Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP201500047 Plan - Approved 2016-01-07
1101 IN M rh � fi 0 ty= C L e ON O < zo t, n K j,. Site d Fnrd 3 250 Richmond Rd 250 R,cl F1 YV'i of ctn� =it.�tlj ,.Ire. i FI-wj, 0 it J I � ` ° trirtti . , 7� C €tr f,t;'Ir �' �f� (: ?trt•tt!'tunt�illa• Fl1 rn•fit t �� Tnq•nfi� �4'� . ' �pbsOi• cy a 0 H IG IF IL IED IC :■ /_1■ n n ILI 11 wirl" P1 I fQ rr�ra t't r`L ��'pi8n UUr�j, s p7 +tft=tthnita:�n,t IJ� hA lif R °tA AI1f i�olops (}I . v4V 2�0 ©2010 GDOgIe -Map daita 02010\,ti o.;;;e - map provided by google maps© VICINITY MAP NTS CERTIFICA TION: THIS 7- OPOGRAPHIC SURVEY OF TAX MAP #78 -9C" WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF HOWARD L. VANCE, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND /OR ORIGINAL DATA WAS OBTAINED IN JUNE, 2010; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADAI TA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENIFS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROWED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR TFHE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY, VIRGINIA PROJECT NARRATIVE THE OWNER IS PROPOSING THE CONSTRUCTION OF A 12,400 SQ. FT. SHOPPING CENTER AND ASSOCIATED PARKING ON RICHMOND ROAD BETWEEN THE EXISTING MEXICAN RESTAURANT AND KIA DEALERSHIP IN ALBEMARLE COUNTY. THE PROPOSED PROJECT IS CONSISTENT WITH THE SURROUNDING HIGHWAY COMMERCIAL DEVELOPMENT. THE PROPOSED BUILDING IS LOCATED TOWARDS THE FRONT OF THE LOT ADJACENT TO ROUTE 250 WITH APPROPRIATE LANDSCAPING TO PROVIDE AN AESTHICALLY PLEASING VIEW FROM THE ENTRANCE CORRIDOR. SHEET INDEX C1 COVER C2 EXISTING CONDITIONS C3 LAYOUT &UTILITY PLAN C8 GRADING PLAN --'-- CF1P - -� -- EX. 1 UTILITY PROFILES C8 C9 NOTES I& DETAILS C9.1 UTILITY DETAILS C10 LANDSCAPE PLAN C11 LIGHTING PLAN C12 LIGHTING CUT SHEETS I C13 LIGHTING CUT SHEETS II RESPONSIBLE; LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. LEGEND �`° • CONCRETE ® INLET PROTECTION {�- EX. POWER POLE .:A •ei.6•:� • . LIGHT ASPHALT PAVING EX. STAN. SEW. MANHOLE EX. TELEPHONE ' BENCHMARK EX. LIGHT POLE -- PROPERTY LINE --'-- CF1P - -� -- EX. OVERHEAD POWER -- 0 "WL EX. WATER LINE ---01- ITV- ---- -- EX. OVERHEAD CABLE Inspections EX. CENTERLINE OF ROAD - --- --10 "RCP- ---- EX. STORM SEWER -- 8" 8f~tN ----- EX. SANITARY SEWER -- - - -- ---- EX. EDGE OF THE PAVEMENT °*¢•""�"- EX. TREELINE PROP. STORM SEWER LINE 348 PROP. CONTOURS -- - - .3415 - -- - -- EX. 1' CONTOURS _- --345- -_ -- EX. 5' CONTOURS + j4,f_, ?S EX. SPOT ELEVATION 351.95 351.45 PROP. TOP & BOTTOM OF CURB T PROP. TELEPHONE LINE G PROP. GAS LINE P PROP. UNDERGROUND POWER PROP. TREELINE M Awaft%� C, APPROVALS Department Date Department of Community Development Planner /Zonin g e I r / Engineer Inspections 1 el- t ARB Department of Fire Rescue 6 Albemarle County ice Authorit lZ -3a- is- Virginia Departmgptof Tr ns ortation CU Health Department GENERAL NOTES SITE ADDRESS: RICHMOND ROAD (ROUTE 250) . CHARLOTTESVILLE, VA 1. OWNER: TAP INVESTMENTS, LLC 2903 N. AUGUSTA ST. STAUNTON, VA 24401 PHONE: 540- 885 -5181 CONTACT: IPETER WRAY AGENT: BALZER & ASSOCIATES, INC. 1561 COMMERCE ROAD SUITE 401 VERONA, VA 24482 PHONE: 540 - 248 -3220 FAX: 540 - 248 -3221 CONTACT: WILLIAM S. MOORE, PE 2. PARCEL INFORMATION' PROPOSED USE: SHOPPING CENTER ZONING: HC, HIGHWAY COMMERCIAL EC, ENTRANCE CORRIDOR TMP: 78 -9C INSTR# DB 3657, PO 606 ADJACENT LAND USEI(S): COMMERCIAL SITE AREA: 1.272 ACRES DISTURBED AREA: 1.24 ACRES EXISTING IMPERVIOUS AREA = 1,000 SQ. FT. (1.8 �) PROPOSED IMPERVIOUS AREA = 41,807 SO. FT. (75.6 �) 3. SETBACKS: FRONT = 30' SIDE = 0' REAR = 0' 4. BUILDING FOOTPRINT = 12,400 SQ. FT. NO. OF STORIES = 1 STORY BUILDING HEIGHT = 31.33 FT BUILDING TYPE = 2B FIRE FLOW REQUIRED = 1500 GPM FIRE FLOW PROVIDED = 2838 GPM ® 20 PSI NOT SPRINKLED (FIREWALL DIVISIONS TO BE PROVIDED AS NEEDED) 5. STORM WATER MANAGEMENT WATER QUALITY/QUANTITY: REF# WP0201500060 6. WATER: PUBLIC SEWER: PUBLIC ESTIMATED DAILY WATER & SEWER DEMAND = 3,000 GPD 7. AVERAGE DAILY TRIPS = SHOPPING CENTER (CODE 820) WEEKDAY DAILY TRAVEL AVERAGE RATE OF 42.94 TRIP ENDS X 12 (12,000 LEASABLE SQ. FT.) = 516 TRIPS (50% ENTERING /50% EXITING) 8. PARKING REQUIRED: (69 SPACES PROVIDED THAT HE CONDITIONS OF THE ZONING DETERMINATION LETTER OF SEPTEMBER 23,2015 ARE IM ET. PARKING PROVIDED: 159 SPACES (INCL. 3 H.C. SPACES) 9. CONTRACTOR SHALL \VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA CIOST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION) SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO TrHE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STFRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL FREE 811. 10. CROSS CONNECTION AND BACKFLOW VALVE SHALL BE INSTALLED TO IBC CODE. AN APPROVED REDUCED PRESSURE DEVICE SHALL BE INSTALLED ON THE MIAIN WATER SERVICE TO THE BUILDING. AN APPROVED BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON THE IRRIGATION SYSTIEM IF APPLICABLE. 11. ALL UTILITY LINES SWCH AS ELECTRIC, TELEPHONE, AND CAN, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINEES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 12. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 13. THE PROPERTY IS NOT LOCATED WITHIN A 100YR FLOODPLAIN. 14. INTERIOR PARKING LOT LANDSCAPING REQUIRED = 5% OF 23,523 SQ. FT. PARKING LOT = 1,176 SQ. FT. INTERIOR PARKING LOT LANDSCAPING PROVIDED = 4,664 FT. 15. TOTAL SITE AREA = 55,410 SQ. FT. TREE CANOPY REQUIRED = 10% OF 55,410 SF = 5,541 SQ. FT. TREE CANOPY PROVIDED = 7,452 SQ. FT. 16. THE SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 17. SOURCE DATA: SURVEY BY BALZER & ASSOCIATES, INC, JUNE 2010 HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IS ASSUMED SOIL ENGINEERING & TESTING - GOOCH ENGINEERING & TESTING INC. 18. A WAIVER FOR DISTURBANCE OF CRITICAL SLOPES HAS BEEN APPROVED FOR SDP 201000059 DATED AUGUST 12, 2011. ■❑M MIN NMI DI 191 Al 71 All Al AND ASSOCIATES INC REFLECTING TOMORROW www.balzer.cd" s'taunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENTENGINEERLNG LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS 6 STREAM EVALUATIONS 111'L I -i_ i-. i..8f.`' 4 L1 ...�.iS9L`•.1'S.:i.4 t'`.+. a2R^d L. ilLiu= Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540- 248 -3220 FAX 540- 248 -3221 'am S. Moore,,,. b Lic. No. 035223 x Aq 0NAL *•2 JOB No. •S0700006 - - e U - CU Q_ CL L U tJ w J j � C O = U ca O _ a) .Q U Q W O WKM DRAWN BY DESIGNED BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE NTS REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 10 -02 -2015 12 -09 -2015 SHEET NO. C1 0 JOB No. •S0700006 - - e ESC LEGEND 0 3.01 SAFETY FENCE SAF TEMPORARY STONE 3.02 CONSTRUCTION C E ENTRANCE N 3.05 SILT FENCE S F 3.09 TEMPORARY DIVERSION DIKE D D M TEMPORARY 3.10 FILL DIVERSION FD TEMPORARY 3.11 RIGHT OF WAY RWD DIVERSION L 3.13 TEMPORARY SEDIMENT TRAP ST TEMPORARY 3.31 SEEDING TS IJ IH IF IE IC IN SEDIMENT TRAP SCHEDULE CONSTRUCTION NARRATIVE - PHASE I A. INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON PLANS. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA SITE CONSTRUCTION ENTRANCES ONLY. DURING WET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. B. INSTALL SAFETY FENCING AND SILT FENCE AS SHOWN ON PLANS BEFORE ANY DISTURBANCE BEGINS. C. INSTALL RIGHT -OF -WAY DIVERSIONS AND TEMPORARY DIVERSIONS AS SHOWN. APPLY TEMPORARY STABILIZATION AS NEEDED. D. INSTALL SEDIMENT TRAP AS SHOWN ON PLANS. APPLY TEMPORARY STABILIZATION AS NEEDED. E. REFER TO PHASE II FOR FURTHER EROSION CONTROL MEASURES AND CONSTRUCTION NARRATIVE. I TOP =43 , '8 /11\11," /N 4 -7 11%1V OUT 418.72. h. S7'0R(,4f MH TOP= INV= 434. f 9 STORY A11 ! INV - 4,35. ✓''0 1 / / ✓ l ' . " ` . l / r HURT INVESTi ENT CO 1 AL T- ! ' / 1 . ' . ' 1. l / / TAX A9APll 766 -11 , ✓ OB 3657, PG 560 • ,, . °' ✓` _ o' ' T01__._=4-10. / \l f ; ZONING: HC -k s' v < I - . ' # ` l ! ! / USE: I1'{CANT. L =72.36 t INV IN =42U.3y3 / .. , IV OU7= x`20 15 / ':c r F r.' ,,' ,• � R= 140.00 ,' N o J , �•.} --... V T =37.01' o CB= S48:5821 E �' RINTOP.5 NC.1fL LI._C s � ,!N AVY � D -2 ' 649» ! � ,,,�, ,.4 7_ P-437.4(5 1 / Q ) 1 , J J 1 L)r'� 36 - 7'G 95 hVV IN- -42C�.�7c3- - . X41 t,� �y,, /,'VV OUT= ='4�'O. r0 �^ SJ4109' `O � rv: Ii'C - -EC - 14.42 O lA,) 5'I l:1I� ANT ,'�� - - - -- gg BENCH, K �•'° LIMITS 0� DISTURBANC �3' r =SAN MH trIRIABLE tfri. � / ____ f ... 40� • %i / 1 i ! :� �J1.24 AC� 63,4 JUNE �- -- - _= '��-"`..,�-,,. TOP =437.4IUTf�/,'?✓fiSL>N - fr .f '/ !! \ o SOIL TYPE l f . W ° Tf 1ERE IS AN /100/T/O_ N�/. , � ` ! - , J ;, i� .-! " ° f NO OF r ff'C s 11 r. tc J ! ✓' ` \ FD / C.. l ! ~7Pa"IJ X37 0 .�� ?rVll;�ll ?}' L.'I7L(',•�L E�I�.I =;R•, _NT PE p PS 173j9, Po 7q- P` - (UN118L L' p �� ! !� � �, / �' �.' � �� � \ \ A* e � 70 ACCURI TFL Y f R,0' 8311T 7711S -" � ' / ' ,f , j-�' ,,P� � _ % � / \ \ i' O �� t b l `---2 0' STORM f [A-5 rVENT PER %'. �' J� `/STQCKPILE °�� { - i i \ \ .. 0(0. D3 ..361 -5, ('G 100 -114 @TS'L A 1ERAL IS IN / � Sf E' SC1C'i ='LA. % � �O ' �' � � - -' \ l t LEANOLIT� �� �,� � ' \ \ i ST �' \ � r�l GUY J Ji i (7Yf�, Ital 1, (L SF ,' / r / //i 0 2t1' {? TF1s' LINE EASEr�1l P4I7 �' ,,r, T7i'' �` \ r JJ 1,,e' E, r;�Fl ")� . D ^ARP -P ' PI°. -R PR, .3'..3.}9, PG 701 ,, / \ , f, ► , ,, ' f, � /'� �,� (TO-/BE REMOVED WHEN ,' ,✓ � N !f ° � �/ � , c ) \1 ,; ✓ rim SAL /S �� �, 1 i�,Jr J' ` 1/� LIMITS OF DISTURBANCE CO W� Ire " f ✓' �` / /., r j 1.24 ACS 30 AC;C�ESS IEASEM I11' ,� 3339, rG 701 � -__ ___ -_ _ °. � / (i �,, SINI?,91•j l_LC -. ,' 1 TAP /NVESTMENTS LLC-,,`� °, 7�9X A! ?F` 7l� -rA ` - -� ✓ 1 ,` ' TAX MAP 78 -9C� / %// ` - 200 TO TOWN f rJ 1 # ° , r. - �/ OJT 33t`? PG f; 04 - ► DB 3657, ,P-G' 606 �•.. �� °' - AND COUNTRY � ,. ��, i , ,' r F -- ---- - -- - _ - ._.- -- -- _ _.._ DRIVE 1 /,� wT � r I r ,` 1 1.272 `ACS °, .• / 1� N�& _ //j ° ° ` �UTILI'TY 0'SF' AUTO DEALER-157Y1P ,� o /�1G / /i SOIL t TEMPORARY J' , ! FD / //i r! SOIL 88 a GRADING p a /�- • / EASEMENT,r.° M SF * tt�ll?,1l/?•.F*I,'I �'� i i , 1 /'//� ��,� /----- - - - - -- -- �-.04< , -ORA77 N IV , , I A - _ Lea_ .� f�3� rlG �� i0 4 , OE INCA: USC: T S7AUR,IN7 L�I.00f! f� I -'' • C FT TAINING --------------- 44 ------- CY 120' f_?Pc.A/1 GI: ► •' `t LIMITS F DISTURBANC °' �7t` l!F.i'�T F'Cr 1.24 AC � f �' D .1 +333,x, F-G Al I ''o' 10 ✓' LIGHT ;' 1@ P�7LC/ s 1 1 ` R . ✓ ,' ' _` _-_ Ee1;1tLT __4 7 SETBA �� / f ' - - rJ , =G1! r RL.OGAT:7 S1 /f `s °' 7. f t ! f ------------ CAF i ✓ / . / /, / , �, LIMITS OF DISTURBANCE I 1.24 ACS 1r a A -PRO�'r: LOCArrON or V� 1 U771.f )- Lfi1�C r_ CENTEL, AND ACSA U7ILITv -CO, :Y,t! _ <x °..`t.s.11 >,5'k1TIL'".. . fl�altlTIl_ --° - r?��'T- I'tj j>L" it.l'TT ,:�` troll 1 _ �r d' C T 4 ., a -: - � ,.. � >--- _' ° .._ _.. _ 1 » g - .e 1�2 rl!_ VAR�r PI-E I� ID7I1 ES utt +arlT_ A f-_ - __ .._ - - - . - - ,Rt . , ✓V41� 1g ` i °`' _ 1/50'x` 1136 --613 SEC" SUBPLA7) r /,I�/r r r7TIC ..,� �; ---- - ICHMOND ROAD 1(7Yr .) STATE ROUTE 250 1.101'1 LINE ' 7°�; '4, R= 1194.92' (VARIABLE R -O -W) EC7"r OP BA C/( OF 611, I' 11t . 7=69.59 `` = CURES _ •,.Ft- "-- CB =N55'29'44'1N l'�t�E,,`CrV7 C =138.95' MANAGED SLOPES AS INDICATED jj IN ALBEMARLE GIS � (DOES NOT EXIST IN ACCORDANCE TO FIELD TOPOGRAPHIC SURVEY) SLOPES OF 25% OR GREATER (FIELD VERIFIED) NOTE: NO EX. TREES ARE LOCATED ON THE SUBJECT PROPERTY 20 0 20 40 60 Scale 1 20 WI 17,11 LI KI JI 01 111111 141 AI [A I i 11 �7 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL 6 SOIL SCIENCE WETLAND DELINEATIONS 6 STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 ' 540 - 248 -3220 FAX 540 - 248 -3221 �'o til 0 y j 'am S bore a b Ltc. No. 035223 x - 10 -02 -2015 W o , � ��W A' �ssjONAL S'O' Cs DESIGNED TOTAL TOTAL WET 8° DRY WET VOL. DRY VOL. SCALE TOP OF WET DRY L to W patio TOTAL VOL. (CU. VOL. (CU. VOL. (CU. BOTTOM OUTLET ST# U YD.) YD.) V 7 D.) (CU. YD.) (CUMD.) LT. WTop Loot- W13 -tom Dwe° DD,, DTetel BERM ELEV. STORAGE STORAGE LENGTH at W et/dry AREA (AC.) IRE0U1AEDI ALCULATED IRE0UIREDI ALCULATED A L C U L A T E D (FT.) (FT.) (FT.) (FT.) (FT.) (FT.) (FT.) ELEV' O ELEV. ELEV. U line Ax W C O �x W - - 1 1.00 134 1 143 67 74 69 68.0 30.0 58.0 20.0 1.5 1 1.0 2.50 440.00 436.50 438.00 1 439.00 1 6 2.65 CONSTRUCTION NARRATIVE - PHASE I A. INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON PLANS. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA SITE CONSTRUCTION ENTRANCES ONLY. DURING WET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. B. INSTALL SAFETY FENCING AND SILT FENCE AS SHOWN ON PLANS BEFORE ANY DISTURBANCE BEGINS. C. INSTALL RIGHT -OF -WAY DIVERSIONS AND TEMPORARY DIVERSIONS AS SHOWN. APPLY TEMPORARY STABILIZATION AS NEEDED. D. INSTALL SEDIMENT TRAP AS SHOWN ON PLANS. APPLY TEMPORARY STABILIZATION AS NEEDED. E. REFER TO PHASE II FOR FURTHER EROSION CONTROL MEASURES AND CONSTRUCTION NARRATIVE. I TOP =43 , '8 /11\11," /N 4 -7 11%1V OUT 418.72. h. S7'0R(,4f MH TOP= INV= 434. f 9 STORY A11 ! INV - 4,35. ✓''0 1 / / ✓ l ' . " ` . l / r HURT INVESTi ENT CO 1 AL T- ! ' / 1 . ' . ' 1. l / / TAX A9APll 766 -11 , ✓ OB 3657, PG 560 • ,, . °' ✓` _ o' ' T01__._=4-10. / \l f ; ZONING: HC -k s' v < I - . ' # ` l ! ! / USE: I1'{CANT. L =72.36 t INV IN =42U.3y3 / .. , IV OU7= x`20 15 / ':c r F r.' ,,' ,• � R= 140.00 ,' N o J , �•.} --... V T =37.01' o CB= S48:5821 E �' RINTOP.5 NC.1fL LI._C s � ,!N AVY � D -2 ' 649» ! � ,,,�, ,.4 7_ P-437.4(5 1 / Q ) 1 , J J 1 L)r'� 36 - 7'G 95 hVV IN- -42C�.�7c3- - . X41 t,� �y,, /,'VV OUT= ='4�'O. r0 �^ SJ4109' `O � rv: Ii'C - -EC - 14.42 O lA,) 5'I l:1I� ANT ,'�� - - - -- gg BENCH, K �•'° LIMITS 0� DISTURBANC �3' r =SAN MH trIRIABLE tfri. � / ____ f ... 40� • %i / 1 i ! :� �J1.24 AC� 63,4 JUNE �- -- - _= '��-"`..,�-,,. TOP =437.4IUTf�/,'?✓fiSL>N - fr .f '/ !! \ o SOIL TYPE l f . W ° Tf 1ERE IS AN /100/T/O_ N�/. , � ` ! - , J ;, i� .-! " ° f NO OF r ff'C s 11 r. tc J ! ✓' ` \ FD / C.. l ! ~7Pa"IJ X37 0 .�� ?rVll;�ll ?}' L.'I7L(',•�L E�I�.I =;R•, _NT PE p PS 173j9, Po 7q- P` - (UN118L L' p �� ! !� � �, / �' �.' � �� � \ \ A* e � 70 ACCURI TFL Y f R,0' 8311T 7711S -" � ' / ' ,f , j-�' ,,P� � _ % � / \ \ i' O �� t b l `---2 0' STORM f [A-5 rVENT PER %'. �' J� `/STQCKPILE °�� { - i i \ \ .. 0(0. D3 ..361 -5, ('G 100 -114 @TS'L A 1ERAL IS IN / � Sf E' SC1C'i ='LA. % � �O ' �' � � - -' \ l t LEANOLIT� �� �,� � ' \ \ i ST �' \ � r�l GUY J Ji i (7Yf�, Ital 1, (L SF ,' / r / //i 0 2t1' {? TF1s' LINE EASEr�1l P4I7 �' ,,r, T7i'' �` \ r JJ 1,,e' E, r;�Fl ")� . D ^ARP -P ' PI°. -R PR, .3'..3.}9, PG 701 ,, / \ , f, ► , ,, ' f, � /'� �,� (TO-/BE REMOVED WHEN ,' ,✓ � N !f ° � �/ � , c ) \1 ,; ✓ rim SAL /S �� �, 1 i�,Jr J' ` 1/� LIMITS OF DISTURBANCE CO W� Ire " f ✓' �` / /., r j 1.24 ACS 30 AC;C�ESS IEASEM I11' ,� 3339, rG 701 � -__ ___ -_ _ °. � / (i �,, SINI?,91•j l_LC -. ,' 1 TAP /NVESTMENTS LLC-,,`� °, 7�9X A! ?F` 7l� -rA ` - -� ✓ 1 ,` ' TAX MAP 78 -9C� / %// ` - 200 TO TOWN f rJ 1 # ° , r. - �/ OJT 33t`? PG f; 04 - ► DB 3657, ,P-G' 606 �•.. �� °' - AND COUNTRY � ,. ��, i , ,' r F -- ---- - -- - _ - ._.- -- -- _ _.._ DRIVE 1 /,� wT � r I r ,` 1 1.272 `ACS °, .• / 1� N�& _ //j ° ° ` �UTILI'TY 0'SF' AUTO DEALER-157Y1P ,� o /�1G / /i SOIL t TEMPORARY J' , ! FD / //i r! SOIL 88 a GRADING p a /�- • / EASEMENT,r.° M SF * tt�ll?,1l/?•.F*I,'I �'� i i , 1 /'//� ��,� /----- - - - - -- -- �-.04< , -ORA77 N IV , , I A - _ Lea_ .� f�3� rlG �� i0 4 , OE INCA: USC: T S7AUR,IN7 L�I.00f! f� I -'' • C FT TAINING --------------- 44 ------- CY 120' f_?Pc.A/1 GI: ► •' `t LIMITS F DISTURBANC °' �7t` l!F.i'�T F'Cr 1.24 AC � f �' D .1 +333,x, F-G Al I ''o' 10 ✓' LIGHT ;' 1@ P�7LC/ s 1 1 ` R . ✓ ,' ' _` _-_ Ee1;1tLT __4 7 SETBA �� / f ' - - rJ , =G1! r RL.OGAT:7 S1 /f `s °' 7. f t ! f ------------ CAF i ✓ / . / /, / , �, LIMITS OF DISTURBANCE I 1.24 ACS 1r a A -PRO�'r: LOCArrON or V� 1 U771.f )- Lfi1�C r_ CENTEL, AND ACSA U7ILITv -CO, :Y,t! _ <x °..