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Home My WebLink About20110975 Ver 1_Maps_20111101owner: Boy's Club of Wake County Raleigh Boulevard 701 North Raleigh, NC 27W10 (919) 834-6282 SUBMITTALS FIRST SUBMITTAL 12/17/2010 SECOND SUBMITTAL 02/09/2011 THIRD SUBMITTAL 03/31/2011' FOURTH SUBMITTAL 04/28/2011 JINDEX COVER SHEET EXISTING CONDITIONS L-1 SITE PLAN L-2 LANDSCAPE PLAN L-3 DETAILS L-4 DETAILS L-5 DETAILS L-6 LIGHTING PLAN (PROGRESS ENERGY) L-7 UTILITY PLAN -_ _G 1 GRADING AND STORM DRAINAGE PLAN .C-2 ROAD WIDENING PLAN (SREPARD SCHOOL ROAD) C -3A ROAD WIDENING PLAN (OLD BUNN ROAD) C-3B SEWER PLAN C-4 EROSION CONTROL PLAN C-5 DETAILS C-6 ARCHITECTURAL ELEVATIONS A4 VICINITY MAP MEPPSA I I c� IIII <1 a A- <1 NOTES: I Pk-lwleinry e-0 lapaernrhie, tw-#-4vt.A,p,4 hy. r*il rl^rk �jlomying. Survey occured on pt r` 10, 2610. 2. There ore wetlands an elte. Determination by North Carolina Department at Envir onmental and Natural Resources, Division of Water GWlity, doted October 8th, 2010, B. There are no fl plains (zone x) on sU per FIRM # 3720270600J, to May 2, 2006 1 111 ZMZM�� VIIN 014 EXISIFING bw 14 0 Asa o�clat", PA. SrtHEMATIC REVIEW PACKAGE DESIGN DEVELOPMENT SET RM IT DOCUMENTS 30 1/8 /2 I t CONSTRUCTION ---- , , DOCUMENTS L!f/2011 <1 a A- <1 NOTES: I Pk-lwleinry e-0 lapaernrhie, tw-#-4vt.A,p,4 hy. r*il rl^rk �jlomying. Survey occured on pt r` 10, 2610. 2. There ore wetlands an elte. Determination by North Carolina Department at Envir onmental and Natural Resources, Division of Water GWlity, doted October 8th, 2010, B. There are no fl plains (zone x) on sU per FIRM # 3720270600J, to May 2, 2006 1 111 ZMZM�� VIIN 014 EXISIFING bw 14 0 Asa o�clat", PA. Il �D' CHING TENG co D. B. 13512 PG, 2667 2j4 I . PIN: 2705-39-3842 CONCRETE oc) 1 00 0 A � as -0- w:®a ZONE: TR UTDOOR USE: SINGLE FAMILY low 50' FRONT SETBACK SITE LIGHT rre __z z OF I Sq. 12 —10' PUBLIC DRAINAGE APER BACK TO C �T TYPE 20' UTILITY INSTALLATIONS ARE To BE CONSTRUCTED EXISTING EDGE OF LANDSCAPE BUFFER AS SPECIFIED BY CITY CODE. TR SE FA&LITIES HAVE BEEN APPROVED BY THE CITY OF "LEIGH AND SHALL PAVEMENT BY SO INSTALLED UNLESS A CHANGE IS AUTHORIZED LJ i I 01 LOOKOUT VENTURES INC. W T TEN APPROVAL PUBLIC SANITARY SEWER Rl .--/,—DISSIPATE CURB BETNEEN 12312 PG.1— 1,55 EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL -9 THESE LIMITS; SEE ROADNAY TURNOUT ✓.B. PIN: 2706-30-8226 ACCEPTANCE. PUBLIC UTILITIES, ego USE: VACANT CL, DETAIL ON L-5 v A' -rPl J[\lr.ATFn r)nIMFF= PAVFP-,.r-),. I- r-, .4 -T,- �D' CHING TENG co D. B. 13512 PG, 2667 2j4 I . PIN: 2705-39-3842 CONCRETE oc) 1 00 0 A � as -0- w:®a ZONE: TR UTDOOR USE: SINGLE FAMILY low 50' FRONT SETBACK SITE LIGHT rre __z z OF I Sq. 12 —10' PUBLIC DRAINAGE � �` �� K\ �. �� ` �� } � } �� K\ �� ; �} K` � � �� : � � � � � I -FACE OF VUI',DIWQ RANP CCKKTC WE VAX. W&K 111,0K 1� I a • ?V' Pmo� _pAINTr P RK N Nut) UN i L%fcp WS'L r I BACKGROD 007 Ut D EMBER (NOT 1) USE ON DARK 'PAV A'. !