE PLAN. LAN SECTION-XX (O .•: (ONE CONTINUOUS PIECE) O D BEND PLAN PLAN EXPANSION JOINT E+6"-1 4 BARS "V" J NORMAL GUTTER LINE # 03 EQUAL SPACES REFER TO UTILITY PLAN " DEPRESSED GUTTER LINE6 co to 3. 1/2" 6}� 2. ca L ELEVAT1ON m NORMAL CURB AND GUTTER ON LIGHT GRADES USE ON FLAT GRADES 2X AND UNDER CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES S EXPANSION JOINT PLAN OF TOP SLAB SECTION -SS NORMAL GUTTER UNE FOR PIPE SIZES, . ;;; SEE U11LlTY PLAN FOR MATERIAL, INVERTS AND GRATE ..... PVC TEE SEE GRADING PLAN FOR SIZE TOP ELEVATIONS MIN. GRADE 1 X SIZE AND MATERIAL (RUN DIA. TO MATCH DOWNSTREAM PIPE SIZE) •:.•:.•:.• NOTES: BARREL OF PIPE TO REST ON . COMBINATION LONG TURN 1. INUNE DRAINS SHALL BE AS MANUFACTURED BY NYLOPLAST OR APPROVED EQUAL. - UNDISTURBED SOIL PATTERN Y AND 1/8" BEND 2 REFER TO GRADING PLAN FOR PIPE SIZES AND ELEVATIONS 12'° ADJUSTABLE MEDIUM DUTY FLOOR DRAIN N.0 ROOF DRAIN CLEANOUT N Ts 12-INCH CAST IRON DOME GRATE AND INUNE DRAIN BASIN N r.& Lu DEPRESSED GUTTER LINE #4 BARS "V" 0 J EQUAL SF=V 00 �� 18 BARS "W" U Z 1'-0 6'-D" " a = W U �4 BARS ELEVATION J NORMAL CURB AND GUTTER ON STEEP GRADES SECTION -RR USE ON GRADES OVER 2X EXPANSION JOINTS J � jc==fflc=== 00 PLAN 5'-O" Q J � V cn O STANDARD CATCH BASIN (NCDOT) N T.S LLJ Lu t) a� �co PROJECT NO: DATE: SET TOP OF GRATE 4" MIN. BELOW FFE FINE GRADE AROUND GRATE 582633 DECEMBER 20, 2019 CAST IRON FRAME & GRATE TO PREVENT MULCH FROM REVISIONS DATE DESCRIPTION EJIW IV--5620 OR APPROVED ENTERING BASIN EQUAL FINISHED GRADE i =I I Ei� l I I I111111=i 4" 18" SQUARE PRE -CAST CONCRETE DROP INLET CONDENSATE DRAIN PIPE 16" PVC A SEE PLUMBING d e 1% MIN. DRAWINGS. d STORM DRAIN SYSTEM CIVIL/SITE DETAILS CONDENSATE RELIEF BASIN N TS, 07olO MINIMUM DIMENSIONS AND QUAN7171ES FOR BRICK CATCH BASIN DIMENSIONS OF BOX AND PIPE COVER DIMENSION PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT BARS-U BARS-V BARS-W TOTAL D A B C G MIN HI H2 E F NO. LENGTH NO. LENGTH NO. LENGTH LBS 12" 3'-0" 2'-2" - - 2'-3" - - - - - - - - - - 15" 3'-0" 2'-2" - - 2'-6" - - - - - - - - - - 18" - - 2'-10" - - - - - - - - - - 24" - - 3'-2" - - - - - - - - - - 30" X-4" - 3'-4" VAR. 1'-10" 4'-4" 4 1'-6" 3 4'-1" 3 4'-1" 45 36. 3'-10" - 3'-8" 2'-4" 4'-4" 4 2,-0" 4 4'-1" 3 4'-1" 49 42" - 4'-5" 4'-4" 2'-1" 3'-6" 4 1'-9" 3 X-3" 3 3'-3" 38 48" - 5'-O" 4'-10" 2'-B" X-6" 4 2'-6" 4 X-3" 3 3'-3" 40 54" 3'-0" 2'-2" - 5'-7" 5'-4" 3'-3" 1 X-FT 4 3'-0" 6 X-3" 3 3'-3" 1 48 co a C �Q °ma; V 8� NOTES: N Q q XIERIOR WALL (SEE NOTE) 10" ROUND VALVE BOX 8 MOUNT LID AT GRADE LEVEL. I. TAPE WIRE AT 12' INTERVALS PROVIDE STAKING IF SPECIFIED. IF STAKING IS 4" TRENCH Lu o 2• 11E LOOSE LOOP OF WIRE AT 0 m w PROVIDED, PROTECT TREE WITH BROAD STRAP OR 4F- owo I.P.S. THREADED BRASS CHANGES OF DIRECTION FLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPS GRASS 6" OR 8" PVC GATE VALVE 200 PSI WOG. a o 0 TREE TO DEVELOP TRUNK TAPER. PROVIDE TURN 0 3 °a °� w SLEEVE (LENGTH ® PROTECTION BUCKLE AND WARNING FLAGS. REMOVE ALL l V m o a. w a AS REQUIRED). Ex. TREE PIT FENCE EX. TREE DBH STAKING AND ACCESSORIES WITHIN ONE YEAR FINISH GRADE MIN. (FT) = TREE FROM PLANTING. \\�j\�j 12" � STREET DBH (IN)xl.25 PROTECTION THE ROOT FLARE SHALL BE PLANTED AT GRADE, �\ �\ �\ �\ �\ ODEL MINI-CLIK _ A. IN TREE PIT FENCE NO HIGHER THAN 2" ABOVE GRADE, AND NEVER \//�\/\/�\ WITH SENSOR GUARD _ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ 1 I I -III I I -III- BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE�/, Al MAINLINE PVC PIPE THE ROOT FLARE AT GRADE. TREE SHALL BE SET (SEE PLANS) -III-I 18" MIN. III -I MIN. (FT) = PROTECTION TREE D. SQUARE LAYOUT PLUMB TO BE APPLIED TO ALL PLANTING BEDS i-III DBH (IN)A.25 RUN LEAD WIRES FENCE MULCH DEPTH 3". KEEP MULCH 3" FROM ROOT TO CONTROLLER FLARE AND DO NOT CONTACT STEM PLANTING BED EDGE LATERAL PIPE MIN. (FT) _ 0 Cn MAINLINE PCV PIPE NOTE: 00- 24 VOLT WIRE EX. TREE DBH DBH (IN)A.25 " � HIGH QUALITY SOIL MIX AS SPECIFIED � (SEE PLANS) TEFLON THREAD SEALING 2 x 2 x 36 STAKE WATER SAUCER SHALL BE NO MORE THAN 3" N L TAPE TO BE USED ON ALL ARBORTAPE OR 3/4" Z THREADED FITTINGS SIDEWALK TREE ABOVE GRADE WOVEN BELT SYNTHETIC J MAINLINE PIPE EX. TREE DBH PROTECTION FABRIC STRAP, GREEN. 0 NOTE. TRENCH FENCE COMPLETELY REMOVE TOP HALF OF BURLAP, MOUNT ON ANY SURFACE WHERE IT WILL BE EXPOSED STREET LACING AND WIRE BASKET AND DISCARD FROM Q U TO UNOBSTRUCTED RAINFALL, B. BY SIDEWALK HOLE FLUORESCENT _ BUT NOT IN PATH OF +::':?; SAFETY FLAGGING SPRINKLER SPRAY. COORDINATE ROOT BALL SHALL BE PLACED DIRECTLY ON O LOCA71ON WITH OWNER. E. CIRCULAR LAYOUT COMPACTED SUBGRADE. HANDLE TREE BY THE EDGE OF HOLE Z TREE ROOT BALL ONLY. STAKES IN SOLID MIN. (FT) = PROTECTION GROUND ONLY w DBH (IN)A.25 FENCE RAIN SENSOR NTS ISOLATION VALVE ASSEMBLY NTS TRENCH AND WIRE DETAIL NTS ROOTBALL DIAMETER SOIL BACKFlLL MIXTURE 1 PART 9 SEE SPECIFICATIONS SECTION GROUND PINE BARK In EX. TREE DBH 329000 FOR DETAILS. TO 6 PARTS TOPSOIL. GUYING PLAN N -• NOTES: TREES LARGER THAN 2 1 2 CAL. H TRENCH TYP N1S / " = O BUILDING UU = 1. CONTRACTOR IS RESPONSIBLE FOR CONTACT INFORMATION: U) z C. BY BUILDING CONTACT INFORMATION: ADEQUATE DRAINAGE OF ALL PLANTING PITS. CITY OF RALEIGH PARKS, RECREATION AND " rn W CITY OF RALEIGH PARKS, RECREATION AND ARBORTAPE OR 3/4 TRENCH CULTURAL RESOURCES DEPARTMENT (POSITIVE DRAINAGE AWAY FROM PIT) CULTURAL RESOURCES DEPARTMENT URBAN WOVEN BELT SYNTHETIC w o w TRENCH URBAN FORESTER: TREES@RALEIGHNC.GOV 2. ADHERE TO STANDARDS IN THE CITY TREE FORESTER: TREES@RALEIGHNC.GOV FABRIC STRAP, GREEN. 0 to STANDARD VALVE BOX (TYP) (TYP) WWW.RALEIGHNC.GOV MANUAL. WWW.RALEIGHNC.GOV U) Co 0 w MOUNT LID AT GRADE LEVEL. NOTES: 3. STREET TREES MUST BE 3" CALIPER AT FLUORESCENT \ W a, INSTALLATION WITH A 5' SAFETY FLAGGING MINIMUM FIRST " PLACE 3" GRAVEL IN BOTTOM TRENCH TYP i CITYOFRALEIGH w _j OF VALVE BOX 1. CONTRACTOR MUST PROVIDE AND INSTALL TREE BRANCH HEIGHT. \ Z z w GAL PROTECTION SIGNAGE. CITY OFRALEIGH PARKS,RECREATIONANDCULTURALRESOURCES DEPT 1 O O ROUND VALVE BOX F,� 2. A TREE IMPACT PERMIT IS REQUIRED PRIOR TO PARKS, RECREATIONAND CULTURAL RESOURCES DEPT 4. PLANTING SEASON OCTOBER - APRIL. 