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Home My WebLink AboutSDP200800006 Plan - Revision Letter of Revision 3 2021-01-19Approximate Crash Gate Locations - Monticello Loop Road TMP 78-22 ZStrongArmm(M30/M50) ;;Myoecudty, a Nice group company StrongArm M30 Crash certified to ASTM nnao F2656-07 M30-P1* stops a 15,000 lb (6.8 metric tons) truck traveling 30 mph (48 km/h). Penetrated less than 1 meter. StrongArm M50 Crash certified to ASTM mso F2656-07 M50-P2* stops a 15,000 lb (6.8 metric tons) truck traveling 50 mph (80 km/h). Penetrated less than 1.2 meters. ®StrongArm M30 NP/M50 NP (No -power) models defend high security sites that do not have power. C [ International certification models (CE) available UPS Backup option — AC Power Supply uvs with Hylnverter AC** ® Patented dual arm design prevents a large truck or a small passenger vehicle from breaching the security perimeter. ()) Real time system security alerts I 2 Elea w .hysecurity.com•800-321-9947 Fast arm speed, 6-8 seconds, reduces traffic backup by minimizing 70 gate open time. Full 90° opening prevents tall 90, vehicles from clipping arm Field programmable to specific site requirements Monitored photo eye stops arm when O obstructed for enhanced safety Shallow M30 mount 24 inch foundation depth reduces installation time and worries about utilities, water table, and other site concerns. Extreme temperature range 4� 5-year warranty YEAR * P1 rated for 12 ft clear opening —For 208/230VAC, single-phase AC operators w .hysecurity.com • 800-321-9947 3 StrongArm M30 StrongArm M50 StrongArm M30 NP StrongArm M50 NP StrongArm® M30/M50 models Model StrongArm M30 StrongArm M50 StrongArm M30 NP StrongArm M50 NP Crash Certified ASTM F2656-07 M30-P1' ASTM F2656-07 M50-P2' ASTM F2656-07 M30-P7' ASTM F2656-07 M50-P2' Duty Cycle 100 cycles/hr"', option for continuous duty Manually operatetl Manually operated Horsepower 2 hp — Drive Hydraulic — Open/Close Time 6 to 8 seconds depending on arm length Open time: approx. 1 to 3 minutes depending on am Close time: approx. 15 to 25 seconds depending on a" Emergency Fast Operate Time 5 to 7 seconds depending on arm length — Clear Opening 12 to 24 fl in 2 ft increments (366 to 732 cm in 61 cm increments) 12 to 24 ft in 2 ft increments (366 to 732 cm in 61 cm increments) Call for custom arm length Call for custom arm length Full Open Angle go, Adjustable 88G t 20 Ingress Protection IP56 IP56 Temperature Rating 40° to 158° F (400 to 70° C) or -10" to 158" F (-23° to 70° C) using 40° to 1 W F (40° to 70° C) biodegradable fluid or-10' to 158" F (-23° to 70° C) using biodegradable fluid 1 Phase Power 208/230V, 60/50 Hz 20A — 3 Phase Power 20aQ30V, 60150 Hz, 380/460V, 60/50 Hz — Communlcation RS-232, RS-485, Ethemet/flber using optional HyNet' Gateway accessory — User Controls Smart Touch Controller with 70+configurable options. — Smart Touch keypad and display or a PC using S.T.A.R.T. software. Relays Three configurable user relays: one 30VDC, 3A solid state and two 250VAC, — 10A electromechanical; Optional Hy8RelayTM for 8 additional relay outputs Finish Hot dipped galvanized standard. Optional textured yellow powder coat over Hot dipped galvanized standard. zinc plating. Optional textured yellow powder coat over zinc plating. Shallow mount: 6 x 6 x 2 it (183 x Shallow mount: 6 x 6 x 2 ft (183 x 183 183 x 61 cm), 4,000 psi concrete x 61 cm), 4,000 psi concrete or (CO + g 6x6x4 ft(183x 183x 122 cm) or (CO + 8 ft) x 6 x 1 ft ((CO +244 6x6 x4ft (183x 183x 122 cm) Foundation ft)x6x1 it((CO+244 cm) x 183 x 30.5 4,000 psi concrete, #6 rebar, an) x 183 x 30.5 cm), 5,000 psi 4,000 psi concrete, 06 rebar, cm), 5,000 psi concrete. Deep mount: 4 grade 60 concrete. grade 60 x 4 x 4 If(122 x 122 x 122 cm) 4,000 psi Deep mount: 4 x 4 x 4 it(122 x 122 concrete. #5 rebar, grade 60. x 122 cm) 4,000 psi concrete. #5 rebar, grade 60. Electrical Certification Control panel certified to UL 508A by ETL I — Warranty 5 year w/product registration 1 5 year w/product registration UPS Battery Backup Power*** AC Power Supply with StrongArm M30 StrongArm M50 Hylnverter AC"` AC Power Supply with AC Power Supply wfth — XylmerterAC Xylmrerter AC Additional Model CE Certification StrongArm M30 CE StrongArm M50 CE — P1 and P2 rated for 12 It clear opening. StrongArm M50 received a P2 rating with penetration limited to 1.17 m. Contact HySewrfty to receive a copy of the ASTM F2656-07 M30 or M50 Test Certification. FxtremeCycle option available 208/230VAC, single-phase AC operators only. See AC Power Supply with HylnverterAC for more information. The operator's normal duty cycle and the actual number of arm cycles available from battery depends upon arm length/weight, battery size, stale of charge and health, ambient temperature, accessory power draw and frequency of arm cycles during power outage Patented dual arm design U.S. Pat. No. 9,822,601 62 ®� www.hysecurity.com• 800-321-9947 User Safety is not optional Many user safety devices are standard equipment on the StrongArm M30 and