> USE UN, Ir. "m 14, CONCRETE) 41 IQ CL No. ism IN FE RAL SIANTARD 5954A Lift AND BMINER SW"IN-WILL�AMS A-100 ACRYLIC EXTERtM 'AA17c SYMBOL ON uEC*qtACcNKGpmvB FLAT L47tX SERIES A6 PAINT OR CaUAL, EXCEPT K"ViCAP SYRIPIK6 COLOR. mKopoiNa VWX TYP[CA l HANDICAPPED �H�AN� AP A P 0 A PARK I 14 17s 4TS D2,�NDICAP PARKING DETAIL SCALE; NOT To �5CALa vm A== MITES PROVIDE ADDITIONAL & VAN ACCESSIRLE° SIGNAGE AT LOCATfONS REQUIRED BY to CODE AND/OR AS INDICATED ON DRAWINGS, PARKING mAxww attt NGTEs I. ALL SIGNS SHOWN SHALL o C13NPORM TO U.S. MANUAL SPECIFICATIONS, 2, ALL SIGNS SHOWN SMALL BE REFLECTORIZED TO SHOV THE SAME COLOR BY NIGH! AS BY DAY, 2' GALVANIZED STEEL CHANNEL POST. INSTALL QUANTITY A14D AT PAINT TRAFFIC YELLOW SECURELY MOUNTED ON GALVANIZED STEEL, CHANNEL POSTS, A. ALL SIGNS SHALL BE -IV CODES. SH LOCATIONS REQUIRED By VING CO Dt AND/OR AS INDICATED (o LIN DRAWINGS. , CONFIRM ALL HANDICAPPED Si GE =El HANDICAP SIGN NS HANDICAP 5IGN DETAIL cc;�" mmmb,10 10m 1 12 PlAX. WOO. am it REVISIONS A-1 a a STEEL CENTERfNG WEDGES •X STEEL BASE PLATE •'� e STEEL SUPPORT PLATE.. b4ELDED TO GROUND � qp $PIKE r FLAGPOLE DETAIL 5C ALE-. NOT TO SCALE BRICK .., CURB ca SLOPE PER FOOT -EXISTING ASPHALT & GUTTER �r r • •X we: Y w111 rs= �i � qp LOCATION r DI e �r r • �45' �WAA* a r •X we: Y w111 � qp LOCATION r �45' �WAA* a r LOCATION r DI e (00 NOT PLACE - »w ® ' WIDE. �6.m mM1 3/" AM kVtKY k+/-) aU ALUNU WALMa REVISIONS a a a a A- a a ��III LOCATION m DI e (00 NOT PLACE - ® ' WIDE. #..: _.., am + SFAM w" THIS �+ g+ } Bm ® p� � WQ 41 � p PAV s+ r a 3/" AM kVtKY k+/-) aU ALUNU WALMa REVISIONS a a a a A- a a ��III MMM4 �4 - - - - - - - - - - - - - - - ALLOMWE LWATIOW ................... DUAL P" MDlt ........... AW Flmzql�� REVISIONS <1 a .......... 1_* 470 r 1 a gram": I 3Rn ow.) Ism j f-4 SgOTION 0-9 SIDES" rT I TrI 0 NJ JOB SECTION A-A, W ISOM-ETRIC VIEW NWEt A POO "T ,MY Ar I WTA01.9 WANINS WM MOLL WM W-e LWM NO FULL MUM OF M SAW n= A$ WM 08 THE DEMILS. 2. WAIN 70% CWTWT VISIBILITY WM ARMIN OUWACE, EXTWA Ullff-OW-OWtv rm apt aw-ON-LIANT mums Comm Tw lumm Rw. SEE NOTE I mw wff� Oak is wwm W A W-A-Wol-l-IX @ SAM umbow *A" TO W" @ qm 7.3' 0.0000 TWA oft TO%rmz 66% of Da us @ UAW= r 2.91 0.31 WNW" Lum. W (GEE Nm io) W alf A.1' @ t 4 ISO 7- =84' ............................................... ...................................... a KSTAW MW FRW OW fo KoffftK Y TO Wft PONT OF U0 J4.10A) SLOPE. W= OF WRIMA DOW ABOAMPAD FOR ALL Stoollow K*m. PLAN VIEW Wx or facem" DOW 4"MR20 m stnEw" amu 0.04. DIAL XMM E I OF 4 648,059 AM WWZZ (10* M. FLM mmi MMM4 �4 - - - - - - - - - - - - - - - ALLOMWE LWATIOW ................... DUAL P" MDlt ........... AW Flmzql�� REVISIONS <1 a D m j f-4 MMM4 �4 - - - - - - - - - - - - - - - ALLOMWE LWATIOW ................... DUAL P" MDlt ........... AW Flmzql�� REVISIONS <1 a Frr t ............................................... ...................................... MMM4 �4 - - - - - - - - - - - - - - - ALLOMWE LWATIOW ................... DUAL P" MDlt ........... AW Flmzql�� REVISIONS <1 a ZEBULON VICINITY MAP NO SCALE Im 7771 M 11 'Am LEGEND COUTER to INNER).