2" x 2" 5. A TREE IMPACT PERMIT IS REQUIRED. REVISIONS DATE:711113 NOT TO SCALE STAKE CD2 PVC PIPING MOUNT LID AT GRADE LEVEL. ~ INITIATION OF CONSTRUCTION IF ANY TREES ON CITY a REVISIONS DATE911113 NOT TO SCALE 6. ELECTRICAL OUTLETS AND OTHER UTILITIES I PROPERTY ARE TO BE IMPACTED BY PRUNING, \ / NOTE PVC PIPING ARE PROHIBITED IN THE PLANTING AREA EDGE OF HOLE TRENCHING, BORING, REMOVAL, PAVING, PLANTING, TREE PROTECTION TREE PLANTING DETAIL TEFLON THREAD SEALING TRENCH(TYP) STAKES IN SOLID TAPE TO BE USED ON ALL NOTE _ TRENCH(TYP) ETC. FENCE LAYOUT IMMEDIATELY SURROUNDING THE TREE. GROUND ONLY THREADED FITTINGS TEFLON THREAD SEALING TAPE TO BE USED ON ALL PRCR-02 PRCR-03 THREADED FITTINGS CONTRACTOR RESPONSIBLE FOR PROPER SIZING AND TRENCH(TYP) GUYING PLAN PROGRESS PLACEMENT OF CONCRETE THRUST BLOCKS AS PER NOTES: PRINT NOT FOR ASAE STANDARD 316.1 THRUST BLOCKS REQUIRED ON BELL &GASKET PIPE AND FITTINGS ONLY. I I 1. THE CRITICAL ROOT ZONE (CRZ) IS 3" MULCH DEFINED AS 1.25 FEET PER INCH AT CONSTRUCTION TRENCH(TYP I I I I DBH FROM TRUNK OF TREE. TOP OF ROOT BALL AT 2. TRENCHING SHALL OCCUR OUTSIDE 4" EARTH FINISHED GRADE REMOVE DUAL PLASTIC GLOBE VALVE ASSEMBLY SINGLE PLASTIC GLOBE VALVE THE CRZ SAUCER BURLAP AND TWINE FROM 2.1. TUNNELING AND BORING IS TOP 1/3 OF ROOT BALL. (ELECTRIC W/FLOW CONTROL) (ELECTRIC W/FLOW CONTROL) I PERMITTED AS LONG AS IT IS FINISHED REMOVE CONTAINER. 30 INCHES DEEP OR GREATER. GRADE EXCAVATION AND HAND HOLES SIDEWALK OR SHALL BE OUTSITE THE CRZ. SOD " PAVEMENT ELECTRIC REMOTE CONTROL VALVES NTS THRUST BLOCKING DETAIL NTS I I 2.2. ENCROACHMENT INTO THE I CRZ REQUIRES APPROVAL • .N01E �I 14i SOIL BACKFlLL MIXTURE FROM THE URBAN FORESTER •.. , . : • •..•.••:• _ ; : 11= _ PINE NOTES: UNDER NON -VEHICULAR TRAFFIC HARDSCAPES I PLAN I I I 3. ROOTS MUST BE PRUNED TO A _- PLANT PITS ONLY FOR _- I BARK TO 60UND PARTS SO IRRIGATION CONTROLLER: CLEAN CUT. CUTTING OR PRUNING -I 11 I -I I I I SINGLE PLANTS. FOR i- ii i - IL CONTROLLER WITH METAL CABINET AND METAL PEDESTAL NOTES. Direct Bury 120vac Wire - 18"min In Depth ALL- WITH 8-8-8 FERT.MIXED OF ROOTS 2" OR LARGER IS TIGHT BEVELED JOINTS � I-IIII-_ OTHER PLANTING PREPARE INSTALL CONTROLLER, CABINET AND PEDESTAL PER 1. ESP-LXME CONTROLLER I(OR APPROVED EQUAL) w/ Separate Wire Sleeve PROHIBITED. I Q THE ENTIRE BED AREA TO I1111111111II IN AT 1 LB/100 S.F. MANUFACTURER'S RECOMMENDATIONS. 12-STATI0N BASE MODEL. ADDITIONAL Direct Bury 24vac Wire - 12"min In Depth w wI 4. IF EXCAVATION CAUSES PRUNED 1I I IIII A DEPTH OF 12"-247 . MODULES IN 4-, 8- AND 12-STA7ION w/ Separate Wire Sleeve ION DI ROOTS OVER 1.5" IN DIAMETER TO AMENDED SOIL MAKE HOLE 12" WIDER ON ASR REVIEW VERSIONS MAY BE ADDED TO BRING THE REMAIN EXPOSED FOR MORE THAN CONTROLLER UP TO 48 STATIONS MAXIMUM. MIN. 1'-0" approx. ~O p ROOT BALL X 2 ALL SIDES THAN ROOT NOTES: UNDER VEHICULAR TRAFFIC HARDSCAPES I 24 HOURS, ROOTS ON TREE SIDE MAX. 2'-0 approx. O OI REMOVE SOD NETTING PRIOR BALL DIAMETER 2. FOR EASE OF INSTALLATION INTO A CONTROLLER Streets, Highways, Roads, Alleys, Driveways MUST BE KEPT MOIST. TO INSTALLATION SOD INSTALLATION • WITH MORE THAN 24 STATIONS, INSTALL A and Parking Lots. Q Q 5. A TREE IMPACT PERMIT IS JUNCTION BOX AT THE BASE OF CONTROLLER I U U REQUIRED PRIOR TO INITIATION OF Direct Bury 120vac Wire - 24" - 30" In Depth P TYPICAL SHRUB PLANTING CONSTRUCTION IF ANY TREES ON AND TRANSITION LARGER VALVE AND COMMON ARBORTAPE OR 1/2" WIRES FROM FIELD TO 18 AWG MULTI w/ Separate Wire Sleeve I U U CITY PROPERTY ARE TO BE WOVEN BELT SYNTHETIC 1" x 2" STAKE CONDUCTOR WIRE TO BE USED IN �^, Direct Bury 24vac Wire - 24 - 30" In Depth Cap or duct tape I IMPACTED BY PRUNING, FABRIC STRAP, GREEN. 18" MIN. • CONTROLLER. I I TRENCHING, BORING, REMOVAL, I I w/ Separate Wire Sleeve I ends of pvc sleeves. ABOVE GRADE PAVING, PLANTING, ETC. 0 45' ANGLE J. PROVIDE PROPER GROUNDING COMPONENTS TO I I I I I I I I 3 MULCH 3" MULCH ACHIEVE GROUND RESISTANCE OF 10 OHMS OR I I I I NOTES: UNDER ALL OTHER AREAS I I I I I 4" EARTH TOP OF ROOT BALL AT LESS. I I I I Direct Bury 120vac Wire - 24" - 30" In Depth I i i I I I TRENCHING IS PERMITTED OUTSIDE OF THE CRZ SAUCER FINISHED GRADE FINISH I I Direct Bury 24vac Wire - 12" - 24" In Depth I I GRADE EXISTING FINISHED TREE I GRADE CONCRETE PAD: MIN. (FT) _ \ " MIN 6-INCH MINIMUM THICKNESS I I ««««««««««««««««««««««««««««««« I I I DBH (IN) x 1.25 12!--/ I I I I BELOW GRADE � SOIL BACKFl00LL MIXTURE I I PART FINISH GRADE I 1 / GROUND BACKLL MIXTURE I - Mill SCH 40 PVC I I I I -I I' CONDUIT, FITTINGS I I I I I I I I SEE NOTES ABOVE 1 NOTE WITH 8-8-8 FERT.MIXED 1 PART SCREENED PINE AND SWEEP ELL FOR '° I I I I I EX. TREE DBH PLANT PITS ONLY FOR y�\�IN AT 1 LB/100 S.F. BARK TO 2 PARTS SOIL POWER SUPPLY •' 30" MINIMUM I SINGLE PLANTS. FOR ' • .' .: •. n .: ' " `� \ / - - T. MIXED . WITH 8 8 8 FER .b--------------�------------------- OTHER PLANTING PREPARE BALL +18" MAKE HOLE9"WIDER ON INATILB./100S.F. f-COMPACTED - 1 - - / / THE ENTIRE BED AREA ALL SIDES THAN ROOT GROUND COVER/PERENNIAL PLANTING POWER SUPPLY WIRE _ - _ _ _ SUBGRADE �-------------�__�--------------- � BALL DIAMETER CRITICAL ROOT ZONE WIRES TO REMOTE CONTROL VALVES SECTION TYPICAL PINE PLANTING W PVC PIPE SLEEVE FOR IRRIGATION PIPE Temporary Elbow and Riser CITYOFRALEIGH PVC WIRE SLEEVES for Working Only PARKS, RECREATION AND CULTURAL RESOURCES DEPT 3-INCH SCH 40 PVC CON IT, FITTINGS AND SWEEP ELL FOR 1 FOR 120VAC WIRE STATION WIRES 1 FOR 24VAC WIRING or CONTROL TUBING AND/OR 3/4" HYDRAULIC SUPPLY PEDESTAL MOUNT CONTROLLER NTS SLEEWNG DETAIL NTS PLANTING DETAILS N.T.S PLANTING RATE FINISH GRADE 1. CHISEL ALL CUT GRADED OR COMPACTED AREAS TO A MINIMUM DEPTH OF 8" 20 LBS/ACRE OR PER MANUFACTURER'S ROTOR POP-UP SPRINKLER: 2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8 INCHES, MIX AND REQUIREMENTS FOR 90% AMEND WITH 3 INCHES OF IMPORTED TOPSOIL. REFER TO SPECIFICATIONS FOR TOPSOIL COVERAGE r 4" POP-UP REQUIREMENTS. / \/\/ FULL CIRCLE & PART CIRCLE W \ �ie J. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUC71ONS LEAVING DAE TYPE PLANTING RATE DATE TYPE N / SURFACE REASONABLY SMOOTH AND UNIFORM. CONSTRUCTION EQUIPMENT & \// TRAFFIC SHALL BE REMOVED PRIOR TO SEEDING. AUG 15 -APR 15 3-WAY TALL FESCUE BLEND AND 240 LBS/ACRE APR 15 -JULY 30 NATIVE UPLAND WILDLIFE FORAGE &COVER MEADOW IN WINTER RYE (GRAIN) 25 LBS/ACRE (OR AS RECOMMENDED MIX (BELOW) BY ERNST SEED CO. (1-800-873-3321) 4D 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFORMLY BY MANUFACTURER) OR APPROVED EQUAL (ERNMX-123) U Z PRE -FABRICATED SWING JOINT: AS PER SPECIFICATIONS AND MIX WELL WTH SOIL. APR 15 - AUG 15 3-WAY TALL FESCUE BLEND AND 240 LBS/ ACRE 35.010.1 Andropogon gerardii Niagara BIG BLUESTEM J -` WITH 70 PSI PRESSURE REGULATOR 5. CONTINUE 77LLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM GERMAN MILLET *** 25 LBS/ACRE 27.8% Ponicum virgotum 'Shawnee' SWITCHGRASS, 'SHAWNEE' O SEEDBED IS PREPARED TO A 6 INCHES DEPTH. (SMALL -STEMMED VAR.) *** 21.0% Elymus riporius RIVERBANK WILDRYE O ATERAL PIPE 6. SEED AT RATE SPECIFIED. ACHIEVE AND MAINTAIN MINIMUM 95% COVERAGE 8. ix Sorghostrum nutons INDIANGRASS PRIOR TO FINAL ACCEPTANCE, AS DETERMINED ON A PER SQUARE YARD 3.17. Rudbeckio hirto BLACK EYED SUSAN = W SAMPLE BASIS 2.0% Chomaecristo fosciculato PARTRIDGE PEA j PVC SCH 40 TEE OR ELL CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR 2.0% Desmodium poniculotum PANICLEDLEAF TICKTREFOIL Z MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN THOROUGH ADDITIONAL INFORMA71ON CONCERNING OTHER ALTERNA71WS FOR VEGETA71ON OF 1.0% Coreopsis tinctorio PLAINS COREOPSIS WATERING OF GRASSED AREAS IMMEDIATELY UPON INSTALLATION. DO NOT DENUDED AREAS. THE ABOVE VEGETA71ON RATES ARE THOSE WHICH DO WELL UNDER ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY. LOCAL CONDITIONS, 07HER SEEDING RATE COMBINATIONS ARE POSSIBLE. ==j 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE IF STAND SHOULD BE OVER 60% ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED J DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FER71LIZER AND PERMANENT IIIVEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 SEEDING RAZES. = Q ' " IN HEIGHT BEFORE MOWING, 01NERWISE FESCUE MAY BE SHADED OUT. 9. REFER TO WRITTEN SPECIFICATIONS FOR WARRANTY AND MAINTENANCE OF a Z LAWNS PRIOR TO OWNER'S FINAL ACCEPTANCE JULY 31-APR 14 SEE TEMPORARY SEEDING SCHEDULE, THIS SHEET 2"x4" CROSS RAIL (TYP.) 1 "x6" DOGEARED PICKETS 1 "x6" Q ROTOR POP-UP SPRINKLER NTS 10. IF CONFLICTS OCCUR BETWEEN WI4ITTEN SPECIFICATIONS AND THE DRAWINGS, SEE SPECIFICATIONS REGARDING EROSION CONTROL MATTING FOR SLOPES PICKETS J THE WRITTEN SPECIFICATIONS SHALL PREVAIL. NOTE NO MOW SEED MIXES TO GENERALLY CORRESPOND WITH CREST N 2" 4- NOTE FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO FINISH GRADE OR TOE OF SLOPES, REFER TO GRADING PLAN. LANDSCAPE 77TF TFFRAIL (TYP) NOMINAL QUICK COUPLING VALVE INLET SIZE. CONTRACTOR SEEDBED PREPARATION FOR ON -SITE SVERIFICAT10N BY LANDSCAPHALL STAKE OR PAINT E ARCHITECT RCHITECT PRIOR TOTS OF NO MOW D MIX 0 QUICK -COUPLING VALVE. SEEDING ACTIVITIES. Cn V 1" W17H LOCKING RUBBER COVER a 4"x4" POST LU UjU) VALVE BOX WITH COVER r APPLY LIME AND FER71LIZER ACCORDING TO SOIL TESTS, OR APPLY A 3-INCH MINIMUM DEPTH OF MINIMUM 2 TONS/ACRE GROUND AGRICULTURAL LIMESTONE (3 TONS/ACRE N00 3/4-INCH WASHED GRAVEL IN CLAY SOILS OR PER SOILS TEST) AND A MINIMUM 500 LB/ACRE I I 10-10-10 FERTILIZER, AS NEEDED TO ESTABLISH 95% COVERAGE (AS TEMPORARY SEEDING SCHEDULE NATIVE UPLAND SEED MIX DETERMINED ON A PER SQUARE YARD BASIS) PRIOR TO SUBSTANTIAL PVC SCH 80 NIPPLE COMPLETION. CONTRACTOR TO SUBMIT A COPY OF ALL SOIL REPORTS TO N !' "t PROJECT NO: DATE: CONCRETE 582633 DECEMBER 20, 2019 uuauuuauuu NURSE CROP I - - - - - _ _ _ _ � { FOOTING REVISIONS (LENGTH AS REQUIRED) OWNER UPON RECEIPT. 2PSI ® BRICK (, OF 2) �� 28 D DAYS DATE DESCRIPTION O DATE TYPE PLANTING RATE '• _ =1 I=1 I I- I I i-III-III- � ' fW •s .:3 PVC SCH 80 NIPPLE MAY 15- AUG 15 BROWNTOP MILLET 10 LBS/ACRE (LENGTH AS REQUIRED) I -I I ;�`' `, : I I -I �- =1 I ,::• I „ LIME & FERTILIZATION SCHEDULE III :, I I=1 11= UNDISTURBED -III 12� I -I I ' � ` III=1 OR COMPACTED I I ;�y' .�`� PVC SCH 40 STREET ELL III- I I=I I SOIL -III- - FENCE SIDE VIEW ELEVATION DATE TYPE PLANTING RATE � PVC SCH 40 TEE OR ELL APR 15- JULY 15** UNHULLED SUNSTAR BERMUDA 85 LBS/ACRE* JULY 15- AUG 15 SUNSTAR BERMUDA SPRIGS FENCE DETAIL NOTES. ALL DISTURBED AREAS OF THE SIZE AS SOON AS POSSIBLE, HOWEVER, PVC MAINLINE PIPE 1. PERMANENT OR TEMPORARY GROUND COVER SHALL PROVIDED OVER (WATERING AT CONTRACTORS EXPENSE) 1 "x6" DOGEARED 1. USE HOT DIPPED GALVANIZED RING SHANK NAILS TO FASTEN PICKETS TO PVC SCH 40 ELL NO LATER 21 DAYS AFTER CONSTRUCTION ACTIVITIES HAVE PERMANENTLY AUG 15 - APR 15 TEMPORARY SEEDING APPLIES** 5 BUSHELS/1,000 SF PICKETS RAILS. OR TEMPORARILY CEASED DURING ANY PHASE OF WORK. 2. PROVIDE 2" GAP BETWEEN BOTTOM OF PICKETS AND FINISH GRADE. 2. USE EXCELSIOR MATTING OR OTHER APPROVED CHANNEL LINING MATERIAL * OR AS REQUIRED TO ACHIEVE 95% COVERAGE AS DETERMINED ON A PER J. ALL WOOD SHALL BE NO. 2 PRESSURE TREATED YELLOW PINE. PVC SCH 40 STREET ELL TO COVER THE BOTTOM OF CHANNELS SQUARE YARD BASIS PRIOR TO SUBSTANTIAL COMPLETION. LAWN MAINTENANCE 4. EXTEND CONCRETE FOOTINGS 2-IN ABOVE GRADE AND TROWEL TO A J. APPLY 4000 LB/ACRE GRAIN STRAW OVER SEEDED AREAS AND APPLY ** WHEN SEEDING MUST TAKE PLACE OUT -OF -SEASON FOR PERMANENT GRASS SEE SPEC SECTION 329000 FOR LAWN MAINTENANCE REQUIREMENTS. CROWN TO SHED WATER. CIVIL/SITE DETAILS 2" x 2" REDWOOD STAKE WITH ASPHALT TACKING AT A RATE OF 400 GAL./ACRE. APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR LAWN MUST BE AT 95% COVERAGE AT SUBSTANTIAL COMPLETION REVIEW 5. FINISHED SIDE (SMOOTH SIDE) SHALL FACE AWAY FROM PROJECT SITE STAINLESS STEEL GEAR CLAMPS OR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON TO BE ACCEPTED. NO SPACING EQUIVALENT SUPPORT SYSTEM 4. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH AT NO ADDITIONAL COST TO OWNER. BETWEEN PICKETS DOWN SLOPES AND CLOG DRAINAGE DEVICES IF NOT AT 95%, SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING SEASON. QUICK COUPLING VAL VE NTS j SURFACE STABILIZATION REQUIREMENTS PERMANENT SEEDING SCHEDULE- LAWN AREAS WOODEN PRIVACY FENCE N. T.s 7oll co COO ZWmA W GENERAL NOTES: N w q w 0 W 1. ALL CONSTRUCTION SHALL MEET CURRENT NATIONAL FEDERATION OF STATE HIGH W a 150'-6" TO ?p QW SCHOOL ASSOCIATIONS (NFSHSA) AND U.S TENNIS COURT AND TRACK BUILDERS m� owo� m TRIPLE JUMP SCRATCH LINE Co� wz_ ASSOCIATION STANDARDS = a"x m 26'-0" =o �J 3" SF 9.5-A SAND ASPHALT SURFACE COURSE J o" �a' o U = 126.0 FT 2. ALL TRACK LANE LINES TO BE 2" WIDE, WHITE LINES. a 4' LONG JUMP iocn 8" AGGREGATE BASE COURSE SCRATCH LINE �8,) � FROM RADIUS POINT TO MEASURE LINE Z = 3. SLOPE REQUIREMENTS: LATERAL - 2:100 (SLOPED TO THE INSIDE OF TRACK) RUNNING 18" DEEP COARSE CLEAN SAND o c� b N�Q 1% MAX. wow DIRECTION - 1:1000 NCS2 OR EQUAL INCLINATION11 a ��" NQ N 4. REFER TO SPECIFICATION SECTIONS 321800 AND 325000 FOR ADDITIONAL �-' o� REQUIREMENTS � 24 GIRLS a 8" 8 LANES 0 42" EA = 28' 4" 6" 6" WIDE x 9" DEEP CONCRETE CURB m 32' (BOYS) 3" SF9.5-A ASPHALT COURSE 20.3 CM I 42" 1.067 M CURB TRACK MARKING REQUIREMENTS: SET TOP LEVEL WITH RUNWAY ELEVATION. 16" TAKE -OFF BOARD 8" WIDE, WHITE 6" ABC TYPICAL LANE (TYP)� PROVIDE POSITIVE PAIN D SCR TCH LINE 7.87" 1. APPLICATION OF MARKINGS SHALL BE PERFORMED BY AN EXPERIENCED TRACK PLAN - LONG/TRIPLE JUMP (TYPICAL) PLAY FIELD SEE GRADING PLAN PLAY FIELD 20 CM PAINT STRIPE PAINTER WITH SUITABLE EQUIPMENT AND KNOWLEDGE OF THE RELATIVE POSITIONS OF 2% MAX SEE GRADING PLAN 2" DRAINAGE FROM TRACK THE DESIGNATED POINTS TO THE PAINTED MARKINGS. 2% MAX 5 CM 2F %SLOPE FINISH GRADE M 2. ALL 400 METER LANE LINES, START AND FINISH LINES, AND EVENT MARKINGS SHALL o 12" CLEAN TOPSOIL MIXED WITH SAND BASED ON APPROVED SOIL TEST. _ • ;a• :..�• BE ACCURATELY POSITIONED AND MARKED IN ACCORDANCE WITH THE CURRENT SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL. MIX +25% SAND = o, " SPECIFICATIONS OF THE NATIONAL FEDERATION OF STATE HIGH SCHOOL ASSOCIATIONS N BY VOLUME WITH CLEANED TOPSOIL FROM ON -SITE STOCKPILES. ;.,,. ', .. f•'. (NFSHSA), 816-464-5400. Z 6" DRAINAGE SAND. SUBMIT SAMPLE -►� <�;;+";;';c,,ti%;:;y=` 4 •" : ---- J TO ARCHITECT FOR APPROVAL. 3. A DRAWING SHOWING THE PROPOSED MARKING LAYOUT SHALL BE SUBMITTED BY THE 0 COMPACTED SUBGRADE CONTRACTOR FOR APPROVAL PRIOR TO APPLICATION OF ANY LINES ON THE TRACK NOTES: Go WASHED STONE (PLACE TOP FLUSH W1TH THE SURFACE. POLYMER CONCRETE 6"x9" CONCRETE CURB-3000 PSI U DRAIN CHANNEL. TOP OF LATEX SURFACE COURSE) 4. MARKING PAINT SHALL BE AS APPROVED BY THE MANUFACTURER FOR APPLICATION 1. ALL CONSTRUCTION SHALL MEET CURRENT NATIONAL FEDERATION FILTER FABRIC (SEE DETAIL ON SHEET CO7.16)tE OF STATE HIGH SCHOOL ASSOCIATIONS (NFSHSA) AND U.S. TENNIS AROUND STONE TIE DRAIN CHANNEL SYSTEM ON THE SURFACE COURSE FINISH MATERIAL PAINTING SHALL BE PERFORMED BY TRACK SECTION SKILLED PERSONS IN A WORKMANLIKE MANNER IN ACCORDANCE WITH THE O COURT AND TRACK BUILDERS ASSOCIATION STANDARDS. 6" PERFORATED TO STORM SYSTEM Z PVC PIPE. 11E MANUFACTURER'S INSTRUCTIONS. 2. REFER TO SPECIFICATION SECTIONS 321800 AND 325000. iv SUB DRAIN SYSTEM 3" SF9.5-A ASPHALT COURSE 12" TO STORM SYSTEM. 5. UPON COMPLETION OF THE MARKINGS THE CONTRACTOR SHALL FURNISH THE OWNER Lu w 6" AGGREGATE BASE COURSE 3. COORDINATE WITH SCHOOL ATHLETIC DIRECTOR PRIOR TO STRIPING. WITH FIVE COPIES OF A DRAWING SHOWING ALL LINES AND MARKINGS THAT HAVE J 154.5' BEEN APPLIED. THE DRAWING SHALL CONTAIN A STATEMENT SIGNED AND SEALED BY 6" 5' A PROFESSIONAL LAND SURVEYOR, CERTIFYING THAT MONUMENTA71ON AND THE LINES Lo 6" 18" COARSE RSE CLEAN SAND CONC. CURB 154.5' BREAK LINE START 1500M - CURVED START AS THUS MARKED ARE IN ACCORDANCE WITH THE RULES OF THE NFSHSA. NO o �� 3000 PSI START 3 OOM - CUR D START LONG JUMP TRIPLE JUMP (RULE: 5-3-7) MINUS TOLERANCE IS ALLOWED FOR THE LENGTH OF ANY EVENT. Lu w FINISHED GRADE ((RULE: 5-3-7) H 6. REFER TO SPECIFICATION SECTION 325000 FOR ADDITIONAL SURFACING AND a N MARKING REQUIREMENTS. H COMPACT SUBGRADE " o LU 6 NCDOT #57 STONE U FILTER FABRIC SURROUNDING STONE 1E 4" PERFORATED PVC DRAIN PIPE U j 0 m Q TIE TO NEAREST STORM DRAIN STRUCTURE COMPACT SUBGRADE w p >< SECTION A -A � w J SECTION B-B START 200M HURDLES START 300M HURDLES Z O C/) -- (ONE TURN ADVANTAGE) ONE TURN ADVANTAGE N rn a FOOTBALL FIELD -( ) ------------------------------------------ ------------------------------ FIRST EXCHANGE - 4x100 M RELAY a I I LONG/TRIPLE JUMP DETAIL N.T.S 2ND EXCHANGE - 4x100 M RELAY 1ST EXCHANGE - 4x200 M'' 'RELAY 3RD EXCHANGE - 4x200 M RELAY I I 12- MAX DROP - 4-IN THICKI TO FINISH GRADE CONCRETE PAD - 4000 PSI 3� ¢3M P i COMPETITION 10' WITH FINE -BROOM FINISH �j7- SURF 1 (1) GOAL POST GIRLS SIDF OR AcF i COMPETITION PROGRESS I 6" _TOPSOIL PRINT NOT FOR CONSTRUCTION I II• I • I I, . Oar I I Ilea HURDLE SETTINGS ; 31.63M TO LANE #1 RADIUS MONUMENT o HIGH JUMP il.;e STEELGCONDUIT 103.77R CENTER OF FIELD RADIUS MONUMENT EVENT AREA10 - Il COMPACTED SUBGRADE-7 n FLAG E LANE I 104.43 FT TO MEASURE LINE e SHOT PUT CIRCLE PAD SECTIONS POLE PSUR I I 103.77 FT TO LANE LINE $3M 1 0 M10- 4 1103.10 IFT TO CURB/SURFACE JOINT RUNNING DIRECTION 34.92' 31 • I IIA (1) GOAL POST a THROWING SECTOR I s ,; I CON PSI l I I I I I CONCRETE ASR REVIEW #4 SHOT PUT I `�' coil coil coil coil �I �I coil coil I • • `»•' NI NI NI NI START vol OI FINISH NI NI + I e TOE BOARD, / I NiN SEE SPECS / i TRACK DRAIN - 5CM - I I-6"CONCRETE CURB 1.067M �1.067M �1.067M �1.067M H1.067M �1.067M HI.067M H1.06714 I I 42" 42" 42" 42" 42" 42" 42" 42" START ALL EVENTS EXCEPT:100M 110M, 200M, I I 300M, 15dOM & 3000M I ENLARGED PLAN OF TRACK LANE LAYOUT FIRST EXCHANGE - 4x400 M RELAY I PERMANENT RADIUS MONUMENT PROJECTING LINE SCORE I SECOND EXCHANGE 4x200 M RELAY I v - I BOARD I IL COMMON EXCHANGE FOR THE 4x400 M RELAY L PLANFOR LOCATION L---------------------------------------------------------------------------------------------------------------- ----J AND ORIENTATION THIRD EXCHANGE - 4x100 M RELAY SEE SHEET CO2.02 FOR LIMITS. - - - - - - �o � 12" SAND/CLAY INFIELD MIX 6" 9iy�p SEE SPECIFICATIONS CONC. CURB G 