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HomeMy WebLinkAboutScotts Hill Medical TRC Approval Package 2-22-2023NEW HANOVER COUNTY PLANNING & LAND USE 230 Government Center Drive, Suite 110, Wilmington, NC 28403 P: (910) 798-7165 1 F: (910) 798-7053 1 NHCgov.com Rebekah Roth, Director [COMMERCIAL SITE PLAN APPROVAL To: John Tunstall From: Robert Farrell Senior Planner Date: February 22, 2023 Subject: Commercial Site Plan Approval — Scotts Hill Medical The commercial site plan for the new Scotts Hill Medical site located at 151 Scotts Hill Medical Drive has been approved. The approved commercial site plan consists of the construction of a 200,000 square foot, 68.66 foot tall hospital and a 60,000 square foot, 39.33 foot tall medical office building with associated landscaping and parking. In accordance with the interlocal agreement between New Hanover County and Pender County, the portion of the site within Pender County is approved as part of this Technical Review Committee (TRC) determination. This approval is valid for two (2) years unless a building permit or zoning compliance approval authorizing the approved development is obtained. Please note the project may be subject to additional regulations of the County's development ordinances, including but not limited to, those referenced in the initial Technical Review Committee (TRC) dated October 19, 2022, and / or subsequent revised comments. In addition, this approval does not relieve the applicant from any law, regulation, or requirement of any other government or regulatory agency. If you have any questions, I may be reached at rfarrell@nhcgov.com or at (910) 798-7164. Thank you, obert Farrell Senior Planner ,Page 1 1 New Hanover County Contract #22-0425 STATE OF NORTH CAROLINA AGREEMENT COUNTY OF NEW HANOVER THIS AGREEMENT, made and entered this day of aeC@mer2022 by and between PENDER COUNTY, North Carolina, a political subdivision of the State of North Carolina, hereinafter referred to as "Pender"; and NEW HANOVER COUNTY, a political subdivision organized under the laws of the State of North Carolina, hereinafter referred to as "New Hanover." W I T N E S S E T H WHEREAS, the Novant Health New Hanover Regional (NHNHR) parcel located at 9144 Market St. and 10014 US HWY 17 crosses the common boundary of Ponder County and New Hanover County; and WHEREAS, the community and economic development benefits generated by NHNHR are mutually beneficial to both counties. NOW THEREFORE, for and in consideration of the mutual promises and other good and valuable consideration set forth herein, Pender and New Hanover hereby agree, effective the 1 st day of October, 2022 as follows as regards Parcel 3270-28-5867-0000 situated in Ponder County 1. Ponder requests and authorizes New Hanover to perform all necessary zoning within Ponder utilizing the Ponder County Unified Development Ordinance (UDO). New Hanover shall collect and retain any and all resulting zoning authorizations, permits or inspection fees. This authorization shall be deemed to have an effective date of October 1, 2022. Originals of development reviews, authorizations, plans, inspection reports and certifications shall be made available to and retained by Ponder. Ponder shall provide to New Hanover any requested documents relating to the UDO, including templates forms and other documents. Should there be any quasi-judicial determinations necessary for the property within Pender County, those shall be handled by the Ponder Board with jurisdiction for such determinations. 2. Pursuant to N.C. State Building Code: Administrative Code and Policies, Section 204 City and County Government, and Section 204.2.2 Jurisdiction, and N.C, General Statute 160D-1107, Mutual Aid Contracts, as recodified from time to time, and as otherwise allowed by law, Ponder requests, authorizes, and covenants with New Hanover for New Hanover to perform code enforcement over the above specifically referenced parcel, within Ponder County, for all necessary plan reviews, building permit issuances, building inspections, and certification of occupancy issuance. In return for providing such contracted services, New Hanover shall collect and/or retain any and all resulting permit issuance and inspection fees. If this Agreement is terminated, then code enforcement within Page 1 of 4 New Hanover County Contract #22-0425 Pender County shall be handled by Pender and code enforcement within New Hanover County shall be handled by New Hanover. 3. Pender requests and authorizes New Hanover to provide professional development review services for any development permitted by -right by the Pender County UDO within Pender County to ensure that all standards of the UDO are met, including general development standards such as, but not limited to, parking, landscaping, zoning district compliance, and site plan approval process. 4. New Hanover shall provide all plan reviews, permitting and inspections for Fire Code within Pender County through the time of certificate of occupancy issuance, and collect and retain any fees for such services. Inspections subsequent to certificate of occupancy shall be conducted by the respective fire marshal of each County as required by law or regulation. 5. Pender will delegate Sedimentation and Erosion Control and Stormwater within Pender County to New Hanover County for review and permitting, as long as approvals are consistent with state and Pender rules for the Pender County portion of the site. To the extent practicable, Pender shall provide coordination with its staff in regards to Stormwater requirements. 6. Either party may terminate this Agreement by giving one hundred twenty (120) days written notice to the other before the effective date of termination; provided, however, that if an application for a development approval, permit or determination is pending, no termination of this Agreement shall occur until after the initial development of the property is complete and a certificate of occupancy is issued. Termination of this Agreement will not affect the validity of any approvals, permits or determinations issued prior to the date of the termination pursuant to this Agreement. 7. Should any provision of this Agreement be determined to be void, invalid unenforceable or unlawful for whatever reason, such provision(s) shall be null and void, provided, however that the remaining provisions of this Agreement shall be unaffected thereby and shall continue to be valid and enforceable. IN WITNESS WHEREOF, the parties hereto, have caused the execution of this Agreement under seal and by authority duly given the day and year below written. SIGNED this 5�N day of bee m be r , 2022. PENDER COUNTY Page 2 of 4 (SEAL) ATTE Clerk to the Board New Hanover County Contract #22-0425 D.eA- - L -4,1,.%j0 — Pender County anager STATE OF N TH C]AROLINA COUNTY OF tr I 1a de(yiel, rieC , a Notary Public of the State and County aforesaid, certify that { r ;o personally came before me this day and acknowledged that (s)he is Clerk to the Board of Commissioners of Pender County, and that by authority duly given and as the act of the Board of Commissioners, the foregoing instrument was signed in its name by its County Manager, sealed with its corporate seal and attested by herself as its Clerk. Witness my hand and official seal, this the I day of DLett60 , 2022. Notary Public My Commission Expires: f - ls,w CKI��460T This instrument has been pre - AJOUNG audited in the manner required by the Local Government Budget ac and Fiscal Control Act. PWdef C60nty Finance Page 3 of 4 New Hanover County Contract #22-0425 Approved as to form: Pd,Kder Couhty Attorney [REST OF PAGE INTENTIONALLY BLANK. NEW HANOVER COUNTY DIGI TAL SIGNATURE PAGE ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE.] Page 4 of 4 SCOTTS HILL MEDICAL CElNTER SURVEYOR: MICHAEL UNDERWOOD PLS & ASSOC. 102 CINEMA DR SUITE C WILMINGTON, NC 28403 (910) 815-0650 a 151 SCO S HILL MEDICAL PARK DR,, WILMINGTON, N. C. CONLMERCIAL SITE PLAN D C MB R 1512022 =z •Y 0 © wC ipRrA ��qRM 1 ALE: 1 " = 200' OWNER/DEVELOPER: KENNETH R. WILLIAMSON, PROJECT MANAGER BRIAN TURNER, DIRECTOR FACILITIES CONSTRUCTION SERVICES NOVANT NEW HANOVER REGIONAL MEDICAL CENTER 1061111161001111111 WILMINGTON, NC 28402 (910) 622-1080 (BRIAN) (910) 622-3769 (KENNNETH) brian.turner@novanthealth.org kenneth.williamson a@novantheaith. org INDEX OF SHEETS CO: 1-1: PRE1: S-1: Cl: C1.1: C2.0: C2.1: C2.2: C2.3: C2.4: C2.5: C2.6: C2.7: C3.0: C3.1: C3.2: C3.3: C3.4: C3.5: C3.6: C4.0: C4.1: C4.2: C4.3: C4.4: C4.5: C4.6: C5.0: C5.1: C5.2: C5.3: C5.4: C5.5: COVER SHEET SITE INVENTORY PLAN PRE -DEVELOPMENT DRAINAGE AREAS EXISTING SOILS INFORMATION OVERALL PLAN TREE REMOVAL PLAN OVERALL GRADING, DRAINAGE, AND GRADING, DRAINAGE, AND EROSION GRADING, DRAINAGE, AND EROSION GRADING, DRAINAGE, AND EROSION GRADING, DRAINAGE, AND EROSION GRADING, DRAINAGE, AND EROSION GRADING, DRAINAGE, AND EROSION SCM DRAINAGE AREA PLAN OVERALL UTILITY PLAN UTILITY PLAN UTILITY PLAN UTILITY PLAN UTILITY PLAN UTILITY PLAN UTILITY PLAN OVERALL UTILITY PLAN LAYOUT PLAN LAYOUT PLAN LAYOUT PLAN LAYOUT PLAN LAYOUT PLAN LAYOUT PLAN NOTES AND DETAILS NOTES AND DETAILS NOTES AND DETAILS NOTES AND DETAILS NOTES AND DETAILS NOTES AND DETAILS ENGINEERS: NORRIS & TUNSTAT"T. CONSULTING ENGINEERS P.C. 2602 IRON GATE DR., SUYIE 102 1429 ASH-LI11'LE RIVER RD. NW WILMINGTON, NC 28412 ASH, NC 28420 PHONE (910) 343-9653 PHONE (910) 287-5900 EROSION CONTROL PLAN CONTROL PLAN CONTROL PLAN CONTROL PLAN CONTROL PLAN CONTROL PLAN CONTROL PLAN Licence #C-3641 %;,D %m1 5GP 2n.v. 1 riv lS'+ myup ]IRE ('irA5•p I icy NV �" —____ ' ~ e s 1 i OR FOfa.+PJ�Y _ + PM. I P -'�,_______�._ ~ _ _ R7 " '1 `..LNSN V• }A_OP00 OR fGR�L'f HOW OR FORQERS'`+ f I i i� Pw: S2]a-2 C3C0 },><IyiRLY N�'SLtiSN l>_C 1 'uw'R� Y � �r �SR � ❑� ! 1 saxD-voov cuARjss7-Doov �� wow Dr roRasxz S - - -�� ' _ ' r e ZONiN NN C�J ', H _pp6O-pph 37711--7.0' CB ` - PINiS2i rNG- SCOYIS L aAPY15i __�__�_-�__ --�_-� _ f~�"J I 1) I '' EIBE■ rF1�o %r PNt Sx"'j 7- 7ONRk ,p 2 [ NOK aFPnST ' pyy S2]f 3`> 2a3�^OU�6 . _w � RiH 1 ! 