- W00 , &M , 0.500 ,L 1 2.00 Une W" Pr parking W 380 L 1LKt4 I E ME a) KMAN75MUM/74 M L i. . . - j - - - I - Customer approval M E AVEARC '(+ p 1116 It #'4'9 r65M" 1 3.17 0 Wo 0.90 4A WA -j W T1K/B(LAST LQF I HT n PS I . 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S ti b 8 • e Y i r /° dl? f'' h �d �. rhe�'e (lBd�'1dYt�,� ade C'r�ss- aarrr�eaf�fa�r aet�fda! �°a�tecfda� fE�eE�d�ea�` die d�'i�tddl'ed f?t��d' 8�1� de�Y'e ctf hec�ffh f1C7�add dl7l��'Jit/e� �S id�td td? 1��7F°3G�d� � C3f ftre �idl�� a`EJ4/G('i#d8'7� �`i1�1dC' I�e�fe 5'ysfer�s �� "� $7 �"$ � - d fhe a?7 d?dd77Bdd`i? d° d�ed'�ed7f. � devd'e .�hetfB eat � ericatt Ciet,y of tally d�tirtedirt (,4 a tctrtr°d� ad he a fe Clrtivedif,� of Sc�d�ddt �`ctlift�r�tla �aef lisfa The devises hi! be fnsfaifed o�rtd fesfd ah ir�ifiel and f'diadia fesfig fhdeaffed� d'rt aaeerc�rsde with fc rafaatt�d�ed det� d�ctfi�dd aa° ftt i�af adass ®aa�rddeafirt rtdt dde whiaeved is are f�idrt< so o' ,s �o �� r2o � i i � o �° } � t� = r�, iii' �'�':�!�'w�',- �!!!!4!'!1"��!'1 J C� C.� ■ �*�� #i ;'I +� �� " REVISIONS a a a a a a a PROJECT NUMBER 185010 OC � '� � �' � UTILITY 3 � � �� 1 # �... i � +► ,�.. ,� ' � >.... s � • y ,,. y w r aR � a. i► :.. ;. ," :_ r r �:., �: .. , , ,..,.u�. ;� ... .; as , F, -;� '" :- �.�, -�, v. � �, r.., ._ „ .a .r., . �� +. s a� � s s �r f • _ ,. �;� � e .n t �,:.__.. ,� _, �, a _, r � � r �� • ,_ � � - ��, ., � �. . .,:. ,., .:.. ,�If x �. _ ._ ,, -` s ��. ar ..rFl iii' �'�':�!�'w�',- �!!!!4!'!1"��!'1 J C� C.� ■ �*�� #i ;'I +� �� " REVISIONS a a a a a a a PROJECT NUMBER 185010 OC � '� � �' � UTILITY I V. 317.5 12" PONDING DEPTH MAX, PUBLIC UTILITIES C 2010 by H R Associates, P,A, 5 NOVEMBER 2010 <1 a_ Li T- u� x x x PROJECT ARCHITECT X PROJECT MANAGER CHECKED BY DRAWN BY /2010 SCHEMATIC REVIEW F -10�01 PACKAGE V. 317.5 12" PONDING DEPTH MAX, PUBLIC UTILITIES C 2010 by H R Associates, P,A, 5 NOVEMBER 2010 I SITE INFORA4A RON., • SIGHT DISTANCE IS A MIN, 500 FEET IN BOTH DIRECTIONS, • THE PROJECT KILL BE AN BOYS AND GIRLS ACTIVITY FACILITY, • CONSTRUCTION WILL CONSIST Y2 OF A 60'RO. W ® 33' B-B ROADWAY AND SHALL MEET NC DOT STANDARDS. • CONTRACTOR SHALL FIELD VERIFY TOP OF' CURB ELEVATIONS BEFORE CONSTRUCTING CURE? & GUTTER, *ffAERAL, NOTES L INI-SKIP LINES ADDITIONAL ASPHALT SHEPARD SCHOOL RD. RE 33 B B STREET SECTION 5 NOVEMBER 2010 cl� EL Li :E u� x x x PROJECT ARCHITECT X PROJECT MANAGER CHECKED BY DRAWN BY u U) - X0'/0 /2010� SCHEMATIC REVIEW PACKAGE t1 /1p 1 -572010 DESIGN -DEVELOPMENT SrT 1__4/2$/2011 , 1 - , 1 _ 5 NOVEMBER 2010 0 LEGEND ADDITIONAL ASPHALT SITE INFORUA TI ON: SIGHT DISTANCE IS A MIN. 500 FEET IN BOTH DIREC770NS- PROPOSED OLD BUNN RD. 00' WORT OF WAY Em m 0 psi 1w. 29' B/B STIZEET. SECTION consulting engineers: t401 Aversboro Dri've, te 206 Garner, NC 27529 (919) 329-0051 GRAPHIC, SCALE ( IN FEET ) I Inch = 30 ft. m C 