3000 PSI L2" PAINTED INE (TYP) tiFco N N a (p e A 10' � I 98.42' (30 M) 100M - 328.083' BETWEEN RADIUS POINTS)98.42' (30 M) 4" NCDOT #57 STONE , ( 4" PERFORATED PVC DRAIN PIPE FILTER FABRIC SURROUNDING STONE SHOT PUT CIRCLE PLAN TIE TO NEAREST STORM DRAIN STRUCTURE COMPACT SUBGRADE � VISITOR BLEACHERS LANDING ZONE SEC77ON 400 METER EVENT MARKING LAYOUT NITS SHOTPUT DETAILS N.T"s TRACK AND FIELD EVENTS DETAILS N.T.S uj J JOIN TO TRACK SURFACE Q 3" SF 9.5-A SAND ASPHALT SURFACE r8" AGGREGATE BASE COURSE END CURB END CURB - FINISHED GRADE c PG�j�P�O� ' �� cG�� r O F� , SEE DETAIL THIS SHEET. COMPACT SUBGRADE \ W c_-6- PERIMETER SUBDRAIN.E DETAIL, - N CONNECT TRENCH (� SECTION DRAIN TO DROP INLET RP PTE 6"PVC(SCH 40) CONNECT TRENCH DRAIN TO _______________________________ DROP INLET WITH 6 PVC(SCH 40) PIPE co Z NOTES: SD SD SD SD SD SD SD SD ` " 1. ALL CONSTRUCTION SHALL MEET CURRENT NATIONAL FEDERATION - 1p p J OF STATE HIGH SCHOOL ASSOCIATIONS (NFSHSA) AND U.S. TENNIS 100'-0" 5� r---------------------------------------------------------------- -----�------------------------------------------ - O COURT AND TRACK BUILDERS ASSOCIATION STANDARDS. PLAN / 6" PERIMETER SUBDRAIN, SEE 0 W 2. REFER TO SPECIFICATION SECTIONS 321800 AND 325000. �c� DETAIL = 0 0 0 0 0 0 0 0 0 0 0 0 0 � J cn N N to cn 360' cn cn cn N N N cn DROP INLET SEE GRADING I I PLAN DROP INLET co o SEE GRADING N , PLAN i i ♦ I N N N En to cn cn cn cn cn cn in i cn ; Q 30' (TYP) i Z HIGH JUMP DETAIL N.T.S o Q 6" PERIM R SUBDRAIN, SEE N I I DETAIL J NOTE. � I I � Z 1 1 1. SEE SPECIFICATIONS SECTION 334000 FOR ADDITIONAL INFORMATION. 1 0 0 0 0 0 0 0 0 0 0 0 o CNN N 1n N N fn o HIGH JUMP 0- 1 cn In cn cn cn cn cn EVENT AREA co 2. CHANNELS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. 10 1 V 3. SEE FOOTBALL FIELD SUBDRAIN LAYOUT DETAIL AND TRACK DETAIL FOR 1 I 4" PERE I 1 W LOCATIONS AND ADDITIONAL INFORMATION. i PVC SUB- 4. ADJACENT SURFACES SHALL ACHIEVE POSITIVE DRAINAGE TO THE CHANNEL 15' DTY RAIN, i � DRAINAGE SYSTEM. 0 0 0 r' r' r' r' 0 0 0 I 5 j N N N to cn cn fn fn fn cn cn I cn co I TOPSOIL/SUBGRADE 12" CLEAN TOPSOIL MIXED WITH SAND BASED ON APPROVED SOIL TEST. SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL. MIX +25Z SAND I 30' (TYP) ATHLETIC FIELD BY VOLUME WITH CLEANED TOPSOIL FROM ON -SITE STOCKPILES. I I DROP INLET I I PROJECT NO: DATE: SPACING, SEE PLAN I I I I / POLYMER CONCRETE 6" DRAINAGE SAND. SUBMIT SAMPLE SEE GRADING 582633 DECEMBER 20, 2019PLAN I I DRAIN CHANNEL TO AR HITECT FOR APPROVAL. I I REVISIONS FINISH GRADE I IDROP INLET N a I SEE GRADING TRENCH DRAIN DATE DESCRIPTION can 0 N 0 N N cn cn cn N N v�i I can PLAN �' "•. • ;' • � •:•• ;'.• '•' �"'''•• � ASPHALT COURSE \/ o e � Ioe 6" PERIMETER SUBDRAIN, SEE o CONNECT TRENCH L------------------------------------------------------------------------------- --------------------------------- - I / DETAIL Q \ v z• W „;,;;. ,:>�••;, ;•.r DRAIN TO DROP INLET / \ Z ;�... ., :.... yri. e v "9�yy iD O W 5 1'� cn n WITH PV H 4 . - 6 CSC 0 cd CONNECT TRENCH DRAIN TO G •:(•.ti CONCRETE '�,�" ''�" S Q ��.i* `air' _ k*i' D Ih N 0 PIPE DROP INLET WITH 6 PVC SCH 40 PIPE �- o � SD SD SD SD SD SD SD SD SD ( ) :.; :• -e AGGREGATE o o ao57 - \/\A.„:... •: a; BASE COURSE �� WASHED - STONE 6 PERIMETER SUBDRAIN, SE l l-I I I -I I I -I I I -I I1 1 1-� � �-� � � COMPACTED SUBGRADE f COMPACTED SUBGRADE - PERIMETER POLYMER COW=E DRAIN N 12" WRAP FILTER PERFORATED g" FABRIC AROUND 4" PVC STONE SUBDRAIN NOTE: COORDINATE IRRIGATION INSTALLATION TO AVOID DAMAGE TO SUBDRAIN CIVIL/SITE DETAILS TRACK POLYMER CONCRETE DRAIN CHANNEL N.T.s FOOTBALL FIELD SUBDRAIN N"T"s FOOTBALL FIELD SUBDRAIN LAYOUT 07m12 NUMBER HURDLE DISTANCE FROM DISTANCE DISTANCE FROM EVENT OF EIGHT START TO BETWEEN LAST HURDLE HURDLES INCHES) FIRST HURDLE HURDLES TO FINISH 300M 8 36 45• M6(147.62 FT) 451 M 14.83 FT) 13.108 M �32.8;SFT.�T.) 300M 8 30 45 M 62 F7) 35 M FT � 110 M (147 (114.83 (32.816FT. j) co � a one Z ; m1 Cyq I C) LL1 IQ 13_j b oQ+WOh 10 LJJ r,,.�moww�w WTAlL POLE KW FDOE M1NG yy OF POLE AUGA81 IXIN PaF FML LEE NO NOLE iNAN e-N BOW F f d / \ CM / \ O i co ti moo• WARNING TRACK, (SEE SPECS) N FOUL POLE INSET SCALE: 1-IN = 3-FT Z PERMANENT RADIUS MARKER J _z �o FOUL POLE; (� ) / o LLI w / W �ti �' PITCHER MOUND (BY OTHERS) / LIMITS OF SOFTBALL FIELD. "' \ 4 N " (SCHOOL SYSTEM TO W PROVDE TEMPORARY FENCE) SD SD 0 \ tos` PERFORATIED STRIP \ / U) DRAIN (T)P), \ / � � H `90• 6, \ / °� PERMANENT RADIUS MARKER SEE DETAIL PERMANENT RADIUS MARKER—�f w o V o' 60 SD SD oLu U) co 5� S� SD S� / � Q w �yo / w Zo co �= O coNmAclat ro NSTAu saFTeAu . (SEE BASEBALL /SOFTBALL COMBINATION FIELD LAYOUT SANDIUAY w sANaIc A NF E� .'17 ' . 'a SPECS SCALE: 1-IN = 30-FT a a . N PROGRESS .SD'.•. •• .•. .-D. . •'.. '��D�.•. . ... sI� •'.. .'..sD • lop PRINT NOT FOR o ' CONSTRUCTION NOTE.- 12'O I I SD '�D SD D S�`� / SD FLAT -TOP SPEED HUMPS ARE FOR USE ON PUBLIC 12" SOLID WHITE 7HERMOPLASIIC AND PRIVATE STREETS *SHARKS TO07H" I \ SPEED HUMP � �, .••'\'•N• •� •.••'.•'•'•'•/'•�'' 6-o SD S SD SD'-.' D SD (HORIZONTAL) �. 's .• .. • '.. • ' •.•. ' • ',. • '• • '.'.. • '.•. •y' o `3 .O� PERF.ORAIED STRIP ' R a DRAIN {TYP), . f0'-0" •'I•': %:'•; :' •l•% 4WX12V GATE (TYR) �p DETAIL' SD SD' ,� EXTEND 6' �IIJD WALL PVC PIPE ID �D SD' STORM DRAIN SYSTEM. SEE GRADING ' :'1;': •�;10?SAIL : •1•: PLAN. 12' MIN.A I •��.; 611x41Y GALE (TYP) PERFORATED COLLECIi7R W : • '; ;'.••:•,••': •:' %''•: ••': • ;•l• L'' DRAIN(TYP), :7;:::-::::" ;"l'�; - ;•1 _•:.•1��: ' ' SEE DETVL \' . i : •:••:• :•1:;:':.,`'•;:.c,;;� - - --- - ----- - --- - -�.7 , 4. SD . SD' SD . D' ;'.• ' TAPER 6'_0• '• •• • •:• ' EAIS77NG GROUND LINE i .; :.: •.., ; ... ;: . • . • I v�jl J _ ✓�� SPEED HUMP :., :: ::.>.:•:::••: a I o s,.. ASR REVIEW #4 SPEED HUMP 6'-0" - ''':. ;�::�•:;:;: ; ; w� I I NON-Mt�VEN FILTER DUGOUT BENCHES;• ,p SECTION B B. ✓77 Z Q M I , FABRIC WRAP (2 PER DUGOUT, SEE C SD SD • SD VARIABLE VARIABLE \��\��.(•tiY' ., ,;:'// 17 PERFORATED I SPEC FOR MAKEO) LANE W1DIH LANE W 07H 6"xf' �' N c o I PVC I 7 WASHED STONE STRIP GRAIN a I v"': •��. 6 DIRECTION OF CLEAN, COURSE c�i z_ I) o I rs• .