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HomeMy WebLinkAboutNCC240157_Site Plan or Location Map_20240117 GRADING LEGEND Lil Al FLARED END SECTION CENDWALL SECTION -� .I -��I //1 /I II I I\ I / ,�^ --- / / , ' / ) I I II I p II CATCH BASIN (CB) i1111. "P- -- n ' 4 - ' • STORM SERVICE INLET r i I / . I I iI l/ Asa / � f / � �/ /� � • DROP INLET(DI) __-- _-_--_-_--- :__ __ � _ I :. 1` �,,;/ / ----1.-) � I� 'I �� ) MCADAMS 1 IJ •/ // / oS:. I ', • STORM SERVICE ROOF-DRAIN h -__ __/ -- - 1i fff / / / // \ 1 II I The John R.McAdams Company,Inc. __________-_ ' `''1 1.�;: / / - / /` \\ O JUNCTION BOX (JB) ■ 1 �_ __ __ 1I !--'k••I ' / / /\/// \\ it I �� 2905 Meridian Parkway IV // , i wy DRAINAGE FLOW ARROW \me /. ✓ f j / //�// 1\I 1 II I 1 Durham,NC 27713 s. / 1 ---_ -_ r' / / / /// 4 ( '41 LINE BREAK SYMBOL I /� 3ao �"I / ,' / /// I)I I hone 919.361.5000 y / / _ - /// I I , ''I I Q 250.50 TOP&BOTTOM CURB ELEVATIONS P / 1 ) , /,,,, / /' / // / 1 250.00 fax 919.361.2269 _, \i__▪\ \ PHASE 10_RO•D EXTENSION _ I I / / �/ 1, / / / / // III III ,1\I I \TW=223.00-TOP OF WALL ELEVATION t // // UNDER SEPARATE COVER I -r r/ / it ' II license number:C-0293,C-187 i1 V' / \\/ l `' '' I l ///// I I// I 1 1 1 \ BW=213.00 BOTTOM OF WALL ELEVATION _ V /// l l I I d www.mcadamsco.com I \ / 43g8/ _ -\ - / /I / I I \ (NOTE: BOTTOM OF WALL IS GROUND r ✓/ 9 / / / \ I 5y %ii/ /�/ 11 /// / / i I \ I ELEVATION NOT WALL FOUNDATION) __/ °re." y//��/// l l/ �/ .I Soso SPOT ELEVATION CLIENT .� L / CITY of RALEIGH --- _ - " /;/ / // ® / /� I I \ ARY SEWER,„ I r ,�, /l // f- / �i/// l l l//Il )' ;I /// I/ STORM DRAINAGE(SD) \' + W LAND 3q1 EASEME 1 _I 5 / / // / / / "C" /// I { _ � 1 I / /-- // %/ / / hl 1/ II /I STORM SERVICE LINE READER&PARTNERS V \ ` r �� J /� /i. / / / / 1'// Il / 8480 HONEYCUTT ROAD,SUITE 200 A � / / J i / h 11 l \ \ 1/ /s' 1 /// // // ROOF DRAIN,8"ADS I \. v I I / \I I ,"�\ \ y/\ l /l ' / I / 1 / l ,Ill l RID RD RD RALEIGH,NORTH CAROLINA l / �' / , // / / NON-PERFORATED TUBING OR ''v A AV ) 'II °. y ▪ •�1 \° yl / �I- . -- __ °'-'--"VA V / // / / / �C �" / III • /// / ill l�� l ys° EQUAL 1.0�MIN.SLOPE 3'MIN. SCOTT@READERPARTNERS.COM I‘ 1 III - - _ �I� '�" _ \ \ \\\� \ i'/ /// - It \\\ • /// `// //1/A-.777-----;;43: / COVER PVC SCHEDULE 40 IN \ 1\73 h \ /' / `I I\� `� \\ \ �' / ,11 // ///// ..