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I TREE INVENTORY TABLE ---- , ` R TOP=24.0 �;*_s e , • - ' = � . ` i _` ' .� • rr ,� - � - ; sRI - ' - _ / - "1 zeaa 2' FLOW 1 / �- i t ,''! ]y , ; w ,a. _ � `--" - - li "�: �v. e..v w,ta,pPX A BOTTQM=20.0 24 FES tl�, is �� rm• ■ : ,rem jQ . ��L -� ----- f '; i '•m,i-M`.�'111 nr,Y j I �1 9r -__-- _ ,/� PINE OAK DOUBLE OAK Qm HARDWOOD I�.QL SYCAMORE ,� ;,8,I ', 1 ■1'� 1 I,' TOTAL WETLAND �__1_ I9„ {1 } 6" (10) 21 „ (3} 3"/9„ (1 } 8"/i 3" (1 ] i 0" (15] 10„ (6} 4" (1) 6" (4} t y f RG a � f x �■ A. ■ / _ T "` °' 11 IM1 ^ +rr ' N f _' '� - --`� 1 10" 3 7" 11 22„ $ 4'° 6" 2 8„ 14" 1 11„ 11 11" 2 6" 1 7" 5 ,I e y w 9� 1 1 9t ., �■ ' I /' � _ ?..fir i .!i �Iri i f f� AF�EA=0.86 AC - - - - -- { ] { ] (} / (} / (} { ] (] (} { } w ; �._ t !. f (LESS THAN 1 AC TOTAL) .P. na N 12" (i 49} 8" (27} 23" (3} 4"/7" (2} 9"/t 2" (1 } 12" (20} 12" (8} 7" (2} 8" (1 } -- _ I ;' = A �� / �,. ` " _ '1 - _ _ _-- - ] ' `I '1 ' '1 `° ar 13" (107) 9" (96) 24" (3) 4"/8" (1) 9" /14" (1) 13" (12) 13 (7) 9„ (1) 12 (1 ] ~- �� _ wr "y - - -_-__ _ _ _--- ----- -- ----ow F LY _ y s KF i�t n >, n ~F Y 9iP may„ �4. ."' - -- - _ - --_=-3�j�"~ - - - - - ----=:reti5�r ; 1:' :, !'' I iPrePIs:ASIXeY AGnD[IEt 14 99 10„ 174 25" 1 4„ 9 1 9" 16" 1 14' 9 14„ 1 12 2 20„ 1 '' a s �52 7 `, - -J - _. _ - - --- - _ f •J!: 0 15" [83} 11 (75) 26 (2) 4„/10 (1) 10"/13 (2) 15 (5) 15„ (3) 42 (1 } ------ V gg�,�_ - ' _ - - _ _ _- - - --- _ _ _ - _ - -- _ - �.:: ; .' / r P R _ ti!. IHi '/r .a p "Rkr t, `�ti - N■ f rWiV 1v.,0 alxa vnF'T `-_� -� `.�_� _ �; :�_�_ - Y :if' _ - _ __ _ - _ _ -- _ Y T L 7 60a'' 623 -06i_67D-� " „ - 38-- _ I Rvs as. SkN _ __� Asr J `-. - W1 zaml t , 'ter I.� ' •-.".�"__ _ Y J -_ - _ _ _. _ IDS¢-="=` �- �'- _� =-- _ --- - - / ; ,h XppIINP R_15 16" (94) 12„ (106 27" 2) 4"/12„ (1) 10 18„ 2 16" 5} i6 (2} DOUBLE HOL - ;_�7agi- s _ "� r - _ Pry _!-==__------ - = -_=_= _ _" _ = � _- � ___ _ _- - -- Gx'.__ . „ f ,.b ""° 1sE sue°°` n „ n " J i R+u�3aA5,],I ; 3 - '.� -� =r - V 1 s - i_ _ r.� _ - �_ - = i a r.� 17 (30} 13" (37) 28" (3} 5 /10 (1) 11 "/15" (1 } 17" (4) 6"/6 (1 ] , : �- _ - _�-_-� _� =� �`: - _ - ___ _ H' " „ „ 17� (2) DOUBLE SYCAMORE 1� Exi `av�t5s I _ '�, .=,��I R�` - �- ^,- `r-�' ----` - ss f �` - --- \ i �N :. i�l18" (23} 14 (38) 32 (1} 5„/16„ (1) 12 /12 (1) 18 (2} 1$ (1} - rl `�' •`.� - _ - 4a_-� "" t.4 wz r -_`r - I „ n TRIPLE HOL 2"/7 (1) /, r Hm ANT ' `r3 - cyst ` 1 w �:' � �� 1 ____ �� vnTE, ,v � `a` r- 19 (7) 15„ (46) 33" (2) 6"/8 (1) 12„/13„ (1) 21" (1) 19- (1 } 3"/4„/6" (1 } �' r aac ° ` -� �' !ry 1 1 f]RIVE "" "" ■ �9" 51 - �.- _-- �=`� �' _ } 20" 13 16„ 36 35" 1 6„ 9„ i 12„ 1$" 1 22" 2 22 1 r, ;" 1 �''' r { �1-IMC , �- Y� _• -- 7 ( ) ( } { } / (} / () [ } () i' em,r.. ��. I °"�W. SCOTT pin £D FOR PLI2LIfi USE) wm7t �4_ - -''T --_'-~ - -�` �' `�'�_ = 21„ (1) 17" (8) 40" (2] 6"/10" (3) 13"/13„ (1) POPLAR MAGNOLIA .' HG AND ` Gv.• IN 11 ; 9]• (PRIVATE ¢M 500x,'-- 0) "" - ��, - > ' _ �- NOTES: (µAI ~9`- a,v.L'9 - ��- � '� 1) SURVEY PROVIDED BY MICHAEL UNDERWOOD PLS & ASSOC. (14} 58" (i } 7„/8" (1} 13"/16" (1 ] DOUBLE GUM TRIPLE HARDWOOD DOGWOOD 10" {1} 5" (2) a Xa° iA a'i w - __ - 1' I - f �_ �. - � _�__� z 22" (3) 18„ uv. ,GP I �; i t 5s 1.1M 7� " >, „ 2a i4� Imo- ' ' f .1 .�- _�__ --�- -�' '- ,;°� I a 2) ALL ELEVATIONS MUST BE TiED TO NAVD 88 DATUM AND 24 (2) 19" (3) 90„ (1) 7 /9 (2) 15„/26" (1) 4"/17 (1) 3„/4„/8„ (1) 6" (1) 12 (1) 7 (1) j69n" ; -� .� - i r - - ! (} ( } / { } / {) / (} / / () {) 1 -', 1 l 1 HORIZONTAL COORDINATES MUST BE TIED TO THE NORTH ° 30„ 1 20" 12 7" i 2" 1 16„ 26" 1 9„ 13" 1 3" 9" 9„ 1 7" 2 13" (1) 8" (3) r x,� ■ rncs uc OAK CLUSTER (1 } 8 /9(i ) 22 /36" (1) 9 /14 (1) 9" (1) i \ \ N ea F�No�-°°° • N „„ „„ -gyp J Y �4,••�; J'j�yr r,A „� 'r, 2,6a �%'- CAROLINA GRID SYSTEM. �_ 1 n'r 1 �- - 7ro,�• • ; + knf' NOLDy:GS liC '' IDRQOK NWNSLO WN \, F �r DOUBLE PINE 8'°/12" (1) 24"/32„ (1) 12 /12 (1 } V () k- r ,,�YN 0. DR PDRwErI`� '; , p µ R_,5 � ' DOUBLE DOGWOOD �`- - �\ 1 'H'' »� "� Pro � 11 FN 5'°/12" (i) QUAD OAK / () 11 " [1) ..• .� • -- '� ' r 1l� B5l-�e 9 SCALE: = 8 N '° tt „ „ „ TRIPLE GUM SQL 4„ 4" 1 12" (1) I_1\1 - / I I \ � 1 -/ 3" �� TRIPLE E A�1) /6 /53/6t 5 (1) % / (1) fi /$ (1) 15„ (1) „v,as7 \• i /' „ w, %}j° , kv LAN11 I�:PCSRIAIN, PDHD ' „ " „/ „/ „ „/ „/ -/ „ (} 6" 8" i 5" 11 {t) 9„/l O„ (1) () y �_ \ 1 `. 14 16 1 4-" 4" 8„ 1 8" 1 22" 1 E ..-=O - aNaaE ;I I O 80 160 240 / () / / () 4"/8„/8"/10„ (1) S N e x" „a, D Nsz a3 a „ p f W'TD','.2 n SOO�5365 PA �24�pg6-DW -+_� _ w '•\ 15"/15" (1) 4 /9 /i 1 (1) 7"/9r'/10"/4" (1 ) PARC', 0 -z0°i - a_� es mu I - I CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD LENGTH TANGENT CHORD BEARING C1 113.00' 127'09'58" 250.80' 202.40' 22T47' N39'54'32"W C2 355.00' 16'16'20" 100.82' 100.48' 50.75' S4235'36"E C3 30FO 12-04'51" 63.26' 63.14' 31.75 N41.2i 25' W lkenee #C-3641 21192 DES. JST CKD. JPN DRUM. RPH DATE 12/15/22 �•�'�A R'�i -- N 0 �4 FPS $.0 �i :.� lb alter iQ- 5 ri w .. • • r � , :.,► i■. G¢,' V V. •a. - TUNs.►� SYMBOL I DATE DESCRIPTION REVISIONS C)2020 NORRIS & TUNSTALL �-V=A BOBS;oW m YSCDFTS H LOOP K(JA PuaLfc R W ) pp Sam w r mo 11, p RE' DA, 9 r Cr a I . � ' ! rj r� r� 'r � i l +I � t � � r� i , t ii%"' 22 V? -------------- j ------ it PkF_ DA 8 -7-1 IDA PRE; DA 10 QpW 25 V Ld L w Or J .tc p- o 5-RivAW A AND UTU EA�Idk M PI j!0_ 2Z E DA s 22 ­j. PRE D Ott- wo, 7 eo V, ..51 1EE olp EXISTING DA - C900 Ewl " PEIVD,-F? 5�VE� C 717 L,,T,��r y j PC34NEW HANOUNyy -�?RE DA 5 z ar, IC I 0 21 I Wa- 21 1. FL Na I Y,� 10"I wp 4 P No N' OR FMERLY I W P1 rFS HILL LL ' IC 6,77 PAG� 92? SCOOP FI sqz Pb 7 _06 FAF Fw I�V *sTOWWATER ANALYSIS A _eT POINT- A-1 A, -w pa PRE -DEVELOPMENT DRAINAGE AREAS: PRE DA1: 148,653 SF PRE DA2: 91,622 SF PRE DA3: 53,565 SF PRE DA4: 323,326 SF PRE DA5: 181,549 SF PRE DA6: 251,433 SF PRE DA7: 51,121 SF PRE DAB: 77,126 SF PRE DA9: 84,824 SF PRE DA1 0: 355,432 SF EXISTING DA: 483,179 SF It tIi SCALE: 1 100' 0 100 200 300 U) uj ui (D < F Z 0 w 0< - _j ZJ < LU () b ❑ LU LU :2 0 2i -i (.) i LU _j I Z' U) z wJI­_ 0 U) F- D � 0 C.) z W o U) Lo u) z 0 CC w I-- I.- C.) Z 0 W Cr. Cr- c) LLI z 0 C.) (1) w w _j 0 0L) 0 < - -S LL 0 cc w zW 2)IT 0 q o F- i:- ctt Q� w 0 W w > W<w > m < 0 w< Z C%a Z 0 J o < 0 w w w U) > z �: Cc, m E w 8 o r1-_ z m �- I? �-UZOZNN UJ w co zzz a) z < F d =! CD b LU 01Y m 0 z a: C14 CD ,It C% 00 Ln Cq o V) x 0 Q Ln z z P 0rS z z 0 CD Cq 10 Licence #C-3641 21192 DES. JST CKD. JPN DRW RPH DATE 12/15/22 PRE ill 1; : • � -- Pam: 5 �_-�°° _ wo„ � ,�• '.�� ' n,�s,-� � vasr utt , Is 1 r j'-' r \ I ! � I � r� - II •�t RE I' fff !!!J r 7 + iiiPPP Tat Ii � rk� rr III rJr+ ;'r 1 1 wiD NY; Ost,a rdra aw,es�'^L 1 I, ��i J � ���� �ip�r�' , • ,mT fir' ' r MOD rn- a ,rs� oml"° °wrF`ss'r'u � Y � l rl f1 rr }p i i li ` •--oa-�-r_ + %' � 1 i 1-10 1 I t 'l l i R ; BW 1 •; err ! si il� i• ' i � ."mz 1 5'i •1 13 r• P ear,„n `I }'' \ is�l1,V'il \ N , ti 5�'1 �9 I' � ti- r o wo. on rova�r�s• n 1 • 5 1 ,,,, �„ a`"r'° `r'rcso�TM= li ?;;ti? i� v-._� 'r"•" „"� _ _ --- r: i„,• 1 � 7••r ", i iv `l i - ism] s q r 0 it VI _ z ` a 1 ul o 'll ij ,l 0 ` y 1 N SYMBOL DATE DESCRIPTION BY H r'l REVISIONS l yy C)2020 NORRIS & TUNSTAf_L 1 I I ECS SOILS REPORT (NOV 1.2021 { SHUNT EXIST. GRADE SHWT ELEV. 1 1N HR ! I-0: 86 /7.16 21 13.84 13.98 Z 1-1: 80"/6.67' 22 15.33 15.51 0 j 1-2: 88"/7.337 24 16.67 16.21 - I 1-3: 72"/6.0' 19 13.0 14.42"" 1 1--4: 66"/5.5' 22 16.5 7.18 Q W I-5: 72;/6.0' 22 16.0 18.16 - I-6: 80 /6.67, 24 17.33 14.7 cy- Z Q 1-7: 70"/5.83' 24 18.7 11.37 0 W 0- I a �_ R• f� R 1-8: 70 /5.83 25 19.17 10.96 LL J Q _ _ _�- _ 1 1-9: 66"/5.5' 29 23.5 16.85 W`�rrs* we ':'°_n-zw,-ww � -- _ f .f" Z U - - - d �sGOrf'�„�, < 1-10: 80"/6.67' 25 18.33 17.25 (] 1-11: 60 /5.0' 17 12.0 6.83 U) 0 iii _ err.,, [ W-„g... � � �a � » SGfl7FS MIL LOOP RCI ------ COTIS -In' ~�K° `' ` `r''I �` 1 •- �.. --�-- -•- - ;P { , �- f �� :� �� ; I�l ;� ° A �. 1-12: 70"/5. 83' 15 9. i 7 7.21 W r _ _ 2• �z F F r. im f�� `�-_� °� ' �� + r i i '`, i rr ! • l';, t� i "0 pR �y`z� i k2 » 7 J -, --� -�- f r \ ,; i i ;1�,�} 1 t 1�7 1-13: 60 /5.0 18 13.0 0.51 0 J -' - - i FOF Iy,- - a 1� 9� i ; % ' i 'l i 1-14: 66"/5.5' 20 14.5 5.94 J U t co z 1, t ••••\ ? f ± r i t i •° it 1 •', 1 I1 ; �•4 I �' •\��b� S i '� „'' •� j iY1 , ` i 1 +' i' i l i `� ') O J� Jl H3 , i i , i j , , y l xl`Cy 1 xa`+ r�s RL7ysa it 7aa VLLVrn ?f rr� , , i •i ` .i f R7 .2 �5e pew i io" 2F PSG H i ' % ! !J i 1 \ i I 1 Y i i ' i Y; ii 's f ! _ xi 1 sock' MPP a°a` U z rrr i .` ``, �' � i � rn - ' i : ,: ' ®I� .z 1 l ! t ! I ,� f j ., , j ! �TF �t ECS SOILS REPORT (NOV 3,202 } - Vr1 1 + '`� 'p �+ `�-� i r t ,s l 1�t SHWT EX1ST. GRADE SHWT ELEV. I IN HR rC) i i l r i { i i 1 + '� ° i! I' + = i ' A ; �� 7> > LLB V J Y �t iy i �, �� r r; r 1 ; l' j I i - i 1 t 1-1: 78 /fi.5 26.8 20.3 10.1 8 • , i '� 4ES I 2: 80"/6.67' 28.0 21.33 12.7 z ,� 1 i� 3 fRLY l �+ l g61531 sq % ' -� �-�� ` `°R'" ` 1--3: 80 /6.67 28.0 21.33 12.14 w 1 •, L_-• �_-- �----� 78 Acres # _\ � i � ' , �. � �, oR �y s 7, f 9 _ yl �d, ss1 5 1 1 { 1- i � ]l ,, ' �I � I r 7r �\ �5 f �r •t_.____,__. __ L•r�f ��_._________ _ 1 ■ � 1 i � ' { 6ODK 'Lo,ANC' S r ' .� �• , 1, 1t• `` j 1-4: 40"/3.33' 19.0 15.67 14.21 Lr- 1 :l •'t f! ! 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I , t ? r? l ;- � BOTTOM s� ens 6' r' eau ,,ff i _ a- • n -�„ --- :.. � -- - � �� t `• "��'�r ;' 1 i l �rs,w � mow• 7- n�rr'r+�t ��` ti � .�.ar+ _ ': � r���aP�. �.� ___ �r� __ =' - Y=•�_ -~ ir-..r��fr fr 1 eouc`e�x� �-u+e_wn r �---� �`°`"� � -lam•`~-� `._ `a "' �,,,, � .''�-- _ _----- _ _ _ ��-�-~ � =T=� - _ _- - -- •"'.'. �' + �f "'� L � �� i - w r •! A•§'�] � '• '--�`q ' �f -- =1 '"{ g 1'��ems-- ` ...ss � -~ P,„R+. C• stC' „+ S k f`P1yl __�--SA S „'° ♦-GV(IIII[M 9 - - ,�,�_ ,.. .�- ru .s--_ ,.•..t.. , 7 we g onus am-om y �• ��-27-jpr rya. 1 � xa--n wvy tx iW��-� PIR A iV�R-55 N� St�Rz. Licence #C-3641 21192 DES. JST cfm. JPN DRWN. RPH DATE 12/15/22 ■�`14q- 1 O ••f ■ 5S .. 0 lea ,I��,<w� . + q 5 �. 7 PMR'x �'Zu11NP mu ••' %� -jib J _ ti 1 1l1 � � � � �� � •-- 1 1 SCALE: '�" _ 'I 00' smi `. 