• •' TRAVEL L ` `� AW SAND z I a ( I� I " S`� ALL FiLD910W �11E1RICu� 4' WIDE x 12' DEEP L - - - - - - - - - - - - - J BLEACHERS, (SEE SPECS) ��Cf+ MACHINE -CUT TRENCH _ 12" 6 J 1.5' HEIGHT 3" HEIGHT 3" HEIGHT 1.5" HEIGHT •' •y. PC 0' HEIGHT 0' HEIGHT SPEED HUMP I PERFORATED STRIP DRAIN (SD) PERFORATED COLLECTOR DRAIN (PC) PAVEMENT PAVEMENT �G G tik 3'-0" 3'-0" NOIE REFER 70 SPEC. 334000 FOR ADDITIONAL INFORMATION. 41'-5" 6'-D" I 1D'-D' I 6'-O" 24' FENCE HT. T 22'-0' FIELD SUB —DRAIN COMPONENTS BASEBALL / SOFTBALL COMBINATION FIELD PLAN i SECTION A —A NOT TO SCALE SCALE: 1-IN = 30-FT V cn FLAT TOP SPEED HUMP BASEBALL FIELD SUBDRAINAGE AND DIAMOND DIMENSIONS W J G > •, :., •. • �.:::.' ; ; .. ,';: • . CONCRETE: BASE: ;..•• , ,y ':: 4-IN THICK 4-IN THICK • , .: ::,� ; ;' :: ,..: 3,000 ABC �',..~:'... •'r . ' :'�" :: ' . ° .` .: •:" ; ' ` : ;'.'. 6X6-W1.4XW1.4 WWF o=oDo FINISH PER SPECIFICATIONS 0 0 0 0 0 G0 8 �o LC) o I. m oo c3-� r UJ cc PAVEMENT SECTION N V U Z NOTES: J 1. REFER TO SPECIFICATION SECTION 321800 FOR SURFACING O AND MARKING REQUIREMENTS. 2. REFER TO SPECIFICATION SECTION 325000 FOR GOAL O REQUIREMENTS. 3. MARK COURT PER NFSHSA STANDARDS. = W INSTALL EXPANSION JOINTS AT J MID COURT LINE AND BETWEEN ADJACENT COURTS. NOTES: 24' HIGH BACKSTOP FENCE 01 ry 1. ALL BOLTS ON ATHLE71C FIELD FENCING SHALL BE THREADED AWAY (AS SHOWN ON SITE PLAN) J FROM FIELD OF PLAY AND CUT RUSH WITH NUT. 10'-0" (TYP) = Q 2 NO SHARP PR07RUDING EDGES SHALL BE ALLOWED IN THE DIRECTION OF THE FIELD OF PLAY. 3. ALL SELVAGE SHALL BE KNUCKLED. 4. ALL FENCING SHALL BE BLACK VINYL-COA70. 5. SEE SPECIFICA71ONS FOR AD017IONAL REQUIREMENTS o J to I �I U UI O OI 16' HIGH SPECTATOR FENCE �I Y = 0 (AS SHOWN ON SITE PLAN) FINISH GRADE O — 10'-0" (TYP) `' ,' :'"^.; 4" MIN. PERMEABLE BOXSAND/ cn V 20X CLAY TOPSOIL BACKFILL ,. W uj tl� U U I 8' HIGH OUTFIELD FENCE 4' HIGH FOUL FENCE CHAIN -LINK o 6" #57 WASHED STONE ?• M I (AS SHOWN ON SITE PLAN) (AS SHOWN ON SITE PLAN) `D FABRIC NON -WOVEN = S o Q r FENCE CAP ALONG OUTFIELD GEOTEXTILE co FENCE WRAP 6 I 10'-0" (TYP) 10'-O" (TYP) 4' HIGH DUGOUT FENCE 2" - 6 GA CHAIN LINK FABRIC 4" PERFORATED I (AS SHOWN ON SITE PLAN) e o (LOWER PANELS) HDPE DRAIN PIPE o PROJECT NO: DATE: EDGE OF I FENCE PAD ALONG DUGOUT 1 o e 2 #57 WASHED STONECONCRETE FENCE 582633 DECEMBER 20, 2019 PAVEMENT I 1o'-O" (TYP) 4'-0" N REVISIONS SEE SITE PLAN) I 12" z � 0 2" - 9 GA DATE DESCRIPTION O �� s• I I CHAIN -LINK s. IOD FABRIC 2" OD of o U I CHAIN -LINK o RAILS (TYP) IN a FRENCH DRAIN FABRIC `� 2" - 6 GA o RAILOS 8(P i CHAIN -LINK FABRIC N W "� I IIII IIII IIII IIII IIII IIII IIII GRADE IIII III I IIII IIII IIII IIII IIII IIII IIII IIII IIII In � � I IIII IIII IIII IIII IIII IIII IIII IIII IIII I IIII IIII IIII IIII IIII IIII IIII IIII IIII 1 I I_U I I_U I I !! I I_U I I_U I I_u I I_u T I ELEVA TION FOOTING WIDTH SHALL BE 4X POST WIDTH °p I AND 36" MIN. DEPTH 39.5- 3 CONC. S1W P CIVIUSITE DETAILS BASKETBALL GOAL (SEE SPECIFICATIONS) BASKETBALL COURT LAYOUT N.T.S BASEBALL FIELD FENCE AND BACKSTOP N.TS C07ol END & CORNER POST TOP TOP & BOTTOM FABRIC DOME KNUCKLE M-11 A DRY DETENTION BASIN MAINTENANCE SCHEDULE DESCRIPTION METHOD FREQUENCY SEASON EMBANKMENT INSPECT AND REPAIR EROSION / ANIMAL NESTINGS VISUAL ONCE PER YEAR ALL INSPECT AND RESEED GRASS COVERAGE VISUAL WHENEVER NEEDED ALL OUTLET STRUCTURE DEBRIS / OBSTRUCTIONS BY HAND WHENEVER NEEDED ALL OPERATE POND DRAIN VALVE BY HAND ONCE PER YEAR ALL EROSION AT OUTLET DISCHARGE VISUAL ONCE PER YEAR ALL FOREBAY / MAIN POOL SEDIMENT / DEBRIS BY HAND ONCE PER YEAR ALL REMOVE TRASH BY HAND WHENEVER NEEDED ALL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL SUBSTANTIAL COMPLETION AT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY. TEMPORARY SEDIMENT BASIN NOTES. 1. INSPECT DEVICE AFTER EACH RAINFALL REMOVE SEDIMENT WHEN SEDIMENT REACHES A DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER. REPAIR BAFFLES IF DAMAGED. 2. PULL SKIMMER TO SIDE OF BASIN WITH ROPE AND INSPECT REGULARLY. KEEP SKIMMER HEAD, ORIFICE AND PIPE FREE OF DEBRIS REMOVE SEDIMENT FROM BENEATH SKIMMER AND ENUSRE VEGETATION DOES NOT INTERFERE WITH SKIMMER OPERATION. 1 PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT REACHES MARK. 4. INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER, EMERGENCY SPILLWAY, ETC (UNLESS NOTED) PRIOR TO BEGINING CLEARING OPERATIONS 5 SEE SHEET COZOI FOR TEMPORARY BAFFLE INSTALLATION. PROVIDE TEMPORARY CAP/BLOCKING OR GROUT AS NECESSARY TO BLOCK OUTLET ORIFICES/WEIRS UP TO ELEV 316.50' TEMPORARY FAIRCLOTH SKIMMER DIAMETER. 3" ORIFICE DIAMETER. 25" TOP SLAB ELEV.• E 18 DRY DETENTION OUTLET OPEN -THROAT YARD INLET Q. RIM ELEV. D CONNECT FLEXIBLE PIPE TO PRIMARY SPILLWAY REMOVE SKIMMER & TEMP. PLATE/BOARD ONCE POND IS NO LONGER U7IUZED AS TEMPORARY SEDIMENT BASIN. 8'x8' I ►c� EXCAVATE 18" DEEP PIT BELOW SKIMMER AND PROVIDE 8x24 xl8" 157 WASHED STONE PAD TO KEEP SKIMMER FROM SETTLING IN MUD (4) 14 BARS a p a •ff OUTLET j BARREL ANTI -SEEP COLLAR SCALE. N. T. S. PERMANENT BAFFLE CLASS 'A STONE D50=4" FOREBAY 1 4' 000 �1 0000 \ 12000 0000 �1 HOPE FLAT TRASH RACK NTH 4-IN MIN. OPENINGS BY STORMRAX OR APPROVED EQUAL. ANCHOR TO STRUCTURE. FLOW CONCRETE SLAB MANHOLE RING AND COVER #4 BARS 8"O. C. E. W. 8 I I IOP9N ONyI I I I I I I I I I I G INSTALL STEPS DOWN TO BOTTOM OF STRUCTURE / I / I / PRIMARY SPILLWAY U. GUNGHLIL ULUGK SHALL MLLI NGUUI SF'L(:IFI(:AIIUNS SECTION 1040-2. X3.1 EMBANKMENT E �EMBANKMENT� OUTLET RARRFI .1 PVC PIPE DIAMETER: Q PRIMARY SPILLWAY INVERT ELEV.: B l� K 77 OUTLET STRUCTURE a Lc SECTION Y—Y W TOP OF EMBANKMENT ELEV: F EMER. SPILLWAY CREST ELEV.: E TOP SLAB ELEV: E i 18 DRY DETENTION OUTLET OPEN -THROAT YARD INLET Q. RIM ELEV.