`t.s.11 >,5'k1TIL'".. . fl�altlTIl_ --° - r?��'T- I'tj j>L" it.l'TT ,:�` troll 1 _ �r d' C T 4 ., a -: - � ,.. � >--- _' ° .._ _.. _ 1 » g - .e 1�2 rl!_ VAR�r PI-E I� ID7I1 ES utt +arlT_ A f-_ - __ .._ - - - . - - ,Rt . , ✓V41� 1g ` i °`' _ 1/50'x` 1136 --613 SEC" SUBPLA7) r /,I�/r r r7TIC ..,� �; ---- - ICHMOND ROAD 1(7Yr .) STATE ROUTE 250 1.101'1 LINE ' 7°�; '4, R= 1194.92' (VARIABLE R -O -W) EC7"r OP BA C/( OF 611, I' 11t . 7=69.59 `` = CURES _ •,.Ft- "-- CB =N55'29'44'1N l'�t�E,,`CrV7 C =138.95' MANAGED SLOPES AS INDICATED jj IN ALBEMARLE GIS � (DOES NOT EXIST IN ACCORDANCE TO FIELD TOPOGRAPHIC SURVEY) SLOPES OF 25% OR GREATER (FIELD VERIFIED) NOTE: NO EX. TREES ARE LOCATED ON THE SUBJECT PROPERTY 20 0 20 40 60 Scale 1 20 WI 17,11 LI KI JI 01 111111 141 AI [A I i 11 �7 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL 6 SOIL SCIENCE WETLAND DELINEATIONS 6 STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 ' 540 - 248 -3220 FAX 540 - 248 -3221 �'o til 0 y j 'am S bore a b Ltc. No. 035223 x - 10 -02 -2015 W o , � ��W A' �ssjONAL S'O' Cs DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE 1" = 20' nC W CL U -� \\� / O /) W .F W 2 U) c C cA U O E O C U O a U Ax W C O �x W - - DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE 1" = 20' REVISIOINS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 10 -02 -2015 SHEET NO. C2 of 13 008 NO. S0700006 M LEGEND 0 © CONCRETE BUMPER BLOCK (SEE DETAIL, SHEET C9) © CONCRETE SIDEWALK (SEE DETAIL, SHEET C9) O HANDICAP PARKING & SIGN N (SEE DETAIL, SHEET C9) © SHOE BOX STYLE LIGHT (SEE LIGHTING PLAN BY OTHERS) OT CONCRETE DUMPSTER PAD (SEE DETAIL, SHEET C9) M I' t I TOP= 43:15. S8 O METER WATER (SEE W.L. NOTES) /NIA' lN=lf- 1 r_ 83 - X ACSA INV OUT - -_ 41 s. 72 UTILITY CONTR. EXISTING BEYOND W.M. BY PLUMB. M1 METER WATER (SEE W.L. NOTES) ACSA L Ac UTILITY CONTR. EXISTING BEYOND W.M. BY PLUMB. © CONNECTION BY PLUMBER S0 SEWER LATERAL 6" ® 1 % MIN. SLOPE UTILITY CONTR. EXISTING K OW WATER LATERAL 1" (SEE W.L. NOTES) ACSA UTILITY CONTR. EXISTING ® WATER LATERAL 1.5" (SEE W.L. NOTES) ACSA UTILITY CONTR. EXISTING J HEAVY -DUTY ASPHALT (SEE DETAIL, SHEET C9) LIGHT -DUTY ASPHALT ` (SEE DETAIL, SHEET C9) PARKING LOT STRIPING NOTES: 1. ALL PARKING SPACE STRIPING WILL BE WHITE. I 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. 3. HANDICAPPED SYMBOL & WILL BE BLUE. IG I© IE 10 IC 1= NOTES: 1) ALL CURB RADII ARE 5' UNLESS INDICATED OTHERWISE. 2) ALL ROOF LEADERS ARE TO CONNECT TO UNDERGROUND STORM SEWER SYSTEM. SEE ARCH. PLANS FOR LOCATION OF DOWN- SPOUTS. 3) VISIBILITY OF ALL MECH. EQUIPMENT FROM THE ENTRANCE C ORRIDOR SHALL BE ELIMINATED. 4) CONTR. TO COORD. WITH FIRE MARSHAL'S OFFICE FOR KNOX BOX INFORMATION & LOCATION. WATERLINE SEQUENCE OF CONSTRUCTION (CONTR. TO COORD. SEQUENCE WITH ACSA): 1) NIGHT SHUTDOWN AND CUT IN 8" G.V. 2) INSTALL 8" T.S. &V. AND NEW MAIN (PLUGGED). 3) TEST NEW MAIN. (COORDINATE WITH ACSA ON TESTING REQUIREMENTS & PROCEDURES) 4) SHUTDOWN UPSTREAM WATERMAIN (DAY) AND CUT IN CONNECTION FOR NEW MAIN. 5) ISOLATE EX. 8" STUB -OUT & ABANDON AT EX. HYDRANT TEE ONCE NEW LINE IS IN SERVICE. WATERLINE NOTES: 1) THERE SHALL BE A 3' SEPARATION WITH ALTERNATING PLANES BETWEEN WATER METER TAPS. 2) FOUR 8" METERS WILL BE INSTALLED AND ONE 1" METER FOR THE FIVE PROPOSED TENANTS. THREE METER SETTERS WITH ASSOCIATED CONNECTIONS FROM THE MAIN TO THE BUILDING WILL BE MADE FOR POSSIBLE FUTURE TENANTS. METERS WILL NOT BE INSTALLED FOR THESE THREE SETTERS. 3) THE 1 " METER WILL BE INSTALLED ON AN EXISTING 1.5" LINE WITH AN EXISTING SETTER. CONTR. MUST COORD. WITH ACSA ON ANY NECESSARY UPGRADES TO THE SETTER AND LINE. 4) CONTR. TO PROVIDE WATER PROOF TAGS ON ALL METER SETTERS TO CORRECTLY IDENTIFY WHICH SUITE THEY SERVE. 5) ALL WATER METERS ARE TO BE SIZED BY THE ACSA. 6) ALL SERVICE LATERALS MUST BE COPPER FROM TAP CONNECTION TO SETTER. DRAINAGE SUM MARY TABLE SIR I DESCRIPTION LENGTH INVERT INVERT SLOPE REMARKS IN OUT 1 DI -1 437.03 437.03 RIM = 440.00 2 15" RCP CLIII 50' 437.28 437.03 0.5% 3 15" HDPE 134.58' 437.70 437.03 0.5% 4 24" YARD 437.70 437.70 RIM = 441.40 INLET 5 15" HDPE 51.82' 437.96 437.70 0.5% 6 24" YARD 437.96 437.96 RIM = 441.40 INLET 7 15" HDPE 26.80' 438.10 437.96 0.5% 8 24" 438.10 438.10 RIM = 442.00 CLEAN -OUT 9 15" HDPE 14.27' 438.17 438.10 0.5% 10 24" YARD 438.17 438.17 RIM = 441.40 INLET 11 15" HDPE 82.70' 438.58 438.17 0.5% 12 24" YARD 438.58 438.58 RIM = 441.40 INLET CONCRETE 80.08' 437.68 437.28 0.5% DEPTH =12" V -DITCH ACSA GENERAL WATER & SEWER CONDITIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING CORE DRILL TO EX. MH WATER ACT). INTERNAL DROP CONN. INV= 432.50 A"710PS HOTEL LLC :.CAI1 0,' 1AY A' 1P,11 i8 -90 7th /D =,,,►37..�8 OR 3117,3, PG R5 INS' 70 0UING:' IIC -L C, lldV 0UT= 1.;?0. 60 USE- t:1CANT 1 3" f-9, `�. SAN rt!lI �1�` I I' t I TOP= 43:15. S8 /NIA' lN=lf- 1 r_ 83 - -�;- INV OUT - -_ 41 s. 72 ACSA GENERAL WATER & SEWER CONDITIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING CORE DRILL TO EX. MH WATER ACT). INTERNAL DROP CONN. INV= 432.50 A"710PS HOTEL LLC :.CAI1 0,' 1AY A' 1P,11 i8 -90 7th /D =,,,►37..�8 OR 3117,3, PG R5 INS' 70 0UING:' IIC -L C, lldV 0UT= 1.;?0. 60 USE- t:1CANT 1 3" f-9, `�. SAN rt!lI �1�` I I' t I TOP= 43:15. S8 /NIA' lN=lf- 1 r_ 83 - -�;- INV OUT - -_ 41 s. 72 51-0rulf A11-I to . l TOP =4,39. INi! --I3•Y. 6.9 W =8' X/ / Dio =0.30' Dam =6" (0 curb opening) °�f 2,{ j' /Ir W =4 R7,`7� ` `''. ,?r9 Dio =0.62' D►ux =1' S =0.5% V2y►(-) =3.23 ft /sec aC1� CONCRETE V -DITCH HL /R'r f1Vllsii!!cNT CO TlrY b f`, � ! I3 -11 DR f• "G DITCH CONN. TO PIPE S41V �ONfNt�� 11C-EC (SEE DETAIL, SHT. C9) e -- T0/-1 � . 00 // USE.• VACANT 7 I/ 33 0 /NV OUT =•',"f' 1.5 l / ���v . °`°4�rl / DT1�4 - CONNECT TO„ /� �0 R . EXIST.aaCf�F�6 / �f % Q , / f�EATi SAWCU. & / _ ter. _ � ;" ► e N-f / %MATCH EX. ""VMT. BENCHMARK' - ^s �� :: CONNECT 'TO / � Lei l''ILrLF II`'l.'7/I . " . / EXIST. CURB / TOP= 437.48UTILIT7 °EA't?fLIL'7a _1 '-•® A�� {. / -- .... r • .` 5 MAX. RETAINING WALL (HT. BEYOND 4' REQUIRES 77, A SAFETY RAILING) .. ` � --�''- :• :..: � .. � .. . /....: :... .•.. 7/1 _RE 6' AN , OOITIOA!'IL 20 -' °.'. TA rc) LATE/ 1._ L- AS._A _NT Q ^ # � U' .. ,...^';.. fit'•...•...•.'.....,.•... '. •...,. •.y..r..s•- ': .................. .. •... •...,.•.,.•.'. .•.•. •.,.•... ..'.'.'.'.'.'.'.'.'.'.'. ".. \.. ......... I. l r n r , , z`.', la f7 LEI,:, ' '?CUR, - „ :': TRASH;' "...�.„ : ............` „..� ............................. ............................... ,... ::........:....'...........:�� , TO A1. �ITFL} Cl,sAl1, [t!T 7lll,, e FZ....., .... .....�'.....,... t''`�zo ST01vt %�ISEUENT Pl-fi' L11TEe IL 15 /N /T 5FE filt/ir'"L�1T,� t�? 45' .'BEND...'.......... q. r. ........s� `. ��.:<. �':.'.'.'.'.'.'..'.'.'.'.'.'.' .'.'..'.'.'.'.'.".'..'.'.'.'.'. '.'.'......'.. .'..'.'.'..'.'..'. CON. C:.'.$ UMP�R :':�:i.O:GK::'(71'P:):':':': l Or L7f.7• 366 ('G 140- -114 GUARDRAIL &SAFETY RAILING`` ( • • .GATE. .H :.6;fi:... v.. �,........ e .... ............................... tl >. :. ' ;......... ...< ..........., <........,< ............. INV = ....................".'..'.'.'.'.' 24 ..'(TYP):-'- "-(SEE•:�DUAII.;:•: SHT::•:C9 ::'..'f� 3 L ................. ...........................,... (WITH REFLECTIVE TAPE WHERE ... 5... • .... !: -DU MPSTER.': A: REq�:'::::':':':•:':'.'.•:':'.'.•:':':':•:':':':': ............... ....... ..'.'.".' ................................... . .......�..:...........�....:... /1 0e. !. .......,.........,,....'....'.'.'..'.'.'..'.'.'..'.' .'..'....'.'...'.'.'..'..'..... .".'."... '..'.........'......'.'.'...... , ........,........ ' f ADJACENT TO PARKING SPACES) c:f.�INC'l.r ..,p ... R.3' ........... ............................... .... ... :k5........... �..__ ,_ .. -�, ,,'1E . ( c�CrY' EXISTING WATERLINE TO BE ABANDONED AND. I ~ ; �.,..�..... ....................................................... ...........:................... .......................... • :.::•.: REROUTED WITHIN NEW PUBLIC EASEMENT TRAF ' IC' R TED 0: 8" CAP /I )�P. rc'.• NT �r , > ;, :1.2 ' :' . PAiT,c F I ,. (TYP) 18.( P) :.. :. ::. INS/= 35:0 ................. jr (7-yp. I :1L I <E : �' '.I: '; :• �,,�....:1.•.'... .. 1 STOP SIGN ..,, '..I.,.. ,-0' IPATFR LIr1'% L A.SEtt•f.ENT - _ 4' P[ Ti` V5 4K3, � FG 701 �� -�'`' �,.�_ \ / ; ' L "..:�,• &,� :'.'...'.;.:..'...'.. ' e 1.,. :. CONNECT TO ., , �� :. .:... .. .... .: • `• � . .. � •':24 . .. c-, ' \ `�.. 1...'..'..'.. N W 20 . ................... EXIST. CURB \ e.... L ......... t a. A. SA. W:. Y - f _ _ MT,. NEAT SAWCUT_ & `�._ °, -,_,� f� :' :I.' :' :' : :' :'::: S, J,qL /SCO W,q MATCH EX. PVMT. ......'.'.. . :. J:'......'.':'.... ::. `..:...'.: _ ; :...: ':.:. : ': R1,..R25............: Ili 4 Y r. » �........ r tV ACCES> L:ASEkIEIJT 8 T.S. & V.. �. ' '.'.'.'.'.'.. ..�.'.'..'.'..'.;''.'.�'..'.'.' .'.'.'.'.'.. I ............... r .. R ........ .................................... R�.•.•.•:•:':":':...:...:............................................:...•.•.".'.'.'.•.'.•.'.•.•.•.•.•.'.•.•.•.•. •.•.•.•.•.•.•.•.•.'.•.•.•.'.•.. �.�...'.'.TRAFFIG•'•RATED •'C.O. - R- �._�U._3339, PG 701 8» G R .... 4 ......... .......I............... ................................................. ............................... ........ ........... 'L�•/?s1V LLC -s,# -L , .............. INV- 435.50... .. J. R _ •.....;.:.; ..' . ' '. .'.... - .............. TAP...lh.1/ESTUENTS'.' LLC'..'.'.'..'.'.......'.'.'. '..'..'..'.'..'......'.'.... ..'.......'.'.....'.'.......... .................... ' • 1 N 45' BEND ' TAP: :... I •I I• I I I I I I I I .............. ............. . ( ) I........... li .......... . ,� .. xi r. I r. l L'.r I .'I I. , I'.I i.. .. TAX.'.' MAP. '.' ?rg.. ..'.'...'..'..'..'.'.'.... ..;.'..'..'..'.' .. CON. C. '.'.BUMPER.'.B.LO.CK'.'(TYP.).. ' .'.'..'.'.'..'.'.'..'..'..'.',' OC4 .3 c`� 3, FG X 04 200 TO TOWN "f/ ........... ....... . �`..' I I r 'i. i.'. .'I I. 1 I'.I r.'.' 6 ................... ............................... .. : lI ;1111 r� -..• AND COUNTRY t...........:I:'.'.'... • . •'. !'..'..'.'.: '.;.s.... ... �.-1...'.'....'..'. DB;.;3657;';PG 60� ::'::': :'::':':' ::::::' ::............. (SEE . DETAIL,.. SHT:..C9)............. .'...........', Gl. t l . H. EC, Il lli .11•ii �l 11 Ir. CORP.'.. ST ..'. jl r. I r'.rr.'I L'1 I .I i. l L'..'1' - .................1:. 272.' AL^ S"..'.'.'...'.'.'.'..'.'...".'.".'..'..'..'.'.'.'.'.'.':.'..'....'.'.'....'...... ..'..'......�.'................ ........... :. Il 7 C /,t /1f_ /i0 UE.LtFliSlffP DRIVE :............ I III •, L I I i r.'I i......... ,. ..$.. .. ,.......... ... ........ , UTff..l, Y .. PVC.'. SLEEVES.'.'.'.'.'..'..'.'.'.. .'.'.'.'.'.'.'..'.'.'...".'..'. .'.'.'.'.'.'.'.. ..'.' .'.'.'..'..'.'.'..'..'..'..'... //t CONNECT T : .................::......: _ Y . ...... .. , EXIST. CURS 1 S: EP.S':. �'....'• 14 :... ::. ...: ...:.:.. `� J :.H ND GREASE INTERCEPTOR Tf7.00fff ?,1fL �, I I v 145' P• vF -sT,1L I 39.0 Al I PROPOSED SIGN NEW..�1.4' ACSA __ UT /L /; Y L /NL t1 - - `- - A/'l , ^f0,V LOCA RON C, NS OCO, _ J -WL�ESMT` _ _ - - `� �; ,,,.. _ / TY - t� --- - r 1 `,,®' __CF�:'Tt A./1/I) AC`1 (lTlf/ I4 _ _ _ J 13U ��4 - -'- ""-- .1J 111 --�- LiE'1 I IL - C�..9t,TI b p ^, . _- (fit io�T l_ 1111 RIARLl� I1fDT11 F..R1SF_;� ,,7JT r'( ?I?•�`�rr r'C1l L" .�-, t� =.t =..,Tit_ J•: - . � •°__.__ � -�-_ _____ -- --� _ __-__ �_..�,:... � .._�� ..�. ELI •• =4 ^-9. J „�ir�� -° _ _ _ _�.- �-- I�lCh'MOIVD ^ROAD �} �- _ - r 11,. �1�., cE �, 20� T o 20 40 60 13 FIC.7E 4. TIEi • -_..�� ` •.�..."......^^... � �.,...........- .-..•^ d..aT•. #1�f'�� -` � ti +t _ry ' i;.'°' «^°:^;:•-- .,...„ m_... ,�,....,,,,^...•,....,. .t �3 , ,jaw.... r __ p• i.._ lIh _ - - �,- , :. STATE ROUTE 250 FLOW LINE -- - f? °�,r .._ : � _L .,: Lit _.: (VARIABLE R -O -W) LDG-E OF P,41 L"A: E'NT = Y Scale 1 20 NI LI 131 III Al AI :I I'm REFLECTING 'TOMORROW WWW.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE Ai2CHITECTURE LAND SURVI''YING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL 6 SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS .: cl, Balzer and Assodiates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 -248 -3221 ee {�e�;LTH ;oore �f » I �: 11 � �am S. a b Lic. No. 035223 a 'O 12 -09 -2015 w• XAL 0 U 0 CIO •C: tCf 'c �2) O o 06 C U _F_j 4-1 N O E 0 ct3 .n U J � W.. .O DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE ill = 20' REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 10 -02 -2015 12 -09 -2015 SHEET' NO., C3 fi 3, - JOB No. 50700006 , d DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE ill = 20' REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 10 -02 -2015 12 -09 -2015 SHEET' NO., C3 fi 3, - JOB No. 50700006 , d , d I i7il vj 1, I REFLECTING TOMORROW w: wwbalzer.cc y Staunton New River vV lley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING .- LAND USE PLANNING & ZONING • LANDSCAPE ARCHITECTURE LAND SURVEYING 1. ARCHITECTURE " STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540. -248 -3220 FAX 540- 248 =3221 ' y _. y r oTH OF (4t Dr • 10 r m S. oore � No. 035223 x 8 -31 -2015 w E��~ ANAL - a) -f-°+ C a) U 0) .= CL CL 0 U) 2� -1--P C 0 U 06 C 0 IL ..D) r(U V ICU ._ U ,L I5 C c (.j CU> W W CU a) Q - , . .. • ....�:..,..�:.,::� -- �. DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE • 07 -26 -2010 SCALE 1" = 20' REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 SHEET NO. C5 of 13 JOB NO. S0700006 a U U 1 21 '�\ i y. it ��. . , ° GRADING NOTES: . , ��� 'i. o . _� 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR \� • ' . . . �i OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE I TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS - • • . - REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO • ' 11 -, RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE �. ' •' ORIGINAL GROUND SURFACE. ' 1 1 N ` N 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. '. ' • . . ''� � • �` _.� 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND . • , . ' . // // ..- GRADES AS INDICATED. / . f� ! _, _ 4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB -1 FOR 1 . {' �, M DRAINAGE PIPING. STO R D • • . • • I M 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO AND SURROUNDING AREA. DO W =8 . . / . ' .� � //, ' . . `� M EXCAVATIONS AND FROM FLOODING PROJECT SITE NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING D10=0.30' DMN =6" e. (0 curb // • ' . . • • ' / • . . ` OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO opening) % . . . 1. . /Z STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC • �� TEMPERATURE IS LESS THEN 35'F (1'C). f '.. '. ' Z 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN Dio =0.62' Dma =1' /� . . ASP,IaALT HURT /NVESTrt� NT CO L ATMOSPHERIC TEMPERATURE IS LESS THEN 35 -F (1'C). S =0.5% Vzrt.)= / // // �,/ 3.23,ft /sec �' / / f f . ,- / � . • ' l • . ' • ` , `� TA k' rte I -/" 7 --11 DR J651; PG ,��G� / L ABOVE OR BELOW REQUIRED SUBGRADE /! -- �" , j ZONING: fry -EC 7. FINISH LAWN AREAS TO WITHIN ONE INCH ,�' ,o' , ,�' ,� ". ;� ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND CROSS SECTION, WITH NOT MORE THAN 1�2" ABOVE OR BELOW REQUIRED SUBGRADE -.'' '` CONCRETE ,V-DITCH /' /' --, ' .'� /x ' °� l i l / . . fl\ _ CiSE.- 1•'ACANT ELEVATION. cn �'� �� >' ,�' ,' /� ' ,% " ! . P , /'r -T- -- ._- -_• -/' /` 7 ".1 ,, - ~ / ,'l /. . t O \ ' K SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. / // PAN701 S r.IO.,T -L Ll C - ^ _ _ / / .'' ,- -- -' /'/ l � O - - -`�- °-a _,r/ / r /-ri1,Y A..1;� / O Q • K /' . 178,--,,-9D ' ,�'� /� /' l • ! 