1 0 100 200 30(3 ti �i� • ORd�♦•f LOCATION MAP _ Y %r�,� �ow � jPq PaO Pimm p�°`""°i°°°��-�-wn ,l tiI Prr ai PNiOR GM�'IE'Fo6a-0'b SYMBOL I DATE DESCRIPTION BY REVISIONS C)2020 NORRIS & TUNSTALL NOTE: 1) WETLANDS EXIST ON -SITE AND ARE DEEMED ISOLATED TOTALING LESS THAN ONE(1) ACRE. PER 15A NCAC 02H.1305(a)(3) THIS AMOUNT OF WETLAND IMPACT IS DEEMED PERMITTED AS LONG AS 15A NCAC 02H (a)(4) AND (b)(4) ARE MET. 2) THERE ARE NO SURFACE WATERS[ REGULATED FLOODZONES, PROTECTED SETBACKS, OR PROTECTED RIPARIAN BUFFERS ON -SITE. NOT TO SCALE Table m- f TrS HI � 1 SCOTTS HILL COOP RDA [6a' Pueuc 5 I I 1 at I l 25' 6UILDIN� I i SETBACK It y y I ' I � } 1 I 20' 1 BUFFEt �I ' � 1 l 1 , SFN PROPERTIF-5 LLC TRACTS CA g515"�1 s9.fL t � I I 1 — , � ------------'----- --------------- �1 rvueR SV LaE --------- - ----- — - 5 -J , _ I � - _ 1 N � EW — 7 'DUN l PJp` I N ' E iY fNT� MAN 00 TY � � 67 I I •� ' , i 00' SH OD e 1 � --- 1 p l T LINO _ ON CV I 1 o ncr� E Pran I `i 1 � 9 1 i{ I 1 5 FVTnMW M 1 jay i 1 ,l •l i � PROM= &M Hr�ao 31� OF 'a oho oho EX51ING PRIVArE A Afm un EASEW z yi 9 y6 pJT dY-� �.,,sr P0 a 4,It It `y s Y 63, BUILDING SETBACK =Ale r , FUTURE B,IUMN��►,~<cx EXPANSM STOW.�.�FE.2ti� nWt3j e Simi r , alp�jlAleW��pW . {°C g�� P,01. P6or1 9 I1 e 11 1i R� a n !1 g C p't;Fa a �r w �r 1J (INFSTING ILTRATION BASIN TOP=24.0 BOTTOM=20.0 "0 �A �AND.�� 1- K+ yEDICFi SERVICES I '1 °,7 (D `. m� px[0 y lo °ee"ryry° IvE 1 5COTT5 HI�oSipR Puy Rm ' I1•'�PH (PR1VA[}{AP fiOCK S2 PACE 27R) ' F�! YaN` . �n P. ansPPo� e° -0ou Tana ��ma Paw z 1.,& IV IV :t N Typ rw l li _ 9 I� i t � � 4a� S •i1 l l i G ". -Jf j l LID r i L.Y 1 6 1 I�-RR',Knri IN - 1 � •il� eA i j1 ��„a�n�+smrs ,4 ' ii U� ' , i 5 l ,t 1 ; 1 ` l 7 4tR.¢ELii11,L +lF. � T ''1 ' 1 77�1-�O'�BUFFER f. _.. _...-. 5' BUILDING SETBACK I/ oil + ;r ,r ;1 /l P✓� 10Id1n+G R."15 lµD L1.+1111fiE• uHU� ,� m Puz� �yrnv+r 7) SCALE: 1 " _ 199' 0 100 200 300 SITE DATA TABLE Z PARCEL ID#: R02900--002-067-000 Q R02900--002-078-000 J PARCEL PIN#: 327005.28.1187.000 327005.28.2729.000 SITE ADDRESS: 151 SCOTTS HILL MEDICAL W PARK DR. PARCEL OWNER: NOVANT/NHRMC PARCEL AREA: (24.94 AC.+ 19.78 AC.)= 44.76 AC PROPOSED PARCEL USE: HOSPITAL & MEDICAL OFFICE CURRENT ZONING: 0&I, OFFICE AND INSTITUTIONAL DISTRI T,J LAMA LAND CLASSIFICATION: TRANSITION FUTURE LAND USE: COMMUNITY MIXED USE SOIL TYPE: Kr/Wa/La/Ke/Mu U Q BUILDING SETBACKS & HEIGHT 0&I: L.L W FRONT SETBACK: 25' W 1— INTERIOR SIDE SETBACK: 25' ABUTTING RESIDENTIAL* Z Q REAR SETBACKS: 30' ABUTTING RESIDENTIAL* LLI ALLOWABLE BUILDING HEIGHT (HOSPITAL)= 125'* U *SEE LIDO 3.1.3.C(2) 0 BUILDING SETBACKS PROPOSED: Q C)HOSPITAL: FRONT: 475't SCOTTS HILL 0 C) MEDICAL CENTER DR. ❑ SIDE: 250' EAST, 1035' WEST I Q W REAR: 360' FROM NHC LINE Z LL! 2 MOB: FRONT: 875'f SCOTTS HILL Q 2 J U MEDICAL CENTER DR. J = Z SIDE: 1250' EAST, 115' WEST REAR: 320' FROM NHC LINE J (1) Z J = H CEP: FRONT: 860t SCOTTS HILL <N MEDICAL CENTER DR. a SIDE:145' EAST, 1,360' WEST O. C) Z REAR:140' FROM NHC LINE BUILDING INFOR TI TOTAL # OF NEW BUILDINGS= 2 r TOTAL SF OF BUILDINGS= HOSPITAL=200,000 SF; MOB=60,000 SF CEP= 11,000 SF (ROOF AREA) TOTAL # OF UNITS= HOSPITAL=66 BEDS; MOB ALL EXAM Z 0 ROOMS i- W BLDG HEIGHT= HOSPITAL=68.66', MOB=39.33', CEP=35' ? z U MURVIOUS AREAS LU CO EXISTING IMPERVIOUS RA EA: Q Z U BUILDINGS= 30,432 SF ¢ 0 O ASPHALT, CONCRETE, CURB & GUTTER= 102,386 SF '2 U7 SIDEWALK= 7,342 SF I- W TOTAL IMPERVIOUS= 140,160 SF w L z a Q 0 PROPOSED IMPERVIOUS AREA: Of HOSPITAL= 142,400 SF (ROOF AREA) �'- w CM m `a MOB BUILDING= 35,100 SF (ROOF AREA) z p CEP= 11,000 SF ROOF AREA } 01-CV ca j W ASPHALT, CONCRETE, CURB & GUTTER= 507,620 SF W � w � z m C) SIDEWALK= 36,540 SF IZ ¢ Y 0 co Q Z TOTAL IMPERVIOUS AREA= 732,570 SF 0 ❑ Q 0 m W IMPERVIOUS LOT COVERAGE= 37.6% LLUU - = Z -- o N REQUIRED PARKING: HOSPITAL W Z a orn E rn C) o m @.T HOSPITAL= 3.5 SPACES PER 1,000 SF 0� = I_ Z w ]C N a)'- MOB= 2.5 SPACES PER 1,000 SF LU U j z 0 Z 0 Z 04 04 - C° HOSPITAL TOTAL PARKING REQUIRED: 700 SPACES Z Z z QLU Q Ca _° '�t m MOB TOTAL PARKING REQUIRED: 150 SPACES EXISTING ED PARKING: 113 SPACES (9 HC) 012 m (n zz a ....� ,c TOTAL NEW PARKING PROVIDED: 925 NEW REGULAR SPACES: 900 NEW HC SPACES: 25 TOTAL SPACES: 1038 LANDSCAPING: REFERENCE LANDSCAPE PLANS S ETR ETY_ARD FACTOR 25' (37.5' MAX- 12.5' MIN.) 0 0 co a PRIMARY: SCOTTS HILL MEDICAL PARK DR. in N 1,075'X 25=26,875 SF REQUIRED 26,875 SF PROVIDED U N PANDION DR: o 950' X 12.5=11,875 SF REQUIRED 11,875 SF PROVIDED U x TR ASH R EM OVAL: DUMPSTER r n a O WA ER ANQ SEWER CAPACITY NEEDS: V J � HOSPITAL: 66 BEDS x 300 GPD/BED = 19,800 GPD W a x MOB: 41 DOCTORS x 250 GPD/DOCTOR = 10,250 GPD TOTAL = 30,650 GPD N Q c ems+ AREA OF DISTURBED LIMITS = 28.1t ACRES 's i - LEGEND - -- PROPERTY LINE 1 ur Ix DISTURBED AREA LIMITS 35 PROPOSED CONTOUR TEMPORARY SILT FENCE e--." - SO 5D m PROPOSED STORMDRAIN PIPE 8W PROPOSED WATERLINE SS PROPOSED SANITARY SEWER 1a PROPOSED SPOT ELEVATION FLOW LINE PROPOSED SPOT ELEVATION TOP OF CURB r41.85 PROPOSED SPOT ELEVATION FINISH GRADE FLARED END SECTION WITH RIP -RAP ENERGY DISSIPATOR DROP INLET WITH INLET PROTECTION (DI) 0 CURB INLET WITH INLET PROTECTION (CI) JUNCTION BOX NTH INLET PROTECTION (JB) PROPOSED FIRE HYDRANT 49 - _ - - - - EXISTING CONTOUR &73"FINE EXISTING TREE TO BE SAVED X 13'PINE EXISTING TREE TO BE REMOVED -m--lP--m--TP--TP--lP--TP-- TREE PROTECTION FENCING HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT F'---- UNDERGROUND STORMWATER DETENTION CONCRETE WN O Q? w rl H a � � Q N Iii U� U I1 o6 C >l 0 >—[ 3 �F-,-lo (-,I P. 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V I I ,r_.r- G6 PINE OAK DOUBLE OAK GUM HARDWOOD U!2L SYCAMORE # 9 {1) 6" {i 0) .1 2i (3) 3"/9" (1) 8"/13" (1) M 10 (15) # 10 (6) e (1) 6" (4) 10" (3) 7" (11) 22" (8) e/6" (2) 8"/14" (1) 11" (11) 11" (2) 6" (1) 7" (5) " 12 149 # 8 27 # 23 3 " u 4 2 9" 12" 1 # 12 20 # 32 8 7" 2 " 8 7 13" (107) 9" (96) 24" (3) e/8" (1) 9"/14" (1) 130 (12) 13" (7) 9" (1) 12" (1) le (99) 10" (174) 25" (1) e/9" (1) 9'°/16" (1) le (9) 14" (1) 12" (2) 20# (1) 15" (83) 11- (75) 26" (2) e/10" (1) 10"/13" (2) 15' (5) 15" (3) 42" (1) 16" (94) 12" (106) 27" (3) e/12" (1) 10"/18" (2) 16" (5) 16" (2) 4QE.IBLEJi0L 17" (30) 13" (37) 28" (3) 5"/10" (1) 11 "/15" (1) 17" (4) 17" (2) 6"/6" (1) DOUBLE SYCAMORE 18" (23) le (38) 31" (1) 5"/16" (1) 12"/12" (1) 18" (2) 18" (1) TRIPLE HOL 2"/7# (1) 19" (7) 15" (46) 32" (1) 6"/8" (1) 12"/13" (1) 21 " (1) 19" (1) 3"/4,. /6" (1 } 20" (13) 16" (36) 33" (1) 6"/9" (1) 12"/18" (1) 22" (2) 22" (1) 23" (1 ) n 17 (8) " 40 (1) " " 6 /10 (3) " 13 /13" (1) PO �R MAGNOLIA 22" (3) 18" (14) 72" (1) 7"/8" (1) 13"/16" (1) DOUBLE GUM TRIPLE HARDWOOD DOGWOOD 10" (1) 5" (2) 24" (2) 19" (3) 7"/9" (2) 15"/26" (1) 4"/17" (1) 3"/e/8" (1) 6" (1) 12" (1) 7" (1) 30" (1) 20" (12) 7"/12" (1) 16"/26" (1) 9"/13" (1) 3"/9"/9" (1 } 7" (2) 13" (1) 8- DOUBLE PINE OAK CLUSTER (1) 8n/9"(1) 8 /12" (1) 27"/22" 30"/24" (1) (1) 9"/14" " (1) 12 /12 (1 ) 10" {3 ) (1) 5"/12" (1) 8"/3 3# (2) LIVE 31" OAK (1) TRIPLE OAK QUAD OAK 3"/4"/8" {1 } 3°/4"/5'°/6'° (1) TRIPLE GUM c- p DOUBLE DOGWOOD e/4" (1) fi"/8" {1 } 11 " �� (] ) (1) 12"/13" (1) 36" (1) e/e/8" (1) e/6"/13"/15" (1) 6"/8"/15" (1) 11 8' (1) {1} 9"/10" (1) 16" 22" 1 ( ) 14"/16" (3) 45" (1) e/9"/11"(1) e/8"/8"/10" (1) 15"/15" (1) 7"/9"/10"/4" (1) TREE REMOVAL TABLE PINE OAK 9191 MAGNOLIA DOUBLE OAK HARDWOOD 10" (1) 8" (15) 10" (12) 5" (2) 4#/9" (1) 10" (3) 12" (114) 9" (82) 11" (13) 8" (1) 4"/10" (1) 11" (1) 13" (79) 10" (140) 12" (9) 10" (1) 4"/17" (1) 12" (9) le (78) 11" (58) 13" (8) 12# (1) 5"/10" (1) 13# (6) 15" (60) 12" (72) le (3) le (1) 6"/8" (1) 15" (1) 16" (68) 13" (23) 15- (5) 16" (1) 6#/10" (2) 16" (1) 17" (25) 14" (24) 16" (4) 7"/9" (2) 17" (2) 18" (20) 15" (32) 17" (4) 7#/12# (1) 18" (1) 19" (3) 16" (27) 18" (1) 879" (1) 20" (11) 17" (4) 21" (1) 8#/12" (1) 21" (1) 18" (8) 22" (2) 9"/14" (1) DOGWOOD 22" (3) 19" (2) 9"/14" (1) 6" (2) 24" (1) 20" (7) 9"/16" (1) 7" (2) 30" (1) 21" (2) 10"/13" (2) 22 " (3) 11 {1) 11 "/15" (1) DOUBLE PINE 8"/13" (1) 23" 24" (1) (1) 12"/12" 12"/13" (1) (1) DOUBLE DOGWOOD 4" /4" (1) 14"/16" (1) 25" (1) 7 (1) 13"/13" (1) 6"/B" (1) 26" (1) 16"/26" (1) 27" (2) 28" (1) 31# (1) 32" (1) 33" (1) 40" (1) Q J pP 6• ssrA a, f : ri 7 1 .. ri, ,�.► L, , , 93 �� q-_r [ pRWNNT i i� �y~l■ aG LF 5•r�. 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JST CKD. JPN DRM. RPH DATE 12/15/22 0*r�55to 7 J� r� L C., :• �►: dp �••• V ► �� $ el 'UVyS �%%% 0 LEGEND µa 1: 11 •r+ � nar PROPERTY LINE DISTURBED AREA LIMITS raew Nu.L gppp5r 35 PROPOSED CONTOUR ; ; Now DR awRo °F P C�•rJ S3 6vO1[ 3a 5gy3-ODDS r�.�--- Acy�7 r f 52z0-1g_35,i-09Uv NM'f DR FCPo: I•Y NOW OR F � FLY g WeM9t I RLY PIN: 3 ZG�II : RP R W RII'I �_ ��• r��-_ f �r �T < �..�R�v, J ❑ TEMPORARY SILT FENCE :I r; e-� �orwa g Nrn• c°ikL`A�"RCO w,, ax o"�-s3xa °°04 AN, 527eg -vaoo w aro Now as FaF>+E g ,�� _ �~ - i r , i 1peCR Pm 3x orsGPpMYT F DY Ot •APnsT stalls " 0 1 uvOO - `-- �- f' r Q ' ' f oT'r,C Ta-29-Tfi5T-a000 ZOMNQ C8 2CN1,aG' Fpp1AERLY r i i t I ■ ppgY CJ N w a� �1 2pN NO: G9� yr 6At 9CaSkCH r P N: 327a a - ' 1 -ems - - �` W - -` Al3Ep 1 sa s5 PROPOSED STORMDRAIN PIPE w. > w '°4a¢ pN: 3x]o-� '-ppp0 A -- ----- __ `' ~--- -- - �p G�"j°N 9 PAGEkt Of Z � . kn zspt g i aoN" ° — — — $COTTS r tAAp gxor ING Rp CO Z SW PROPOSED WATERLINE `�����- g _ - � + _ -+ 1 - �_l` "--- --- �,puauc R.w) _--» I L� W 0 --- `i r -.ice f - _ ams Ir + ry 5�.xs ARc-tz l ry l Oq�y rr o i� �y SS PROPOSED SANITARY SEWER tt - - _�- `��' - S'0E- -------- - xrssF w , - �_� ! , S Po p Ui LL ❑ _� ' ` OTTS H LOOP ROA �;,;,- �"� - r 1 I I YO9�s 1.3 PROPOSED SPOT ELEVATION FLOW LINE — - - Il— .- — ""nmrr[e�: --- +--- ---- -- - q• P C R w - ' - n-,472G15 ARc-xe a' ~� ��` r} f+ jf �s`.. i 1 r i 1.� i r , � 1 SLY y y'� �'FP W Lo i..V - J-•ir ,r xe, rr _ �^x=----_-Y"---�"`b �.., .�13 w sz.re d° Fog, OR _ �2 ; I -N i 1 }, ! • 1� pR Ftµ I r f — _ I ~- 1-11 �� _ _ og, �~ ti I S r-`%•1 �•'• tyOW $ 411LL tiP PROPOSED SPOT ELEVATION TOP OF CURB ; ■' . i J __�- f - _ --a - _ ��•-i" - cAw - - , / F� r 5 - �••-=- ^E t].%�"`-_-__-_"_�-+-"--____- _ ? ! I , 5 •1`. RP18 177 Wm'�o'`. - °° r - - ��LF °Pnc , I �%v . ! i I ■ i y 1 pK 5 Y c: > .'