• D DOWELS SHALL BE #4 BARS ® 12" CENTERS PRIMARY SPILLWAY INVERT ELEV.: B BARREL OUTLET INVERT ELEV.: A K #5 BARS, 12" OCEW PERMANENT OUTLET STRUCTURE INSTALL SLOPE PROTECTION MATTING ON ALL SLOPES STEEPER THAN 6.1 AND FLOOR OF POND MANHOLE RING AND COVER CONCRETE SLAB r#4• BARS 8"O.C. E.W. 8" ^R I I I I I I I I I I HOPE FLAT TRASH RACK WITH 4—IN MIN. OPENINGS BY STORMRAX OR APPROVED EQUAL. IF ANCHOR TO STRUCTURE. OUTLET STRUCTURE SECTION X—X 10' Eon -DOWELS SHALL BE 114 BARS ® 12" CENTERS DRY DETENTION BASIN SCHEDULE POND NUMBER A DESCRIPTION A (FT) 416.00 BARREL INVERT ELEVATION B (FT) 416.00 PRIMARY SPILLWAY ELEVATION C (FT) 421.50 RIM ELEVATION D (FT) 424.00 TOP OF SLAB E (FT) 423.00 EMERGENCY SPILLWAY CREST ELEVATION F (FT) 425.00 TOP OF EMBANKMENT ELEVATION G (FT) 3 OUTLET STRUCTURE INTERIOR WIDTH H (FT) 3 OUTLET STRUCTURE INTERIOR LENGTH J 158 LF 18 RCP OUTLET BARREL K (IN) 12 STRUCTURE BASE EXTEN77ON L (IN) 6 STRUCTURE BASE THICKNESS M (FT) 8 EMERGENCY SPILLWAY WIDTH N (FT) 415.00 BARREL INVERT OUT ELEVATION P (IN) 24 THROAT OPEN HEIGHT Q (IN) 6 PRIMARY SPILLWAY DIAMETER CONSTRUCTION SEQUENCE 1. THE DRY DETEN71ON POND SHALL BE UTILIZED AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION. 1.1. SCHEDULE THE FOLLOWING WORK TO COINCIDE WITH AN EXTENDED FORECAST OF NO PRECIPITATION SUCH THAT ALL WORK CAN BE COMPLETED DURING A PERIOD OF DRY WEATHER. INSTALL COFFER DAM UPSTREAM OF POND IN CASE OF ANY UNEXPECTED PRECIPITATION EVENT. UTILIZE MUD PUMP WITH FLOATING SUC71ON INLET THROUGH A SEDIMENT FILTER BAG LOCATED DOWNSTREAM OF BASIN. 1.2 INSTALL POND BARREL, OUTLET STRUCTURE, EMBANKMENT, EMERGENCY SPILLWAY AND OTHER POND COMPONENTS 1.3. CALL FOR SITE INSPECTION PRIOR TO BACKFlLUNG POND BARREL. 1.4. INSTALL TEMPORARY SKIMMER AND TEMPORARY PLATE/BOARD TO OUTLET STRUCTURE. 1.5. EXCAVATE POND TO TEMPORARY SKIMMER BASIN DIMENSIONS, SEE EROSION CONTROL PLAN. 1.6. INSTALL BAFFLES AND OTHER TEMPORARY SKIMMER BASIN COMPONENTS SEE TEMPORARY SKIMMER BASIN DETAIL. 1. Z SEED ALL DISTURBED AREAS. 2. FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZA71ON OF POND DRAINAGE BASIN, PERFORM THE FOLLOWING: 2.1. SCHEDULE THE FOLLOWING WORK TO COINCIDE WITH AN EXTENDED FORECAST OF NO PRECIPITA71ON SUCH THAT ALL WORK CAN BE COMPLETED DURING A PERIOD OF DRY WEATHER. INSTALL COFFER DAM UPSTREAM OF POND IN CASE OF ANY UNEXPECTED PRECIPITATION EVENT. UTILIZE MUD PUMP WITH FLOATING SUC71ON INLET THROUGH A SEDIMENT FILTER BAG LOCATED DOWNSTREAM OF BASIN. 2.2. REMOVE TEMPORARY BAFFLES. 2.3. REMOVE ALL ACCUMULATED SEDIMENT. GRADE POND INTERIOR TO SUBGRADE ELEVATIONS. 2.4. IF ADDITIONAL DE -WATERING IS NEEDED BELOW DRAIN/SKIMMER ELEVATION, UTILIZE A MUD PUMP WITH FLOATING SUCTION INLET AND DISCHARGE REMAINING WATER THROUGH A SEDIMENT FILTER BAG LOCATED OUTSIDE OF THE BASIN. MONITOR PUMPING TO ENSURE FLOW DOES NOT EXCEED THE CAPACITY OF FILTER BAG. 2.5. INSTALL AND FINE GRADE TOPSOIL TO FINISH GRADES. 2.6. INSTALL PERMANENT AND TEMPORARY CHANNEL AND SLOPE LININGS. 2 Z PERFORM DETAILED TOPOGRAPHIC SURVEY. 2 Z FOLLOWING APPROVAL OF SURVEY, REMOVE TEMPORARY SKIMMER AND TEMPORARY PLATE/BOARD FROM OUTLET STRUCTURE. CONNECT FLEXIBLE PIPE TO PRIMARY SPILLWAY REMOVE SKIMMER & TEMP. PLATE/BOARD ONCE POND IS NO LONGER UTILIZED AS TEMPORARY SEDIMENT BASIN. \ TEMPORARY FAIRCLOTH SKIMMER DIAMETER. 2 ORIFICE DIAMETER. 2" EMERGENCY SPILLWAY INSTALL SLOPE PROTECTION MATTING ON ALL SLOPES STEEPER THAN 6:1 3 SEED & MULCH EMBANKMENT 1 SEE SEEDING SCHEDULE OUTLET STRUCTURE 3 14, SEE DETAIL THIS SHEET. 1 100-YR WSE = 422.90 � 6" 6" COMPACTED SELECT FILL F 10-YR WSE = 421.35 r 2- YR WSE = 419.42 �1- FLOW WSE = 418.66 v �V/ v 6 TIP f-CONC. ANTI -SEEP COLLARS, NUMBER. 2 RCP WITH RUBBER GASKET (ASTM C-443) OUTLET BARREL: J BARREL OUTLET INVERT ELEV.: 416.00' SEASONAL HIGH WATER TABLE (SHWT) SEE CHART r. +'.;..', :' ' ". • :;•.'• 1 1 RCP OUTLET INV. •t '. '•'.. +..:: .... . • .: s.. SEE GRADING PLAN V NOTE SHEETS FOR LOCATION ELEV.: 415.00' EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS OF KEY TRENCH. VEGETATION, I 4' ROCKS & OTHER OBJECTIONABLE MATERIAL SCARIFY SURFACES BEFORE PLACING FILL PLACE FILL 2-FT DEEP CUT OFF TRENCH. IN 6-8 INCH LOOSE LIFTS COMPACT TO AT LEAST 95X OF THE STANDARD PROCTOR DENSITY. EXCAVATE TRENCH ALONG CENTERLINE OF EMBANKMENT AND EXTEND INTO BOTH EMBANKMENT SECTION ABUTMENTS TO AT LEAST THE ELEVA71ON SCALE: N.T.S. OF THE RISER CREST. Y PRIMARY SPILLWAY PVC PIPE DIAMETER: Q IdiaI,,STEPS � 1 IMANHOLE RING AND COVER 2 8" G x 00 x PERMANENT OUTLET STRUCTURE PLAN VIEW CONNECT BARREL TO DRAINAGE INLET, SEE GRADING PLAN. OUTLET - BARREL: K Y U w 2 U LLI J Lu 0 co one Z . VCyqr�.�1 C) LLJ Q y� oQ+Wph U.�moww�w PROGRESS PRINT NOT FOR CONSTRUCTION w J w O U rn ~ w o U oLu U) coo = U w W W J z p cn cn rn a 0 ASR REVIEW #4 J C) (ami) cn uj UJ r N V V) Z J = O O Lu J m� a Z �a Z J V cn O 0 Lu uj U) � L,n a� co PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS SCM lA -DRY DETENTION POND /SEDIMENT BASIN N.rs. I C07ol 4 DRY DETENTION BASIN MAINTENANCE SCHEDULE DESCRIPTION METHOD FREQUENCY SEASON EMBANKMENT INSPECT AND REPAIR EROSION / ANIMAL NESTINGS VISUAL ONCE PER YEAR ALL INSPECT AND RESEED GRASS COVERAGE VISUAL WHENEVER NEEDED ALL OUTLET STRUCTURE DEBRIS / OBSTRUCTIONS BY HAND WHENEVER NEEDED ALL OPERATE POND DRAIN VALVE BY HAND ONCE PER YEAR ALL EROSION AT OUTLET DISCHARGE VISUAL ONCE PER YEAR ALL FOREBAY / MAIN POOL SEDIMENT / DEBRIS BY HAND ONCE PER YEAR ALL REMOVE TRASH BY HAND WHENEVER NEEDED ALL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL SUBSTANTIAL COMPLETION AT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY. TEMPORARY SEDIMENT BASIN NOTES: 1. INSPECT DEVICE AFTER EACH RAINFALL REMOVE SEDIMENT WHEN SEDIMENT REACHES A DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER. REPAIR BAFFLES IF DAMAGED. 2. PULL SKIMMER TO SIDE OF BASIN WITH ROPE AND INSPECT REGULARLY. KEEP SKIMMER HEAD, ORIFICE AND PIPE FREE OF DEBRIS REMOVE SEDIMENT FROM BENEATH SKIMMER AND ENUSRE VEGETATION DOES NOT INTERFERE WITH SKIMMER OPERATION. J. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT REACHES MARK. 4. INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER, EMERGENCY SPILLWAY, ETC (UNLESS NOTED) PRIOR TO BEGINING CLEARING OPERATIONS 5 SEE SHEET COZOI FOR TEMPORARY BAFFLE INSTALLATION. PROVIDE TEMPORARY CAP/BLOCKING OR GROUT AS NECESSARY TO BLOCK OUTLET ORIFICES/WEIRS UP TO ELEV 316.50' TEMPORARY FAIRCLOTH SKIMMER DIAMETER: 3" ORIFICE DIAMETER: 25" (4) /4 BARS 4 a TOP SLAB ELEV,• E 18 DRY DETENTION OUTLET OPEN -THROAT YARD INLET RIM ELEV. D CONNECT FLEXIBLE PIPE TO PRIMARY SPILLWAY REMOVE SKIMMER & TEMP. PLATE/BOARD ONCE POND IS NO LONGER U71UZED AS TEMPORARY SEDIMENT BASIN. 