4" OVER ALL DISTURBED AREAS NOT RECEIVING WALKS ' '` ` QB ,3t; 3; F'G �5 , -' .' 441.00 / / - l .. -,/ l� N 9. SPREAD TOPSOIL TO A DEPTH OF PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING ,�` , /' /' / ,� C A'ViNi� .- NC EC / -�- - .- 440.50 ' <' • O ' ! , ' r ' \.: / PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND, RAKE FREE OF STONES // .' 11 ; ; ,,C%' E- VACANT ,.--- - .-- - - ---' ✓ BENCHA( ARK / . 441.32 MH 437.28 - --- /, / ' 440.82 . . .11 ` AND DEBRIS OVER 1/2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF / / rt`�' �, ,' ,/ ,�' / f E�TW :437x.00 , -- -_= a" - ` P ,SAN _ _ /- ~ ~; -- -TOP= 437.48 _-- --`� ~' -1, __.. �; f' l 11 // /�� , DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY. ' ! / BG:436,50 , -�� d _ - - r. - .• y :'.: :: :. 1 Z �440A / TW:436,00 °~ `? , '/ • ° . °r �� a <l ................ I I°' J 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 8" BELOW FINISHED / BG:433.00 �� 437 . �' ® ,� �'`< i " C .......... �. °'' 440.25 FLOOR ELEVATIONS. r/ �' 1 . "` .„ ' •.•.• r ... � 6 / J 11. PROVIDE A MINIMUM OF 5� SLOPE FOR A DISTANCE OF 10 AWAY FROM ALL BUILDINGS `, , , ., !. . f ,' =., . ' :.... .... 1. :: �. ... r ,.'.. • ' .. FOR POSITIVE DRAINAGE. ,' r .. �' r1' • 437:9 .,; : 43 .:40. ...438:. '. f TW:438 ��� `�� f 37.68 ...'.� .. - ... ..... . r:- �f'�91 L:.',' .... ) // 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5� .' BG:433 ,' ,- / .65 .' . 38: ::: •: 43..90 f ' ' 1 38;15:° .,: 38.05 :.:. •. ' ' : '' ' : :: �` ='. .. . / '• .V- ' ` "• : L • . • •..... • ` `..:::`:n ' 11 / 1 AND A MAXIMUM CROSS SLOPE OF 1:48. ,� / .. ........:.:.....::.:..:...:.... , . 4 8:.70 .....................,� 4 O`65.'.... -.''I n ...:.•......n........::.. �� , ECG.. 6.. - .....4.39:.55. .... .440.60-'......... :....... :.......... .:.� / 13. WAIVER GRANTED FOR DISTURBANCE OF CRITICAL SLOPES VIA APPROVED LETTER FOR SDP �,� �,� .° TW :438 38:80 .:: .:.:.:.:.:.:.: 438;0;:::;;;:::;:::: ;:; :::: ;':':';'...... .................:.......�.`.,, 1 YP, ............ ... ?........... ( } .... .......... :................. . .. ,. .......................'....'............................:.:.'................. ...'.'....'.................... .. �:.....: .:.:....:...440:.10............ / // 201000059 DATED AUGUST 12, 2011. . ,, BG:434 e ,.,4.38.;30'•.,.,:,.. f.�...... ° ..............................,................... . ..... ....:.......................... . f .................... .. j''. /: h,�......... CG -2 .. ........ ... } .....' .. ............................... ............................... ,.. .• • ' , �..';� - -l- '....'. ,� .:......:....: 3 '. ,- -..... _,._�... , ...... ....... // �' .' .,..::...., .... 439:66' ............. .1, . .•x•.• ....•..439. :.1..6........ �'. :.: TYP:....43...... .. .........' ........... ( }.. 9........./ .. ............................... ..................... ................. .......... ,..... ..............................; ' . ...... ........ ......................;�....... ........... 440:.9.......,, .... . . 0,4.3.,....- ..`.'. ..................�............ ......... ........ 1.. ............. // // / ,� 11 /.. ............... .1'........... .............. . {� i . ..,•:•,•,..... . ;.. ?. T �: > / .................,'.'.. , .. . . s .'.'.'.'.'.'.'.'.'.'.'.'.'.... • / / /. 1 11 ��, I ,� , 11 .. : .. 1 • 1 ... .......'.'.'..'. 4, : ,,. - .....:.:....le....... : �... . ,..ter ;'�:. • 41.3 ' ' ' • • ' ' ''• • ' • •'•'•'''•'•'•' .. .. .................. ... �.-:.,. . ' ` :' :1. . . _. 40:8. '•'•.•.•••'• •..•.•.•.•.•.•........ / • :. - _ _ v -/s c Y /// .'� ,�`TW:439 tr , ... --- -0:- -- �.: •'.•. �. .. ......'..'........'.'. ;'.•, •. ,`, ., BG:435 .l''' r.. .; •1. •; •:•.•....,..439.6.0. . • �, ...., ............ 4�: 1: ........441.'.'. // H / ° TW:439 ' { .............. :/ 9 :.. 40.7 ..... .. . .. . . I/ H BG:4 ,'� � :°.... . 438.55 ..... .. . /' 1• .. .439:00 ,�: •. .....'...'.: �....•.•.,.•.. I /. II '� � � � -- " 1` / '':':':':':::::::: •:•:•: ::`� : . ' .. • . .. -11 ...'.....'.....,.... 441:21 ` a- � hl yc // ,ti JAL /.S'CO WAY �. ,........ .�.._...�..- . _. _ ....'T.... I f .. •.......•.�.s�',,..T. -» .. ... I ................... ...�.,.... , ............. :: �. ... :; f . ;,..:.'. ;,.. .. ..........• . ............. ...' • ............ ... ... .. .. . ;... .....:......, m :....•.44.0.17 ...f � �.;.. .........,...:,...... ............................... .... . r. - 440:.71... :`,... :. .. . .. ........................... .. ... :- /. ..... ... ........... ........................... . �� /,�. ,' �' ,- - - .._._�- .....,. -,,,.. -.,� -. _ _ _ - I E. ,..... ..'.... ,....... f /.. h .. .....•4.9.:67..'..... `� . _... - -- ` ....- ......... ............. 41 44'1:72 ........ 4 .................. ...... :; . r n /I S N�.:14 LLB, G - . :, .J . /... ry)�......... I� -- .- -,/,.....:.r0... ...r /.....r 200 TO TOWN r ....r.. . ... ... AND COUNTRY .............. ...... 1... .f.00. ... ...... .............. :'.......... ..... ! '. /.......' .....•.•.•.•....•.•.• .•.•.•.•.•.•.•.•. • • • • • • • ' • • . • '.'.'. �- -.•...'...•.'........•.......: •..:..... ;.. .................... ............ , ........ . .............. ,r.. +....r........ ...................... ..........,<............... . ... ......I/ ........................ •.•.•.•.• .`.f.................. 441, 22............................. ] " ............................. ............................... !_ 74.., n 1P r5_- 3{ ..44 .. 442':75 /l /?G . , T G EC4 2.50 !/ �' G .. .. ,� . ...• .• '••••. ;. •.•.•. DRIVEr •. .•. •. •. 11 . ,�. .•.•.•.•. .•. •. •. •. .•. •. •,,. 7' ;;- .................. ......... ......................... . . . . . . . . . . . . . . . . . . . . . . . . . / ........................442;bQ• ....442,25. " 1 ?(. ?n %r,�rr: 11C-EC ..r...r.....f . •........ ,1 ........ ... .. ...z........... ..............43 ..:.:...........�;, .........._ ........ ....... 11.............................. ` .... .� 49,17 . ,•,','.' .': ,�....... ..CG . 2 ....... 441': 60 ............................... ................... =.. ' ..:..... / l 44. 2: 1 / USF. 11 Ui C1 Or *?LEr?Sff /P ,...r_.- ►° j t ,! , � , ;-1- ............................... , -- ', - :, ........ :.' �.'.......... (TYP.).'.' ..•" y ................. 41..1.0......... ; 40. • .. EGN .T OER) .E..................;.- , .:.. .' ..... ... ENb•7APER j•' '•' '•'• f ) .'� :;,, .... / 4 2:'1.9 . . 8,' II �G 1 ..( •.. ` .. . ' 1 TEMPORARY 1 r ;� - - �, .. 4 1 441:76: ` :. ": 441.3 ' ... :.: .i o• 41.26 :.:...... 441. ' 0., ' '.. ': •. + . ,, 441 6 _4'42. 3;. ; -' �... • i` 442.1.0 i / F GRADING -, 1 1 / .. .� a' :y :. • ' . .. 441:3 442. < /; F EASEMENT 1 i d' . ', . , 1 ° ^ '- .,.- -. I • 4 ... .�.._..�. � :• /l a �,� ,t ^ q j /�q / j 1 ( <,'. >. GC.�'il��`i�.f3Jf`i; "t ' f j ` .' �d •:'e a.Y a -• ,; •°. d, e. 14 ..T .' e ..,'e .. �e' • . e . e .• -•. - eee. .-*- . °se°sea .< //.� 41 :. e a �. .a e , d :' ' '. 1' INV =437 70 {w t. ••r'. r1 �r�>P�a <'1Tr,v IV I 1 1 r a� Al 1,t� • •A C < < : a• <•:.. _ d. . ..• . . . . e ...tip- '' -�< -_ •< < . < . -. FLUSH' :a - - . __ w TAsY t�l t''y'� 78--Q[,?-- � r 1 1 I 1 1 <. I. , ....> 0 '< ' . . ''4R.3 < c :< ' 442.0 • .. "< -.. • < "� . ..d' 24!�3a " •< ., ��y% f 4 V .. <.A. f)r3 -T,3,39, /'G ?.7 1 1. . "r . ' • . :4� :84 -' °d - •a <441, -9'7 • .< -a" s ,,d . A <: I Z'C�IVIAIC-• [/C -EC I/1 e e G e< 11 ti If ° to /,,' TW:443.67 c E USE.- FcG T;�IUii'.�1/�rT , f ,, ,` , 11 , �� ,; / �' BG:443.00 t /� - i 1 1 4.42.05 ' `''` E r 1 - - ,.r 4.n _ _ _ > 11 � .' I i , /ji < /1 - ° ti I , 1 1 ri < C Il a ' / e . SHOPPING, CENTER /1 : .4 . /�/ I ,�' 5 D �' / 2,q 00 S, - I=T. D / / , G FFE 442:50 1. lJTW 445.67 it BG:443.00 ,�' 1 r /1 I I�1 1 11 e All , r, . 6 (� I/ I' / / ' a e? �� ..- x1442.05 C 1I /'` / `4N TW 4 6 40 C '� I . BG:442.40 4` ;' 1 a I f <. fa' ,'0942°30'0 <. Cj< .a. y, • `° a°4'4 .� °- a.-.__ < / / < ' 4e • ` ' - -4 � . - ° d, , a _ ,!�, a�i a , I1 e . <1 , !f , °, R % '/' / TW•448.40 B P` a f� • �' ' ' // I ��° // /-4 447, ,'. , ' o' - ...449 -- -_.-. _- - . �,p A� 1 I_. BG:442.40 450 - _ B / I __ , <.1h ,' , x 448 D< _ - _ ? - - -- - -- 451 / / a __ t _ !. °;� 46, / </ / TW 46.40 _. "t' "452 f , / '� 1 ..,' - / !.. -� . ^.OG:442.40 <, °.° �. C .� • 1 n1 1. I ' 1 13G :442,4011- 1 •' -� - , " < ._° �` A-I S!' /A-E /iV F'Gt Efz Pnl f - .� .._< _:_ 1, t TIC -- __i- -- -� - 1 - - - - -i _ fit it i2' �4 -- ---,.. ""'�..., __ � � i :�1 . r - _- - ._•z -�-- -r , __r,.r -) 20 0 20 40 60 �= E. LE4 � 9 9t3 .. CI, t i .., R1 IT II.. �. .---- v 1 - R - -; -_ - -- . -�� . __• - -- _ =,- __._ ...�.._. _____ -- __ _... _ - - � _. -" -. - -- ` _ A , Yl � II.- """'r� - Ir 9 r r� - __ --- T _ 1 , t/ � -_ _ L //'C'? RIC OND D STATE ROUTE `- - � - -�.. - �1- - - _ - - -_., TW 44 _ _ 4 _ _ - R Scale )) > 1 20' A __ -- - TII IJT IL 250 BG:442.40 `° 2' ____ _, _ C14 . _- rI; lt)TII_ --- - -^-- -- ' - x --- C119t1'TIC. �`'� (BAR /ABLE R -O -W) y `AF ... _ _ __ _ _l _ -___ . _..�..._.._._..- 2________ _3- _ _. - ..,_`i_,= - 5 6 7 8 1 1 1 1 3 4 15 6 1 18 9 I i7il vj 1, I REFLECTING TOMORROW w: wwbalzer.cc y Staunton New River vV lley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING .- LAND USE PLANNING & ZONING • LANDSCAPE ARCHITECTURE LAND SURVEYING 1. ARCHITECTURE " STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540. -248 -3220 FAX 540- 248 =3221 ' y _. y r oTH OF (4t Dr • 10 r m S. oore � No. 035223 x 8 -31 -2015 w E��~ ANAL - a) -f-°+ C a) U 0) .= CL CL 0 U) 2� -1--P C 0 U 06 C 0 IL ..D) r(U V ICU ._ U ,L I5 C c (.j CU> W W CU a) Q - , . .. • ....�:..,..�:.,::� -- �. DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE • 07 -26 -2010 SCALE 1" = 20' REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 SHEET NO. C5 of 13 JOB NO. S0700006 a on N je REFLECTINGy TOMORROW www.balzer.Cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING 'SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING - ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540- 248 -3220 FAX 540 - 248 -3221 W 'am S. 'bore b Lic. No. 035223 12 -09 -2015 w, cuss- ��ti TONAL C 0 U .0- 0- 0 �-C VJ 0 U 06 0 F- 0 ai 0 Z) DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE As Shown REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 10 -02 -2015 12 -09 -2015 SHEET NO, C8 of 13 r, JOB No. S0700006 ICU (a O c U c � i Q DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE As Shown REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 10 -02 -2015 12 -09 -2015 SHEET NO, C8 of 13 r, JOB No. S0700006 ©M ©m No ©M 91M GENERAL NOTES: 1. SEE SITE PLAN FOR EXACT LOCATION AND FOR GRADING /DRAINAGE REQUIREMENTS. 2. STEP FOOTING AS REQUIRED (SEE DETAIL 5 /S1) 3. MINIMUM WALL EMBEDMENT DEPTH SHALL BE 8 INCHES. INCREASE EMBEDMENT DEPTH AS REQUIRED BY SITE GRADING CONDITIONS OR TO OBTAIN SUITABLE BEARING SOILS. ( 4. THE DESIGN OF THIS WALL IS BASED UPON A SOIL BEARING CAPACITY OF 2000 psf. CONTRACTOR SHALL VERIFY THAT SOIL ONSITE IS CAPABLE OF SUSTAINING SUCH A LOAD. 5. FOOTING SHALL BE FOUNDED IN EITHER FIRM SUITABLE UNDISTURBED NATIVE SOIL OR ENGINEERED FILL WITH A BEARING CAPACITY AT LEAST EQUAL TO THAT STATED ABOVE. 6. WALL HAS NOT BEEN DESIGNED TO RESIST TRAFFIC LOADING. 7. CONTRACTOR SHALL STRICTLY ADHERE TO ALL SAFETY REGULATIONS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR PROCEDURES FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. 8. ALL CONSTRUCTION TRAFFIC SHALL MAINTAIN A MINIMUM DISTANCE FROM THE TOP OF THE WALL EQUAL TO THE UNBALANCED FILL HEIGHT DURING H BUILDING CONSTRUCTION. 9. THE OWNER SHALL RETAIN A GEOTECHNICAL ENGINEER TO EVALUATE THE FOUNDATION SOILS PRIOR TO CONSTRUCTION. UNSUITABLE SOILS (IF ANY), AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER, SHALL BE REMOVED AND REPLACED WITH PROPERLY COMPACTED FILL SOIL AS DIRECTED BY THE OWNER'S GEOTECHNICAL ENGINEER. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT PROVIDE MINIMUM DESIGN PARAMETERS AS OUTLINED IN THESE NOTES. 10. IN PREPARATION OF THIS WALL DESIGN, SOIL STRENGTH PARAMETERS WERE ASSUMED BY THE DESIGN ENGINEER. IT IS THE RESPONSIBILITY OF THE OWNER TO VERIFY THE ASSUMED SOIL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED BY THE DESIGN ENGINEER, THIS DESIGN IS NO LONGER VALID AND IT IS THE REPONSIBILITY OF THE OWNER TO NOTIFY THE DESIGN ENGINEER SO THAT THE RETAINING WALL SYSTEM CAN BE RE- DESIGNED. G 11. ASSUMED DESIGN SOIL PARAMETERS: REINFORCED SOIL, ON -SITE SANDY SOIL, PHI =26 DEGREES, GAMMA: 120 PCF. RETAINED SOIL, ON -SITE CLAYS, PHI =20 DEGREES, GAMMA: 120 PCF. FOUNDATION SOIL, VDOT #57, PHIFd40 DEGREES, GAMMA: 120 PCF 12. THIS WALL HAS BEEN DESIGNED ASSUMING AN ON -SITE SANDY CLAY BACKFILL MATERIAL WILL BE USED, CONSISTANT WITH OTHER LOTS IN THE AREA. ALTERNATE BACKFILL MATERIAL MAY BE USED UPON APPROVAL OF THE STRUCTURAL ENGINEER. 13. ANY EXCAVATION BELOW THE WALL SHOULD HAVE PROPER 1:1 LATERAL OVERSIZING. EXCAVATION OVERSIZING SHOULD BIE MEASURED FROM THE FRONT OF THE GRAVEL LEVELING PAD AND THE BACK OF THE LOWEST REINFORCEMENT LAYER. 14. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE LATEST LAYOUT PLAN AND GRADING PLAN PROVIDED BY BALZER AND ASSOCIATES, INC. DATED APRIL 21, 2008. POTENTIAL INCREASES IN WALL UNBALANCED FILL HEIGHT DUE TO VARIATIONS IIN ACTUAL SITE CONDITIONS F HAVE BEEN ACCOUNTED FOR. HOWEVER, IF SITE GRADING REQUIRES UNBALANCED FILL HEIGHTS GREATER THAN SHOWN, 'THIS PLAN MAY NEED TO BE REVISED AND /OR THE WALL MAY NEED TO BE RE- DESIGNED. 15. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR DIAMOND PRO BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS. ENGINEER SHALL BE NOTIFIED IF ALTERNATE BLOCK AND /OR GEOGRID MANUFACTURER'S MATERIALS ARE DESIRED. 16. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMEENTS, OR ANY OTHER TYPE OF EASEMENTS IS THE REPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. THE DESIGN ENGINEER ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALLS, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACH ANY PROPERTY LINES OR EASEMENTS. 17. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTIUITIES IS NOT NECESSARILY E SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE AIND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUNID STRUCTURES. CONTACT MISS UTILITY OF VIRGINIA TOLL FREE AT 1- 800 - 552 -7001. APPROX. FINISH GRADE, SEE GRADING PLAN TYPICAL RETAINING WALL SECTION PRECAST DIAMOND PRO CAP BELOW PER ANCHORBSPECS. (�� 7'-089 UNBALANCED FILL) 8X12" ANCHOR DIAMOND PRO NTS SEGMENTAL RETAINING WALL D BLOCKS (TYP.) !1 t d/ / 9 1 vim. r r i .� L RI NTH �. ti'v •,-`• ••• . ';, MIRAG D GEOSY ETI C .�'�`••.• "' �� ( v REINFORCEMENT, SECURE TO '�f ; l� 4Ea4'''f;fi?s <' Fr•,l! < :• r� `•r> �, t} I�.� i I., �},: I(�( #. :%'2' %�. Ll1� >,Y.ti+.°. J'i� �i•l�r,•f:'y',,�� . \•i�� >•.'.Sf \;: ��.,q yi,,�� i'y �.'.... r 9 { r , WALL PER PER ANCHOR SPECS. %,�. /.•, :. _,,` ;� :., I 1Ii : {I :, {j(_.. NY : \G;:.�ir� :yt,`�1.• :l;`v;t;'� ;;c;�� :ti�.;';;�.f � \4r; :f.C•��;`�r I I.� 1'{..'�iE�^ (I :�rl °�7(jfe :..11n..1 . �{?'- "!�'� F.�' ". ;Cr,r�,r�. , ' � �.' ^'. ,i'r�;r� ;J ;;1.. r.,; t, :4 � • s, 1 ( ''� p .� \; t, `•' `�,.I_ (.. tr_t��.- I}-_�Ii.- �rl-.1 I :a -J .tt ti ' r• l , I REINFORCED EARTH BACKFILL, l II.. "(. I SEE GENERAL NOTES FOR 'REQUIREMENTS I tl(_ Il f ` 7I l' *,' :�;,�'. � ✓.' ,•'� 'i�• ,:,. ` ° <:. i .i'r �.. :�I - it --+iH= 11 i° aid- =I}I - '�i,.*�: ,�r•/ ;';; _ ` 3; *.y�,,�;ridl�t7ill�= .,�XT- ; :.��i .�.11!- .1((':'.: ( .11'-- �j( ::._It C,,.�I. ,,;;� {• : >..,�, :,� � J` t -� :II I' ii. i ,_' I COMPACTED GRAVEL (VDOT :ti.! Y,y�, . >ry >• :;; f' 1. ; :' t( \•„ " r'i.`.+.F` (j,'.' .r�;.tF, t!