••� 1,1_ -�- �- - ---- , PO9r k '. SD at>1H O L r41.85 PROPOSED SPOT ELEVATION FINISH GRADEJ�!I 'e FLARED END SECTION WiTH �� �y`.1 y `-� `n !, , :` r ! ? it rrr + ' r_ i' i 'ys�� cs c? y ti �# gp�� i i„o.p f f• W Q J W RIP -RAP ENERGY DI551PATOR TRFFrC I �t ,1 I , ,xTv T.a■■{ ;. wzra j , r + ` {'L ° 04 pti paLE 1 ``��' r , Q Q �. 1 f tT"^ `� � { '1'i 1 � `� , � i �'� ,iF'S' ` E f, ti r%• � --� \-9GKM� r r !� .� / I 11 t '} 1 I i mac' ? 7 i T t. ❑ N DROP INLET WITH INLET PROTECTION (DI) � a� -� 1 l � `. � � t a 4� I+ `� ! ? i i ] \ -� � i �{ i � i i ` ��c y � "� ] k .._.� J` Q F.m 1 1 . 1 ' . I'- r '� I 1 } -9 is , `l F by S 0.? �1 f rasr raw 1 ti ♦ y j i I } I 1 1 I tr 1Lu CURB INLET WITH INLET PROTECTION (CI) , . ■ 1. . ,7e.ta na-an,� ! ? e j' L L t' t.11, a 14 `l �l _ — t o„ne uasl- ra r i ' . ■ ' 1 r ' r I , I r �t [ I I ► l i _.�' _ -A ❑ a'-ti■ A. •� ` i ` l ratcudgWr r ! E ■ ` fib■ 'Z_____i % �. r Ems• '�� `�-� E 5 I b 5 1 I tt ` L r I ■.,'y ! Op F[]RIFFSUY ; _ - NT ❑ JUNCTION BOX WITH INLET PROTECTION (JB) ■ . � ■ � . + ^I�* � % I � � , � T t � ' r' 1 ♦ \ • '1,• s I `� , l ;, `, a 1 Nam+ ASR 595 i �� EA`•'E g m W cAs Post 1 y '. \•, •� . •''� ,■ _ _ C t` '�-•' I -�` .� ; { I '� ! �.� 558 PAGP s-SER'rIGE pACE A !"`� ❑ n PROPOSED FIRE HYDRANT I r ` • .� k �' f • I r- y -, ti t I 7 + �i-} ' ''` ••� 1 , �„ t q 0OK a �, a ti xn x 2 1 •�• r ? . \ - lu f r ■ r I'� • ti ', 1 , 1 'j 1 t r _ _ ` l - 9 l 1 L 9 10ri< !A Ap > z LLI r1.■ i i , i A S 5 l r ''f �.■ ' i �. 1 1 ` 2 �L [Il t r6' �, _'•, f J1 '/ - - - 4 - - - EXISTING CONTOUR i % 1' Qo i i • ti� J I I ! %`, f: ' +1 ! ' ■ ; .1�i ■, �' I r , `xf i 7 I ! r 1 ' I r .. I i i . r I r ` ■L T-A9a ;' • i ; r ' [ &13"PINE EXISTING TREE TO BE SAVED ri r ,+ J , ?1 r i `ti� - 1� t� `.I I I ! r ; 3 r■ ` } :' talc :L l `t ❑ J r I , +' I 1 i . I FQ a r % r rl' t L y 13"PINE EXISTING TREE TO BE REMOVED 1 . " i i r� IiA ' wnc'; i , y . ff I i , �, • `� I, l i` li y� r (� _ Z 3�1[ r'�L + I I �' - �� 's t i � ---� 1 x r i � _ i � �� lJ `-' i a ► �' rr� �,. [,rte 1 rr I r J r, ass Ova ' - i /' gq r -TP--TP--Tp--TP--TP--TP --TP-- TREE PROTECTION FENCING �prw[r r I i' ? l t TRACTS 1 t__--_ ,c�■„nra ! Cl) (� ■ I': J r �' I f+r' r, 1 .` TIES LLC , _ [ a ? °��Oo s '. r I! _ R 5 44. A TM'r � 1 +=•"5� �• ,r�ei.rwc/ �' ay .� r 1 r 7.f�r t ' t�� --- - SF31535 4- * �' - --- tsar trc. a 1 F,,u use OR F9R LLG y � y 7 .a■ r I i + rr _ -- -- ---- i9.79 Acres , Now ";I-L 1 �c - r % ', x�Y' f` f I f r r r f'_ 1ll�_-_ _ _ _ �./ _ • t8 O 92 - J .r r , __-__-_re__--�-� '•� ,e.as,� r�-, - +� ! f ` �-na ' r�s•' Rp 6177 p RPE HEAVY DUTY ASPHALT _ ■ ---- - I tp ti ao a,,s� r� _ -i- - I '1 •1 5 UMER Hry LIH[ - I I 1 , �^ ti , t ¢78. ! ___ :+� �� l ___ � R� } - -- „- ■ r ,F,� � f „■ t LIGHT DUTY ASPHALT HAND caunr" uNE L Y- • . f• ■ w• 1 !Jr 1 ;` r�Ft I �- �_ > ■ ■ �.� - �FiAv , ••a•'` t�um , ^� '- �1, {� — i°1 ti I • "'■ ;1 . -1 _ r 1 k n,a iwr ' •' a l __ f �, �{ _ wcs r c� r I._•j • i,+•�., f f�• r , �_ i .ter ■ , rF �` II f r „■ . ■ • .L ti ,n„ .. s __ _ _ I i�_ --- -- •------ '. ;q. •-- -- °' � - s + r '. ■,r. 't t { �l1 ��f i UCi � r �•_ _• ut.�7 I' 7 c t_� "T ■.r� • . ! 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'4 .. � r+l r � � � � .5,:• � 1 r , o VERT D s ''•' . ,.. {+ I ¢ 1 ■ ■ ■ ■ -ONCE - r l__ S ' Se.• s `- L i 5■ + 2T�0# I ° i ' i 9 '' - rJ aD _ a� =1p -' 1 I' r r l.r y ■ AA _ __ T 28.13 , -2$.T3 r l _ •-:"�j" �±'I w I 1=2T.5 + _ !q in 0? ° r 124.5 % E --- _ -- - _ 1 c ■ I--1 +, t °.4 .----- ` - & 0 al~ ��� r ° 5 II ^� - {T9') T5" - . I I I=225{V,fj _`♦ 1 I ` b: W ' oa i } r r i - - " 1, ] P�F. HDP PERF. H PE trl ° `, ` 0=21.34(S ■ rr r rr I O v] ,�t a# o■ _ + 111 I �� }-- ~�- ° • @5_7 + , "P " " ------ --- - I " r tsnL - 26--_ ° , in ` r I 8. r' ■ Ir , 54 µ A �D dl d1Y'_-di--- ° ° - - - _ >r�°° -'!- TpP 2 I INLET r • l] C` c , 1 `_. -- w w�, b �' ""'°� 6.89 r i GUR�2 ■ r , { ■ I 1 � ' --.o° -� �% ; • r. ' ■ • _ P I ■ I ■ lNV 2 � 5.58 c? �_ �i i --- 1 nna<f; , fr,❑ } Vs'P# tQ, , - ar 36"LOVE _ ,1"Oii ■ E� F- rr w r� . - I 1 I 4 H �■ , ,SPA 4 �'I ' w +�Mf -- - - 1 I , • - T �� e Y o4 co V � � �I en �� T-■ r' r ' TP' { °' , siPr +y, w - w��r�� '- - C (]17 ` _ 2 ■ -,s r � ❑ Q .-� ' ■- -0g 9 �rFi _-_-.' SD • I• , _ I 1 i y ,' O "� r r���.. -------------- -- - ' r~ -- 1 4 >'� /L + �' �l---------- - D1 �__- ■r r ? U C7 .. d I , r- �r w w ; v �+ �'r r■ J 0 .77 - LY T=Z7.0 �29. 1 i I s °A. INLET `-� 54 tP - y POWER UNE TO BE CICA T=27.75 I=23.0 - V1£T , 550-14-35'L --�r- 1 1 Ili cq 4 Q EASEMENT ABANDONED. I=24.D ��pP ' � � Nv 20;45 � a x I r����'COORDINATE WITH DUKE POWER _ Yppo, 4174 s- l rr` �.+ { 7 F-Vty`V E�{ISTiITG A.ciPHALT & r' 7 w ' ' NF- 1 i CURB T0[R E REMOVED ; _ CO 1� I j ,, 1 , ,yT. ■ .r I , , l r m� , Co i..l"1 w . '' Ca:V PLO t� -r,'r CURS 1NLaT ' ,',■ 4" 1.0% 1 -■■ 11❑• E onx 28.5* I ,e GUT 25,28 . 5'Fi V) V) 1 I I I , I l g• G P . 1p I i { i ■i3 c I+ --� - v 20. 5'VV 5.2 r<" iN ' g•5'LX5• MIN AT04 rf I, I ■ zs o N DECO 1 } °' [° � , T�� Q r n SDI !, r' FDC NEE SEE p141L15ME314IG + SHEET C2.3 i I , , '�y, ■ r MATCHUNE MATCHUHE uATCHU"E NA "I I r :[V�L�.� 4 u;::Nl+!rF r+A'CFL]N_ u;,rCHLti_ rrn:CHW:E MATCHI1dE KIA �Hc rA ATp!L�;E - IJATCMlti= uATCHurl, WcffuNE HATCHWE 1. •• CHu11E IMA TCI]}19E �A MATCHLNtlE N Ti TG MA-`CML MATCXur¢ � LIATCHUKE 11ATp,Uk 41NE ,AATCHllHE -top 2 °C6 i % , INV 5 .27 S H 2.5 di I / o �Q�yA it 1� 20 LE 3L) cip.° 55 EXISTING 0' 1 l' �, 4�) .■ s° +� -., ..,. i i ■ TPL G , ° t � ! � ° I 1 _���� , I PRIVATE AC ESS I r + 1' I ■,,+, V AND UTILI Y i H, "(' ��• ° Qgy I 1 £ASEMEN11 li 7 { +' , 1 1 { PROPOSED 5 AN97 27.97 IN 74-72 1 ; r' �� n ?lr� 30„ 30' PUE 1 0 71 tiod n ri 1 7 , + �21 26.52 , ,!1 f! [1 ;M IN,4.=17-98 I + P �� ! ! 1 C SS .1d55co }•: ; i'� l} a • ■ 2 o RL OuT IN\/.=17.96 � �� 6" C900 P�� r5s 7 I} FORME ss wo • 5E NOW PR PEP AGE 67 Ind! ++ ;rdl i l BaoK 45 ❑0a_❑❑0 ❑ 900-0❑2 rr 1( ❑ 1+tiiotE I ; ' } °+ } 'poP ARCEL 1 ZoNtN : 0&1 U ��R, J#38 r „ 1 - �' N 2} 30" EES ExlSrirV0 �; I 2, ,+ P r �!r l I ■��L c E O w�RLIN ti 10' BEL '� I ', l i j l l A5F 1 , SOUTH i l i %ii `` -* } ❑AK ENT it EASEMENT, ' l ' „ to _i Lj s ■t3 �fa� SCALE: 1" 4�' 1 I} I 1F f ° °p 7 i 5 1 I I i ` w JfJ ' y i ', I 'l } II i w l ; ; ; IjII j I IW IN l I[li i i I "'IIa� l_-0. ?+ �r 1 + 0 40 80 120 Licence #C-3641 21192 DES. JST Co. JPN DRWN. RPH DATE 12/is-/22 C2.3 0 to"a■ T=23,75 CI I=2D_15 ■ •p ■ 1 . 2.5 ,�o / tp �� T=24.7 t 5.13 ■ I 12 �+ i I=2D.15 �- , T=24.5 / L I=20.6 i r ; y ■ ri ------ I=20.p r l DI ry 91a Q I _ m 10 ]5" SD Y �J 4.5---------- - �rfe. _ t 1 (26') 18' RCP I D l ry7 T=23.2$ L I ■ra i t - 1 _ I �' ,F� 2s.a � - - --- �w� + ; "` P EI� 5. t4D' a ► m l t �- Zp[A1N I 25.0`. r + - ' 16v Il. i DP �I I ; , NOW OR FORMERLY ; l 15" RCP _ _ ' - �1�.�-- � � (77A } ° y t to"o { � ' HILL l �w-_-- - -__ I 1;5�% t -��1 N �;� RP18 SCOTTS LLC I Y t N s BOOK 6177 PAGE 921 r �w r O rJ• `r -`� 'tom , (Ps `-' h 2(j +$•� '�'��ir l , r1• - Z / A 5.5 , ,o•n , I rj - w -� s�"D - �\� I � � r �,r � \ l -� .�� �a"� • �, '25L75 �, __E �w l ,�` 1 a � 5. � ` 1 ` 3 � i N A IyI�1G: R 1����1 CI Oro . 5. y7'P■ T=2475 i 7 - - -�` 1 + T=GRAD 4 l 5 ry " � N �� 5 -- v! T=25.75 25.25 l ■ ' I=2b.85i '`7A_ I l f N Gr 1 + r ` + ` ',, t 1 ■j A �RI~Y R� _ Q 26.Q . d{ E(251t yi i l ■ l rii 1} WEIR=23.0 `, ', x $� 6. 5, TY I1 I WEIR=23. ; .; , P■ `■ i`''t i I Vs oR c }_EC �P,+Au J V7 =20.25(N) eti 3 ti"� °` ■to'a 6. l I1 I 36 INV=20.0(1N. ' ', 'y I, e ,I j�S 1- - Cam/ c) Z 26.T 25.Q l n 1 i �] W �� 9 r I U 3k 5.5 ; Is \ ■ I �' e �� Rp Z H T2 Q ■_ _ r` \ 1 6. Q 3B' INV=20.0(OUT, E 5, ,s'P■ 1 L.a C d ■ T=25.75 l ` �y I=20.15 6. 4 7 3 + \ - 25.25` 5. I y (SEE DETAIL 1 1 V ■, ■ '` to^P ■a,' ti ,■Iti'v '3t '1 f�/�y LL 18" SD �, J� � - \ ■,' ~ 5.5 � I t zo 1 t a y 1 , l . h "Ol ❑ til �5.0 ` J �' ` ^ d[ , ` 5. Ir i I fi i ti T=25.7 '■ ty 1 G '+ ! ° iTt t - �i r 9 l L' Cn l 5 { -- �• I - Jt,l L26.0 i" fi]b `+ I=2Z 5 Il ,�. { �l 9 Q 6' � u ,3 5. - \ -3. , o • 5 5. • CI 3 \ '■ tv'°■ 2a ? pr `� y G7 If] - ❑�` 1 , i 5.2 r_ �a I ` F=25 7 bry S+ . c Srl! 1l �'s�'r�� is l O 7 L.L j 4.7 . -} I \ 5.3 I �' Sg L Q 5. ,I C qC l W T=2425 I °4. \ 5:0 �. 5.0 ti' I '+ a■�� 't t o D Zt\� �{` l 'P9 V 5 2 . s` ti ryy. , s i+l •1 ] , r41 Cis, / 9 s Lc! J cr 2D.35 , 01 .�, p ■ II o 1 ,I /a ss x It o y q c%1 6. r T=25.0 4.7 I \ ■ T=24.75 _ 1 y`" l rn\ ■Z^o■ '+l' p I � X _r f fCC"(9 l} J ■. I=20.3 ` 4.7 / D1 j1=20 4 5. i nS 8.5 1 \ ` ' +y 1',I'i 1', CJ l , ! Cn/A ❑ ��t V .,� °� I t�; � ,� - h 1 '9 - ❑'f` Q�❑ � W ' I=24.4 '+ z sr_z + -(FROM STATIDN+OD n `, ° 1 I ts•P ■ 1 s 4 DI ; rye. 25.D5 /CI •� s.7 is I 53• `', SUPERELEVATED TO 4+00 ROAD 1 0 ii 1f �+ F g k ti N1'`' I / p QS p Y ❑ n -~�t ■� 5. i t5 P i i f - .❑ ---- - 4.6 _ _ T 24.75 .� STORMWAZE - -- CI r T .25.0 1 ° - , + 1 THE EAST} L " '" y i I "-+ r r" i 9 m W 5.2 ` 38e 2s.05_ S,(STtM �� T=25'p 1=2D.0 � � II i i I� T, fop• y t qj; 1 �9 �9 l '❑�` g � � ❑ 0 '+ I INV=2D.0• (89i " 25. 4 I •ry `+` g1Fl Art �2p.0 f=24.0 i , - l- i �� 7 1 a ■�°r °t •'i �Q �0 ❑ • 0 �l J Z y� l 7 W D1L CI i SD [SYST Is■�-f' +I ! _ °; i '- i Y _ L T----25.2 ` T=24.2 Cp1yNECYdR� I A 1 ! I �r 6.9, l i ` 0 J I=20.D 0.25 - CI �' ° , I I 26.0 + t ,, d I 59- 7 4 + Irr 1 . { y ; C E=2 ` ° ■ ` � }„ � 26.D- V=20.D I 1 , sY~ 3 _ , , + l 1';T � 9 � � � J Dl _� t ~ J c7 ; r ---� v �^^ r T , _ r e VSSLE '13 1�- su 3D" Z6 ` ' m l ! - _2fi O _0 r r Q� iPdLE _ CURS ♦ ��` Cn / J 2 Z 20.0 + r MF) 5a [ 30 1=20.25 (14) { �1 �� 26.0 , r r r + S - 1 ( ° 4.5 _ S• 5,0 15 RGP 1' v ,n 8 I i r■ w�= ` �7' _ f+ + t �i 1�7�30D y+Iy}p a ';GfyV9-}49 s!� s X - / l g� �a lDl p ter, 2fi.D , 'w� ' 7.D + ' I. ,►, °� e I ' �� - - �, r ❑ Z J U� `25i5 r V (14'} 5S } �5 ° Df x T=25.35 ;; 5 7 Z r5. 3D" T=257 ❑ j'-- T=2fi. - ❑ ( 'p ! In .-27.2s 7. r a o� �; y 1i ` I 'i { �' '` l 5.Q r:' .&'-�` _ ." 1=20.25^� 14 r { SDCO I=2T. +r I �,rrb ', e } - - cP i I • rJ ,!' 6. + (re Dl ` ,`. 25 651 , i -� V T=GRADE y; �p i 13'P r i I +l ', 1 - '` S.HIEET V T24.5•1=23.8 15 1 , I Ii , ` �- �` uATCiN1NE y� •ONE iA7CliE1NE .�: ..TI.. ".Ir:E r - 1 11, FisiuM1 uA'j,.i41NE tIRTCHLINE �T LV °.