---,../ \ LS \\\ //// r/ / TRAFFIC AREAS 1 \`/.1 /�// / _ -- I_ _ IT o__� \� /) // //�// / \ �\ \\\ ztif /j ///� n/// /%/ice TP TP TP TREE PROTECTION FENCE , r - .`sI / ' % Imo_ / / / \` \ %// / � LD LD LIMITS OF DISTURBANCE \\ \\ L' Y��AI '� / I / /I -- \ -- // / '/ / /�// I / \\ \ \ �� 1l� / I 1/ / j` _-�� .!%7// /,.-- // WOODED AREA \ I \ \ s \ 1 I 4.-WETLAND ,7 //�/ y/ _ //Zz /// //// ) / / / // 250 MAJOR CONTOUR \\\\ \v\1 ``. v 014,164 J/ / /Y 3zc '-_�f�/ ' / /i// 252 MINOR CONTOUR \\\\\ \ (J \\l (11 \.1' /,-- -i ��/ //.bDB_ i :i_ ___�`.\� / �/ /� / 250 EXISTING MAJOR CONTOUR \ \ 1 I \ \ � v 1i^� / / , -- -. I... `�`. /•'/ / /�// / 252 EXISTING MINOR CONTOUR ri�� 1 \1 II \ \ \ �\' N �\ -� \ �_ - // I I/r r` /�/ , /�// / - - EASEMENT LINE LLI III I I I / \\ /`i_/ \ // / _ __ / 1'/� /// /� ___ 0 1 / // _ „ , 3, • /` 3 CITY OF-•LEIGH 1 ,l I / // /i I01 1 -I;UILd \\ �// / � ' ' - \\�� lik i/ \ -PUBLIC UTI Y 1/ PAD ELEV. II/ /1 ®/ •/ // /.f l I STREAM BUFFER _ / EASEMENT A. 32900 I / / / ' / / / Y t\ / --..\-- �/ I /// i /® D eLt '�•► �� T ! - - L PAN 8,0 /� / 9Eus�RIPARIAN BUFFER 5.55 \ �_, 1 E /j 1 /� / EASEMENT LEGEND OO N Q /FAsuREp sD'FAOM TOP , -s-4 I_ / F. Z -3�._ / / / / mim I b I BANK/EACH SIDE) // I / -_= � '� ■�_ __± _, / 4/ / / SD PUBLIC STORM DRAINAGE EASEMENT W LD Q 1// , 30'ZONE`1 BUFFER / i 1 /1 \ \ _ l I� 1-t- - _ _ 12+00 / � -.I.---- / -,i l / / N O z(MEASURED`FRQM-TOR/ / ' / � ' il�i/ 0 - "y � / / / LEGEND Li \ OF BANK,EACH SIDE) / I 11 EM I • '3. ` �� \t . _� / it 1 3600 / 1 f► l _ / 5 �I �l/ :►..,.../ / 0- / - i , _ _ 11 ' 7 - � er- / / STORMWATER CONTROL 0 EXISTING CEMETERY fARIABLE WIDTH PRIVATE\.1 j I• \_- / I / P3D -= l ���� -' �L�Le Il I ® MEASURE O Q L^u cc SEE,,C=TIONS FOR ACCESS EASEMENT(TYP.) _- -_- 'I\ h�i ,y - >- �' l! -- /I.' II I / Z LL Q consTRurnoN / 7, / / / (UNDER SEPARATE COVER) (J ARIABLE WIDTH '�/` ' --- I . / l ! I•�i '-,- lLANDSCAPE BUFFER_I Y I l ``� l I _ / -_ \ / / W 1 a < _ iTYPE C OPTION 2 I PAD E E 1I / PPD / /33t i LF' i--�vy U, \ I III / I OTYP.) i A ' 34ou I� /1---�I 33.0 AI)/ ;LQ �/ ® V �r _ \ ill 1 1( ZOO Li / --�- - l' 0 -:-, -_ 1 im ,, /Il � / /�oELEv� _���/ �' - v�A ��. I I / 1 Q Z 1/ - / AD ELE / HOLDING VILLAGE WAY PA \ I I EXISTING 0 z/ --/ / 32.85 r f �' II / (53 PUBLIC R/W) 1 L s _J A EL,,,,.g / \ \ 11 \I I = Ln /� °�° /�'i -�0� ��/POEL ®l 11i�'' l l HOLDING D��RY I Al @ S. FRANKLIN STREET(W) {/) U / / \ ` 1 fi0 ELEVO46� \�/ 1 , \ I I \ \ / I El_ O ;l �ti ss 5 EE // DRIVE vv d v vv vA v t / / `J /`J c I / ♦ L P /� / J s / �\� v\ \_\ / TYPICAL LOT GRADING I I- z 3'CITY of RALec1 I °O h ®j 55e- PUBLIC R( )\ \\\ \ I PUBIC OF RAITY / ® �/P3D2EL65 //- \ \�\'.\ V) Q / I/ \ // `' / \\\ SYMBOL TYPE DESCRIPTION W I // EASEMENT(TYP.) \/� I / •� PAD ELEv. /NI��• I \'' L / / /PPD ELEv�� ��/ �� FP. CL 9�OP,R�CJ,Y��\\ \ \ \ \\ \ M4.45 / 5V ��/• 336.J5 L I• M r/ AV A A CO Z \ ,i ® I _ N/ \ \ / \\ / O Type A Front to BackCO IhasitI/I � ����®0/o...1-- ��J �/ � �vA / � --�� �\ �� V � VA VAA � �P V / 39 so I I 1.0 ELED I �a, / / I C\----/2 1 I/ 1\\\\\ VA V © type B Back o Front U ARIABLE WIDTH PRIVATE / 1� - / ` , 338.90 - ` / ` / l ,w ACCESS EASEMENT(TYP.)\\ /\/� l ��� .:�it •I _���/ 1 I / / /y / \ \ / \`//1\\ \ \\\\ \ \\\\� I y/ PAD / l I I �'��� r '� , r\ �, / / � - - \ \\\\\\ � \\ \\ I © Type Split Back Bto Front ti v / / 1 ® PANE I / i I / ����,_E_.. / r- ./ '�) - vvvvv , a v vv vvv I J �%' _ „, _ L34ID T / /P D ELEV - `/ ///. / _�\ \ \ \ \, \ k\ \ A A\ I / P� i L\ ELEV. \ I /S.// I / \ \\ \\ \ \\ \\\\,, I O Type D To Right O 1 r _ Y / /' m - l l tY �r�� r �.41,05®l PAPER Hi-LL ANEv v vv \\\\ v� vv PDEL . r \ \ Ci ' I l I �/" 3aa.00 / / / / / / / \ \\ \I I GTYPe E To LeffY 1 / �/ '\ _ L /_ /PAD ELF �,/ I / / (20'PUBLIC B/Mk- \ \ \ \ \ \ \ 0 PAD ELEy- ' / A 1.1t6�-, -� / L 343.2 / I I / �\ I\ I I I 1 I \ \V \ \ VA J I I / ? sv. 10'DRY ILITY TYPE C OPTION-Y sL I r_ __ r\ \O • /EASE N TYP) - / I I I I 1\ \ \ \ VARIABLE WIDTH /' \ 34E 5 / �� r\ ® µC \ / \I I I k\ \ \\ I I "' PAo ELEv / / / I 1 / /- I ' 1 I 1 I v\\ THIS SHEET PREPARED BY OTHERS AND IS SHOWN LANpSCAPE,BUF6fR / � L. .� y ' J 34490 / / \ ✓a / \\ l I I (Tm.) \ 1 L l l /anD�cevT J `0 1 \)� l I 1 \ I AS PART OF THIS SINGLE LOT EROSION CONTROL I PPD E \ 34485 / \ / " \�- / / / I / I 1 I I L\34 l I O 4.e / / i�- / /// /l l / / I `\\ \ _ SET FOR INFORMATION ONLY. �,.ar'C"AR. "•.• / \ 1 I® 35o so I II / \�\�® AD ELEV. /' / / _ / \v { \ /5"// / / / / / / / �/i c O�r"�Ss Y / I �� �� ;� L34550 / `, Env.��� A �;__; ��//////��� �� Yl�I / _ ia It • rr�� L J �a) 7 / l r� ® / iii/ i/ i I l .• PAo ELLv / / _ ��p� / 1 \n / I ..