_t _ :�1L ✓i �u=.. x ( t... 7 #57 OR EQUIV.) SURROUNDING ,��,. :- : ,,�, ,yi :IIY- -I- 1.'tlip : {I { �.�< "s; . ,� R,. j ✓.. -L! 7(- Litt._ Il ji- i F..il liF. -II X DRAIN TILE TiP ITi...:' j a4t�'u i'`�M "�If�r:�''i` ".'YA`'�.'il f" :.J�. :�I• - lit- °�1(t`- iii- °Ilt.; :�l IVi'�TII1:`e' II 11,r�.� WRAP CLEAN GRAVEL W/ v , ??I�r✓ f fv. >;,�.;" I_..:;j �. 1= .ii1= 1�111(!i1 All' IEli i. 11 �I_im II •'.{` r'•'� Ip;!`!r \r',\.R i °.R •.••.e,�.. ` r�, t- . -'Iir r.. :.Ii I::: If =.�} No0 GEOTEXTILE FILTER FABRIC � -' x::,,,{ (j d? F 11 4 » PERF. PVC FOUNDATION DRAIN PIPE IN CLEAN GRAVEL J )r yl� ,r't' .F /�i i✓; ? > {i1. J Il ii' 1 I 31 ii i.C...). :i (iF VDOT q�78 OR EQUIV. DRAIN % ✓1w~fr���; �; - -, -� '•�I(� �..j -( . {�._ F I • �FVi- _:ijfi_ I'_._7 t 1 TO DAYLIGHT -I�- B PROVIDE DAYLIGHT DRAIN THRU ✓:JJF.�� : T(i�(� if WALL T' WALL ® 40' -0 O.C. MAX. .' ir;1y ���� ...• . ll�'li ,Ail !,.(. I.� . t �1i r :it1'�`tI4- ..,_i.1 (r.. I�1 APPROX. FINISH GRADE tID 0 TOE, SEE GRADING PLAN M Ilj it - Rt. := il._iT� -( }L. U7....1f +...tl - :_U }.:_• • -- L�. COMPACTED GRAVEL (VDOT '((1.- ( l"J`�I #67 OR EQUIV. BASE FF ,.(�- JIF�I �jli���i ±7.��]11 ri ) / •4?1- -t :-T 111 - -i? L -•iT -iii i Z A A Ip ROUNDED CONCRETE TOP PAINTED DARK EARTH TONE COLOR (PMS 464C). BOARD -ON -BOARD FENCE TO BE PAINTED DARK EARTH TONE COLOR (PMS 464C). 6" STEEL POST FILLED W/ CONC. PAINTED DARK EARTH TONE COLOR (PMS 464C). c0 O_ _1 1 PG -2A OUTSIDE ROAD DITCHES MEDIAN DITCH TYPED SQ. YDS. ANT r URF o 3 ti� D -DEPTH Wi W2 SAAREAE SLOPE St OpE 0 0 `'� + : PER LIN. FT = 8" 2'-9" T -9" 0.611 K - 82 �Z DITCH AT TOE OF FILL OR' TOP OF CUT TYPE 0 FRONT SLOPE BACK SLOPE W1 W2 K SO. YDS. SURFACE Al 8" 6 :1 4 *1 V -0" 2 - -1" 48 0.565 -Al 8" 64 4 *1 4' -1" 2' -9" 104 0.759 A2 6" 6 :1 3:1 V -0" V -7" 42 0.509 A2 8" 61 311 4' -i" 2 - -1" 92 0.6B5 A3 I 6-' 1 6:1 21 1 3' -0" 1 T -2" 38 1 0.463 A3 8" 6 :1 2 :1 4'4" T -6" 82 0.620 Bi B" 41 41 2' -1" 2 - -1" 38 0.463 81 B" 41 41 T -9" 2' -9" 82 0.611 82 all 4 =1 3:1 2 - -9" 2 - -1" 72 0.637 B2 10" 44 31 3' -5" 2' -8" 130 0.678 83 8" 4.1 2:1 T -9" T -8" 60 0.472 B3 1 10" 1 4- 1 2r1 3' -5" V -10" 111 0.553 84 8" 4 -1 =1 T -9" 1' -2" 55 0.435 B4 10" 41 =1 3' -5" T -6" 101 0.546 C1 B" 31 2r1 2'-1" T -6" 50 0.398 C1 10" 31 21 2' -B" 1'-10" 9 0.500 C2 10" 3.1 it 2' -B" 1' -6" 80 0.463 C3 l0" 3i1 14 2' -8" T -2" 1 70 1 0.426 TYPE E 12" T -3-' 2' -3" 0.500 ry � Zti s K - fl5 CURTAIN WALL DETAIL 94 DOWELS. 18" LONG 0 5" SL WiLL TO BE LOCATED AT BEGINNING AN END OF ALL CHANNELS AND ON THE LOWER END OF EACH » EXPANSION JOINT. CURTAIN WALL PLAN FOR TRANSITION OF PAVED MEDIAN DITCH TO MEDIAN DROP INLET GUTTER D-1 A-n ALTERNATE METHOD E-1 L »3(W 1 •W Q B -1 OF FORMING DITCHES INVERT CONSTRUCTION I JON MEDIAN DROP n INVERT INLET GUTTER DROP SECTION D -D t RADIus AT BOTTOM) AY LINE ROACH PAVED E-( MEDIAN DITCH D� A B NOTES? NOTE, FOR SECTION A-A MID B -8 SEE STANDARDS DI -7, 7A AND 7B. ALL DITCHES MAY BE TRADITIONAL PORTION OF PAVED DITCH TO BE PAID FOR AT THE SAME SECTION E -E CONSTRUCTED WITH VERTICAL PRICE BID PER SO. YARD FOR APPROACH PAVED MEDIiN DITCH. SIDES AT THE OPTION OF THE STANDARD PG -2A DITCHES TO BE CLASS A3 CONCRETE. CONTRACTOR. SPECIFICATION `�/pQ r REFERENCE STANDARD PAVED DITCHES ROAD AND BRIDGE STANDARDS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 109.01 HR•1 6' Mox. 6' Mow. -.� 12 min I- -- Max. W-13" - ----1 ' /z" dig. Solid Steel smoolth I � Round Rod f i p . or /VIII II II� I 1" Standard Pipe. - I �� /// /III III Concrete Mortar Rubble Concrete HANDRAIL (GUARD) INSTALLATION ON WALLS IV2" O.D. Standard Pipe for Roils 1 %=" O.D. Extra Strong Pipe for Posts Max. I 4i /2' a.c. {TypJ 30 " -34" 2' -T3" Mox, A - Width of one tread that is A required w t each bottom riser HANDRAIL INSTALLATION 30 " -34" Max. M, P�ESSU,(2E TREATED 2 X 6 GATE FRAM T -111 PAINTED DARK EARTH TONE COLOR (PMS 464C). 10" MAX. TOP AND BOTTOM PRESSURE TREATED 2X6BRACE PROVIDE BARN STOP AND LOCKING HARDWARE PROVIDE STEEL PIPE RECEPTACLE FOR BARN STOP PIPE CLAMPS SCREWED TO •.' >. PIPE SLEEVE SET IN ENCASE PIPE WITH CONCRETE TO RECEIVE CONCRETE IS AFTER i BARN GATE STOP 4 PIPE LONG EXTEND 1/4 ABOVI`- CONCRETE '. PLACE PIPE FOOTING INTEGRAL WITH SLAB TRASH ENCLOSURE GATE NTS For all details and dimensions not shown see SI'd,FE•CL. CONCRETE PAVEMENT BOARD ON BOARD 'FENCE . MIN. PAVEMENT SECTION SHOWN. Standard FE -CL -AGGREGATE BASE =I COURSE-21B ACTUAL PAVEMENT 0 o SP3 OA SECTION TO BE OLLARD -AGGREGATE BASE 1 -1/2» BASED UPON SITE W (TYP.) -___ _ - - -- 2 -1/2" P i post S 3 0 D. Line L p SAW CUT CL AND EXPECTED / 1-1/2" od JOINT io ine o L t s N U/ - -t IT M U 95% COMPACTED AND EXPECTED SP10.D. HEAVY -DUTY PAVING DETAIL C (SEE DETAIL) U • MPACTED r" Round r04 �� re Caulk ground ollposl wtlh silicon sealer V . SUBGRADE ,.. I SP4 O.D. Metol sleeves to ' DETAIL. NTS CONC. SLAB DRAWN BY WKM DESIGNED ''BY -•• be centered in top of won WSM WIDTH VARIES SEE 12' -0" ,mss ►-1 NTS REVISIONS: PLANS FOR 08 -27 -2010 Bolts (TyOp.i ENTRAINED CLASS 1 AIR 02 -09 -2011 (ARB Final) 12•' 10'•011 1 1 4 08 -31 -2015 REINFORCEMENT t, End of Retaining Wolf Contraction Joint ONE AGGRAGATE .rjtl►. .�vare -•k BASE Req'd. RW•2 Retaining Waoll -a • ' �• •� :.' ?' "`.� „•j ALTERNATE INSTALLATION ON WALLS •'`' . •s. t F• Notes' This hondroilis to be used only as a protection for pedestrians and should not be placed in any location where it might be subject to any, vehicular impact For vehicular protection standard guardrail should be used. Hondroil to be in accordance with the latest edition of the VirrJinia Uniform Statewide Suif6ng Code, SEFERE STANDARD HAND RAIL R REFERENCE E METHOD OF LOCATING AND ERECTING 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05 M, P�ESSU,(2E TREATED 2 X 6 GATE FRAM T -111 PAINTED DARK EARTH TONE COLOR (PMS 464C). 10" MAX. TOP AND BOTTOM PRESSURE TREATED 2X6BRACE PROVIDE BARN STOP AND LOCKING HARDWARE PROVIDE STEEL PIPE RECEPTACLE FOR BARN STOP PIPE CLAMPS SCREWED TO •.' >. PIPE SLEEVE SET IN ENCASE PIPE WITH CONCRETE TO RECEIVE CONCRETE IS AFTER i BARN GATE STOP 4 PIPE LONG EXTEND 1/4 ABOVI`- CONCRETE '. PLACE PIPE FOOTING INTEGRAL WITH SLAB TRASH ENCLOSURE GATE NTS NOTE: FENCE & GATE TO BE PAINTED DARK EARTH TONE COLOR (PMS 464C). TRASH ENCLOSURE PLAN NTS El' FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS ® 20' 0" O.C. (MAX.) 4• tires CLASS A3 TOP OF CONCRETE PAVEMENT ' n *4' ::`0edl;.1 :00K' 4" STONE BASE REQ'D 12' -►I�- WITHIN STATE MAINTAINED RIGHT -OF -WAY *STONE BASE IS NOT REQUIRED IN PRIVATELY DEVELOPED SITES BUT MAY BE BID AS AN ALTERNATE. - UTILIZATION OF THE STONE BASE TO BE COORDINATED WITH THE ENGINEER AND CURB AND GUTTER CONTRACTOR FINISH GRADE /-ROUGH GRADE 4 THE BOTTOM OF THE CURB & GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7 IS MAINTAINED CG -6 (WET) DETAIL NTS CLASS A3 CONCRETE 77 777 7 wP,i.•.4t ,y. r. 9.;; +;e: ^.aa ✓ +. ay7 112. i A .i,� ✓P"Q :'.,'���r �'Ob. -140 •: t5io�! :�r%i %� 4" STONE BASE REQ'D a :�•; >a;. :''� °`y: °;;b' >;`';o : : :> :a,• L WITHIN STATE MAINTAINED = :.• •' o'.. :�': :to > ;':e RIGHT -OF -WAY , •4 .. e:. ar. :m .. *STONE BASE IS NOT REQUIRED �''.'= •'moo':'' '°"�. :` "•t�'� `'" IN PRIVATELY DEVELOPED SITES ;.sei;•'�.� :I•;} :` -; :,, 'a :b:. BUT MAY BE BID AS AN ALTERNATE 11 � -� DETAIL - UTILIZATION OF THE STONE BASE C X12 -►}�- -�� TO BE COORDINATED WITH THE ENGINEER AND CURB AND GUTTER CONTRACTOR NTS EXISTING PAVEMENT PROPOSED PAVEMENT K 1-12" SAWCUT AND CHIP AWAY I EXISTING SURFACE COURSE ±2" PROPOSED SURFACE COURSE BENCHED PROPOSED BASE COURSE PAVEMENT JOINT o o •- PROPOSED AGGREGATE SUB BASE ` J 95% COMPACTED SUB -GRADE PAVEMENT JOINT DETAIL NOTE: 12' -0" CONCRETE PAVEMENT BOARD ON BOARD 'FENCE . MIN. PAVEMENT SECTION SHOWN. /_B 25 BITUMINOUS -AGGREGATE BASE =I COURSE-21B ACTUAL PAVEMENT 0 o to SECTION TO BE OLLARD -AGGREGATE BASE 1 -1/2» BASED UPON SITE W (TYP.) -___ _ - - -- 2 -1/2" SOIL CONDITIONS SAW CUT CL AND EXPECTED / 1-1/2" od JOINT TRAFFIC LOADS. N U/ - -t IT M U 95% COMPACTED AND EXPECTED GATE HEAVY -DUTY PAVING DETAIL C (SEE DETAIL) U • MPACTED yQ SLOPE V . SUBGRADE ,.. I REINF. JOINT - TYP. DETAIL. NTS CONC. SLAB DRAWN BY WKM DESIGNED ''BY -•• CHECKED BY WSM WIDTH VARIES SEE 12' -0" ,mss ►-1 NTS NOTE: FENCE & GATE TO BE PAINTED DARK EARTH TONE COLOR (PMS 464C). TRASH ENCLOSURE PLAN NTS El' FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS ® 20' 0" O.C. (MAX.) 4• tires CLASS A3 TOP OF CONCRETE PAVEMENT ' n *4' ::`0edl;.1 :00K' 4" STONE BASE REQ'D 12' -►I�- WITHIN STATE MAINTAINED RIGHT -OF -WAY *STONE BASE IS NOT REQUIRED IN PRIVATELY DEVELOPED SITES BUT MAY BE BID AS AN ALTERNATE. - UTILIZATION OF THE STONE BASE TO BE COORDINATED WITH THE ENGINEER AND CURB AND GUTTER CONTRACTOR FINISH GRADE /-ROUGH GRADE 4 THE BOTTOM OF THE CURB & GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7 IS MAINTAINED CG -6 (WET) DETAIL NTS CLASS A3 CONCRETE 77 777 7 wP,i.•.4t ,y. r. 9.;; +;e: ^.aa ✓ +. ay7 112. i A .i,� ✓P"Q :'.,'���r �'Ob. -140 •: t5io�! :�r%i %� 4" STONE BASE REQ'D a :�•; >a;. :''� °`y: °;;b' >;`';o : : :> :a,• L WITHIN STATE MAINTAINED = :.• •' o'.. :�': :to > ;':e RIGHT -OF -WAY , •4 .. e:. ar. :m .. *STONE BASE IS NOT REQUIRED �''.'= •'moo':'' '°"�. :` "•t�'� `'" IN PRIVATELY DEVELOPED SITES ;.sei;•'�.� :I•;} :` -; :,, 'a :b:. BUT MAY BE BID AS AN ALTERNATE 11 � -� DETAIL - UTILIZATION OF THE STONE BASE C X12 -►}�- -�� TO BE COORDINATED WITH THE ENGINEER AND CURB AND GUTTER CONTRACTOR NTS EXISTING PAVEMENT PROPOSED PAVEMENT K 1-12" SAWCUT AND CHIP AWAY I EXISTING SURFACE COURSE ±2" PROPOSED SURFACE COURSE BENCHED PROPOSED BASE COURSE PAVEMENT JOINT o o •- PROPOSED AGGREGATE SUB BASE ` J 95% COMPACTED SUB -GRADE PAVEMENT JOINT DETAIL NOTE: SM -9.5 BITUMINOUS CONCRETE PAVEMENT MIN. PAVEMENT SECTION SHOWN. /_B 25 BITUMINOUS -AGGREGATE BASE CONCRETE PAVEMENT COURSE-21B ACTUAL PAVEMENT n� W SECTION TO BE -AGGREGATE BASE 1 -1/2» BASED UPON SITE W _ ____ ___________ _- ____ - --------------------- - - - -___ _ - - -- 2 -1/2" SOIL CONDITIONS CL AND EXPECTED / 1-1/2" od 6" TRAFFIC LOADS. N U/ - -t IT U 95% COMPACTED AND EXPECTED SUBGRADE HEAVY -DUTY PAVING DETAIL NTS ` STRUCTURAL BACKFILL (WHERE FILL IS NEEDED) F DUMPSTER PAD DETAIL 6 "x6" NOMINAL PRECAST WHEEL STOP NTS 6' -0" CONC. TO BE SPEC'D 0 3,000 PSI ® D 8 DAYS YS OR " STRONGER AND REINFORCED WITH A MIN. GRID OF WIRE REINFORCING OR #4 BARS ®12" OC E VARIES 1/2" RAD. 5 REBAR 2' -0" LONG 1/2 " PREFORMED EXPANSION SEE PLAN UPPLIED BY G.C. JOINT FILLER WHERE ADJACENT TO BUILDING ELEVATION ` ► 4" •'•° ° ° ° CLASS I AIR ENTRAINED CONC o v v 4" AGGREGATE BASE NOTE: COURSE - 21B CONCRETE DUMPER BLOCK DETAIL FINISH - TROWELED EDGES, BROOM FINISH D SCORING EVERY 6' \ NTS EXPANSION JOINTS EVERY 30' MIN. STRUCTURAL BACKFILL EXTEND CONCRETE - DITCH AROUND PIPE X15 "0 PIPE -, rl -'-V -DITCH -' DITCH & PIPE CONNECTION DETAIL N.T.S. i HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS &NUTS. WX ACCESSELIE SIGN TO BE OMITTED FOR SPACES THAT ARE NOT PENALTY VAN ACCESSIBLE ttao -ego nc STEEL TUBE PIPE o CONDITION AT CONC WALK CONDITION AT PLANTER AREA 1' DIA CONC FOOTING HANDICAP PARKING SIGN DETAIL NTS (WHERE FILL IS NEEDED) N RETE IDEWALK DETAIL CO C S NTS C 5' SIDEWALK � .m.. MAXIMUM PAVEMENT SLOPE IN ANY DIRECTION 2% HANDICAP ACCESS NTS I10I NOTE: 6 1�x �;- \\, P I 15AM AND ASSOCIATES INC REFLECTING TOMORROW www.balzer.cc Staunton New River• Valley - Roanoke- Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona,-VA•24482-- 540- 248 -3220 FAX 540 =248 -3221 ED F yr' (� div Moore , 5223 a 015 w �� ti ��� • CONCRETE n� W MIN. PAVEMENT -AGGREGATE BASE SECTION SHOWN. W • cu ACTUAL PAVEMENT CL SECTION TO BE / 1-1/2" od . L BASED UPON SITE N U/ SOIL CONDITIONS �. �..r. • -. �. -' •.• -. U AND EXPECTED CU TRAFFIC LOADS. C O U • MPACTED yQ V . SUBGRADE ,.. PAVING DETAIL. NTS DRAWN BY WKM DESIGNED ''BY -•• CHECKED BY WSM WIDTH VARIES SEE SCALE NTS REVISIONS: PLANS FOR 08 -27 -2010 ENTRAINED CLASS 1 AIR 02 -09 -2011 (ARB Final) 04 -08 -2013 CONIC • • WIRE 4 08 -31 -2015 REINFORCEMENT 12 -09 -2015 . ONE AGGRAGATE .rjtl►. .�vare -•k BASE ` STRUCTURAL BACKFILL (WHERE FILL IS NEEDED) F DUMPSTER PAD DETAIL 6 "x6" NOMINAL PRECAST WHEEL STOP NTS 6' -0" CONC. TO BE SPEC'D 0 3,000 PSI ® D 8 DAYS YS OR " STRONGER AND REINFORCED WITH A MIN. GRID OF WIRE REINFORCING OR #4 BARS ®12" OC E VARIES 1/2" RAD. 5 REBAR 2' -0" LONG 1/2 " PREFORMED EXPANSION SEE PLAN UPPLIED BY G.C. JOINT FILLER WHERE ADJACENT TO BUILDING ELEVATION ` ► 4" •'•° ° ° ° CLASS I AIR ENTRAINED CONC o v v 4" AGGREGATE BASE NOTE: COURSE - 21B CONCRETE DUMPER BLOCK DETAIL FINISH - TROWELED EDGES, BROOM FINISH D SCORING EVERY 6' \ NTS EXPANSION JOINTS EVERY 30' MIN. STRUCTURAL BACKFILL EXTEND CONCRETE - DITCH AROUND PIPE X15 "0 PIPE -, rl -'-V -DITCH -' DITCH & PIPE CONNECTION DETAIL N.T.S. i HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS &NUTS. WX ACCESSELIE SIGN TO BE OMITTED FOR SPACES THAT ARE NOT PENALTY VAN ACCESSIBLE ttao -ego nc STEEL TUBE PIPE o CONDITION AT CONC WALK CONDITION AT PLANTER AREA 1' DIA CONC FOOTING HANDICAP PARKING SIGN DETAIL NTS (WHERE FILL IS NEEDED) N RETE IDEWALK DETAIL CO C S NTS C 5' SIDEWALK � .m.. MAXIMUM PAVEMENT SLOPE IN ANY DIRECTION 2% HANDICAP ACCESS NTS I10I NOTE: 6 1�x �;- \\, P I 15AM AND ASSOCIATES INC REFLECTING TOMORROW www.balzer.cc Staunton New River• Valley - Roanoke- Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona,-VA•24482-- 540- 248 -3220 FAX 540 =248 -3221 ED F yr' (� div Moore , 5223 a 015 w �� ti ��� SHEET NO. C9 of JOB NO. S0700006 /IIw W n� W U W cu .0 CL / O od . L N U/ U Z CU C O U (D � yQ V . ��( `6 ' ,.. O DRAWN BY WKM DESIGNED ''BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE NTS REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 12 -09 -2015 SHEET NO. C9 of JOB NO. S0700006 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE \ E AND NO INVERT ELEVATION FOR THE SL-RVICE LATERAL IS E 15a A INC INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE C iv E LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL AND ASSOCIATES TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED rn V1 ^ n O r1) 0 3s = iV E w V) m TO THE MANHOLE. REMAINING BACKFILL SHALL o J co E Of oY s JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. ,.. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL NOT CONTAIN ROCK MATERIAL _j ^� .. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, BE CONNECTED USING A PIPE SADDLE. 36 "MI LARGER THAN S" IN ANY _0 C-) `•'= cva: E INITIAL BACKFILL 24 MIN Y E Q DIMENSION E� va v -• VARIES - 24" IN 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2 °b 1 v� _ - • -10't (t/4" PER FOOT ) 24 MI w MIN MIN. MIN. MIN. ti- s7.... a. d..r....::.s,..::.m.s'!.Y::r_:. O; 10'� � 8" 8" 8" 8" REFLECTING TOMORROW INTIAL BACKFILL* NW W 5' S' \ 8 "MIN 6" LIFTS) lo' 0 ' 6" BEDDING www.balZer:CC 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN EMBEDMENT O r ■ • „ OF 4 "• THOROUGHLY COMPACTED ; .w... - '. 6;,... -:. >,.:.. ¢ E <^ Z `�:.