� 7 E u 1 uE 4'fCHl1 , TCH F MAI;CHLIM1'E SLHLgY UATCHIJHE uATp1yJ`1E r __ li n. - r��3 Dl .mr '�5'" , 5a 0 sup, KA an,Ne ! ++ _E- i ■' I /, • ��3 r 14 + r r i; , r ■ I 1 �R -i i - - ��// Uj T-25 35 ,• + -2� 25 8" SW r �r+ r ■ I + + r ■ 41i1 I I..L. �IWA 26.0 _ 55 " ' r cll ,arc ,. ,� , �■ z �'i OR FOR ( SHEETL.4 C v l� f I=z].8 r ,4 23.25 3. -Tr a ,3 r r■ I I I } , ■, 1 �, Ow O AFtD Lu r NING 'YV 8 GxW�I K E $$�7 _ I °'s 6. I ' �1ANDRAIL REQUIRED ALONG TOP S 5 p ��' 0 ■' I 1 N 2 ■3 \ r I \ r +I r+++ 10 n■ + { WALL OK Ej1 _15 t'i ��`� T�25 3 � I=21.8 , _ ,, 5. __= I=21.5 �'� r •' 23.3 CI(4" HID cn r / ` _= 1 5. -� �, ■ i TOP-VARr �O I.IING:TIA -9 \ r GRATE} � � / \ , rr - t- � , ES (24.0-25.0J _LC)NA _ �,- ! 5.7 5.7 CI 4" HD CI(4" HD T=23.15 / 3 �i� r I � �=ExIST, GRATE U \ I m+ r I mrrJ 1 y I ■` v,'i ��]p _ Z _ i 1 IGRATEJ ) / I r . J �i ; y l `" ' _ ' ❑ �+ I- 1 � k l G' 0 = f lq ns \K, _ 26. T=23.l5 T=23-15 t ._27.23 27. i ' + I , t{y ` I ` ' ,i i w 1 ` 5. , _ I-20.4 J 27.29 Di` ,� 6/ 1 r I , c , - r oa ' i 27.D+_ - =_ -`� 1 �A `�' ,I Ci i r+r �l ; i{,� i+ i ` -fir - - 'ti l U z ■ T=25.83 \ L.2L5.9 w'�r `' ` SLr- `�-. \ 5.ru .'f `=_ gi�15 ■ ' 1 y + �1l r w DI ; \ ` W 7 -� _ 6. 1 _ r r , ►+ + e y I- ro 25.5 ryry. ti T=25.6 _- r r 1 1, , 1►t ; R w r=20.0 ' 1 ° 1 _ 6. ! / 1 S.D r 1 l' y b , i OW OR O I \ ❑r �iJ Q T- DI - 6 26.D 6 2 `� / �■ i 6. _ _ 27.29 } + 6. ' ■ 1 l ,+ i y� y ��� o N �AgRO 139-3 Q V Is20.0 + 6 FUTCIRE $. I J' 1p � • t1•n ■ _ _ • , r f l A - -- -- 3r r ,r t c , f I 6• EXPANSION 2 t.o ■ ■,z'� 6 F 'a „ 27. =26. , r W ■ / / :+ _�' 11; ; s1 5` `, ! I iI BOOK �gi`]lNG' SIIyTlA1 y \ U W 26.5 I-22. iS , I : r ' + + y 5. -', i i i' r 1 I ' �, i I l y, '❑ I i I A� _ - `t J U~ Q 6 \ \�27.29- i + ---- }I l I 1 ' 1 \�j J Z ❑ 5. �° b. ; � t 1 r i '23 __` (7 Q i ♦ 26.5 ° _ •• '(: , r ♦ r ° eg !I I I I , a `'. 5 :.: = • r it +i fir' a ,' ! Tr 25.0 I I; 'y I yl ty ❑ 7 4 26.7 r9�� r' ■` r °-t' y I r 7 - 1 ■ r I=21 74 I ta•P ' iti I I `r1 p�S I W D7� 8 \ fi. •: , 1 , r r I g , , I , D� I 9 R� �`� + Li' _ 't,. _ I 1 i ! r� ■ I 1, y C R fl 2 w.+ 6. a ASPHALT' . '✓ 1 71{• _:-,• V. a r i, s s L V 1 %_4'.¢ - .:r ONCRETE ;..• VSpi - ' r j 1� i rr rr__ C(J ■ �ax r, 11i +i , ti ty i �O.` OR �( I S�(�` �� (�jj t] W CN � J + r... 11 2i s J 3B" w/ 1D'LxTo'rvxt2"o aR.`O 1 '1 K `?AGE 42 1{ 'I p C,'�r w g LU z Z ar = 5. CI 8 RiPRAP ENERGY E _ l 1 T �. Q tY ❑ + `_^ / 2� 1 p , _ ■ l ;. '. s •". p + ; f j A l DI PA7eR ra�17. , +, l� l y BOOK t�G: RJ WSJ CI AI i Qr�, ap p _j � Q v U_ w 11 'r 25.75 C Y � N �' / •� 1 T ; t • r r r FU7fJRE I _ 1 J` I / 6_• ./ _ • _ rr { ? I /) ,' l °',r EXPANSIOtJ ✓ 5.5 ■ H-B I+ 1 1 i � `, a i r �, � ,I I AI�� 9 W � W Q 0 ' _ ✓ o-° ==r + - , ,r F • A r N ♦ OVERFLOW t , + - 1 C� W Z b Z 00 Lfl � y _ - ,� ---- • r � °i ,♦ I ■' ° r' ! 6. i r =1i25E 1 �` iil yq+115 G 1 - 1 %/ [] ? co Z CD D r C? r✓ -`` ¢ f r � _ �, rr r / / ♦ a+' J' r r uy � , r I it tt 1 +, a,1'y ` _ tl I � = W W � C11 N ❑ •� i7 W� Ln f I" - I e 25.4 ■ram 27.29 - • I , r . I , , , :C ❑ C 1` ♦ I r ..: t r 6.3 , s . iI 1; I + 4 y �` `1--- ; LLIw� NN t - - ,l ■� ,S•P + 1 ,` J fi.6 - _r �t I N r I ■ 1 I I ` 1 '9 75 .5. 2 \ � � ' ■ . / '" l . I I I G, 111 + .� i ��RLY I l Z Z Z � � ELI 2 rt' m 55 / • / +/ \ �■ V`Y ! r : i • r' •�• i I rra i 1 1 t r 6 S y 5 ' + �. r� [�]E Fj I_LI � 1 0 r r ` ❑ r ■ I ylI itI , Ow oR O� 4Z����J�Q C \ CONC. =; 3 '\ L� ; ` f ,; ' N , 1 I ti; i p�° i t I + A p AGE 15g `i 1 D �c m co Z a ='3 i r O�1� ♦' // J■ !r •e-_ _�: r 2fi 3S +�>>iaL ` ', ` 'i O�( - EXISTING A5� ALT & �' 7. '� i f ' - -0 r ` ' e `° 6• r+ 5• lr' +y I �S _- - 1 1 - ❑ { ,_ ■ - �i I�� 1 a� piylhLG=R l��I�Z1A CURB TO BE REMOVED �i �, r' ', \ ` rr i r _ • r ■ �t 0 r' 141 s + ■ ,'� I i; �Aty� JL AS RESUJREO i,� +, • FUTURE l ' l S ■ I i i +r I r ■ I I I I 1 t 5- q EXPANSION . � `, r V l++j' r � + r r 4 6. + . , I I 1 l,t�°� y ;, � l I GUf� hNLET .l`l AT� ; r` I + r II ■ r' '' s I 1 t= I �, i ° •y �' GUT;yg 122 _ i ZIP, kst r DI ti 3 r + •+. r•- •.r 1 5. Yd r I i I 'i + , is IfNj p {g + T=24.5 `, .r� ! �} r I r ++ �',; ..: a' o• I i ° e (�7;} T5" RCf3 i i , , „eAi I . 6. ■ + LET , t , . 'I '� oa CN 3" 1 ■ I=21.25 `l r r r :P•_- �: + P r •i Q a I � ° / T 24.6t / -22 . S�ogl i { r v y Lr ■ + + �3" , r �r 3 ■ (1S') 35" RCP �rUR �34 HI l + • r ' t L E ❑ � � � � / 1td 2T. i 4"R�L� ' `�t] I 27.29•' 26.8 I 4 I+ UVk• 4 i , t ` , ` I 11 R� R + UR8 P1L9 / r : n` 2�t, -0* ��� ,' I +r i �' I 4 Tl 25 25 1i" FTS W% 10'LxiWx]1 D ', 'I = I i z l OR F ❑ A N �� G i 24. / ' l ,> e`, '' �■ 1 i + I i ; ° {]6'� 3 r 1=20.91 D� RIPRAP ENERGY ts"PI/ 1 �O� L[]p t0��j�3 1 Fri U N t o F` i • `- 2 J , {� + , �' i I I �J + RC 1]I5IPATER I 1 I I ' G ;, . �. - `{ I I rr� 0=17-0 i l I I , a p A� r� I o R` f CURB INLLh . ' f i a- '. 1 I I I+ y •� �i ' S'°■+_ I i► c +i 1 q' 1 I �J ti; r I m I �r OIL` 1 G�V 20.81,Y ' rr ,` i ��ti s• ••�'' I 5. I 1 , ++ ri-S � '° i ,x'n■ i i li ��, I i ,�v�� i gO ��jdli`1 R. 1 � _ t � W +P c D 4 > •y ' . v� r, r , 1 I � ', I + i rr�' ` -, - '• "7 T=25.3 r r 1 r ry i I r 1 � . t ' 1 A ❑ � �5-�-_ rn RCP TO S ,�. $s� ,, 1 y i +1 T ❑�� �� +i I=20.s5 r i r + r r T=25.25 i L �, I y WZ-+ •' s ; > . "s =NEW Dl : + - , r( ■ 1 I , + , 1 1,0 • + I s. _ ' \ , „t \ i '1 + �, 1 '■ I I ss CURB i i+ OPE R=23.0 I, 1� y l 9 1� S 1r l s 7 a' T f• >•r5 -f� '-;•.5.. M1 r I y 1 1 �5 '■ •'' 1 + r r I r + I ` •1 -- '� / S.' .000 SE 5 ❑ + to'a r I i { C7 - - I C� rTry a A HALT & • i', S _ \. \ 5 r �� ❑ i T5" � r , ', i� 5.5 + + + r o .45 �S o -F ` i i }}� sl C7 _--i f f t /�y. W BE REMOVED , ty s + r P 7 , _ 1 , 4, .. � . + � • I I a - 1 1 + + i 1'; I � Ist� T r; ,9 ❑ � I �" • -S•. • • . - • OP 1 r r 1 I ( 72" I ■ , _ • L • w g¢.. 26.7 I 1 I + L i ! + I + + '� 5 i 11 Q ❑ f--i g .f t •_ - s• •` :'s y ' h r+ + t r - , . , <o I 5.2 1 r r + i l; Z V) i r'- I (65'y 3D" i 4.9� ! i +` d `k ul . j eo '� I O/L❑O �--{ di .: uT { RAP iNLE1'a �. s' 7<7„T f �' /-----1r}_ 1 • r / ,' ' {� h'= _ RCP I i I I ! i + I ! 'I ; r ;�' R 1 1 (1��r� �Q�j1 N t .�� _ ` 24�77•`� 27.29,� �'�r• 'y; '•+' - 1 1 + �cj I 1 + + y I r I Gy 9❑ Q I q + 87 sw S•' ` r . .\rr / : 3 1.rr Sw�� s , ' / - ' J' ` ?. - i • 'i. T=25. 51 I I I ° + ° f + + �� ` rr r !/�► - N r .f ± I I` i + t i� G 'I /• �I �y Y .f•_' Ir e *•!__..• I • ►11��/ s Y■ 7 Y' �� ' - �k:' `• / J I � � { 5. 5} � - - ...: i .��'. •'•. _ �Y Y � 27.29 � ::,ti.•+• ' }: I=2].5 + 1 i 1 � � r+ r R T�FIAIRAIL per- }t i iC� / � W � - _ -. t.•= , - �V r_ ., .. I , DI I 1 , DESIGN z : 2�.29 `' ' r:'• •- i �5t r . fi �� yr. ' + I r BY OTHERS. + ' y � _ 111 Z ht 27.28 x `* - I �+► r I A T=24.5 I I - + 15" SW g.:• �' 7.0 r' �r : ` ..� . so , I=20.62 - •-15 r, rTOP=24.0 (-75" .-. - - - - Z6.6 '/ =ti - ' - _ .,'•• . , ,. • -- - +. I I !25 rBOTTgMI EXJF. 1 +1+, l =. DI r w� r , 25 ■ + I - e ; s$ !�; ' a • S `- • °r � ` " f 8r � �. �r : A y' � � T-26.5 � : r• RCP ` •° q ' ` 5 ' ■ 26.75 AL , :•:.- ' RCP 24.75 r r I 00 a y: :5 l ❑ r + ' s].•. r9" r r - 1=2D.32 .A { f) 1 ■ 3 ■ , 9 I r l �y rI I r Vl a 7 _ - r r Y ti �.. •sg _ ,r r I=]7.5 r I +r I ++----�� •; N,. - - --_- 26.5s / D2) 2 / r_ ` I + r I I "� - _ �, •-y'' � 6" rt �i � r � + ` �!• / y- �' • tl -' � �'1 l �6.9/ . ♦ - - + . , 'r • • r. r O -- r+ ■ Ar r I y, r +{ 1� 5 i r�, dsP f� 2 15 R OR l VA 6% y.- dss WITH CON RETE C1 $ I / 'so ' -' ¢ ' a . 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'l -r 1 7 , r , •1 _ 1a22 5 _ - O 'L INV 20.45 1 y - -dL-, 6 g l y{v■ �� r ' 26.0', 5.2 . 6`l r ' r M ' 1°-H t' e ` R FOR �j0 �' o CG7 ~ �„� �„� ° _ * + :e er zs n■ '� - Oy •� - tz•a■ - �` 1 i r 25.7 .� . w 5S - • r i I °� , + ' I f M S A[jE CC Fr r' r7 ! T=26.9 1r- .�-0 y2 r 5. 1 - - °� , 25i0 + { 6 J R_ ❑ W W n a■ E=20.55 - , _ DI • ( r 42 FES I u ' It c)g p 1 Rr+r 't ' �- [ 22.3 l I + , ° 1 10=a -- \ 25. • IL 29■2 S'I lt, zJ�, a� l• l r gO ���[�1G- ET1A l ��. , r + 1 C 7 5 ,y Tt P■ t 5 �A�4 �� ❑O� a �2r..L�.`■17'° `61, 2G [y I ■ IJr. I,r ry s* , �- y' Sir 2 ��. 4.5 + I '. }' yy I , 1IS �x5 25 V J V J `� +- r _ ; 5, `.•'. 26. �■ `�'O -!� rs'P ft Il 5' 5 CI I S.3 % r C{ \ e °Q fl s 1-. 1■ , C1 (W� 11ERFL0W] I 5 I �� I A IV 1-icence #C-36141 a � _ 25i43 T--26.i 1 . i - y - . • 5• ° �1 AG 1=17 p25 $ o ° `• a „ 1 I ' ❑ DEG SEA a� ■ . „t c-_ 5. _ 5. 1 + �- 15" FE! \ c m FDC TANKS - P600 1 '+ I - --- T25.fl \ . w ❑ �� ❑�} ', s p fl r ` ■r , ., `: tz, ■to' WE]R=(SEE DETAIL) - �.IL EET 5 H E ET c• `T ss l r:� 1 I f' r, p1°i r 1 r•ry r t IQ=13 2 i r' �� I 1 r �J �� _ I IIJFI�LTRAT]D TRENCI{ , 1 ; SHEET CL .4 'l 21 a r sip t; ..-. •+ �`� '`lA_.R , 0 ,26.'L3 �� 6 Y 5 5, Q, 3 �` is 'i - I _5_1 '} r' �` 1 i Y7F-� ' I r`-• ° '�. mSEE DETAIL r is°_ a '.iCi.,: •. M I. `�T�JYE � iC-:J':: A1A [ ' i� 91 [i�lmL '.t� ICr.� i!Ai IIL! ' - Ski •• -ems I.':. �.::'_: C 4 - ` R i i_ - "A CHUNE $44TC UNE AT l7`! AI ASCIE ' TCHIYE M;.TCIA; :"_' MATCHLINE ` r , e I - . y t J r 24.s _ ` (PLAN SHEET C5,2) + ` • + 6 JST Lt1E E � AIA7CHI]HE � uAiUHUNE � NAipiuNE c - � � F C! �'• " . '�, ' 4''8r'- �1 1 V H E E T �ti A= r =20.3 2fi. 1 • �} .t 2 5 1 T=25.D r' p �J \\ \ '� 24.7 - y i i I I I rr s, r Gi1T 2 .43 t rim T 26 D 9 t$) �1 + r I , \ r r GUR SHEET 2 . DES. ° G , ■, fi.2 1 �0 2�.8 s a - + 1-20.0 r + e 24.31 ! - ti �1% I ., o ,i + �1 , I i. (SIl t 93 _ r f ss 0 5, J I ' r I + 1 �■ ,' C 26. A . �_ &.1 ASPHALT ' 1 I ` ��' CI ■ � : ' + ,r r + , ,`�s, `, ti ■ '- ag-••' ,r' 1: �- t i 3 � +'` J., rr j ar � •� + j- �t'�l:c'1 1� crJ- '•y r / 5_ CDNC. I l +` 3 - I-20 d■ ° ,r }■ , . r r ,+ + _ �A, '' a '. ' �. \j,, t H! - %�,a `y o-❑ ❑��` S9 rr i q9 ° , "` �` Q r r1 I r' r ! r + AN[�`�� I y _ ♦1 E\� °7� ' f• �- Rom+ I 7 7 - CI y2 , p N 7, T=25.7 �- I; r r 51+ AC a t 6, 1 ' t I T=23.3 22.4 ' f'/ gip 6': • , rV r CI ^ 9' I 5 r r f 0.5 , q� \ L w 1• yy uftB INLET �, �/ '_ I T - r = I.` ` ■ r I + I + 1 �\ \ • �''•: A h V 16 i A o - + I=2015 6. 25.0 (i8' S - _ 5• _ + ' I ■ a � • - , , - _ dL� -�' I=20.D . o _ - T _ CI ', ■ , r: I d , + CI {W/ OVERFLOW} r r 1 24.0: •- I j ry ux •}' r° P rr . INLET 6.D ■ s =25.0 r ' A r r1r TR25.0 r r • k 1. � 53l 2 1 ;'-•-: r-.: � 2 $ i C�` Q SSGO r CURB 2 6. } f , r+ 1`. � r' r GUT 25,695a► ` S: 5. ! 1 1 r r a Q ' {,• A+ I r I cv , ;� ` - •i. ' V. x2.Q9 =• r ' 24�75 yp + . y r r r 1 ' WEIR={SEE DETAIL) r ♦ +. ` `L °�] + , ' 1 �. �1 I , . + 1+ °°{ r �ry . � `` r+ r + J+ 23.55� � +r'.' 