� � 'I r�- PAD ELEV. / /PAD �� ��/ \ Y �i / /�//y l 4. / �,� 1�\•J 345• 50 // 345]5 /� 33g - / i i i -- / ' - I : / \ 1 ® 351.65 / / /I 1�� 'L / L .75 \\- - i� -� //////1� �'. _\\\ CMptt,44` _ sz L L II P3°e�E� �o _ ® / / a - i ��e /i/po ����i - , A �A`VA AV Dec 9 2022 9:53 AM DecNSg�. °�' _ _ / 50• / / /PAO Eig. - ,„/ �/�� / I i-A A A A� - ----U_ _-_�__ _ III. .' \1\�, /�/,�34s / / / L55J6 sE4K. // \\ �,,55a m' '5' /, --- `' ` � \\ \\\.`� \�V\ REVISIONS p =c.L_ _ �1�- V� // Y// 34 0J /5> / .r -,.._ �l ��' ‘,'�1 L VAVT S �II� _ -r - _1Nmikk _, / / _ - ♦ \\\ N0. DATE - __ / / � / / / / _ ��/ O� �t '\ \ \� 1 12.09.2022 SEE REVISION LIST ON COVER SHEET / I I , 1 I/' - _ 11/1 l /. ` 1 w��'� ��__i s / lihk I I I III Io --_1_- ' D4 -/ \\ GRAPHIC SCALE 1 �I'' I / EXISTING I II+1 II p -._ _�� '' - > I I I I 11 I C III III I' t - 0 E�� V \ �- FRIENDSHIP i -5 so I r�� 1inch=50 ft. PLAN INFORMATION a I I II; I I I II - - III III 14 II I �-) 1 �V \ �V I CHAPEL ROAD I I I I III I III N II it I II I \ I \ SEE SHEET C0.01 FOR ALL PROJECT,SITE,GRADING, 3 I I II II II II VI I U �I I I' A I / A a \, EXISTING STORM DRAINAGE AND UTILITY NOTES PROJECT No. RAP-19000 ( III i' thI I i II I I II I I \\ SILO PARK DRIVE FILENAME RAP19000-G1 EXISTING !I \I ALL CONSTRUCTION SHALL BE IN ACCORDANCE CHECKED BY 1CM HOLDING VILLAGE WAY WITH THE CURRENT TOWN OF WAKE FOREST, DRAWN BY LAW/RAD CITY OF RALEIGH AND NCDOT(WHERE APPLICABLE) ENGINEERING DESIGN AND CONSTRUCTION STANDARDS SCALE DATE 07.20.2022 These plans have been electronically approved for construction by the Town of Wake Forest Public Works and Engineering Department.This approval may not be edited once issued. SHEET CONDITIONS FOR CONSTRUCTION PubllcWorks/Engineering GRADING PLAN ALL NCGS MUST BE FOLLOWED:NCGS 14-148-149 OUTLINES THE PENALTIES FOR DEFACING OR DESECRATING GRAVESITES AND FOR PLOWING OVER OR COVERING These plans have been electronically approved for construction by the Town of Wake Forest UP GRAVES.G566-106 DETAILS THE PROCEDURE FOR REMOVAL OF GRAVES.IN THE Planning Department.This approval may not be edited once issued. C3 •00 o EVENT OF INADVERTENT DISCOVERY OF HUMAN REMAINS,ALL NCGS MUST BE a FOLLOWED,WORK MUST STOP,THE SITE MUST BE SECURED,AND THE AUTHORITIES NOTIFIED IMMEDIATELY AS REQUIRED UNDER NCGS 70-29-33. Planning x FINAL DRAWING-RELEASED FOR CONSTRUCTION