2010 by H 0 Ass ocletes, P.A. a 5 NOVEMBER 2010 U U� Q IL U� x x x PROJECT ARCHITECT X PROJECT MANAGER M CHECKED BY DRAWNBY U F7io/`- 0,/20710 SCHEMATIC REVIEW PACKAGE 11/0512010 ------- �' DESIGN DEVELOPMENT SET F4/28/2011 . ....... .. U� 0. a 5 NOVEMBER 2010 MA I d-2 REVISIONS An 14, In5tUll Vt:lVt.;lLy Ul iZOPULUIM Vilu/ui 'K,-V1z;k 9, When construction is complete and oil areas are stabilized completely, call as required on the Erosion Control pion, NCDENR, Enviromentol Inspector, at (919)7'91-4200 Joe Dupree with an 5. When site is fully stabilized, call the Environmental inspection, I ilea CA;#' Engineer/Consultont for approval of removing remaining 0 IRA 10. If site Is approved, remove temporary diversions, silt fencing. etc, red temporary erosion control measures and advice on when seed out or stabilize any resulting dare areas. All remaining permono;n 1 TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR 9MP. erosion control devices (such as velocity dissipators) should be instolleirow, site can be issued a Certificate of Completion, tJ 2, SILT SHALL 13E REMOVED WHEN DITCH IS ONE -HALP FULL. 3, DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EOUIPMENT OR COVERED BY FILL. 4, STABILIZE DIVERSION DITCH BERM NTH TEMPORARY SEEIDING. MULCH WITH TAC. AND/OR EROSION CONTROL NETTING, 11 Convert sedirment basin to Sto retention cell. =728 12. When vegetation has became established, colt for f &6* inol site inspectiL by ilie QINIE Environmental Inspector, Joe Dupree. Obtain a Certificate of Completfoli FLOWABLE FILL BACKFILL MA Y BE REQUIRED A r UTILITY 44 R $E I CROSSINGS WHERE A UTILITY TO BE INSTALLED CROSSES 40loss lot EDNG SC HEDULE 21 MIN, A PRE14OUSLY INSTALLED UTILITY (KLMSECii I - 1 -86) UNDER WASTE MATERIAL- COMPACT STANDARD GRAVEL YARD INLET PROTECTION 3 TIMES IA ( VC -L SPREADER CONSTRUCTION SEQUENCE 6r, 1, SITE MUST BE TA LIED BEFORE INSTALLA r/ON OF LEVtL I SPREADERS SHALL TAKE PLACE, CONFIRM WITH WAKE 1 T T A &8 ' ' "" ' — ' — -- ----- - — --- ------- -- NOTE: IF LEVEL SPREADER IS INSTALLED IN A FILL SLOPE, SOIL COUNTY NOPTH CAROLINA STANDARD PIPE OUTLET TO FLAT AREA SHALL BE COMPACTED TO 95X OF STANDARD PROCTOR TEST NO WELL-DEFINED CHANNEL 01/3 /08i, LEVELS PRIOR O A L LLATION AND SEEDING. EFFECTIVE: Wit, KLMUYL ZiLLOWtN I AUUUMULAMRI PKLM ULMIVIIJ CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATIOW 0 FLOW SHOULD BE MAINTAINED THROUGH THE DAM. 1tts c—r� Nz WAKE ..... .. . ... 'x . . . . . . COUNTY 0 rep NOPTH CAROLINA . . . . STANDARD C14ECK DAM -FF-C NORTH CAROLINA, STANDARD SKMMER DETAIL :01/11/08 NOTE: A CRITICAL POINTS I HORIZONTAL STAPLE SPACING SHOULD K ALTERED DET Z�- 8 IF NECESSARY TO ALLOW STAPLE'S TO SECURE THE C R At"' Crdlrick POVS ALONG THE CHANNEL SURFACE B. PR TrD WATER L SOT 0 Iq C. 7HAWT T "" IN LOOSE SOIL CONDIT", tHE USE OF STAPLE SLOPE VERTICE OR STAkE LENGTHS GREATER THAN 6' (15 ctmg MAY BE NECESSARY TO PROPERLY ANCHOR HE RE P's. I 5 NOVEMBER 2010 C 2010 by H R Associates, P.A.