3✓ 2 it ++ r ' � ,I 1i f _� r � . ■ ■ ir+r r 1 r r r . 1 r 1 r •• ■ r 11 + � _ I _ .4r gp RETAI I G WALL DESr7GN 8Y r hr r' , 23.8' , u 17'} 3fi" S7 i -A�t 3D" FES I _ ] U ■ ~ _ ` _, .` •' r' "1 ;S.a •27', T=25 7 6. I r , +' I 1 FI ir0-i$.0 ++ Q ERS. HANDRAIL -�`� ` 'rJ / J r ` �� - ' �l+ `10, P J 34) 5. {� , 1 I I r REQUI ED AT TOP OF W r r 1 Ao �, P ALL - _ I , r i 1 23.4 , nt-,urLI). •y:_ - 6 I=20.O5 3fi" SD 5. / CI 5• + r 1 I I I 1 I b TOP=24A ` _ .■ 3 O 23.1 . i r '- - d ' 5.2 T 24.5 ' S 7 �• r i QTTOm=E%IST. _ r- g ,n S' •�' e `2� g'S , r' / T==24.5 rr 5 1 1 ca yy� :: _ : , •y•-'. p'- ° ,r ' r + J ° °ifk! CURB INLET ,I .' I CI I `24.75 5. I °+ 1 J 1 I I I • �1� +e- J - r ' I - i _CO i ',,Y Gt1T 25.58 �/-- �: T=25.d 25.1� t r4� To l ss INV- 21-'Jo r" r 1=20.0 125.3 24.75J 2 5.2cl '� � � f11 t 1<ril��t>t YS�A I I I , , ! . ,=` ts' ■ 6'�J' ■ -- � - - ��� C1 (DOUBLE) 5. . , �}fs0 T1dN, r 1 i r , r 1[RA 1 i 4 , r I _ N a La .{ 26.45t `y f y -25.0 lk I � '' itf, f ° ir' ,'r x■ h `� , 2D.0i W. JPN DRWN. RPH DATE 12r15/22 i ¢•i V i •NcrxE�••,tP�.' +ST UVA7 t S 1 f ` , `. 4.E ' 7 25.D J , Ir r I dri Ir ,' , •% / ,■'l ,'rr , I , if ,r ra11 p � �' ' r S (ell7. oa• / �' .� ' 1 1=20.0 $: 1 } , t to r REIIIOVE i ;�� I jr i ■r rr / ' - L (60, 11 /� 1 n ' F I , CI y 0 I �� b g92 CMP ■ , / 1 ■ I - L SALE. •" 40 w a r• - . •• T=24.25 ' + I 1 , a r -.cP ,� r� r ■ r ■ ---1�_ �- _ s • . 6.7 , I=20.❑ . �15'}` I=20.25 + .+ r r , �s'�Qt_ ' • r i r r r /1 ta•Go ■ Dt� r -'o- -�--� C2 ■ EM4 UR sl + o 25 e •� I 6. 6. I - �h T-24.25 •rw 15 j F.- NTO + - - __- - - - -- J' / ' i I - ~ ?r- d 40 $� r �C GUTTER. Tip �4 7. ti . 1=20.25 ; " 25. �_a $ 120 ) a o T c�-i---�-_ _ _ 7 Exl------ . - - - RMERLY COMPANY �RD 3-O01_065-001 ` R15 CEMETERY l �1`I I I S I SHEET I i I 1 62.3 SHEET 2.5 1 l )R FORMEROMPANY l I I ' gVEYARD 02900-001-064-000 4ING: R-15 }SE: CEMETERY , , I , I I I l , a I11 1 I` , , NOW OR FORMERLY JR HARTS-PARB &- {fl: R029Ob-0Q1-063-000 -ZONING: R-15 LAMD USE: RESIDENTIAL �L -r- - I • 1 , _ _ : A C a_---- r� 1 - ■ ! TAPER ! . I CA ��Gh V rb `� i�' r' `J'- T'�27.75 _ `. + URB r'l ■1 1 L• ° 3. L J Q g I 2 ¢ �' i cv NLE [ems l V 21■1 ° ■ C� -- -tij� 1-------------�-- - - - 1---T----'--- - it i {e _e� , i' rJ I in 1=23.75 3 6. q G T 24. 9 /s° i �_ e ,• • 1` i rt I ■ I , ■ , r + �O F=32.5 .2- - +�+ w $ - IN 1.0 r� ;S.0�6 j • _� + ' _ J---- '• 55 L M L , r t 4 Y2,� 2. 1=28.5 _ • ■ , , 1 `, i I ■ i + (14') 15" a SO I , I .N I / r-23.0 T=25 5 sr err INV 'I r . �+ r r + • ' d- P F. HOPE 32.5 .` 1. r l + �� -� I J .I• s L to r 1. 2.0 + r 5 f 0. ' - _ - 3 ! 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Ee r : r r vs 5• s�� ' G A PH LT dt r ] i ,� - 1' NDERGROUND-STORMWA T=?7.75 I o„ ` CURB TO BE REMOVED i-224 Ita Dl 1 ' Ho -d 1a I s c+q 33.0 a � ' 2 AS REQUIR � si �� , r L-- INFILTRATION SYSTEM �3 Cf � + . � . - 7. in f ° y� ` `C [ •� y-- 1. + _ CI ° I 5.9 4 . f - - _ m ■ I 'I �' i J, �ro�' ■• �■, ■■ • ■1 .6 �" r r2. w - OAi _20.0 T 29.4 o C , II T �+ ft(3P INLET _� - 7.7" I-22.0[3 ") ��_- v. 28.75 - I+ `.. � I=21.65 I r � r �! - � J 1` $ _ � �24.77 • � 6 ��= - r� , I ry 'L I `, R ♦L, , ■ 3,7 ` `■• \ E r °�_ - - 1=2$ r + Lii y ' 1 .e \ ! : ! .� R- :�• 57'0+• r fr~ l ■ , ° :�1'`-T6w •S.• '•� •.i 1 I ++ N ;• iI SiSC o9 S,l�+ 8• lx ,`1`\ ` -r�ay,°■ 1 2.4 r.0 O r---- 's/ - L---'- 157 ��26 + f r 1 • ' S • 1 , yb / J ' S.Y a \ t• . i I { LL 6 4 �'•1 r, .°' A _�� 7. 1' 1 Rq 1 r ■ I a ~ ■ 7�_- • r' 0. r I -&- e` . di-- i : f + i `■ .oi ` i, ,. a y �. - ■ �� 1\ / �/ 5Fi•P ■, , 1 ■ CI ` ' f r r` - - • • �,' alp o r`■r , `� z '^� +� I 1a" 4 7 ■1 T=3T.15 i.1 r_30.75 c� 0.7 r, ++ r r i 0. I TCI T=27.35 ' • d Tr 26.0 ^ ■ S . S --- - ; .- .' to ••� .`� .aa + ,ca I I I=27A • r • r : E I=23.75 I t; , • '.. r ■ I �� I ° • i=22.0 r r r i+7i .' I=23.5 r 15126•\ - .9 ' ' . ' Y 'S'• : r . . V 7.0 I i - ■ 1 s' 9 + r [=220 �^ -I .f` �� ° Y - I NVERT D - a �+ ' ■1�r 1 ` - S.:' •■..# ' J ' , ■ a 1 v° ■, `• '� ..:5 rV i s . ; r �� ruj Li � r � i � + J. p - Cl +•1 � I.-�ENCE • _ T + I =2&T3 ` �: r �� � � ?.:• ' -- � .5.. � Ew L `I `F is • x1•°i r' I r I ; ? ' ', Lv T=2775 y In ro - _ -9.13 d Je �iP r21.34(N)JnI !0 5. r`tt O ay^ -rI=245 .I - 55 i22. r r o{{ '' U A, f {9 '] 30" P F. HDP PERF H E `- `_ , .y. ` 0=2T.34(S] - -`` • J r a p ' -`' 1 r f of __ MA L� ` ❑ I■t I ` - �J}--- _ o I o¢ � _P 11 r r pr -- 8. d w°t Jw + - `, y 1 5D 7p1 V� T ° TOP 2 Ir CU iNLE l4 I �. c ,1� [ _�° `=1 . 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' w J-N _err T-27.❑ �� I r d L.L U POWER LINE TO 8E RE`LOCA T=27.75 1=23.0 T J I .3` I r=+=�+^r�i S5D'} 4 35' E - --� " EASEMENT ABANDONED. 1=24.0 - I LE � i i flpp2510 1T i a - - COORDINATE WITH DUKE POWER �` m o�RgaPPz k 4 INV 20.45 1 ,,•'f `■_ ❑ 7 J I -4 L� S'm■i ' E�tlSTE G ASP NAf_T & ,' 4* 2 ' d'f_-- .J' = L = {� z I I I I r A CURB TO E REMOVED It GO '/ '■ f dr6o +t1 u , °) � ■ } > o 1 i ' � - ' I ,,■ CO ❑� r I - I I ° r sa 1 m3 • l I i rr j °I l ,8" i'i;V , °#a CURS INL 1■ n ■ r ft OAK 28.5� ' +^ _ - GUY 25-28 $'' , � �r , a F- V Z jM12"G � t,vE o r + 20.48 -m � 5� � 1 rr�� I i ' I .53"c� � ,'f r 9• AMIIyATION vJ INV ' S'LX T5 W]C5 2 ` 0 I M 1 ', ; ,. p LlM731N 1 1 � f Q . 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S �* GUT 25-10 `\ } fr ''INV INV 18.55 ` I J/ =V r ♦ _ : �: i OR FORMERLY � � I° •h;� +1yEE.■�Q.`�. NOW OL0INGS - WPE N p AGE 2428 - rL�_ ` BOOK 5305 0_002-❑fi8-00O ,'•`IIIII 'U ••• R0290 PARCEL ID ZONING: 6-1 ° + CLS MEDICAL SEF2VIf LAMD USE: I W W I SCALE: 1" = 49' Emmiiiiiiii _ = I,uz i Z) 0 40 80 120 U U 7 ■ 1 r 7 •+ r. ';i - - �. • i • ° [ RCS 121 25 • '`■ 1� (� ,' j I T• 1 , Ir r a P�7;) 15 ' 1�1�V r f ,•t...D! , I L -_r - `; q 8 11 II :r: .:•r 6. r30! & I ` 1 i ('}8') 15' RCP 4rUR LET } s s f s`s t M i /T 24.61 r _22 BUILD I 27.29 26.8 1 rill 3r r Ui 234 O R R 1 j"S S�,J� } ,��� 1 fr li T y 1" FES w ! 10'LxS 1t�Ig4 ,�s li 's i l 1 OR aR�E L LE °� 21,1 L �C r f Tp y • L'1 y f1V W, , i i G1' f r I {1 '� r T=25.25 / Wx11"D r ,� t i ck } [� �W C �� l 21.Dr ET 14 �r�r' k :ti - - -' T� 7 °' , <' i r ,` • i RC l r=2U.s1 � RIPRAP ENERGY ��]P p AG g�5 iN 1 CURB iNL +_ 2 +' + D� PATER 10-17.Q ti s i ■ I c lr; i -o• ;lt o �10 G: i1A l UT 24-2fi \ n ■ 1 l s . :. 13 +�� + r i L INV �h]liy E�1 ' 1° _ ! d'_`, a , 1 • k , V 1 1 i 5 �'.•it - - 5' �.I r r Y• ! ,2"P! I I + 1 R• I CC^� S�. • . 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' v . - '�.: < y r -'•_. ° IP I t 25.25 , r-T iyr l r a s• �f._• rllf °• r` °"-r '] 15 ! ■ 1 r r g'0 F �' r I '� s - _r¢ - - x + , y. " r _ _ _ _r�+• 7 28.5 - - 5.0 r . ! I � 'i � [11 r° 5� Ir: �*" .�". . 4 r ° �,Y+., - -:. •y-^ _ _ _y�-�.� RCp + t, 1, r r fr 90 7` tip, i I 6+ 1i a�; ' '� '`. o� �"` [�R ` °, .' I=20.32 T>3 ' + ; ■ I f ! �>� , l Q O + -� - r S : . 5` ••' 's J� V ► rf r 2Ji],5� . , rg • r 26.75 _ p AL G J:,^ + ■ {29') 3U' R ■ ¢ 24.75 r+ FES` I ` 1' i i ` 't ~ 1 Q C4 .J _ �' r , �1 •y; S.. W i ��- F. '• ---- 26.55 J '102) 24 �~ r / ' + ._ .� �. 1 I f17.5 f i 1 1} 1 i s i-3 1 1 W f.a / +', i P. l�l � i HALT FLUSH / � � - -- y_=- •� ■ - �s � s - ••"r 2 T5 ' f' i ++ r �, I I , '1 ,l R �oR l ,l _.1 a $� WITH CON ETE IX a ��M1 , 6 ;a 1 . 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Fr 5', I t i ' } ` ❑ i >a r !r -28 yJ5'1 • �' 9aL D+'� ° • • , , ____--_ _2 + I I I ■■{ s it - �_ alr, If - $ r' rxa� 6.2 1l ' �rf - i �l ■ r 1 t 1 + _ _�5 -�- s • r i ` +2 ■ 5 s 1 � 4,75 4• z^I • r , l , y1z r U) Ppop INLET - 6 7 ati CI _ l _ 1 }I1V 20.4525-10 ss-df - /-� cfo�/ I=22 5 ,`��r � - 26.0�s 5.2 ■+ 6ti 4 ■` T ,sll ig•µ• ! s� R [�.�+] 6 epTt sT 'I r _ r d 6 t; ° K a �R o� [ ��' {%q [� �- ` , `ay , I - + ` , S, �r 1 't 1, n �G 7 A O rn j- °.-Dl�+ r - 1z^°! _ dti k so r fi. �i '� I 1- _ns i 1 r r2"H� ly �i I YY�CS 2� V 1 /�f L �J (J Y ar , CI �O , v I �'- I . 01 8{ ' } _ I 1 }�• h i I 1V L h G 1, r , -�• 1 ;rt3i-- r - � • r 6 n /` 42 FES r • :l +,i i • i i t + � n r � CC , ' I=20.55 5sr • ., r CI 5. • ' } .' 1 25t0 • I 1' i Y'I ° I t i a da3 1 �J �' V V Z 4 s .r ;n , , �` T 25.2 --� 5 � � r s IOC a I :t 25. =24. Is � l. ` 1 c) 6 '- R~ �1Pt +s } Q1 ,' '26. i 5 / f ; 6lg ■ (15') 15` ---- \ i ! s „r' I 1 a it l g� xoNl� 51Q � _- r U) ■ '� 1 , _ 'L7P-J .� ■ t2°G . , ♦ ♦ - (;� I r ' r . .�__ ° �•�•�'jr] _ yiP! 111 I t I tt o�E; R �- 4 $ it r I=223 e ■ !.a ` t� ss I . ,r ,=21.5 1 l t s ° - zP- s f s / 1 r •`;6� ' ,'` ' ,r ' 4.5�p�1Q C� LU r , J 4! +T ° - -a_ t� .{ 5. `r 5 CI 5.3 i CI .., -� 1• r, CI (W� VERFLOW] r tt Aa /.4] �J - �j 5 A t ° a �• I t r 25s43 T=26.1 / .- I f Y- `� . ' 1 T 2 i I g Cp T A N Y10� 1 • _ _ ,4AAG 4.25 �� (i� 06 (/'� � fl� T r /� } rr�- `t. 1=20A5 5. 1 ° , ` -� . I- p$1O I m ° ■\ til'•\ 1 ! ', Z7.0 ' i 's I + 1 i , Dj 'Ao V uC1 VJ TANK SEE P�E ET C2.`T _ ry °s °• 6. ! ` ` a `" 5 - _ ■. r r , 15" FES \ . • f !T'O � WEIR= SEE DETAIL} 67 , + Di r I t EFTS r S H E El" _ �_ FOG p1D1 ' � m- �� � � i ,' r v r 10'13.2,� " ' ,6 4 r - -- 51i u T HE <° u•' t �� ° ¢ 26.23 �. • 6° 5.5. 1 1 - ■�f' +r Lt`� 'wv_nsr�' I \ ��••1, SEEDETAIL TRENCi1" s+ f r+ t l �- _ II %M%L c - VATCHLvE UATC7 NE 61.�TL,SLINE UNE R CHUJ AT E TfjiL"L uni "E nT {`1 �`A'ICR unrCll: FldS HU; _ . rv.:CHl.:n: 4 rj. 4 Ai• .Lr 1'A CHI E rµ'TCHL t F.i[, [ +i11E rI ATai 1' S�Jq,Q1E UATC11UNE MATL UPT NnTCHUNE TCH,LR -� � W ; x r l 'c `r3'„ f , " = PLAN SHEET M2 i r 4 1Z• T=26.0 .9 - {i8] 1 , - J I r .` r°Di y26, 1 J 1 - 5.2 i r , t'j \ r ■ _ i I I. , 11 r r r .43 ; Q i- 1=20.3 T=25.0 T 2 T r G C 7 0 y ■`. i 6.2 p7 ]S�Vq 2`�•8 g 5. �`A30 r 1=2D-D i i i ° \24.i 1 24.7 � ; a•c� o� ss'' is 1'r I i f GtyV 1 93 'j7 h�� - H E i - L.i2 `6 [�[ R I� AGE E y W 6" SS� ■. F i I[i F i. 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BFP'S MUST BE INSTALLED PER RULE 0.0406(b)(4)(F). 3) ALL WATERLINES SHALL BE INSTALLED SO THAT THE MINIMUM DEPTH OF COVER IS 30". 4) BUILDINGS FDC'S MUST BE WITHIN 100' OF AN ACCESSIBLE FIRE HYDRANT. 5) FDC'S MUST ALSO BE LOCATED WITHIN 40' OF EMERGENCY ACCESS. 6) ALL SANITARY SEINER SHALL BE C900 PVC UNLESS OTHERWISE NOTED. 