�.. .,•, #68 STONE Staunton N 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER SPRING LINE BY HAND OR APPROVED o E oN - s E p _. %� MECHANICAL TAMPER Q 6 M m _ ,❑ Y F" *STABLE SOIL ROCK N New River Valley OF 3 FEET. OF PIPE U Q(0 ^� c.l a n M1 N U HAUNCHING N N ° Ez `J N °� * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL Roanoke SALT NO. 68 STONE - - - o�W o STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND Richmond BEDDING 6' max O TREATED 4" min = E 2 LU mow o THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF Harrisonburg 2 x 4 0 E Q Z WATER SEWER #68 STONE. FINISHED GROUND MARKER FOUNDATION (SHALL BE RESIDENTIAL LAND DEVELOPMENT ENGINEERING REQUIRED WHEN SOIL E °,� E E 3 SITE DEVELOPMENT ENGINEERING CONDITIONS ARE UNSTABLE LO �H u ^ co ° < FOUNDATION IN POOR SOIL UNDER -CUT CONDITION LAND USE PLANNING & ZONING (ALL PIPE) w \o .. U u LANDSCAPE ARCHITECTURE M LOCATION OF OTHER UTILITIES M r �F- N E 00 E (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) LAND SURVEYING ^ZO E LO `D ARCHITECTURE •- �Om D u STRUCTURAL ENGINEERING 4'MI INITIAL BACKFILL 4' MI TRANSPORTATION ENGINEERING EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM UNSTABLE 8" 8" 8" 8" ENVIRONMENTAL &SOIL SCIENCE PLUG END OF I NOTE WATER & SEWER 30' MINIMUM SOIL MIN. MIN. MIN MIN. WETLAND DELINEATIONS& STREAM EVALUATIONS MAIN LINE SERVICE LATERAL O O �__ #68 STONE SECTION 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -WAY SHALL BE :- 0:;;,: ?:: - == GRANULAR FILL AS BACKFILLED ENTIRELY WITH NO. 21A STONE. "_ ''' ``:"` = °`''` �.: ; = APPROVED BY ACSA •'_: -..,: / y•./,.,_:'.:. L:".` .ta:s...it:l'..id ":.:1.4':.e�k 45 °0'0° 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED --STABLE '� �, ` Balzer and Associates, Inc. L AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 x SEE PART 3, PARAGRAPH DJ SEPARATION OF WATER & SEWER SYSTEMS, SOIL OR ROC STABLE SOIL OR ROCK L STONE SHALL BE PROVIDED 5 a a Oz 1561 -Commerce Road 3.WHEIRE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" E _E II- :g E NOTE Suite 401 BEDDING OF NO. 68 STONE �cE' �� ° E N O E LU n u N g to W co 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. Verona, VA 24482 N N ip UTILITIES CROSSING A WATER ❑R SEWER EASEMENT SHOULD BE AT 2. NO ROCKS LARGER THAN 6 IN ANY DIMENSION SHALL BE ALLOWED 90" TO THE RIGHT OF WAY, ABOVE THE INITIAL BACKFILL. 540- 248 -3220 IN LINE WYE-T11 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. FAX 540 - 248 -3221 PLAN O O 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED K VARIES TYPICAL SEWER PIPE 5IN THE TRENCH. K f�LTH OF . BELL HOLES SHALL BE DUG OUT IN ALL CASES. INSTALLATION IN TRENCH UTILITY LOCATIONS & EASEMENT WIDTHS DUCTILE IRON WATER �� `' � SEWER SERVICE LATERAL CONNECTION TYPICAL MANHOLE FRAME & COVER illi�m S. Moore', NTS TY NITS PIPE INSTALLATION & BEDDING b Lie. No. 035223 x N.T.S. FIG. S - 3 N.T.S FIG. W -1 NTS 'O 12 -09 -2015 'w FIG. S - 2 FIG S-I-D FIG. W -2 0 �W J G~ max ASTM A36 AND HEX NUT J 4S�ICNAL S Q , 2 L ASTM A588 (TYP) I' COMPRESSION PR EQUA /4" MALE PIPE COUPLING UNDISTURBED EARTH UNDISTURBED PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ° _ 2 - 3/4" DIA solL (TYP} o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT L4�a 45' ALL - THREAD ROD -� TO HIGHWAY DEPARTMENT APPROVAL. COVER LIFT NOTCH max ° •' PLUG I I '• WATER MAIN ° O 0 14 1/2" a'Q = FINISHED 1jRADE SOFT COPPER 12 3/8" I ® ;� �• Z o FOR USE ON ATTACHED SINGLE FAMILY 12 1/2' Li _ RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. i VALVE - - 1 "x1 "x1" TEE - 1 1 24 "MIN i ° WATER - UNDISTURBED EARTH PLAN I" �` ADJUSTABLE VALVE BOX W/ LID ❑ Q ❑ _ FOR ALL BENDS FOR TEE OR WYE FITTINGS II WIDEN TRENCH TO - z U NO SWEATED FITTINGS ACCOMMODATE 4". ^.•� CLASS A -3 CONCRETE � ' CAST IRON LID MEGA -LUG 18" METER BOX ANCHOR IF M"',�. REQUIRED. Z N DUAL SERVICE R H min M � 1" COMPRESSION x.3/4" MALE PIPE COUPLING H BEDDING AS `,9 :; - OR APPROVED EQUAL REQUIRED 1' TYPE "K" = D = 18° SOFT COPPER o MIN '� :. j�� PLUG 18" ELEVATION _ _ _ ° iO ° '� r` a/ MW 4 UNDISTURBED EARTH ///��� M.J. GATE VALVE FOR USE ON DETACHED SINGLE FAMILY / RESIDENTIAL SERVICE WHERE AN IRRIGATION (� / METER IS NOT (PROVIDED. T T 18" /11 24" TRENCH 24" J SECTION 1 -1 SECTION 2 -2 MIN WIDTH MIN - SINGLE SERVICE r , NOTE: 6" EXTENSION v G . Z 1) SADDLES SHALL BE USED ON PVC PIPE. G PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. I CAST IRON LID 6" SIZE OF (FEET) CU.YD. (FEET) CU.YD. /�� BEND L H T L H T WATER LINE - - - - FINISHED GRADE PIPE SLOT "� 90 2.50 2.50 3.01 0.24 \/ "� 45 2.00 2.25 2.60 0.15 1 1 1 1D " -1 e" (2 PLACES) 4" & 6" 2.Q0 2.25 2 „5D 0,15 z - LOCKWING METER v, 22 1/2 1.50 2.00 2.52 0.10 - 11 1/4 1.50 2.00 2.50 0.10 BALL Box O , L_ I ALVE 2500 P.S.I. INLET k (a }, 90 3.66 3.16 3.21 0.48 CONCRETE a 2'x 2' BEARING AREA. 38" MIN. OUTLET) COPPEIRSETTER Q0 0 C 45 2.66 2.66 2.77 0.26 TL7 81. 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 21.66 0.32 SECTION THRUST BLOCK d c 1/8 BEND COUPLING Q - (/") F 11 1 /4 1.66 2.16 2.67 0.13 NOTE; s- F " 0 cu O 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. . A c NOTES: C„ () 90 4.83 3.83 3.42 0.83 q ' METER a (1) A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. -� 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2..83 0.52 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM c �� W 22 1/2 2.33 2.58 2.86 0.24 i / DIMENSION SHOWN.a 11 1/4 1.83 2.33 2.84 0.18 CORPORATION STOP BRICK AS C: E 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS NECESSARW LL 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. 2,SUSE DEAD PS.IISCONC CONCRETE. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES o 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. U Q 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF CROSS ANCHOR RESTRAINTS FOR VALVES (5/8" & 1" METERS) (5/8 " -1 f1 METERS) E ALL THRUST BLOCKS, TYPICAL GATE VALVE E CONCRETE THRUST BLOCKS NITS NTS NTS NTS NTS Fig. W -3C FIG. W -5 FIG. W -6A FIG. W -7 FIG. W -3 EXTERIOR DROP CONNECTION INTERIOR DROP CONNECTION DETAIL FOR O DETAIL FOR PIPE 8' OR GREATER PIPE 6' OR 4' D D FERNCO COUPLING WITH OFFSET BUSHING I IN ACCORDANCE DRAWN BY WKM (SEE DQAIL_A BELOW) LATERAL DETAIL PRECAST WATERTIGHT DESIGNED .,.BY ERB FLEXIBLE BOOT WITH STAINLESS STEEL BAND I CHECKED BY WSM ADAPTER OR - FLOW COUPLING w FLOW � l PVC TEE DATE 12 -09 -2015 C �- I - W C SCALE NTS DROP PIPE ECURE DROP PIPE TO MH WALL WITH STAINLESS STEEL aI STRAPS AND REVISIONS: _ _ _ _ _ STAINLESS STEEL �_ - #68 COMPACTED BOLTS AND WEDGE STONE FLOW LINE a ANCHORS AT A 2' - (SHAPING TO INTERVAL, - BE PROVIDED)��; - ,• ROTATE 90" BEND B °.° GROUT TO MANHOLE .OUTLET 18" MIN. B 3000 PSI CONRETE COUPLING & DETAIL A BUSHING TO MATCH INCOMING PIPE DIAMETER 5FI, SHEET NO. A A C9.1 REDUCE TO ' ORIENT REDUCED TYPICAL PRECAST MANHOLE of .13 HOLE IN THE WITH DROP CONNECTION ' UPWARD DIRECTION 4 CZ Q 1 n 1 n , , 1 1 0 1 1 7 1 1A 1 r, r , r 1 17 1 1 Q 1 110 1 1) n JOB NO. S0700006 15AM AND ASSOCIATES INC 3 REFLECTING TOMORROW www.balzer.cc Staunton . New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING- - LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS V,'11,, ; el...-.i ....i..t:s_�t c,..:, .. ..... ---J Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 1. ..540- 248 -3220 FAX 540 - 248 -3221 :t O H of yr �' L +P- o� • r� W eam S. bore , .d Lic. No. 035223 a 'A 12 -09 -2015 'w, kls��, ��v ti O N A L ��Cs 4 1 5 1 6 1 7 1 --8 1 9 1 10-------1 b 1 17 18 1 19 U U 0) LANDSCAPE SPECIFICATION .0 0 � I f / .CL RT O -C Q // !/ / -'''' ll�l���� -- (a 20.� , C/) 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND STANDARDS -F-+ C C _ - -' /j p - /� ! / , .=) .0 0 GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN - - � . N . . / / O FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF ,�S,Nll //. /!'' -- - Q. --- I l j NURSERYMAN. _ _ _ - s ° l _ v . ! T. / ! / ' ' . 2. ALL WORK SHALL BE COORIDINATED WITH TRADES. •-`' vxs!�, . , �. ! ! < 3. USE EXISTING TOPSOIL AND /OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, -1� a . /! I / // `� /SOD �'�'� 21 IC • . / ' FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, / ;;'�, ,,. • . ! / I/ FORIEGN MATTER AND ROOTS, STUMPS AND STONES LARGER THAN 2" IN �� l - � -,. 5 - - -e : - - E,� --_�e . -.e -, / .,.. .....'.'.'.'.'.':':'.'.'.'.'... / !/` N DIMENSION. -TO -- F ' ' ' .! • • . ' ...... ! ©/ N 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO RUBBER HOSE AT BARK °.. .' ' ....'. .. . ... ./ .,,, '....... 7 •.• . i !� ,., . • / •' ! :'. EXCAVATION. > . J:.,; .. • .' '. ... . - O ... . . til y' 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE 0 � .' 7...., f, •, -�!� VISIBILITY. o � " ' " - ' " '' • ' ". . MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF . I ' . "" . � ' , •• ' --•� : ' : ..... ()i1 •: .. ..... ........ `°. WORK. TURNBUCKLE (3). GALVANIZED OR DIP - PAINTED ..... ..... •;--..'.'.'.'....'.'......,.:'...'..'.'.'.....'.'.'....'.'.'.'...'.'.'.'.'..'.'.'.'.'.'.'.'.' ; .4.......... '.........' '.'.V'^ - - ..... .'.'.'.'.'.'.'.'.::.'.'.'.'.'.. ... 2' =C0•. / ...'.'...'.'.•.'.' // M 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNERS REPRESENTATIVE SET TREE AT ORIGINAL GRADE . .'.'.'.'.'.'.'.'.. , ................................................. / .......... N............� ..-.- ............................... . r1:.........." ..................................................................................'.'.'. • •.. ✓............ilA . ..................'.►01.....x. ..... ............................... ............................... .............................. ....... . '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ' l // ............................ ...'........................... M WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND MULCH: PINE BARK OR WOOD CHIPS 3 MIN. SOIL SAUCER: USE PREPARED SOIL 6 MIN. :':'.. . ' � • --.. • • ... ;... :• . ' •y!' ..• .•.• `... •.....•.•.•. ' '' ,' ., // il ''.' CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. WOOD DEADMEN (3) • / •.•.•:•..:.:.::•�. �ti......../...........'..........'..'.'.'.'.'.'.'.'.'.' ............... ............................... ......................' ...... ..........................:.... ... .. .. .. .. ' fp 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALANDER MONTHS AFTER , , i i, , ,• �, ,�• - - :.:. . ROPES AT TOP OF BALL SHALL BE CUT. REMOVE .• ••.•.' ,•.••'.'••••.•.•••,•.•.•.•.•.•. e x o,. ... ...........;r' 1�.. •...7 : 1C..........................'. '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 1-1 TOP 1 3 � .. • .. • • :. ' • . .....'.'.' ..'..'.'.•.. i'`. .. .. ... ''.'.'-'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'..' .. . '� ACCEPTANCE. ,.:.:. ,.. .,. III I I_I I _ - 1 =1 I 1 =1 I ,..:;:. ' .• . ' .'..: :'.. I I =1 I I =1 OF BURLAP. NON- BIODEGRADABLE MATERIAL SHALL :.. I ., .. BE 1 ' ' ' ' ' ' 'i'I '..'.'.'.'.'.'. ; ........... �a .. ..... .......... . ..... ........... 1 A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY - - III 1�1 =1II :.', `,;..: 111 =1II III I =1II =11 . ...: I I =111 =1 TOTALLY REMOVED ...�. ..'..'.'.'.'y.,' .'.'.'.'.'.'.'.. :. :.. ... �.. 1...... '.. . :: I • ... if y . .. . ...... ..I...... ,�� FALL FOLLOWING PLANTING. - - - - - I =II1 =III I =III =I I I= I - -_ _ _ ,: :... , . .. .... ... �,......I....�.... PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT �' :,, ,,,, , , , , , , , , , , , e , .. �.....'.'.[ .. ...... .......... �• // / L B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS - - - - - - - - - - - - - 111_111 III III III III II- III - SETTLING �1 : 4 �..... . L WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. - -II = - - - -I - -= -III- II I I =111=1I IEi I I =III =I I I= 111 =1I - 111 =111 =111= 111 =111= 111 =1I I I I I I I I I I I I I I I I I I I I I I I I / ,� ' '' •'.�'; . X00'._' '.'.,...'....... � .. / 2,. . 4.. J.. �........ /f ....... / =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1= ------ - - - - -- I II . ..... �� :..I:�'•:.r....�'.... f/ - .... .. , ... ... ..•. OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR 2.5 X BALL DIA. MIN. ::.. � - --Y(- _ I .,' ...... ....... ,� - ..:.:...:...... , THE OWNER. - - ___ :.,.......'.I ..'.'.'.'.. ..'...... • ..... 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY DURING THE GUARANTEE PERIOD ... .. .. '.'.'.'.'.'.'I .'..'.'.'.'.'.. '. ............... .. / ..... ...... .'..........'.'....': '......'. ' ............. '.......,.. ....... -' } '.:'.'.'.'.'..'.'.'.'.'.'.'.'.• ' ' ' ' ' . ....'.'..'.'. .'.'.'.'.'.'.'.'.'..'.'.'.' ' ............. f ...................... . • • ' ' ' '....'..'.'..'.'.'.'...... ............................... . ' ' ' ' ' ' ' ' TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE / .' ... f ..1.... ....... ................:.........'.'.'.'.'.'.'.'.'.'.'.'..'...'.'.'.'.'. l- ' '. �g :' • 1. .. _- . .' .I. --•- .--- -- *�- .:.,;... a I !�I .I . ............. TAP'.' 1NV ESTYENTS'.' LLC'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.' .............'.'.'.'....'..' .: ' f/ i • K WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED / ' �� :G'r: T I I, I I./ I F.31 . I.,.I .I I..k.... ................................................ X200' TO .TOWN ,� ........ �. f` .'. I I. I f, I L .I 1.11. a 1.1 I . ....... '..'.'. .'.'...'.'.'.'.'.'.TAX.'.'A?Al? .'.'' 8'- 9C.-..'.'.'.'.'.'.'..'..'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'...'.'.'...'.'. ............................... ..............'.'.•.'.'.'.'.'.. '.' .'.:'.'.'.'.'.'.'.'.' ",.,'.','. ' ' I '.'..'...'.'.'..'..'.'.'...'.'. '.'.' K PROMPTLY. - ...... ,,!.... 11' I f .1 L ,I J , I i.'I I'.I r...V.'........ . .I...'..'.'.'.'.'.•.'OB''•3657 'PG '606•...'.•.'.'.' ' • • • • • ' •'''.'''•'''•'•'•'•'• .'•'.'.'•'•'•'•'•'•'•'.'•'•'•'•'.'. AND COUNTRY 1 1.11 f .l I• I 1 1 • I I ......�.- r7.... , ..................................................... '.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.' ..'.'.'.'..'.'.'.'.'.'.'.'.'... '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. • ........... ............... •. : . ..................I............ �/ :. . 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR D /VE r , ;, ......... 1. 272.' ...... .'.'.'.'.'.'.'.'.'.'.:'.'.'.'.' ,..�z....... I I I 1 11.'1 11..1.1.'.'.'. 1.�G`T-' . ....:..... .................................... ............................... - _ -' - - - - - E u ' I 1 I'll l .'I i. l I . .'I 1..11.. ' ?I........ ... .'.'.'.'..'.'.'.'.'.'.'.'..'.' .'.'.'.'...:'.'.'.'.'.'..'..... ........... : . .; d -LT • ........'.'.'.'.'3=TC ..... .... .. 2 i IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND - , _ - - .. . 1:6:= ;1C::.....::. ' . '.• ' . •:•:•:•:• .......:.....:...............:...........................:.......... :..... o: NUMBERS SUBSTITUTION FOR COST- EFFECTIVE MAINTENANCE OF DESIGN `1 1 • ,'.',',';':',',',',',',',', ,',',' it I .........'...'.'.'.'.'.'...'..' ..' d :...a'. . �� 17 -T0< INTEGRITY. , s L e . .. . , . ... '/ . ,), ., Tj !/ ... •. 11 THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY •. •o • '. ' J MATERIAL THAT HE /SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. �' I e. . .. _ I' b' _ ' . .. . . 4. . , ' e /i 3 -IEB �y J e ° e e ° e e d ��- tae' : e e , a• • - e, d' a, a, e.. sees :.-g- °sueeeee• .e eM ' -e °' •°, A if ra 12. SELECTIVE CUTTING AND CLEARING SHALL BE PROVIDED IN THE EXISTING -i WOODED AREAS OF THE DRAINAGE EASEMENT. SELECTIVE CUTTING WITHIN THESE AREAS SHALL BE LIMITED TO THE REMOVAL OF UNDERGROWTH AND TREES'° ( � I fie, ••', a.'! - e ° ' ,_ AN(�UALSe °• d '•• d .. a• , O . e; e• a .. e, . • /f( e a " 'O' ABSOLUTELY NECESSARY FOR THE CONSTRUCTION OF THE DRIANAGE OUTFALL. e e . �j �) a ed e . . , , d • . .• // ° , - ! .' e' °' ' 13. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF I ( . lo A. EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL SOD /�f Al CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR 1.'. ° , . r < ' e, if : • • SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFIENTLY TO RETAIN ITS SHAPE STEMS SHOULD BE WIRED TOGETHER. z A WHEN REMOVED FROM THE CONTAINER. "- ` - 'd -V . • • // SET TREE AT ORIGINAL GRADE I ' d ' / // < '" 14. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED. MULCH; PINE BARK OR WOOD CHIPS 3" MIN. // °' PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. �� I SHOPPING CENTER , /�' H OPERATION. / / / / /// ��� - WOOD STAKES 3" IN FIRM SOIL I r ,400 J�•_ �i � n d v � 1 � H :. . :. - -- / t , / 15. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE - ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP OF BURLAP. NON- BIODEGRADABLE MATERIAL SHALL BE 1 3 ! . // DRYING DURING TRANSIT. - -I I I I TOTALLY REMOVED. . , l/ 16. ANTI - DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. - I I - _ -I _ I I I- I I PREPARED ADMIXTURE BACKFILL I - ' I ° 8-TO 17. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED -I PREPARED SUBGRADE PEDESTAL 0 - _ A. l� EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF - - - - - � .e.. ii FORIEGN MATTER. 2X BALL DIA. MIN. % I i1 G 11 1. S ,, .. II G 18. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH PART I . _ .• Iii SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE 0 F I. I Ill! STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1 /2 INCHES. IT i . <,, SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL I e'. • ' e . e. •. I7',d4 °• ❑• e 0 . :` ° db • .ta'd ' • . SHALL HAVE A PH RANGE OF 5.0 TO 7.0. , , ° ' ' " _ �" • �- e e ° e 19. PLANTING PROCEDURES FOR TREES AND SHRUBS 6 -CB _ ' x ,,,,,,e . I ' `P\ A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. � t •:.: .P, ::::: "r ........ F B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING dl ":: : :" ' : ::: + y •"' :::,. I P� F FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT Dot I , .' I • - x SOD MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING I _ _ _ - - - I 250'- �' . ....d ' . SOD PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). .. _ : •... ~.,': •� . :I _ :: '_�. __ -_:� _ _ _ A �'.. `. '. , 4� C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE _ -- ,.l - -- qe - = ,.s'a.` T=-- `.�.__'C11-3!! T,I_ . TI-. -_ _ �k�- ' °' FJ`i Its :...._. _ i� lU I "TC''_ [ <::e 1T1L � - fJl {U r T --- '^ ii i i� t (_'` --,-- OVIUT'L �- r --- --- -� ----- --- �' - �� , -_- rx `�, ' I_U , at rt1lIJTrL -- -� R- _ _ ^s. _ - -°s- -_ - - - - ` `� ^ ' , - ' " "`' � - +�� -- - _ -_- Tim.1TT1- -"` .._. .� .. - -= ' �.. -.:� _ 'L - __ M� - � M - � THE ROOTBALL. _ ,_ 1i1TIL [_ /�ry� {ems /� % 0 "�'t- lCHMOND ROAD - _,, T�� "' ° L,•,.' E BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF L /rM,L �,- _ ----- _ _ --- - _ -_----- COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL - �A.yt- STATE ROUTE 250 ---- -- - - -- 0 -S,,L ._..._ -_�,� E NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM _,^._ t I - -.-~ -`°`- (VAR /ABLE R -O -W) OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER t _ PROPOSED THOROUGHLY OR UNTIL PLANT PIT IS FILLED. � L3e`�° SIGN 20 0 20 40 60 20. LANDSCAPE ORDINANCE REQUIREMENTS: .; °, .w.:.:.: �, >:.y.a v.j �.. u STREET TREES REQUIRED: MEDIUM ROUTED 2 OF Scale 1" - 20 D = D 5 MEDIUM TREES PROVIDED: 6 MEDIUM TREES INTERIOR TREES REQUIRED: 1 MEDIUM OR LARGE TREE PER 10 LANDSCAPING SCHEDULE SPACES = 69 SPACES /10 = 7 LARGE OR MEDIUM SHADE TREES PROVIDED: 9 LARGE OR MEDIUM SHADE TREES PLANTING QUANTITY TYPE NOTES SYMBOL SIZE PLANTING QUANTITY NOTES SYMBOL SIZE PYRAMIDAL EUROPEAN HORNBEAM 177 CARPINUS BETULUS "FASTIGIATA" CB 3.5" MIN CAL 8 SHADE SQ � 9 10 EMERALD GREEN ARBORVITEA � TO 4 -5 30 SQ � C INTERIOR LANDSCAPING REQUIRED: 5% OF PAVED PARKING & VEHICULAR 1rHUJA OCCIDENTALIS EMERALD CIRCULATION = 23,523 SF = N THORNLESS HONEYLOCUST " 424 m PFITZER JUNIPER COMPACTA JC 24" HEIGHT 38 11 0.05(23,523 SF) = 1,176 SF W GLEDITSIA TRIACANTHOS INERMIS & CVS. GT 2.5 MIN CAL 6 SHADE SQ. FT. D JUNIPERUS CHINENSIS "PFITZERIANA" SQ. FT. PROVIDED: 4,664 SF OF INTERIOR LANDSCAPING I- 'EMILY BRUNER' HOLLY * 50 v=i (ILEX CRENATA "HOOGENDORN" IC 24" HEIGHT 74 16 ILEX X ' EMILY BRUNER' IEB 7 -8' HEIGHT 3 MEDIUM TREE SQ. FT IHOOGENDORN HOLLY SO. FT. SCREENING REQUIRED: NONE LITTLELEAF LINDEN TIC 2.5" MIN CAL 3 LARGE TREE 4FT, PLANTING w SYMBOL SIZE QUANTITY B PROVIDED: PLANTING STRIPS ARE PROVIDED TILIA CORDATA MILL. SQ B ALONG PARKING AREAS AND BLDG. "TUSKEGEE" CRAPEMYRTLE 77 8 HIEDERA HELIX HH FLATS 322 0.5 PER SQ FT. DUMPSTER IS SCREENED WITH A LAGERSTROEMIA X "TUSKEGEE" LT 6 -8' TALL 9 SMALL TREE SQ. FT, j BOARD ON BOARD FENCE 0 x PROPOSED CANOPY 7,452 SQ FT 0 TREE CANOPY REQUIRED: 10% OF SITE AREA = 0.10(55,410 SF) PREPARE, SEED AND STRAW ALL LAWN AREAS. EXISTING CANOPY 0 SQ FT .. = 5,541 SF MULCH ALL SHRUB BEDS. (1.25 MULITPLIER 0 SQ FT) ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, PROVIDED: 7,452 SF (SEE LANDSCAPE SCHEDULE MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. TREES AND SHURBS SHALL BE PRUNED A FOR CANOPY COVER AND QUANTITY) *CALCULATED BY USING MAX. WIDTH OF 8' FOR TREE AND FINDING TOTAL CANOPY 7,452 SQ FT MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. A THE AREA UNDER THE TREE. ,�,('�n/ 1 3 4 5 6 7 9 10 1 12 13 14 1� 6 17 18 19 20 21 15AM AND ASSOCIATES INC 3 REFLECTING TOMORROW www.balzer.cc Staunton . New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING- - LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS V,'11,, ; el...-.i ....i..t:s_�t c,..:, .. ..... ---J Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 1. ..540- 248 -3220 FAX 540 - 248 -3221 :t O H of yr �' L +P- o� • r� W eam S. bore , .d Lic. No. 035223 a 'A 12 -09 -2015 'w, kls��, ��v ti O N A L ��Cs cu .0 1--, 5 • •L 'L / 0 c C () - . 4) N Q DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE 1" = 20' REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 10 -02 -2015 12 -09 -2015 . SHEET NO. C10 of 13 JOB NO. S0700006 a a) -E-+ U 0) .0 0 q .CL RT O -C Q (a 20.� , C/) -F-+ C C •. J .=) .0 U W O cu .0 1--, 5 • •L 'L / 0 c C () - . 4) N Q DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07 -26 -2010 SCALE 1" = 20' REVISIONS: 08 -27 -2010 10 -25 -2010 02 -09 -2011 (ARB Final) 04 -08 -2013 07 -15 -2013 08 -31 -2015 10 -02 -2015 12 -09 -2015 . SHEET NO. C10 of 13 JOB NO. S0700006 a WE LINE ©■ M■ E E USE '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 0.0 0.0 0.1 0.1 0.0 '0.0 '0.1 '0.1 ' '0.0 '0.0 '0.1 0.1 0.2 '0.4 0.0 0.0 0� 0.2 0.3 0.5 '0.0 0.0 0.1 '0.1 '0.2 '0.3 0.6 1.0 0.0 •0.0 0.0 '0.0 0.0 0.0 O.o '0.o 'o.o b.o 'o.o Vo 'o.o 0.0 0.0 0.0 '0.1 '0.1 '0.1 0.1 '0.1 '0.1 '0.1 0.1 '0.1 '0.1 '0.1 '0.1 '0.2 '0.2 0.2 '0.2 '0.2 '0.2 0.3 '0.3 '0.3 ' . '0.4 0.4 0.3 l '0.4 ' . .5-_,` 6 . 7' 7 '0.7 0.6 00. 0 9 '1.0 1.1 1:4 - ' '1.3 71. 1 1 i I .4 1.8 / 0 1 17 '1 12 1 •2 ' 0.0 0.0 0.0 0.0 0.0 �\ 0.1 '0.0 0.0 OA '0.1 '0.1 0.0 0.0 '0.0 ' .2 0.1 0.1 0.0 0.0 0.0 0.4 0.2 0.1 0.1 0.1 '0.0 0.0 0.0 0.7 0.4 0.2 '0.1 '0.1 0.1 '0.0 0.0 '0.0 / • 1.1 0.7 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 10. 0.0 0.0 0.1 0.1 3 0.5 0.8 *1.5, . ! �j 53 1.8 1.1 �O.fi 4 2 2 1 1 0 0 0 . / i A", 2.5 :0 1.6 1.8 - 2.1 ., .4 !�a � = 2 �. • 10. 0.0 0.0 0.1 0.2 0.4 .7 1.3 �2. 3 �• �:.4 1.4 0.8 0.5 0.4 0.3 0.2 0.1 1 0 OA 0 �X 5 2.21 1. .8 2.0 2 2.0 2.0 2.7 • • • • / • • . ♦ 10. • 10. ► 10. 10. 10. 10. • • 0 le .0 0.0 0.1 0. % 0.4 1.7 �� 1: 7 0.6 \, 4 0. 2 1 1 1 O. a 0.0 1.6 1.5 2.3 .8 3.0 2.5 2.1:` 2 i . 0.0 0.0 0.1 0.1 /r` 0.2'.. 0.5 0:9 ' ! !- `�\ �1, 9 0.8 \0.5 .3 0.2 0.1 0.1 0.1 �j0.0 0.0 ' 5 19 - =1 16 20 2 38 9 35 28 2 22 20 17 - 'Qa 0.0 0.1 0.1 X0.2 'd.5;: ' '1.0 _ • . r . 0.8 � 0.5 0.2 0.2 0.1 0.1 0.0 0.0 1.4 1.6 1.6 ` 9 3.4 4.9 .6 2.4 2.4 .0 1.9 OA 0.0 0.1 0.1 6.2 ,;' 0. 1.0 r; t ! �. 2. 1.2 0.9�� 0.5 0. - 0.3 0.2" 0.1 0.0 0.0 1.7`' 1.7 *11' .9 2.2 3. 4.1 4. 3 ' 3.7/12 .4,% 2.4 2.4 2.2 2.1 2.3 2.7 5 2 0.0 0.0 0.1 0.1 d. 0.5 1 1 ;. ' / - 2. 1:2, .7 .5 0.4 .3 / 0A . 1.9 2,2 2.0' -.0 2.9 3.6 /14.2 4 0 33.1 7 2. 9 2.3 2:0 ,21 6 %5 �}. \ �:' . OA 0.0 0.0 0�a 0.5 1 !� 10�2 0. ® .7 0.5 / 0. 0.1 0.1 0.0 0.0 9 6 3 1 2 2 1 9 2 • \2.? 2.2 1.8 2. 2.9 3 3 2 2 3. 2 1r� 10. • 0.0 / t0.0 o.o f �; ;� ;,• 1.0 'X 0 7 0. 0.1 0.1 0.0 0.0 / / /\ 1 .6 3 2.1 •2. •2.7 2.8 '2�5 / •2.5 3.3 3 �4A • .5 • .6 •3.0 •2 2 '` 2. 2.1 •1.7 •1.` 2 ! �,` j 'r `, -1:2 0.7 0.3 0.2 0.1 0.0 0.0 zr.2 .1 2.4 ' 2.4 �j2. 2. 8.6 4c 54.2 4.Z% .7 ;1 0.1 0.0 . 0.0 / �,� ! <?> \\ ;� 0 • 0.0 .9 X 0.4 0.2 f1.$.0 `.3 2.3 2. 2. 3.3 /14.8 . 3.8 X3.2 2.1 1:9 1.9._ 2. 2.3/1.5 0. b .2 i:' 0.4 0.2 0.1 0.0 0.0 �' •' �'1 4 1 2.l 2.4 2:3 2.0 2.5 •3.4 • .9�• ✓�2.8 2.2 1. •1.9'' 2. 2. 2,;% • /0.0 / 1 n• :4 1.61 0.7 0.3 0.2 0.1 0.0 0.0 • 1 1 6 2� 1,8 1.9 2.5 3.0 .8 .5 2.1 2.1_ 23 �2 � HH � • / 0, + >-, 2:� 6 y 1. 4 0.6 0. 0.1 0.1 0.0 0.0 2. 2� 2.0 2.1 2 1 2.0 2.1 2.6 // 0.0 �.<� - J 1" - 1.6 1. 0.6 0.4 0.2 0.1 0.1 0.0 0.0 / 3' iJ 2'.5 :2 2.0 2.1 2.7` 2.r ,i. • / / 2 ' '1.3 0.9 0.7 0 0.2 • • • t� 0.0 .0 0.1 0.1 0.0 0.0 �+.r f 1.4 \`2� 1.8 1.92.4 6.F YQ.... 'J `t. 0.9 0. 0 .2 0.1 40.1 OA 0.0 0.0 �\ 1.0 0.6 .4 0.3 0.2 0.1 0.0 0.0 0.0 2 33 d �+~ ~` {/ 1 s i.3 'b.s ,.o o.s 1.0 ', .2 1.1 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 NJ �� ! \` • s' .,;�9 aI' ar 2_•v 4( b %o. / / 6 '0.6 '0.6 0.5 3 0.2 0.1 0.1 '0.1 0.0 0.0 74 1.66'^! 0 6 .2 4 1 ! / S/� �- 0.4 -0. 0.3 0.3 1.3 0.2 0.1 0.1 '0.1 0.0 0.0 4�4 ; o.� ' ; j ' 0.2 0.2 0.2 0.2 0.2 0 1 0.1 a1 0.0 0.0 0.0 \ H �! i f / f0 3 0.1 '0.1 0.1 0.1 '0.1 0.1 '0.1 '0.0 0.0 0.0 �•2.4 . �� b 9 1 / K 3.5 r' Ito •7.h�,'� O>(> 1.6 1.Z b1 bab.e 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 <011 ,94- 0 0 i 4 05 D \ / r • 10. 10. 10. *0 10. • • • _ oo,' 0 0 O.2 0.1 O O O .O O 0.O 0.a 0.0 E 4 \ '0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 0.0 0.0 0.0 f, 0.0 0.0 D 1140 1131 View _1:Plan Rotated 0 Tilted 0 Scale: 1 inch= 24 Ft: Luminaire Schedule Symbol Qty Label I Arrangement I Total Lamp Lumensl LLF I Descrip Lion Filename Description 8 W SINGLE 1 3200 1 1.000 1 143- CF -PLT42 143- CF- PLT42.IES 3.77 7 H3 SINGLE 12600 1.000 112P- H3 -15OMH M2P- H3- 150MH.IES N.A. 2 H5 -2 BACK -BACK 112600 1.000 1 2 @180 M2P- H5 -15OMH M2P- H5- 150MH.IES Calculation Summary Label jCa1cType Units Avg Max Min Avg Min Max Min Description PARKING LOT lIlluminance Fc 2.48 1 4.9 1.3 1.91 3.77 readings taken at grade PERIMETER AREA Illuminance Fc 1.73 1 3.9 0.0 N.A. N.A. readings taken at grade, SPILL Illuminance Fc 0.33 1 2.5 0.0 N.A. N.A. readings taken at grade Object Summary Label Type Description BLDG Polygon -Flat 118 ft. tall ADDL NOTE: TOTAL MAXIMUM LIGHT FIXTURE HEIGHT SHALL BE 24 FEET ABOVE FINISHED GRADE ELVATIONS INCLUDING HEIGHT OF BASE. NOTES: 1) EXACT MOUNTING DETAILS TO BE DETERMINED AT JOBSITE BY OTHERS. 2) CALCULATIONS SHOW THE EFFECT OF SHADOWING CAUSED BY THE BLDG IN THE AREA. 3) READINGS SHOWN ARE INITIAL HORIZONTAL FOOTCANDLES TAKEN AS SHOWN IN CALCULATION SUMMARY 4) FIXTURE ORIENTATION IS SUCH THAT 0 IS TO THE RIGHT OF THE DRAWING AND 90 IS TO THE TOP OF THE DRAWING AS SHOWN. 5) TILT ANGLE I5 THE RAISING AND LOWERING OF THE FIXTURE HEAD. 6) THE LAYOUT DRAWING MUST BE COORDINATED WITH THE SITE LOCATION FOR CORRECT FIX'.TURE ORIENTATION. 7) CHECK GRAPHIC SCALE. DOCU14ENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. ALBEMARLE COUNTY LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS MORE THAN 3000 LUMENS SHALL BE A FULL CUT OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRE ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREA SHALL NOT EXCEED ONE -HALF FOOT- CANDLE. NOTE: LIGHTING FIXTURES AND POLES SHALL BE DARK BRONZE IN COLOR I Yp- 4�' '� F. a 4.. � �i""„ <'� �` '°'•S , .M FYI ''" .l , i {v' 1 r4� , rt b'�,. � � .a' A pr t Vv, F� V :0 .r n 0 � H O H aiaa a z w O H V) I I❑l Irk W O V H M Gry z W H U O H L H a aa4� �G H H x a K Q H � J H H H a I H > r+ 0 o N N a N H H H q H U 0 44 to O r- 0 H U] Cn H im- o G N a °z a, CM F co ev CV CID c C eY C a... L 'C/! CJ O C CID , 'a ea W 0 C5 M C� CC2 N w a I G3 9 E W v a �z ZQ_j =W wWa O ~U� xwf -•m- o oo p: Z W U W d 'WZH� =0= ¢md- t3 LLI �o W�aO ��md -Z2 W §0850 F_C6 C LL = iaaNOZ U�noZ, paw o�a�z .corn- -Z Z = Z2 O H _ �ZUW El_ p,1��o�LLo ~ 0°w j sw yg 7 RZ 0.s ¢Z JQOs ZU Zo�ZWw Q�Q B i�uZF7dm .7LLQ0_ WWO UZ< U (n �'.trZwN F'G w� LL Z� �ZOCnZUZw= O� ZO U =OZs FOI� w~ g< W a- ZUZJ �Q¢U=o wc0��_ Harz{ = °w �ZU9 =5 LU �U) LL lfn OLL =LLZ Z_U? =4 Z0LL CL AND ASSOCIATES INC REFLECTING TOMORROW www.balzer:cc Staunton New River Valley Roanoke ' Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING 8 ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL 6 SOIL SCIENCE WETLAND DELINEATIONS 8 STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 SHEET NO. C1 I of JOB N0. S0700006 W 4_0 n� W U � c>3 cu / O v J (B � O U E.. O � U Q 06 C O DRAWN BY DESIGNED BY CHECKED BY DATE 11-4 -2010 SCALE' AS SHOWN t• REVISIONS: • s 02 -09 -2011- (ARB Final) 07 -15 -2013 08 -31 -2015 SHEET NO. C1 I of JOB N0. S0700006 T L K J H 5 F E Date: Sep 15, 2010 P age 1/1 Transmittal LIGHTING VIRGINIA Lighting Virginia - Central 2. 400 G2 Southlake Blvd. " Richmond VA 23236 BBU Phone: (804) 379 -7777 ,--�- : From: Mary Tipton Project PANTOPS RETAIL SITE 3. Location CHARLOTTESVILLE, VA SELECT FROM STD. COLORS Contact: AWT ATTACHED WE ARE SENDING YOU 0 COPIES OF THE FOLLOWING ITEMS: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information Forward throw reBlector ❑ Plans ® Submittals Matte Black THESE ARE TRANSMITTED FOR: DGN ❑ Prior Approval ❑ Resubmittal for Approval U Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Weathered Bronze Qty Type MFG Part BRM 5 W Architectural Area Lighting M3- CF(PLT42) -XX Q 7 H3 Architectural Area Lighting M2P- H3- 150PSMH -XX Verde Blue 7 H3 POLE NAFCO 5R25E -XX CRT 2 H5 -2 Architectural Area Lighting (2) M2P- H5- 15OPSMH -XX 2 115 -2 POLE NAFCO 5R25E -XX MAL Submitted by Lighting Virginia- entral Catalog Number: Type: rOAM, Job Name: M3- CF(PLT42) -XX LIGHTING PANTOPS RETAIL SITE W VIRGINIA Notes: ,4RNf0Y I LV - CENTRALIMS16 Mitre — M3 page 1 of DATE TYPE Wall Sconce fluorescent larrlp, Specify, wattage. -18 °C min start tern . 2. OPTIONS Updated: 06/2009 ❑ BBU Battery backup powers a compact fluorescent lamp for up to 90 nninutes during a power failure. ,--�- : 70 watt compact fluorescent 120 thru 277 volt ballast. Use GE F700BX lamp, Full cutoff 3. COLOR SELECT FROM STD. COLORS ❑ AWT Arctic White El " 1; }„ :;; `.t:, { ,t: =s: • Forward throw reBlector MTB Matte Black ❑ DGN Dark Green - .._...... .........._. - -. -.. II- b,.::;.' ;;: <: .r,,•:• is <,;. [,,, . Egress a licat(orls ❑ WRZ Weathered Bronze ❑ BRM Metallic Bronze Q Cast aluminum construction Verde Blue t `��iao' {fit'' <u, ,td',i,i i.pi, �•� CRT Molded memory retentive silicone gaskets ❑ MAL Matte Aluminum ❑... MDG ............. ............... ................... ...... . Medium Grey... -...- ........... "b ;•ri. t Antique Green i n resistant Vandal es sta t LGY ........ . ........_ . _.........................Light Grey... ,..._ ............ . ❑ RAUPREMiUM COLOR Provide a RAL 4 digit color number 0 CUSTOM COLOR ... „. „ Please provide a color chip for matching by AAL and does not cover any misapplication or EISA compliant 14249 Artesia Blvd I La Mirada I CA 90638 P 714,994.2700 1 F 714.994.0522 1 aal.net Design patents, Copyright 02009 Rev 06/2009 • IP65 rated • Powder coat finish in 13 standard colors with a polymer primer sealer t�l i i It I r. MI; Submitted by Lighting Virgin ia-Centrat Catalog Number.::: '..: '..'::::.' Type: :...' :. :`,<;••'•�AM,S,. .' Job Name: M3 -CF PLT42 - XX':;...;:;::::' LIGHTING PANTOPS RETAIL SITE ( } ^t VIRGINIA': Notes;..:.. • , ,; ..:... '`eRNe� LV= CENTRAL10 -8816 Mitre -- M3 page 2 of 3 DAT-z TYPO Fixture Options Color 1 2 3 1. FIXTURE G M3 -CF Wall sconce with 120 thru 277 volt electronic ballast for use with a 26, 32, or 42 watt 4 pin compact Fixture finish consists of a five stage pretreatment 265 mm fluorescent larrlp, Specify, wattage. -18 °C min start tern . 