8'x8' I ►c� EXCAVATE 18" DEEP PIT BELOW SKIMMER AND PROVIDE 8'x24"xl8" 157 WASHED STONE PAD TO KEEP SKIMMER FROM SETTLING IN MUD OU11ET BARREL ANTI -SEEP COLLAR SCALE: N.T.S. PERMANENT BAFFLE CLASS 'A STONE D50=4" FOREBAY 3 O O 0 �1 0000 \ 1200000 21 FLOW HDPE FLAT TRASH RACK WITH 4-IN MIN. OPENINGS BY STORMRAX OR APPROVED EQUAL. ANCHOR TO STRUCTURE. CONCRETE SLAB MANHOLE RING AND COVER #4 BARS 8 "0. C. E. W. 8""Ft I I I OP9N ONy I I I I I I I I I I I G INSTALL STEPS DOWN TO BOTTOM OF STRUCTURE / I / / I / / PRIMARY SPILLWAY 6. GUNGKt It FJLUGK SHALL Mtt I NGUUI SF't(dFIGAIIUNS SECTION 1040-2. XF� 3" 3j 1 EMBANKMENT SLOPE -/ EMBANKMENT OUTLET RARRFI .1 PVC PIPE DIAMETER: Q PRIMARY SPILLWAY INVERT ELEV.: B l� K �. . .'► .. K OUTLET STRUCTURE a SECTION Y—Y W u TOP OF EMBANKMENT ELEV.: F EMER. SPILLWAY CREST ELEV: E TOP SLAB ELEV. E 18 DRY DETENTION OUTLET OPEN -THROAT YARD INLET RIM ELEV.• D DOWELS SHALL BE #4 BARS ® 12" CENTERS PRIMARY SPILLWAY INVERT ELEV.: B BARREL OUTLET INVERT ELEV.: A K #5 BARS, 12" OCEW PERMANENT OUTLET STRUCTURE INSTALL SLOPE PROTECTION MATTING ON ALL SLOPES STEEPER THAN 6:1 AND FLOOR OF POND MANHOLE RING AND COVER CONCRETE SLAB r#4• BARS 8 "0. C. E. W. SLOP& 04 3" I I I I I I I I I I HDPE FLAT TRASH RACK WITH 4-IN MIN. OPENINGS BY STORMRAX OR APPROVED EQUAL. I ANCHOR TO STRUCTURE. 10' OUTLET STRUCTURE SECTION X—X Eon rav�aa -DOWELS SHALL BE #4 BARS ® 12" CENTERS DRY DETENTION BASIN SCHEDULE POND NUMBER A DESCRIPTION A (FT) 408.80 BARREL INVERT ELEVATION B (FT) 408.80 PRIMARY SPILLWAY ELEVATION C (FT) 414.00 RIM ELEVATION D (FT) 416.00 TOP OF SLAB E (FT) 415.00 EMERGENCY SPILLWAY CREST ELEVATION F (FT) 416.50 TOP OF EMBANKMENT ELEVATION G (FT) 4 OUTLET STRUCTURE INTERIOR WIDTH H (FT) 4 OUTLET STRUCTURE INTERIOR LENGTH J 164 LF 247RCP OUTLET BARREL K (IN) 12 STRUCTURE BASE EETENTION L (IN) 6 STRUCTURE BASE THICKNESS M (FT) 10 EMERGENCY SPILLWAY WIDTH N (FT) 40Z90 BARREL INVERT OUT ELEVATION P (IN) 18 THROAT OPEN HEIGHT Q (IN) 10 PRIMARY SPILLWAY DIAMETER CONSTRUCTION SEQUENCE 1. THE DRY DETENTION POND SHALL BE U71UZED AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION. 1.1. SCHEDULE THE FOLLOWING WORK TO COINCIDE WITH AN EXTENDED FORECAST OF NO PRECIPITATION SUCH THAT ALL WORK CAN BE COMPLETED DURING A PERIOD OF DRY WEATHER. INSTALL COFFER DAM UPSTREAM OF POND IN CASE OF ANY UNEXPECTED PRECIPITATION EVENT. UTILIZE MUD PUMP WITH FLOATING SUCTION INLET THROUGH A SEDIMENT FILTER BAG LOCATED DOWNSTREAM OF BASIN. 1.2 INSTALL POND BARREL, OUTLET STRUCTURE, EMBANKMENT, EMERGENCY SPILLWAY AND OTHER POND COMPONENTS. 1.3. CALL FOR SITE INSPECTION PRIOR TO BACKFILLING POND BARREL. 1.4. INSTALL TEMPORARY SKIMMER AND TEMPORARY PLATE/BOARD TO OUTLET STRUCTURE. 1.5. EXCAVATE POND TO TEMPORARY SKIMMER BASIN DIMENSIONS, SEE EROSION CONTROL PLAN. 1.6. INSTALL BAFFLES AND OTHER TEMPORARY SKIMMER BASIN COMPONENTS, SEE TEMPORARY SKIMMER BASIN DETAIL. LZ SEED ALL DISTURBED AREAS. 2. FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF POND DRAINAGE BASIN, PERFORM THE FOLLOWING: 2.1. SCHEDULE THE FOLLOWING WORK TO COINCIDE WITH AN EXTENDED FORECAST OF NO PRECIPITATION SUCH THAT ALL WORK CAN BE COMPLETED DURING A PERIOD OF DRY WEATHER. INSTALL COFFER DAM UPSTREAM OF POND IN CASE OF ANY UNEXPECTED PRECIPITATION EVENT. UTILIZE MUD PUMP WITH FLOATING SUCTION INLET THROUGH A SEDIMENT FILTER BAG LOCATED DOWNSTREAM OF BASIN. 2.2. REMOVE TEMPORARY BAFFLES. 2.3. REMOVE ALL ACCUMULATED SEDIMENT. GRADE POND INTERIOR TO SUBGRADE ELEVATIONS. 2.4. IF ADDITIONAL DE -WATERING IS NEEDED BELOW DRAIN/SKIMMER ELEVATION, UTILIZE A MUD PUMP WITH FLOATING SUCTION INLET AND DISCHARGE REMAINING WATER THROUGH A SEDIMENT FILTER BAG LOCATED OUTSIDE OF THE BASIN. MONITOR PUMPING TO ENSURE FLOW DOES NOT EXCEED THE CAPACITY OF FILTER BAG. 2.5. INSTALL AND FINE GRADE TOPSOIL TO FINISH GRADES. 2.6. INSTALL PERMANENT AND TEMPORARY CHANNEL AND SLOPE LININGS 2 Z PERFORM DETAILED TOPOGRAPHIC SURVEY. 2 Z FOLLOWING APPROVAL OF SURVEY, REMOVE TEMPORARY SKIMMER AND TEMPORARY PLATE/BOARD FROM OUTLET STRUCTURE. CONNECT FLEXIBLE PIPE TO PRIMARY SPILLWAY REMOVE SKIMMER & TEMP. PLATE/BOARD ONCE POND IS NO LONGER UTILIZED AS TEMPORARY SEDIMENT BASIN. \ TEMPORARY FAIRCLOTH SKIMMER DIAMETER: 2", ORIFICE DIAMETER: 2" INSTALL SLOPE PROTECTION MATTING ON ALL SLOPES STEEPER THAN 6:1 3 SEED & MULCH EMBANKMENT 1 -SEE SEEDING SCHEDULE OUTLET STRUCTURE 3 ..... 1 rm- SEE DETAIL THIS SHEET. 1 100-YR WSE = 415.25 � 6" 6" COMPACTED SELECT FILL F 10-YR WSE = 413.45 r2-YR WSE = 411.77 v I r1-YR WSE = 411.16 v v FLU 6 TYP CONC. AN17-SEEP COLLARS, NUMBER: 2 BARREL OUTLET INVERT ELEV.: 408.80 RCP WITH RUBBER GASKET (ASTM C-443) OUTLET BARREL: J •` •`� " " SEASONAL HIGH WATER TABLE (SHWT) SEE CHART . ;::..• ,::: ,:::. : ' . r :� • : i. SEE GRADING PLAN 1 1 RCP OUTLET INV N07E SHEETS FOR LOCATION ELEV.: 407.90 EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS, VEGETATION, OF KEY TRENCH. I 4' ROCKS & OTHER ORECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE PLACING FILL. PLACE FILL T 2-FT DEEP CUT OFF TRENCH. IN 6-8 INCH LOOSE LIFTS COMPACT TO AT LEAST 95X OF THE STANDARD PROCTOR DENSITY. EXCAVATE TRENCH ALONG CENTERLINE OF EMBANKMENT AND EXTEND INTO BOTH EMBANKMENT SECTION ABUTMENTS TO AT LEAST THE ELEVA71ON SCALE: N.T.S. OF THE RISER CREST. Y PRIMARY SPILLWAY PVC PIPE DIAMETER: Q Idl&-I�STEPS � 1 IMANHOLE RING AND COVER 2 8" G x 00 x PERMANENT OUTLET STRUCTURE PLAN VIEW CONNECT BARREL TO DRAINAGE INLET, SEE GRADING PLAN. 8" OUTLET - BARREL: K Y U w 2 U LLI J Lu N co one Z . VCyqr�.�1 C) W Q y� oQ+Wph U.�moww�w PROGRESS PRINT NOT FOR CONSTRUCTION w J w O Z) U rn ~ w o U oLu U) coo = U w W W J z p co rn a 0 ASR REVIEW #4 J V cn uj J �ie m r UJ V U Z J = O O LLI J m� a Z �a J V cn O ol.. Lu uj co a� co PROJECT NO: DATE: 582633 DECEMBER 20, 2019 REVISIONS DATE DESCRIPTION CIVIL/SITE DETAILS SCM 1B -DRY DETENTION POND /SEDIMENT BASIN N.rS I C07o1 5