7) SEE ADDITIONAL FIRE NOTES ON SHEET C5.5. f ! � r + m � f i �-- 04 r J CJ CJ 1 Z W W F r f r W U (n Z co C0 n + I Z Z Q W �� rf ¢ o J N JQ3 �I ' dy� FORhfERLY r <1 U I i r+ i� �,♦ NOW OAS}{ LLC FORMERLY OR FORME Y r O V ❑ SL 351 h-D000 NOW OR PIN- 3270-29- N NOW DALARCO r Sfl µpNKoL� SLASH LLC -DODO f TIS C GB NOW OR FORMERLY 5320-DODO 327CALARC 65 Rim 23.40 NOW OR H FORa - C ERL T � " CALARCO PIN: 3270-29- PIN: ' INV 1"5 IL a ppilC \ 7657-0000 ZONING-. 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' F♦ ++ � ,,,� c ' .'f + ,i '' � � L- T--� t I� 2 - 11 6" SS� I FDC _' 61 C (-76"Y- ' f rf�+� SCALE: 1" - 40' rr 4 + e +rrr f ' ' ' `� , ,I � V� 35 'I ', � - � r'`" ! � +y SSCO x' 1 [ \4 `, $0" `1 , - 6.33' 2,'� ■ (- { r 1 f KEY LAN & 4"G E �" ,;, ■ -. - `, , 6.67 PROPOSED -- r a i;1 r ; r' ____ ___ - 'j I n " i� -- , l' I `♦` ` ` 5' N flll �� 1=27..67 I rn 0 40 SO 12066 TE --C_t + H C, DROP INLET NOTE: - m TOP 20-94 INS 1 } THE CONTRACTOR SHALL VERIFY ALL UTILITY sp MAN"°L� CONNECTIONS WITH MEP PLANS & ENGINEERS 0 U N z3.57 sa MANHOLE RIJr PRIOR TO BEGINNING CONSTRUCTION. 22.67 RIM 14A5 _ f"— 2} BACK FLOW PREVENTER DEVICES MUST MEET THEz ,NV 14.45 W W R!W rr ASSE STANDARDS OR BE ON THE USC APPROVE o W W SI MANHOLE ���—f" �d �" LIST AND ALSO MEET AWWA STANDARDS. BFP'S � N 2 RIM 23-24 � /'� yNY �% 2 -��� x 50 MANHOLE NOW pR FORrAER�-Y � �•�� � MUST BE INSTALLED PER RULE 0.040E(b)(4)(F). � z � R) kNH 5CO TTS HILL BAPTIST � - �r NV GNu�cH OF W1LMtiNGTON o 0°2� 3} ALL WATERLINES SHALL BE INSTALLED SO THAT o F �"y w On 2 IN_B3273 SP 9 So gp00 R~w R�w�� 2� .�= -- x4-_ -2�- _ __ _____ & ---- °'��o� THE MINIMUM DEPTH OF COVER IS 30". �? W w G; RP - zo ZONING: -�- - '--- 24 �- ��� - -- - r 4} BUILDINGS FDC'S MUST BE WITHIN 100' OF AN � Now OR �' --------------- ACCESSIBLE SCOTTS HILL BAPTIST ; zf r CHURCH ��6 ¢ ,�--�- r — r FIRE HYDRANT. ❑ Z J , _ �� Q 7Q-39_7034-0000 a a� -- --�__ a -^_ .'' - --�� I 5} FDC'S MUST ALSO BE LOCATED WITHIN 40' OF a W 32�gNiNG pi J !_ � __ --Q - - __ 2---------- _---23 ---- - - = �1-_------ --- Ra �, r r— ON AREA rr�1 1 EMERGENCY ACCESS. 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TGRRE MATC„LINE LIAT[]ILRJE 4'TLHIINE uATC1rL. NE IlATCla1NE kATf]luhE MA } I �'iCs+'_I: HAI G'YJNE un iL`iuNE MAYCYUNE IAATCHUNE MATCHLItiE 6,A' L'FE MATCHUNE VATCHU+E NAiCIIIlYE 1�/.nTIUYE UATCMINE RUNE luAicy. T-w A YATCHUNE = uATC r£-NATCHl1HE-uATpiUNE YATpNNF i Top 25. F t lIl �� 1e.� ss =z. o SH C3.5 Q SHEET C3.5 ` 1 i t d s 1 I i 'A 'i i 1 + 6 3TI J DIP WL 6„ 55C0 NOTE: t:tia�R opTic } II ; I �,�° EXISTING 0' o POST + + t , i 1 I 1) THE CONTRACTOR SHALL VERIFY ALL UTILITY `, �, , ' ', l 1 lTPI° PRIVATE AG ESS CONNECTIONS WITH MEP PLANS & ENGINEERS ' I ` 1 i AND UT1LI Y } ' ; ; ' 1 EASEMEN i ` rf SSGO 3 PRIOR TO BEGINNING CONSTRUCTION. t I; l 1 ' 2 } ANN L BACK FLOW PREVENTER DEVICES MUST MEET THE ;l ';', '�} �� i ® r d /¢ c 5 1 1 N i ` 1 o I , } Rt 27.57 r + , rp ASSE STANDARDS OR BE ON THE USC APPROVED l l s i i tN 24-72 j rr F` i� °° r j rrlr CP N t I , ,1 { PROPOSED ! + ,�_ + , � � R N LIST AND ALSO MEET AWWA STANDARDS. BFP'S `; ; ;� i tfl,,! 30' PUE l v+ 1 2} 3Q' ll E INSTALLED PER RULE 0.0406 b 4 //Fl. ``, �, I �'; 1l A ssM�-2 rr ;I ,+ a CORE NEW 8" SS ¢/ MUST B )� )( I 1 f 26•52 I�++ INTO MANHOLE. 3 ALL WATERLINES SHALL BE INSTALLED SO THAT 't % �, } lNMINV•-17.98 1 I + NEW 11=18.000 » i i I i i 1 11 1 • 'tic OUT INv•_17.96 rr + r SX 6,. C900 P�n5 rss THE MINIMUM DEPTH OF COVER IS 30 . , , t l }� 1 •�a� ` s , I s I i } \ } O FORMERL NEW 11=18,0 N rn rn ' l r'r� rss `ss 4} BUILDINGS FDC'S MUST BE WITHIN 100' OF AN N°"' QERT+ES LG ss i i i '' i i l i[ 1� I PR p AGE t , + , ' I i SENC A 57 cv v-1 ACCESSIBLE FIRE HYDRANT. ;� ; i ;; r 1 eooK �5 _obi g4a`aoo �� �,�' z y m - RQ `�OaStl U Q r `,'' 6 'r 30" FE5 5) FDC'S MUST ALSO BE LOCATED WITHIN 40' OF I ' " ' sl } I ARCS ° 1N E �sriNc �; ` 'r23 71c ' a i I ++ i' t1 I ■t3'P > > 8 }3• - � •, r ° EMERGENCY ACCESS. �, i • °�L c � �M� � � +ir +ir � I > , 5 ALL SANITARY SEWER SHALL BE C900 PVC T°' SOUTH I'"'� IS I } N � ', � UNLESS OTHERWISE NOTED. 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INTO MANHOLE. `�:.. • { s ,• : • z p ¢ r 1 I r i• : _ . CURB ❑ �v __ cu fNV �17.98 r , r NEW 11=18.0 SS CO GUT W - IN 196 �� r+ r�'� 6„ C PJ��$,�5s -Q� INV. or � �ZZ w 0 � ti � s I} \ ■�°�� ■ zz•° OUT INV-= � �_ U Q .� } II 3 l NOW b FORMERL LC NEW 4j=iSA) ryrn r Irk n r.A I ENCA PR PERTs _S 67 !n Yn 1 +r r ss -� ss s . d ❑ Z V W l I I I '4 i sl 1 S 45 PAGE 040 cv 14 f r BOOK gQ0_D02 Od8- If I1 D [SHOLE r i ,, 1 4 I I s1 l l ARCEL ID - p&I x �� 38 + S •'� Lu J w 2 Z m a uQi , , , i RO � I ■,3 P� 2ONIN �2) FES W ti �Xr �' + RI rrl3.B1LN r '� 30' � Z C3 Z oQD (Lo 33 = E ',I `l' ;' I I q53 STING ,wA► V7r23..71( rf e` 0�Z�Da_ I • o�L a WERL! r r J ���C-)zoU' NN 3 i r ! I �+ W C7Z❑Z(D� 14' BEL' l iIi �` fs I I eRSE Al ball+ r' 3 REM VE zu WZZ- QCt]^cD�� a� SOUTH `4 I ' I i 1 2Fl & GUTTER. � Z Q � � o r` r --INTO W[LW❑❑-rr. � EASEMENT, i I ' � � } � �l�•LI•� °n>< •"G ! r EXIST] Q7 .� I I � ' I , `, 1'i i 1 i' i i I I �1 it ar ' ABOVE ❑ Y D[] U] Z � t ; �I l' l 1 1 l ■ + ! y SEWER SERVICE ASPHA4T 5 I Ill i us xs i I l l l l j Rai ILJ V y 1' 1 � I i i i I i'o�i i l r�` nc �,5•U PVC FIRE WI 5 i %} lii'i i 1p l �h ,� r �' j g" C9OQ St y'I I'll s 1 l l 16 v • • s°P 455' BEND I i ai f '1 PVC WL � CD {fix', so � '/ � cN SIGN 2 � ,r, rfi d` C�]orr � op ii sa I ■,x'POP 0 U cv �1 �Il REMOVE BLQWOFF R u�+ o EXTEND 'I51ING PA U x-4 's11',yii ■'' 1 ' ri WATERLINE 16 PvMo B QiE4�5 ROVER +r rr � � ycoo ,.7 B Y HAW ■ rlr C) - +� I 1, ■ ■' , I "+Yti y+�.P Ott ° sn ThANHOLEs�. o ■ MM 30-07 l I ; 'I 11'I �'S ` , 47 A_- 014 INLET,NV 2 EXISTlNG "G 5n MANHOLE CURB 0.12 �rT 1 1 , ; 5 1 ■ 5 I •, , • 1� RIM 35.55 12 S MH 1 ■ I --I x RIM INV 28.35 INV- RI s �8.'JE7 �• r f t N F1 LTR A TI O N UO t k 11,5 i E,■ti d I` , • tit C CURB INLET i `` - 1 .�76 r BASIN l- i { i ', I'I ■■� ti ■� I - SS MANHOLE GUT 30.59 `�i1 INVWATER BFP ,� ! SS M NOi E L Q c� ` i ' i 1', ��■a ` �I RIM 33.83 INV 28.19 3...; . .:A. -. VAULT RI 5 3 r INV- 16.33 4 TOP= 24.0 ', i 5 \ ', �I { `: I _ - •- SIGN _ a' + rYj 28,39 '2 ER FLOW _ ! W 1 ;,,�, \'■I��` � �` - _ I _ ---__ �- '■. AILI30x -- =`_ ?► ' , -1.8.79 �, ISH�Z Cx BOTTOM=20.0 �� FES N �. sn i� Q l 1 i �■■'■ 1 'it 1 �~- I FIBER OPTIC---_�s'a/ �,6 ' S■ ■ RIM 29.4A $PCiC 5 ■ t- i - ll r -■ ■ ,°-Rc° `,s•� I I N 2s.KAP 2 1t �,S■ j l ■ `�` ■, 'IN 1 11 POST '____ - �- . ■ Q + r CURS �I \ ��� ■■ ■ [r ` `-�-'`_` -ice f GUT 29,09 24" RC � -' l - J L_� _ , _ \ g4 r-1 ■l ti N-` -� 3g~- ' ■■■ 'i i , `-�,a r-r �P V �r<so D p INLET ; rn 1CIO i ■ - l SIG ` ■ 5 ' `/ j 1-i \ ' `.` �- k1d. t9.25 UT 24.55 nri 'Ss 1__ ' ■' '~■■ , ■�0. LyTILIlY EA WT 1 i i i i -- ` 81 _ ' �x 2 a5iGN GNv822 '5T ` pJ \ , ■ ■■ \ , AND ! 49 pAGB! 35 r - _ `2� - 1 �a r r {Q� V ■ ' ■ ', MAp BOOK, � n ,■ � i � I �+ � i ■ i J�r - - ��r ` _ _ � `ry-__ `�-� w _��� 7.6- _��r- ���� w PE�URB l Fri � �]' ❑ O y H i � ,■ + Jr � � r , ^ f�,�.. �Y � �r - ` ,_ `�-,,{• ~`� � ..��9� �--'+°�-� � ►_ ,CP � � J� GUT 25. ~r �' + i + �^ rr^ �' e LI f ', - a �-'2` • 1 r[ _ 3 a ■ `� _52 W `ter _ s.0 LP 'S INV• 22. (7 C� ` i '' .• r � i '� r�� WqT�-�RdE t r - e � '�5I�WE.F2•-- f- �� ■� I �' Z `�` WALL CLyR9 IISLET . -�r�� ■ V'R l<< `ram_ �0 �` • t ■ +� - Z GUT ~52� `-�_-� UTjLlry ACC . .. .r - ■s'o /CURS iNa r --_3054 -`- -tiT I 3 3 - l�', a fpS 55 '• ` �' ' - 2a.90 ♦ \ I- --------------Gra r T5^� - 38 ---- _-_.BURS INLET ED 'N '.s 4g £�� _�� C0• GIST hNLET s EXISTIN J '■ ( - J$ -- GIST 29.41 'n .� Ar1G� 3,51 ] `, `, �� � J, INV }9-10, CUR825-09 \, If CV _ _ MH �� FIR �; ;•_ _ Ep(y�T. 55 I f �£ ; �� ■, rP rKv zo.67 1 f+ 1 _ H1'DR - _ ` C----------__-- r`-y�tM=30.45 r 33 = _ ��� - `� � N� l ts'o. I V..v 9 ` ` ' �� '■ c� InILET V r� 1 !it I % {i io `■■■ POST OPTIC F-y,cam. .jj`iV �irJ y34 � ExiSTING- i ,~3�`tom �� ''-- --2� ~■ ,5'S -`���¢ NRT 4,3 �° i. `. ' � I r '■ .- ' Et-1 FIRE � r' `:.� ,% -' •� \ �I �„ ex , ,-- ., �.. �_,� � I l ■1II `■` ■■ r HYDRANT FIBER oPiIC`Cf'_ ■`1 . �ry ' l I ss MANHat�� RB INLE POST �- _ ��" _ ■ l r 4 , •` ' 1 ` CU k�ysr N� �" ' I' - ' '� I IT Licence #C-3641 l ` .42 INV. GUT 4.67 O - _= L i r , N I CURB { i ', 1 }_ `���' QIK / 15.4t INV 2 LL . 5 , GUI 3.9g l 11 Il wry NOW OR FORMERLY o 5 + HOLDINGS LLC G.V., 6 "_ a9 i 'I i ~. i�F¢ 19-3h N 2 ❑2 WPE HOLD 48_ 000 ANp tl„ `� r . 5 L aJ L l r r N ■ PARCEL iD - MING: 1B-1 4„ TAPF1t■eG SLEEVE 8„ CU 1N & MAHOLE � _ ', 1 zaNlrsG: $>,x x sD �� r I MEDICAL SERVICES - ,'■� 1 5' �,�w� LAND USE: MED G V. TOP 25.95 ` I ■., �" r ', i A, I Des. JST 8„ INV 20-47(1$1 r NOTE: ` ❑CAT INV 18.97(3�"� cuR8INLET ' 1 { r GKD. JPN R H ', PP IN 18.71 I ll,l i �,■ ti �R �ry / fi � .,� �.. 11 DRWid. 1 } THE CONTRACTOR SHALL VERIFY ALL UTILITY (f} N I ` ' ■'. �� ;-' r' i , r CONNECTIONS WITH MEP PLANS & ENGINEERS l �s 46. l �'; �. `. S9MANHOLE /`� �-" }� DATE t2j1�/22 PRIOR TO BEGINNING CONSTRUCTION. 1 I' _ , _ _ _ --`� -I2iM 25.a3 rCa , �s/� 5, 'is� - tG � '21 2LIRG INLET INV 14,46i / GUT '43 99 .01111111■■■1 2) BACK FLOW PREVENTER DEVICES MUST MEET THE l �. ,.••�CAR s s; • ASSE STANDARDS OR BE ON THE USC APPROVED l liq C3 1 I �r• r r • z o �b o LIST AND ALSO MEET AWWA STANDARDS. BFP'S �` ll l MUST BE INSTALLED PER RULE ❑.0406 b 4 F . I I �. , INLET _ • r 1 r 1 u `i ce' _ I J ti• 24.3E Z► Q ■ '� \ �� 1\ l ,s Tn G�82�50T 1� of `rINV, � � s Lo 1 1NV 18.55 / 3) ALL WATERLINES SHALL BE INSTALLED SO THAT Il �, �C3.4 _ �� . `lJ�/ .'v� I C3.3 - 8 - - THE MINIMUM DEPTH OF COVER IS 30 . r� dw oR FORMERLY �" l N 0LE N 4 BUILDINGS FDC'S MUST BE WITHIN 100' OF AN s. 2 wPF HOLDINGS 242B '� .r? 'R 25.53 +''..s• rUN'%%% } �ba-oo2- ACCESSIBLE FIRE HYDRANT. l ` � x ;���a�� � �2 aooK 5305 bsa-❑bb - � � I }R-46 ,, � S C3.0 PARCEL IDZONING: B-1�}r , 5) FDC S MUST ALSO BE LOCATED WITHIN 40 OF C3.5 � MF-DICAL SERVICES a n. � LAND USE: V EMERGENCY ACCESS.�-- 6) ALL SANITARY SEWER SHALL BE C900 PVC 1 Q SYMBOL DATE DESCRIPTION BY -� = >!