2. OPTIONS I W/ CFT42 W. LAMPING ❑ BBU Battery backup powers a compact fluorescent lamp for up to 90 nninutes during a power failure. PL70 70 watt compact fluorescent 120 thru 277 volt ballast. Use GE F700BX lamp, Operating temp O'C_'to -65 °C. 3. COLOR SELECT FROM STD. COLORS ❑ AWT Arctic White El BLK Black ❑ MTB Matte Black ❑ DGN Dark Green - .._...... .........._. - -. -.. X DBZ Dark Bronze ❑ WRZ Weathered Bronze ❑ BRM Metallic Bronze Q „ VBL Verde Blue ❑ CRT Corten ❑ MAL Matte Aluminum ❑... MDG ............. ............... ................... ...... . Medium Grey... -...- ........... 0,,,_. ATG Antique Green ❑ LGY ........ . ........_ . _.........................Light Grey... ,..._ ............ . ❑ RAUPREMiUM COLOR Provide a RAL 4 digit color number 0 CUSTOM COLOR ... „. „ Please provide a color chip for matching - Central . . : : • .. ' '. ,' SubmRiNtte ed b Lighting htin Virgin ia - Central , ` . X -.- Submitted b Lighting Virginia Catalog Number Type:; ::'g um er:Type. Job Name: M3 -GF PLT42 =XX.; • Job Name. M2P- H3- 150PSMH -X PANTOPS RETAIL SIT E LIGHTIN G P ANT OPS RETAIL SITE L IGHTING VIRGINIA: IRGINIA Notes:V ENTRALV LV - CENTRALtO -6$16 Mitre — M3 page 3 of 3 DATE TYPE Specifications T FINISH 10.4 in Fixture finish consists of a five stage pretreatment 265 mm regimen with a polymer primer sealer, oven dry CI-- _M2P- H4.............. _ . off and top coated with a thermoset super TGIC ❑ M2-P 7H5 polyester powder coat finish. The finish shall meet PL70 70 watt compact fluorescent 120 thru 277 volt ballast. Use GE F700BX lamp, the AAMA 605,2 performance specification which ❑ M2PXA -H2 _ _ „_...Type.2 includes passing a 3000 hour salt spray test for O l _ 10 in corrosion resistance, 0M2PXA , ......... (� 255 mm ta,I reflector withextend.ed .arm -- - -- _ - -'- -- - - - - - - -- ❑ M2PXA•H5 EISA COMPLIANCE 70MHEB WEIGHT: 10 ibs AAL is committed to complying with U S, EISA ❑-• •__M2WU- IP:65 requirements, All applicable products manufactured for D ,M2WU -H3 sale in the United States after January 1, 2009, meet EISA 10QMH 150PSMH 100 watt metal halide 120/208/240/2Z7 volt b,911ast. Use me itimi base. ED- 17 la Mp. Pulse start 150 watt metal halide '120/208/240/277 volt ba11ast.,_Use._medium- base,,- -ED -17 lam_ p._.- ., -_ - -. requirements, 150PSMHT6 10.75 in 275 mm CERTIFICATION 15oMHEB The fixture is listed with ETL for outdoor, wet location use, Type 2 horizontal reflector _.- ___ -_-- ......... .__ .......... .............. --- ........ .... ......... UL1598 and Canadian CSA Std. C22.2 No.250, IP =65 HOUSING WARRANTY The fixture shall be one -piece cast 356 aluminum with 70 watt high pressure sodium 120/208/240/277 volt_ballast. U se medium base, ED 17 lamp a minimum wall thickness of .188 inch. The housing Fixture is warranted for three years. Ballast components shall mount over a 3 3/4 inch octagonal wall box. The carry the ballast manufacturer's limited warranty. Any lens is clear DR acrylic, sealed to the housing with a unauthorized return, repair, replacement or modification silicone gasket. The fixture is relarnped by loosening of the Product(s) shall void this warranty. This warranty four captive stainless steel fasteners, applies only to the use of the Product(s) as intended ❑ by AAL and does not cover any misapplication or The optical assembly shall consist of a die formed, misuse of said ProdLICt(S), or installation in hazardous speeular Alzak a' reflector with forward throw optics, or corrosive environme n ts. Co nt a ct A A L fo r, complete The reflector is easily removed for easy access to -the warranty language, exceptions, and limitations,. ballast. VIRGINIA:, The ballast shall be electronic, rated for -18 °C starting Vandal resistant, acrylic lens. Down position only. with a 4 pin, 26, 32 or 42 watt lamp socket. The ballast ". .'.' ,.,.:... Notes. •. .. , :..... :.:: is factory mounted and wired in the housing. ... The fixture is attached with two stainless steel screws to (Lamp wattage not exceed ballast wattage.) -__• -• ---- __..,._.._.___._........____. an adapter ring that mounts to a 3 3/4 inch octagonal QRS wall box. Adapter ring and hardware, are included, - .............._._.. Fixture is available in the down position only. ballast. (Lamp wattage not to exceed ballast wattage.) _. .. -... __ ... _._......... . ....... ....... .... - ❑_ HSS Submitted by Lighting Virginia- entral Catalog Number: Type: TOAMS LIGHTING Job Name: PANTOPS RETAIL SITE M2P- H3- 150PSMH -XX H3 VIRGINIA Notes: AWT Arctic White El DGN Dark Green ❑ LGY LV - CEFNTRAL1n -RR1F Mitre— M2 page 1 of 4 DATE TYPE Medium Scale Updated: 0112010 f s �L w� ,r p•®.,:r lx. �+ a«,. c�.-: �i: �;, zc” aaxx_,, �„ u: :vw«zrc<r- m:.. «.�,�,..,..m..._— 16555 East Gale Ave. I City of Industry I CA 91745 P626.968.5666 I F626,369.2695 I www.aal.net Design patents, Copyright O 2010 Rev 0112010 • Full cutoff reflectors. • Cast aluminum construction. • Molded memory retentive silicone gaskets. • Easy access to the lamp and ballast. • Vandal resistant. • Type 2, 3, 4 and 5 distribution. • EISA compliant • IP65 rated • Powder coat finish in 13 standard colors with a polymer primer sealer Mitre— M2 page 2 of 4 DATE TYPE Fixture Lamp /Ballast Options Color 1 2 3 4 1. FIXTURE POLE MOUNTED ❑ M2P -H2 Type 2 horizontal reflector ❑ M2P -H3 Type 3 horizontal reflector CI-- _M2P- H4.............. _ . Type 4 horizontal reflector ❑ M2-P 7H5 Type 5- horizontal reflector PL70 70 watt compact fluorescent 120 thru 277 volt ballast. Use GE F700BX lamp, POLE MOUNTED WITH EXTENDED ARM ❑ M2PXA -H2 _ _ „_...Type.2 horizontal reflector with extended arm - ........ _. ...__ _ O M2PXA H3„ _ Type 3 horizontal reflector with extended arm 0M2PXA , ......... -4 ta,I reflector withextend.ed .arm -- - -- _ - -'- -- - - - - - - -- ❑ M2PXA•H5 Type.5 horizontal reflector with _extended - arm 70MHEB 70 watt electronic metal halide 120 thru 277 volt ballast. Use medium -base- _ED- 1.7.larnp _ WALL MOUNTED - UPLIGHT ❑-• •__M2WU- H2•._- ______.._________ TV,pe..2hori_zontal re f lector. uptight _,___— __,____,__ D ,M2WU -H3 TYPe -3 horizontal reflectoruplight -,, -, 10QMH 150PSMH 100 watt metal halide 120/208/240/2Z7 volt b,911ast. Use me itimi base. ED- 17 la Mp. Pulse start 150 watt metal halide '120/208/240/277 volt ba11ast.,_Use._medium- base,,- -ED -17 lam_ p._.- ., -_ - -. horizontal 150PSMHT6 Pulse start 150 watt metal halide- 120/208/240!277 volt ballast...Use 312 base 1..6 ceramic MH lamp,_. WALL MOUNTED - DOWNLIGHT 70 TO 150 WATTS 15oMHEB -- 150 watt electronic metal halide 120 or 277 volt ballast. Use medium base ED -17 lamp-- - ----- -- ---- -- --_ -._ Type 2 horizontal reflector _.- ___ -_-- ......... .__ .......... .............. --- ........ .... ......... D M2WD H3 _ Type 3, horizontal reflector downlight 70HPS 70 watt high pressure sodium 120/208/240/277 volt_ballast. U se medium base, ED 17 lamp Type,! horizontal reflector, downlight.,,, 100HPS 100 watt high,pre.ssure sodium_120/ 208 / 240 /277••yolt,_ballast. ..Use, medium base, ED -17 lamp._ WALL MOUNTED WITH EXTENDED ARM - DOWNLIGHT ❑ M2WDXA -H2 Type e 2 horizontal riz ntal reflector do wnli ht with extended arm ....___ .... ..... -_ .. g 0.--- .,.M2WDXA -H3 _- -Type 3 horizontal reflector downlight.with extended arm ❑ M2WDXA -H4 „- .- Type_4 horizontal reflector downlight with- extended arm milled by Lighting Virginia-Central OPTIONS Catalog Number:::'.. ..''. .:,.,:'.,,'.•:,','," "...: 15SMH -XX M2P- H3- 0P Type: M3. f9AMy,. LIGHTING: Job Name: PANTOPS RETAIL SiTE VIRGINIA:, VRL Vandal resistant, acrylic lens. Down position only. C] ". .'.' ,.,.:... Notes. •. .. , :..... :.:: ...... ., ". ... Other options available (Lamp wattage not exceed ballast wattage.) -__• -• ---- __..,._.._.___._........____. O QRS LV.CENTRAL10.:.:... :::'. 8818 Mitre— M2 page 3 of 4 DATE TYPE Fixture Lamp /Ballast Options Color 1 2 3 4 2. LAMP /BALLAST ❑ PL57 57 watt compact fluorescent 120 thru 277 volt ballast. Use GE F570BX lamp. 24" -10° C minimum start temp. D PL70 70 watt compact fluorescent 120 thru 277 volt ballast. Use GE F700BX lamp, Hardware: 18 -8 Stainless Steel -10° C minimum start temp. 'd „ 50MH 50_watt met al „halide 120/277 volt ballast.- Use medium base, ED-1 lamp. ❑ 50MHE8• 50 watt electronic metal halide 120 thru 277 volt ballast, Use medium base ED -17 lamp Ll 70MH 70 watt metal halide muttitap 120/208/240/277 volt ballast Use medium base ED-17 lamp - ___ __ ❑ 70MHEB 70 watt electronic metal halide 120 thru 277 volt ballast. Use medium -base- _ED- 1.7.larnp _ D .70MHT6 by the State of Wisconsin 70 watt metal halide 120/277 volt ballast,_Us,e M G12 base, T -6 Ceram H lamp,__- ___,- „_ „ -_,�„ _ 0 70MHT6EI3 _70 watt_eiectronic metal halide 120_thru 277 volt. ballast_ Use G12 -base, T 6 ceramic MH lamp _ _ _ ❑ 10QMH 150PSMH 100 watt metal halide 120/208/240/2Z7 volt b,911ast. Use me itimi base. ED- 17 la Mp. Pulse start 150 watt metal halide '120/208/240/277 volt ba11ast.,_Use._medium- base,,- -ED -17 lam_ p._.- ., -_ - -. Anodized; Bronze, Black or Satin 150PSMHT6 Pulse start 150 watt metal halide- 120/208/240!277 volt ballast...Use 312 base 1..6 ceramic MH lamp,_. ❑ 15oMHEB -- 150 watt electronic metal halide 120 or 277 volt ballast. Use medium base ED -17 lamp-- - ----- -- ---- -- --_ -._ 0 1- 50MHT6EB 150 watt electronic metal halide 120 or 277 volt ballast,., Use G 12 _base, T- 6,Ceramic_MH lamp•..._ „ O 70HPS 70 watt high pressure sodium 120/208/240/277 volt_ballast. U se medium base, ED 17 lamp ❑ . 100HPS 100 watt high,pre.ssure sodium_120/ 208 / 240 /277••yolt,_ballast. ..Use, medium base, ED -17 lamp._ L7„ 160HPS 150 watt high pressure, sodium 120/208/240/277 volt ballast. Use , medium,base,- ED- 18,lamp, - „•• •,_ V) Al ballasts are factory wired for 277 volts, unless speclfled. Lamps not included. =11' Tenons to your specifications All applicable ba /fasts are EISA compliant. SPECIFY VOLTAGE REQUIRED 3. OPTIONS ❑ - ._ PVW .......... ..._...._........._._....._..-- Arm Divots.20 "with cast aluminum wall plate. Not extended arm, - models. ..._..._ - ... .... ...... Ll . VRL Vandal resistant, acrylic lens. Down position only. C] QL Socket for a T -4 mini -cand halogen lamp, Must be field wired to a separate 120 volt circuit. Other options available (Lamp wattage not exceed ballast wattage.) -__• -• ---- __..,._.._.___._........____. O QRS Quartz restrike controller and socket for a T -4 mini -cand halogen lamp. Not required for electronic - .............._._.. ballast. (Lamp wattage not to exceed ballast wattage.) _. .. -... __ ... _._......... . ....... ....... .... - ❑_ HSS House Side Shield. Factory.lnstalled,-Not forType.5. D 347......._- __- ....._..._ 120/277 /347 volt ballast. --__ -- ._. __. _ ._ ... _ - -' ----------.---•---.__._.__...-------..__ ___.._._..-- --...._.__.._.__... 4. COLOR SELECT FROM STANDARD COLORS 0 . AWT Arctic White El DGN Dark Green ❑ LGY Light Grey ❑ CRT Corten ❑ MAL Matte Aluminum Q-- _BRM......_._.._.__Metallic ❑ MDG Medium Grey .... . DBZ . ....... ........ Dark Bronze... . ❑ ATG Antique Green ❑ ,BLK.... - -- -,- Black. _ ................_.. -- ---...._..... .._....._......._............__ ❑ VBL Verde Blue ❑ .. MTB ..__.........._.Matte. Black . .............. ........ _...._......_.. __ ..._.._....._._..__.... ❑ WRZ Weathered Bronze ❑ - RAL# _ Provide,a RAL 4 -digit color _n.umber__...._..- .- ...._._.... FABRICATED ❑ -_ CUSTOM - COLOR... Please provide, a, color chip for matching_ FOAMS' Job Name: LIGHTING: PANTOPS RETAIL SITE VIRGINIA',: gRNEyy. Mitre— M2 page 4 of 4 Specifications U Catalog Numbers:. ;'. ,' Types M210- H3 -150P, SMH =XX:. ])ALM ` AND ASSOCIATES INC Notes: LV'- CENTRAL70 8818 i l� �E 71' L 'jai DATE TYPE ELECTRICAL 16. 5 in 425 mm The sockets are mogul base, pulse rated porcelain. Fixtures shall have the ballast assembly installed, wired and tested prior to shipment. FINISH - 16 in Fixture finish consists of a five stage pretreatment regimen 405 mm with a polymer rimer sealer, oven dry off and to coated P Y P Y P with a thermoset super TGIC polyester powder coat WEIGHT: 32 lbs finish. The finish shall meet the AAMA 605.2 performance EPA: .90 IP:65 specification which includes passing a 3000 hour salt spray test for corrosion resistance. EISA COMPLIANCE 20.5 in AAL is committed to complying with U.S. EISA 520 mm requirements. All applicable products manufactured for sale in the United States after January 1, 2009, meet EISA HOUSING requirements. The fixture housing shall be a one -piece cast 356 CERTIFICATION aluminum back and integral arm, with a minimum wall The fixture is listed with ETL for outdoor, wet location use, thickness of .188 inch. The housing shall have cast UL1598 and Canadian CSA Std, C22,2 rao.250. IP =65 in place threaded inserts for mounting the electrical components. The door frame shall be cast of 356 WARRANTY aluminum. The door frame shall be attached to the housing with two stainless steel hinges and opened Fixture is warranted for three years. Ballast components by loosening four captive stainless steel fasteners. The carry the ballast manufacturer's limited warranty. Any door frame shall seal to the housing with a molded unauthorized return, repair, replacement or modification memory retentive silicone gasket. The cast arm shall of the Product(s) shall void this warranty. This warranty be contoured to fit a five inch diameter pole. The applies only to the use of the Product(s) as intended wall mounting plate shall be cast aluminum and fully by AAL and does not cover any misapplication or gasketed. misuse of said Product(s), or installation in hazardous or corrosive environments. Contact AAL for complete The lens shall be clear tempered glass, sealed to the warranty language, exceptions, and limitations, cast aluminum door frame with a silicone gasket and held in place with eight clips around the perimeter. The optical assembly shall consist of a housing module with die formed, speeular Alzak°, reflector panels. The reflector module shall be removable for easy access to the ballast. The reflector systems) shall be tested by an independent testing laboratory and classified as IES full cutoff optics. Submitted by Lighting Virginia-Central Catalog Number; Type- Job Name: 5Kt25E- XX: °:`:'•:.;'`.'.'.:';.::.` ';`.`. :'�'. ': LIGHTING" PANTOPS RETAIL SITE VIRGINIA'.. P LE.. RN . .... .,, .... ...: "' -' .: : •:'.',,::. -CENTRALI0.6816'.. 1 ® International y- 5 inch Round Aluminum Light Poles REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley kdanoke Richmond Y Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. L 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 K J H MATERIAL: Extrusions: 6063 -T6 24" Castings: 356 -T6 Hardware: 18 -8 Stainless Steel WELDMENTS: Process: M,i.G. nC W All NAFCO welders are certified U by the State of Wisconsin DRILLED SINGLE AVAILABLE FINISHES. � U) Anodized; Bronze, Black or Satin • Painted PAINTED TO MATCH AAL 0 FIXTURE FINISH '^ OPTIONS: V) =11' Tenons to your specifications CU 9 Removable cap when drilling for arms (U N Duplex outlets "t--+ CU E Vibration Dampeners Other options available by consulting NAFCO 2” x 4” OVAL HANDHOLE AT 16” 0 (GROUND LUG OPPOSITE) DRAWN NOTE: DESIGNED BY 2 PIECE All NAFCO aluminum light poles are age CHECKED BY FABRICATED hardened after welding to restore the 11-4 -2010 Cl SCALE ALUMINUM COVER .: structural integrity of the pole, (STANDARD) i b • r ° NAFCO POLE BASES ARE DESIGNED TO BE IN DIRECT CONTACT WiTH THE CONCRETE FOUNDATIONS. SHOULD A LEVELING NUT BE USED, IT is IMPERATIVE THAT THE SPACE BETWEEN THE BASE AND FOUNDATION BE 0 d v COMPLETELY FILLED WITH GROUT TO PREVENT SEVERE STRUCTURAL a • DAMAGE TO THE POLE. 4 a CONCRETE BASE ,` �• BYOTHERS __,._... ,. ........ ....... ........_..,.,,� ..,.....,.,.,,. '� Y �+ � �`��' .jt : '�.' r,: ! �i.k. .., 't 1Fia.. .... :. Yet: ;n.f,,'1 • r�' , „ REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley kdanoke Richmond Y Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. L 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 K J H nC W U � U) • 0 '^ V) =11' r CU 9 -ice (U N "t--+ CU E 0 E W 0 DRAWN BY DESIGNED BY CHECKED BY DATE 11-4 -2010 Cl SCALE NA REVISIONS: 02 -09 -2011 (ARB Final) 07 -15 -2013 BI 08 -31 -2015 SHEET NO. A C12 of JOB NO. 50700006 i� REFLECTING TOMORROW wwW.balzer.cc Staunton ; New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING Z N N 8 0 I G LANDSCAPE ARCHITECTURE LANDSURVEYING } 4RCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS 8 STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 U 1 11 1 12 1 13 14 1 15 1 16 17 18 1 19 1 ,U Lighting Virginia-Central Catalog Number., Yp e• • . Submitte d d b Lighting Vir inia -Ce Virginia-Central ata o g um er:. Yp e Su bmitted b Li hti n Virgin Type..,. Catala Number Submitted miff e d b Li htin Virginia-Central tral Catalog Number. ' e: s . . L .. r o A M Job Na me: S -XX u cHTINC Job Name: 2 M2 - H5 - 150P MH -XX � PANTOPS RETAIL SITE Job Name: 2 M2P H5 -150P S MH -XX ucHTiNc PANTOPS RETAIL SITE H5 2 Job Name: E -XR25E X LIGHTING . „T J I I G P H!i POLE VIRGINIA Notes. Notes . . . . . . ,...., . ... . ., ... , LV CENTRAL10.8816 , . ... V1RG : s . N0 4 VIRGINIA tes: ., ., No� '/n� VJ RNE V CE TRAU.O.8816 , , . ... U ) _N o tVCENTRA L10 -6816. L C: ENTRAI_i6w8816 N O 0 U` r U a) O 5 inch Round Aluminum Light O 0 5 inch Round Aluminum Light U :� Poles Mitre -- M2 page 2 of 4 DATE TYPE Mitre - M2 page 4 of 4 DATE TYPE Poles Fixture Lamp /Ballast Options Color Specifications 0: DRAWN BY DESIGNED BY CHECKED BY DATE 11-4- 20-10 SCALE -NA 1 1, FIXTURE 2 3 4 ELECTRICAL 16. 5 in N "411 COVOt. 6" X 110"' l SO. .. " �•ii(t iGirtrle;, . 9�t'" .. POLE MOUNTED 425 mm The sockets are mogul base, pulse rated porcelain. t assembly installed, Fixtures shall have the baAas mbl lnst d, wired Y 13"-a covey: 1 soft iiicllir; N 0616 r�I�Clitarl; .. 1�x�° ... ,.. ❑ and tested prior to shipment. .. flat! �rj�tCt Bi t! i1713h: Neat »Dipp d. aal�i feiz+ d. M2P -H2 , _ - -, YP- -,. , . ,.re.fl -• T e 2, horizontal reflector FINISH �,, . itlt of e i 8t?lt. t'= "sh: .� •[dip d G 'fVt't1i �t�d 9t'F, . ❑ M2P- H3__._._..........- TYPe 3_horizontal reflector .. -_._ ... _ - . _... .. . ❑ M2P -H4 .....- _. -..... _ 4 horizontal reflector _ _Type . _........ ....._...__ ..._ _ _ _ _ _ ............. 16 in 16 Fixture finish consists of a five stage pretreatment regimen . �' O _ M2RH5 _ Type 5 horizontal reflector TWIN ASSEMBLY 405 mm with a polymer primer sealer, oven dry oft and top coated • s b ' `, tad , . � •"i• .. ; t r ,< f .;' r •; � ` ri ;}- ,r ._' 1+> � ❑ POLE MOUNTED WITH EXTENDED ARM M2PXA H2 T e 2 horizontal reflector with extended arm with a thermoset super TGIC polyester powder coat WEIGHT: 32 ibs finish, The finish shall meet the AAMA 605.2 performance p � specification which includes passing a 3000 hour salt EPA; iP. 6� P p g,�; ;i x, x . � }" „ � %N, °� '' � . ,: • � „,� ,'�•' M ., ,�-v, U «� + P } •/r5 31!I Ci�4'�i�,'�. ��.t� .d`+57�,r .......... ... -._. - ._.. - --._ Yp .. -_... .. ..__.. ._.._ ... .. .90 for F' �e.e "y»r.. � ' i.,t :. t"a "':r. ;:., itt��°' M ,rr» ' -; -•_�. ��•w ' r,� ' •' k °!9 ,r:T. t;r. tck.. r; 5 �i t, ; : I ❑ M2PXA H3 T e 3 horizontal reflector with extended arm Yp.- ._..._ -. -. ...._- ......._._... _ ........... ................. ..._..._.._._ -..... - _._...._...........-... ........__..........- ._......__ spray test corrosion resistance. .'+ifL�:,�':nT'ar' ,.ot «�i. .�;.%inY�.",:ASw.c , ,.. .:,'rr#>��� s,. d' r .. r , . �„ . ,; -, .. '. tt .t„«f IV 9t1, a � �.3 W,3 1. 7 V f.� 66, 53 !fir. ertr '!s' 1; rx " ->' °, „ .s'a :t`' ';•z' 1 t' ?. ❑ M2PXA H4 _..._._..._ ...... .-- T e 4 horizontal reflector with extended arm .................._- ._...... _. YP....._._. -. . -- .. ... fle- -. vvi--.._..._end _- ....._.._.........._.._._ -.. EISA COMPLIANCE tr`'it >>„ ts;''.' t = "i'�:`f s:9 -s,.i< .. a• e t if t =a x 'wjrjr r f. t, cr x; tx, u 24 ❑ ._...._ M2PXA -H5 ... ... . ... .. ... ........... Type 5,tiorizontal reflector with extended -army . .. ...... ... _ __......._.......__ ................ 2 0.5 in AAL is committed to complying with U.S. EISA 520 mm , rx '�f Irby:,- t' ' 1;:aixtt+•ac CUTTO FT WALL MOUNTED - UPLIGHT requirements. All applicable products manufactured for q PP • P All LTL shipped NAFCO 5" poles are, wrapped in double wall 275# test corrugate for protection in shipment, O M2WU -H2 Type._2 horizontal uptight_••__ sale In the United States after January , 2009, meet EISA rY All LTL shipped NAFCO 5" poles are wrapped in double wall 275# test corrugate fo p election In shipment. r r Variations in mounting heights listed are available. - - -" ❑ -' -- ---- '- '- '- -'— M2WU -H3 '"'-- �- •• - - -' -- - - _reflector - -..., Type,3 horizontal reflector - uptight „., „_._,_ , . .. _........ HOUSING requirements. Variations in mounting heights listed are available. DRILLED SINGLE _ ❑ ,...._..._........_....... M2WU -H4 - •Type 4_horizontal reflector uptight_- _•_.•,__. -_ •. The fixture housing shall be a one -piece cast 356 CERTIFICATION DRILLED 2 @ 180 DEG. L aluminum back and integral arm, with a minimum wall The fixture is listed with ETL for outdoor, wet location use, PAINTED TO MATCH AAL L PAINTED TO MATCH AAL FIXTURE FINISH WALL MOUNTED - DOWNLIGHT 70 TO 150 WATTS thickness of .188 inch. The housing shall have cast g UL1598 and Canadian CSA Std. C22,2 N0,250. IP =65 in place threaded inserts for mounting the electrical FIXTURE FINISH 0._-- M2WD- H2-_.-.._...---.-_----..... refl ector components, The door frame shall be cast of 356 WARRANTY POLE CUT TO 21' FOR MTG. Submitted by Lt htin Vir inia - Central Catalog Number: Type: ❑ M2WD -H3 ........_.- ..TY[2e_2horizontal, _downli_ght-------- __- ..__.. _----- ._._.__._ -. -. --- •__- ._._._.........---- .__ - -' - -- - -- - - - � -� - - ., -__,, „Type -3 horizontal reflector downlight _ aluminum. The door frame shall be attached to the housing with two stainless steel hinges and opened Fixture is warranted for three years. Ballast Components 3' CONCR. BASE - TO ON -TOTAL MTG. HGT. OF 24' T•AM� Job Name: (2) M2P- H5- 150PSMH -XX LIGHTING PANTOPS RETAIL SITE H5-2 O M2WD -H4 _ ........... . .........._..__....._... Type 4 horizontal reflector downlight.,,,_, , , _ ....... _.,., ......- ......_..- ._....... b loosenin four ca live stainless steel fasteners. The carry the ballast manufacturer's limited warranty. Any Y 9 P VIRGINIA Notes: AgRNE�y door frame shall seat to the housing with a molded unauthorized return, repair, replacement or modification LV- CENTRALIM818 WALL MOUNTED WITH EXTENDED ARM - DOWNLIGHT of the Products shall void this warrant This warrant memory retentive silicone gasket. The cast arm shall ) Y• Y be contoured to fit a five inch diameter pole. The applies only to the use of the Product(s) as intended K Q.---- ,M2WDXA.H2 ,,, _.__ -- _.Type 2 horizontal reflector downlight with extended - arm wall mounting plate shalt be cast aluminum and fully by AAL and does not cover any misapplication or K Mitre- M2 page 1 of 4 DATE TYae 0., - -. M2WDXA.H3•_• __- Type.3 horizontal reflector-downhght with extended arm r gasketed. misuse of said Product(s), or installation in hazardous ' ❑ M2WDXA H4 Type 4 horizontal reflector downllghtwith,extended.arm o corrosive e r environments. n complete o ments Contact AAL for Medium Scale „ ,- - - The lens shall be clear tempered glass, sealed to the warranty language, exceptions, and limitations. Updated: 01/2010 2 FIXTURES @ 180 DEG. cast aluminum door frame with a silicone gasket and Submitted b Lighting Virginia- entral Catalog Number;:.',” Type: held in place with eight clips around the perimeter. • Full cutoff reflectors. . LIGHTING Job Name: (2) M2P- H5- 150F'SMH -XX :..' .::.:::;::; '.:..: : . PANTOPS RETAIL SITE ;•'.'.. H5 2 The optical assembly shall consist of a housing module • Cast aluminum construction. Y ,} `9VIRGINIA RNE . Notes: ..:: '” .' ;' ..', .,.,, ::: ?i : ` `.::.'.;' : ' with die formed, specular Alzakaa reflector panels. The Lv- CiENTRALMIJ816 , • . reflector module shall be removable for easy access to • Molded memory retentive silicone gaskets. h, • Easy access to the lamp and ballast. `' the ballast. The reflector system(s) shall be tested by an independent testing laboratory and classified as IES full J e "':' •, `; "'T "' �,t. ?,,�'•�'! '"qty ?:.'�:�.�� • Vandal resistant. Mitre— M2 page 3 of 4 DATE TYPE cutoff optics. Type 2, 3. 4 and 5i distribution. Submitted by Li htin Vir inia - Central Catalog Number:' :::... . ...: ..:.::.'......::;.:`'. TYpe :..';;::: '.::. ,:. .;.... (} Fixture lam /Ballast Options Color p p .:.,..: Job Name: SP25E-XX' ..'..''::.'. :.:.: •.....'..:;..... LIGHTING PANTOPS RETAIL SITE H5 POLE • EISA compliant 1 2 3 4 -2 ". VIRGINIA' Notes - . LA • IP65 rated 2. LAMP /BALLAST °RNE`4'' :,.: :::..'..'.:. iv- cENTaALiaasl6 .:....:i: 1 Powder coat finish in 13 standard colors with a �, >wwsa polymer primer sealer O PL57 57 watt compact fluorescent 120 thru 277 volt ballast. Use GE F570BX lamp. -10" C minimum start temp. International ❑ PL70 70 watt compact fluorescent 120 thrU 277 volt ballast. Use GE F700BX lamp. E - •3 5 inc Round Aluminum g t Poles i I` -10° C minimum start ten 50 watt metal halide 120/277 volt ballast. Use medium base, ED -,17 lamp. ❑, 5OMHEB.,,_.,, . 50 watt electronicm , etal halide 120 thru, 277 volt ballast .Use medium base,,ED,i7,lamp „_ . •_. - °' - a '. rI r s ^n, :. ''r*,. ' � ��.�- �.'w�. ❑ ❑ ❑ 70MHEB 70MHT6 70MHT6E8 ...._... 70 watt metal halide multitap 120/208/240/277 volt ballast. Use medium base, ED -17 lamip 70 watt electronic metal halide 120 thru 277 volt ballast. Use medium base, ED -17 lam 70 watt metal halide 120/277 volt ballast. Use G12 base, T -6 ceramic MH lamp. 70 watt electronic metal halide 120 ihru 277 volt ballast. Use G12 base, T 6 ceramic MH lamp!, - _ ..... ......... volt - T - - - -- MATERIAL.- - 6 Extrusions: 6063 T H + O 150PSMH Pulse start 150 watt metal halide 120/208/240/277. volt ballast, Use medium base, ED 17 lamp,..._.._ Castings: 356 -T6 z1 - _ Hardware: 18 -8 Stainless Steel w 1 +-.', 150PSMHT6_ _ Pulse start 150_watt metal halide 120/2Q812 4 0 /2 7 7 volt - ballast. UseG12 base, T -6 ceramilc_MH iamp..- halide ballast. Use base, 17 lam WELDMENTS; 0 150MHE6 150 watt electronic metal 120 or 277 volt medium ..._ .... _ _ e, . _p._. . ED r fay - >” ;, : w;, •. '. - . ri ❑__, 150MHT6EB 150 watt electronic metal halide 120 or 277 volt ballast. Use G12 base T -6 ceramic MH Ilan P: - -- '- Process: M.I.G. A; ,: +„• 70HPS .. . -. watt, high pressure, sodium 120/208/240/277 volt ballast, Use medium base,, ED- 17lannp,-._. All NAFCO welders are certified �f -, ”" ay, •. z.. y.i ..' ",� u. ";:, 4• �"+o :• r n .: ;; " ;;;,:,,. ► i(ttt • ,,. ;,:,•.,: ! X13' {. '1” ❑ ❑ , ,,..., 100HPS 150HPS „70 „- - 100 watt high „pressure sodium.120/ 208 /240/277, volt ballast „Use medium base. _ED- ,1.7,lamp.,_•„ 150 watt hi h pressure sodium 120/208/240/277 volt ballast. Use medium base ED -18 lamp. 9........ _. _. _....._... ;.... _,........ -.,.. b the State of Wisconsin Y DRILLEDFOR2FfXT AT 180 DEGREES G k”, .;. - ,.rt,; { ,. 'w �;r. •,:+ r i r f' . :'°Y h,t firtYy:; ±: _ 4 ++ '• "�� " "' ': All ballasts are factory wired for 277 volts, unless specified. Lamps not included. AVAILABLE FINISHES: Anodized; Bronze, Black or Satin +.,.',. d tt? " r F r� • i;' I r•. �' r� -, �- rti r , t r 3. OPTIONS All applicable ballasts are EISA compliant. SPECIFY VOLTAGE REQUIRED P aimed PAINTED TO MATCH AAL FIXTURE FINISH G O %, �1 , ,. ,..,,,•. r :r :, +� CL. PVW.... pivots 20'with_cast aiuminum_wall late, Not for extended arm models_ p p OPT! ' ` a•`" °' .Arm .... - ......._.._....... Tenons to your specifications ;.;.as • .::; .._ , . ,, .. ; ., . ,. +� .., Y 1, , ,: t ., it �;iii', ': '�K' `a3' :' l',it,.. ' , rte:. ?' „' : ' 7 ' t �� ' ' , ,, , ,.;,' . ; : `` I j -...... ❑ VRL, . _,_ , . QL Vandal resistant. acrylic lens Down position only. -. - ................. .... . .. ... ,._ ......... -..., ... Socket For a T -4 mini -cand halogen lamp. Must be 'field wired to a separate 120 volt circukit. Removable cap rig f when drill) or arms :'{ )t :$ r, « • t r .� „ 1 •„ ,t ,'t, »..�J ,. ''' ; ! ,,, t, }, . t,i'_�' �•il (x 'r t „ =qt�t jt N'" #' , T-3 1.4 ,.!t r) '�' __ ❑ ... QRS lla e. Lam walla e not to exceed ba st watta ( P 9 9 Quartz restrike controller and socket for a T -4 mini -cand halogen lamp. Not required for electronic Duplex outlets Vibration Dampeners w�'; - i t.�ii•^ ,8,- i 9 1... : ... ::. . ', ; . �� Z.• : r.1.� , �� �Ilt t�r., r, i „s +_ •• l ?! !,at,. i . 'ra i t W <, _....- ❑ _ ..... ... ... ... ......_........__.. HSS ballast. (Lamp not to exceed ballast wattage.) ........ .... .... _.. - - ........... House Side Shield. Facto Installed. Not for Type 5. rY. Other options available ,�.' s,. . wt I ,..:a s tl, ,,..,,. „,:,.,,";,•�r::�., ., ;, - - - -- - - - - - -_ _ _.......__._........ _... .... ... .- ._.__..........._ -_ -- - ---..._._._ ......... .... _ .._.....__......- _.--- __- - -' - -- b consulting NAFCO Y 9 347 120/277/347 volt ballast. - - --. - _ 4” OVAL 2" x AL F - ryittµr•u,tr;- as;d++'Faeta�r,rFC - zm;�'yK *., xp,.,.,,;., .,,._...,I:7� EISA `xtu 't 4. COLOR SELECT FROM STANDARD COLORS HANDHOLE AT 16" GROUND LUG Ixtura i es ❑ AWT Arctic White ❑ DGN Dark Green Architectural Area Lighting ❑ LGY „ Light Grey ❑ CRT Cotten OPPOSI .• TE) •rchiteCturel EFFICIENT 16555 East Gale Ave. I City of Industry I CA 91745 EFFECTIVE P626.968,5666 I F626.369.2695 I www.eal.net area8ghting ECO- FRIENDLr - -° - - -- ' . . ❑ ❑ _ .. MAL MDG .. ... .. ... Matte Aluminum 0....BRM, -__ .,- MeialiicBronze,,,,,,,,,,,,,,,,_,,, ,.,,_..,_,,,- _,.,-- ,.,,- . -._, -, Medium Grey DBZ,_. Dark Bronze Y NOTE: NAFCO light -. ,.... - - -. -... _. . _ ....... ... " 2 PIECE All aluminum g poles are age O ...... . ATG .... ........ ..................... Antique Green ❑ BILK Black .......... ... _...._...- .....- ...- .__... hardened after welding to restore the FABRICATED ❑ VBL Verde Blue O . MTB . ....__.. .Matte Black-_____ ..... . .. . .._ ... ....... ........ ..._....... .... _. structural integrity of the pole. ALUMINUM COVER 9 Y P E ❑ WRZ Weathered Bronze L3. RAL #. -_ _ - -, a RAL 4 digit color..number ...... . .. . .. ....._. - -.._ ( ) ❑ - CUSTOM COLOR Please provide, -a, color chip forr matching- / E I NAFCO POLE BASES ARE DESIGNED TO BE iN DiRECT CONTACT WITH THE r t! r< m G e CONCRETE FOUNDATIONS. SHOULD A LEVELING NUT BE USED, IT Is • IMPERATIVE THAT THE SPACE BETWEEN THE BASE AND FOUNDATION BE 4 a w • COMPLETELY FILLED WITH GROUT TO PREVENT SEVERE STRUCTURAL 4 DAMAGE TO THE POLE. D • CONCRETE BASE ' "• D v 4 BY OTHERS C C B B A A 1 1 2 11 3 4 1 5 1 6 1 7 8 9 1 10 11 _ 12 13 1 14 1 15 1 16 17 1 18 1 19 1 20 21 i� REFLECTING TOMORROW wwW.balzer.cc Staunton ; New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING Z N N 8 0 I G LANDSCAPE ARCHITECTURE LANDSURVEYING } 4RCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS 8 STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 REVISIONS: 07 -15 -2013 08 -31 -2015 SHEET NO. C13 of 13. JOB NO. 50700006 W n� W U CL CL 0 '/n� VJ U ) _N o �+ / N O U` r U a) O 0 U :� Q 06 0 DRAWN BY DESIGNED BY CHECKED BY DATE 11-4- 20-10 SCALE -NA REVISIONS: 07 -15 -2013 08 -31 -2015 SHEET NO. C13 of 13. JOB NO. 50700006