� _ W W y' UNLESS OTHERWISE NOTED. - SCALE: -- 40W W �� I REVISIONS � = a = y' C305 7) SEE ADDITIONAL FIRE NOTES ON SHEET C5.5. I Il C)2020 NORRIS & TUNSTALL KEY PLAN 0 40 80 120 co V3 MATC"E r } 1 Lti �.y / IN 21. / 4'R� 1 X�JAN 1 (-s2°} sx' 1' �NV 1��94 t', t I 1 l qq ft FDRM�Ri` r f U '6 l _/ TV. . t r ss r 1 f r + 1 I t i t I 1 m G T 24 9 LP l _ R ,1 ` ■ i l , IN 21.0 T ''� - 22 r 7r I 1' i +i 5.16 Ir ,' i ,r' r' r' ■ ;� it 1r i �, 12 P�' + {+ ��w DE g8 l y 1 1 t P 5 / 6 I I CURB � , t i dr P A iNt + I { , ' J GUT 24.26 I s y•: ; - ;� S `s 1 r 1 INV 20.87 I _ - : F, �: t� 1 ± r ii i `i + GREASE TRAP �r ++r+ l 1 ++f 1 �fr �; I ` ' I, �t�'� l 8�Q ZaFkA Ni�C'�51p��lA '. s' 4• , ' tlI'll", C I 14"x61' _ �' � , I ' , � J� I � r r f TEEr r l , _ �- - •� 1 f r; 3 "''' - ,y t 5 G r . t I 6' G'1 + i t I Y, t �� T nNG- ••�7 ,'"i '' -' i•: ,i• . •: •S • 5t ' T , 1 l ', ` I �` F `t ', '. I 7 ! L1• I -p f I '';I L 1I�-31 � ! z TO BE REIArJVED s ." i:' • \ i }` p � � 1 i q � . , I SIS + r+ it q l f J EQUIR $ S5 . ��21.� r I r } , I I t 1� Q C Q V a SMFIJ(�I ' E ' + , �/ a ` , SSMH#11 I 1 l; Z (I3 l y D ' �Q `� T �]' �_ < -■ :.- ', / i - �B + ( 833 ' AD +r I 1 I ' + r (i + Ill -GRADE I , �� �l ,i f� O U T=GRADE i i r i I r 15.41 �I ,'` 1 .I I ,� �' �rl�� `� , �i ,� {!1 Z l _ TOP . .` \ i c.11 1 r / , II(N) 15.fi f i i , N r ca 1 , 10=15.36 r }� 1'' + I O t �' A CIJ Z ' J / 0-15.55 + r f I I I�� s`t y r° 1 9 w A ' 0 $n .�7.5 r/ r I 1 / QU)��r 7 ❑ sue, r s / 7.33' .�'� / '' i 1� ' I i - . r r l �, L 1 41 U- I s e� / r SSCO 1=20.0 �N + , i i , �'� i I �! + I s �� i D_' _ •i : - 5.:... , / _ , ,' + . 1 . r {j + +f It 11, ' i t 'fi 'l Z _ -- .. • c+ ``t J _ _ 1 / r I 1 ■ + i F 9•� f 1 5 I I -__ 1 Ly T s.. • �` 1 ` l 7 - x 0.0 - i=15 DS{l;&D r i+ ii +r rrr i + 1 i; rr ' 7 W �� s - I' *� EW - 8" s5 r--- I0=75. - / ,< `■ o -- i i ,r I 1 iu+ Il , , i 3 1 [V l U s r'� S _ s M>� s v� ►�y.' - f . 'a t , 1 Q 5 DRMER Y 'l J I m { 93") - ----- 1 72 is _ o N 4"x12� TEE 1 �W OR Gkk J Q 7.75 11=15.5$ oo h g5 8 �- J `" C _ 1 '{2) 14 GV I i I l iI S 2� �G l U ' �= - ---- r A _ � r , IO=15.53 /� � -- _ _ _ a~ ^' - j� ' f I '{2) 14"x12" REDUCE r ' I I 52U�' 15 r�yr 'g r --`- ----- `. 0.4%.MI r� ~� 2 x _ �� 4 '+ 3tpQ ---> ■ ---rr __ r I r" i,2 ', 1 l gDOK xCN.�AG �lpgjjlAi i m U ems' C' r t __- _ �sx. . .■ - - 1 �� ■ . _ _ ,--f-_1._ _5ITJ•P t L' P`C- _ - W r------ ,- *- L - �' - - dYr' T2'� l`_ o� r' �� q }00 Uj WATER ABOVE SE ' , i i FIRE- lCn 12 orTo• HYDRANT t • 1 ' - J als � � o!'I Q ■� 1 �� n, � ----'r 'if , ■ r '`i- r� ++ 3 [i �• -��r' g112~ `�~ •0■ �6>. �P1c � ` ■r �16dr rr � _ �2r- I INLET �7 ' t'' ,5°■1 �Jr ` it �, 'l /` ` i i i2p ' `■ `. 1l I �` i ', i J J Z z pPp25-10 } LJ r� ' ti - �`Mao■ , r J ■� . �■ z + + ►� ; 1 i lg tti■ i ' i Q�R Y INV 20.45 yt�fl■ �� ' , �r , - i �2" [y �y It,nr+lj L l �R0 vJ �Yor�• r' e� -�- - x Zpxs+� -J_ _a5 f- 1 ■ld [v �Qw,A OWs��^Y Y7 r,� t �� �/�} z 1 r , r12 fl■ - �� V" G _ r rl '` ' 12.},� 1',1 t I , 1 N'�7� L ` 1 /r}/ • ` - O CO CO�, ! r �l,r ilk' + 3 , t', I 6()B3 Pt 15 i� ' SMH#]O �11^0■ r tt `l Cl} 1' ■' _ 1 -- _ii� �� 2 } 1 I �K 2 1 p% W �..�..� r .r 1 say`- _�--di__ I I JI t �Aa _-`, ! s t I', Ha '�• l +r l SU C1 ' ra'! } I1=19.55 i , 17'a '. `. 1 �t ^' ry + .5' r - `' `.+ 7 ~vIF s t } i ' 1, 1 ' LA 00, (�J� I- ,.%)(5.2 = 3 = , - • a 1s^r.( ti WATER / rr '%'',�� 1 "0J 9.5'LX �APAINATIOW 0- 0 'f �• ' - ■ - OW 1 E 61NG r ^ ' + F BOVE SEWS i 1 'L 1■ 1 - - _ \ .l ' rj1,� ac f i i i �� i l Q/� DEC LlN1 Cn _ t~ , , , ■ r■ ! $ . 1 1 1 {l r , TAWI(. 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POST i I U-) I I 1, 4* q 5,Ly,5.5 11 I i 11 I I I *jyG — (� :D .41 11 \ , -1 ) " I tcw wN i�t� ON \ � L 4 I �n I I I / I 1--01' ', m / - - 0 1 7#10 T I � , , � I tl� SE I I OF-CUIII 1 � 1� PLIJMblt�G � I I � " I ) ; i --- � I � �,NK-vs P1 01 pr000 - I i I I % 11 -v, 6 't I LP FUC 'so F , � I : 1 0 2TO , - e N. I I mv --g-xe -F- // F- " P�\j / r HAIG-tuNE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi w , 1: I fmLJN� m,;TCnir;E �� MATDIUNE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� MATC14JNE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� P!ATCHU�E �IIII M�F�UNe � 4�z �IIII MATCHILMI: YAT�ul!� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� MA�.U.N-- UA�m;� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� UATMwE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� CH.U.4Z `1141T� � I.& MATCMNE T - - MAi E �IIII[ WATCHUII-Z �IIII MAIC-LWt IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� UATCHILINE 04L,."- - - -- - --� -1; I-,- 11 IS V -_::-- , MAT _ I I ; t I I I I L 7 bw � I I I 11 C� 'I " I bw It? It I i I , 1 47", 11 I . C�X� -� , - 3w PP NNI L I 1, I I � I 11 I NEI 1 1"4 11 � 1. 01p %L 6- sSC0 1. . GU-y 4 I I I .. , I I I , 21, '-V 6" /:' " P,Cp L - . t I I 0 Iro ,A�l , I 11"', I �� 'S F 30 . . - - -TIC I I 1 ,zl' 1 1 1 'R -- F;8FR ap I � � I �40 I i I It \ Lo a -�r&w 2) ,I . .. . - .- . 114. , I I t I /, O' I 11 I I , � - � - � * . I � 1, 1, EXISTING O' . , - ­ L'.- POST -cr % . , 4 1 6/81111�" 1 - .i� / ��) I % � 1 1 - -, .--. I/ IN I 0 JPL 3 11 11 - / DDIWATP- Ar ESS � I "I III - ZZ - � I I �, I I i 0 N N i y 11 � Ai 1�� / ,,,, I I � ij �,� I, � , 1� -, I " 6 � AND UTILI Y , I ,,� ' ' 11 N I / I , , , L 1, I , , ,6 1 ', I if P , , 4 I I I 11 I . " 9 , � I � 11 , p t , � 1, I I � 6 I fy I I I I , $ 1 Is I I 1 6" 1 " ,,, , 16 " I '%I " " I 1 I I k 11 if (,C� % , I I I I I i P I I � � I , I � I ( ------) I "I w IV �2) 30" P,cp , , I " 1, i I . 30' PUE I 11 I " I I I I OSA10 I 'k " 7/9 1 1 11 1 " � j � " I , I I 1, 1 � t WA I " I 11 J, 11 , , I I 1, I PROPOSED SITE LIGHT 6 I t " I 1 i I 1i 1� % I I I * I I " ,,, I a x �§, k I, � " , I I 1\ ? It , I � �j 4 I I / � 0 � % I I I I � i I I If 1, � I % It 1, i 1 11 \ Oki- 922�0 9 ro m oo I R 11 / / , � 51 __zsc I \ I NOW 0 FORMERL NOTE: w to I II t � ss ", -� . . I It � I, 11 II � ; 4 SFNCA pV� pr -S LC 1) DUKE ENERGY TO PROVIDE FINAL LIGHTING PLAN. Cq to I I , 1 52 1 % A R11F I "I", - �� '. � - — t � I I I .) I to cc of 'I 'k I � _ p p,r,F i57 - I @ F I ,% 'I 1, I � 000 2) LIGHTING PLAN SHALL MEET NHC UDO REQUIREMENTS. N 14 i s I % � I k I � � u 11 I I h I - RO 9OC)&t 3) ALL SIGNAGE IS SUBJECT TO NHC UDO SECTION 5.6. ( 11 I 'i I l " . , 1 4 1 ARCF-L "DZONIN -. t-1 , t 11 " 'N k 't k - it I I I &'.�Tyl' 4) EXISTING HOME/ONE-STORY BUILDING SOUTHEAt'T OF ;;I., 0 I I Lm t (2) 3d' FE:S ci,4 I I � g S' REMOVED. IF EXISTING �k!-L OR SEP-flC �C , zt- to I 11 / 4 L - I 0, BEL lk I I - ,� A I I I * k- G IS FOUND, THEY MUST BE ABANDONED PER STATE AND NHC 'L I/V ui 1i 11 SOUTH , , 1, 1, , " I ENMRONMENTAL HEALTH REQUIREMENTS. EN -r to 11 i �/ I �, I I 'it I .10110 �0 11 � EASEMENT, 11 I � ,,, " " " I - - � ----a, �LV�7 GAY' 0 1 3," C u I t � � � I I I a-- I . i I 11 �b IT I � I t, 1i 11 ,I ROP / CALE: 1 = 40' , � � , � 11 I"?'I k ` � li / 11 �r t / 111111 �-� I If 4 EVI��� � I I d I I 1111 I k � I I % Ill 5 .� III / I � I I , ti " 11 1, f I -a V� Ll 1:� / / , a 40 80 120 ; I 11 '. , 'k " 1, f. i , " ; I , . . I � 11 �1 . -.-.-.r..----.-.-X --;,-;,L'1.-.,1.-,-,-- -.-.-.---- \ � --.-- 5 .............. ----.., 4D / - -- .--z,--,,--. 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RPH DATE 12/15/22 C403 I FO RMERLY M E Y R L NOW R OR COMPANY + pARLO DG Ro2900R Q01-0G5-001 PARCEL ZONING: R15 LANs] USE: CEMETERY �Vj I I I I I I , I SHEET C4.3 1 MATLHUNE MATCHUNE N'7t NE SHEET C4.5 I , I II{ I NOW OR FORMERLY i PARLOR GR ❑2900� 001- COMPANY 064000 I PARCEL t4 ZO NINC: R-15 , LAND USE: CEMETERY I 1 , 4 i t l + I l 4 y �l 1 4l V i , tl i N0W 0R FORMERLY HARTS BOBBY SAMUEL JR PARCEL 10: R429QD-001-063-000 20NING: R-15 LAND USE: RESIDENTIAL MA•rCHUNE , ,l i ,l I II I , ,l 1 4 , 1 , l 4 I l i / - + 1 ti• C S E E -1 9 � ! • 7• I ! � ■ � 4 r •° ti P - 1 1 ■ � I ■ TYP. r �S.• a _ r� ............. ..... . .............. g_ }��_ I r a .. r S � ro ! to x & r `.Lu ■ a ........:..:. . r ........... ...:f .. t -_ . 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EF + dr W Z l , I , t 1 I• p ROAD EX y HANOVE 0 I y+ i + 'r li't i '■ ', Lm P ■1'"° PLANS + U + 5■11 DESIGNS. � Q �r � � W i_i P� IW a fir, x t, t i l i `I �iy � t■ E ,� I ■,a c ssmH-1 �� EXISTING � ti y 1 1 t t t I `, ■ .tia I it % I`i %■,, , `3g-�` �28.36 1 rr +r I --I l + ,�, , ,,�t, .■z�'a■I■,�"� _ -`3,_ R �ry INFILTRATION C� �ul INV A R'$P 4 7 BASIN(. 1 1� vAUcY w ' ' i 5 ` ' Y-- I ------ �' TOP=24.0 i° .� aF 27 M ER _ "Ta P� c'FLOW BOTTOM-20.0 FES w lt i ,y ■■1 �� ``� ER OPTIC Asa■ r _ 5'--- ,� . _ �,,� -- ' ,` 2„W 24" � 17 Iy F18 _ ---- - r SAC, i t 5-,.'�`■;` }4 it t~_1_ }POST -��` - '- ' .+ Q 1 K� ro g" RPz p CA 1 ■, . - -� - =T9 ` �' _ 61 _ P 24" RCP :n i In i � -: � -- -- - •, � � � __ - .� - � $�� G.V. 59 J Z �- - l - ` .s ,__ ` 'q0' RI Y EASEM�N 51G�1 b "� t H r- ', UTIL1Y! 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Ex. 4 � i t� ; Ilt , ■ + {•{Y� � _ ^7 � .. 4 � +rx 8' 5 _ ` .' --- ^ _mow t 1 ri It`�i 4 ' ,.' r FIBER OPilc- ` iiy - - 1.Yw Ru PasT f -- - _-. - r ■ Licence #C-3641 l ' �--- ro 1 1 + ry f J L �^ I ■ t 21192 I l 11 tilt 4l NOW DR FORMERLY ter.` 4„ G V., Ef _ � o 1 r ' DE5 1 TRIGS LLC vE A[y{] - ' ca + � WPE HOLDING! 148-000 •� 5LE - , 7 1 , • JST _ RO2900-0C2- TApPl4�G CUT IN & - w ' 1 , r , i � 1 . a PARCEL t4 $„xi» ,.x�" - _- � 7 r ,■ ZONING- ICAL 1SERVICES RPH LAND USE: rn g„ G V- cKD JPN I ; 0 ■+5 ` Pp (]�[ } PROPOSED SITE LIGHT DATE 12/15/22 p 4l 46,' NOTE: 'til`'■` li / `r •• ''..��{111111,11` C4 C4'� 1) DUKE ENERGY TO PROVIDE FINAL LIGHTING PLAN. - ___27__---- `<'C�••CARQ`,f . i 2) LIGHTING PLAN SHALL MEET NHC UDO REQUIREMENTS. g r �■ 4-•.�E5go-- .� It ` 3) ALL SIGNAGE IS SUBJECT TO NHC UDO SECTION 5.6. 4) EXISTING HOME/ONE—STORY BUILDING SOUTHEAST OF `� 11 °- S rt 11l PROPOSED MOB TO BE REMOVED. IF EXISTING WELL OR SEPTIC , z�._���Y, =•a� �� � ­7 ' � 1 4 3 �C4.4 IS FOUND, THEY MUST BE ABANDONED PER STATE AND NHC C - �` ENVIRONMENTAL HEALTH REQUIREMENTS. 3 �� :` •y f�y�E;�:•' •��� I r!3 1 17 EY 6� � � f •\•.•• ��y l �I TUNS •'' l Q g I y u_ :���a�3 'i OR FORMERLY -. L{] ['fl - • �- 1111111111��� I r OPEN SPACE Now t � � �- �.` C4.6 � WPE MOLDINGS 42a I C4.5 + � � BooK S�Qa oQGoo2-os8-��❑ i _ 1 l �Q l � ,� � ;tea `= _ PARCEL 1Q x0I�1ING: B�1 SYMBOL A° 9 DESCRIPTION - - �f 1 LAND USE: ME[7ICAL SERVICES f y SCALE: 1 -� 40W WC4R5 REVISIONS { _ _ ,l I C]2 20 NORRIS & TUNSTALL KEY PLAN 0 40 80 120