M50, reducing possibility of injury and end user liability. TRAFFIC SIGNAL warns traffic with stop and go signals and advances vehicles once the arm is in the full upright position. Signal is adjustable to face either direction, or mountable on either post. Optional second traffic signal for 2-way traffic. KEY LOCKED PIVOT POST COVERS protect against vandalism or unauthorized system modifications that could render the crash barrier unsafe or inoperable. Public side PIVOT POST GUARD covers area with moving parts to help protect personnel from injury or entrapment. BRIGHT LED ARM LIGHTING boosts visibility and inhibits accidental impact. HYDRAULIC CYLINDER COVERS reduces the potential for entrapment and personal injury. ADDITIONAL SAFETY FEATURES Upto 24ft V.32 m) arms. MONITORED' PHOTO EYE Wired or wireless Transmitter in Pivot 'Operator is disabled if Receiver in Photo Eye is inoperative. Catch Post MONITORED PHOTO EYE helps protect a vehicle and avoid personal injury or death by stopping the M30 Arm. Optional 2nd photo eye available. See Inset. PASSENGER VEHICLE ARM bumper height height protects unauthorized passenger vehicles from passing underneath the upper arm which could potentially cause severe injury, or allow an explosive laden passenger vehicle to pass under the top arm. Secure side BUZZER Standard equipment in all HySecurity products, the WARN BEFORE BUZZER provides a loud 100clB audible beep in short continuous bursts 3 seconds prior to the barrier moving open or close and all the while the barrier arm is in motion. HySB Using Hy5B vehicle detectors eliminates the possibility of loop crosstalk since each loop is assigned its own frequency range. False close signals due to crosstalk are never an issue. ENTRAPMENT SHIELD drastically reduces the possibility of personal injury or death by limiting entrapment zone. CATCH JAWS SECURE the barrier arm in the event of a vehicular penetration attempt. I LOCKS Arm securely locks hydraulically StrongArm M50, shown in optional Safety Yellow, pictured ADDITIONAL SECURITY FEATURES NO EXTERNAL LIMIT SWITCHES or resetting the limits after power loss. The hydraulic cylinder incorporates magnetic sensors, alleviating the need for vulnerable external limit switches or recalibration. REMOTE OPERATOR PANEL operates the crash barrier from a secure location keeping area personnel out of harm's way. MAG LOCK option available. UPS BACKUP Optional 230V AC Power Supply with Hylnverter' AC provides UPS battery backup for 208/230VAC, single-phase AC gate operators. Retain full functionality during an AC power outage. www.hysecurity.com • 800-321-9947 �� Proven Highest Reliability Drive ■ HySecurity operators thrive for decades with minimal maintenance. We've manufactured hydraulic industrial and crash gate operators since 1980, many of which secure high security ACPs. ■ Variable flow hydraulic system generates optimized barrier arm motion, enabling high speed, ultra smooth operation which prevents bounce or excessive wear on components. ■ Double acting hydraulic system opens barrier arm to full 90'vertical and allows hydraulic locking in closed position which eliminates the need for external locking devices. ■ Simple, compact hydraulic system contains only one gallon of high performance hydraulic fluid. Biodegradable fluid available upon request. ■ Extreme temperature range: -40'to 158' F (-40' to 70n C) or -10' to 158° F (-23° to 70' C) using biodegradable fluid. Proven Integrated, intelligent Controls ■ As the most reliable microprocessor -based control board in the industry, the Smart Touch Controller supplies extensive features, plus RS-485 command and control interfacing for networking systems. ■ Smart Touch Control gives you seamless synchronization with all HySecurity operators for dual gate, sally port or sequenced gate applications. ■ Over 10 years of proven field reliability communicating alerts, status, faults, and security breach conditions. ■ Smart Touch Controller and keypad are conveniently and securely mounted inside the operator. ■ Integrated encoder provides precise arm positioning and enables precise motion control eliminating the vulnerability of exposed mechanical limit switches. ■ Connect to a laptop using HySecurity's Smart Touch Analyze and Retrieve Tool (S.TA.R.T.) computer interface to upload the latest operator software, download fault logs, generate diagnostics, and program the operator. ■ Communications protocol smooths out power spikes and reduces field calls. Smart Touch Controller Keypad ou D Display P,ugrammol Furceom OWoUng Funtiom Smart Touch Controller Free �e IOOP NyS6 Vehicle Deteetme (w to A) plug nto loop ....a.er eemer 6 ®0 w .hysecurity.com e 800-321-9947 Simple, Low Cost Installation ■ Plate mount design allows foundation construction independent of equipment installation. ■ Self contained controls and hydraulics reduce the need for expensive and time consuming trenching of hydraulic hose and wiring to a remote control panel. ■ Ultra rugged hot dipped galvanized steel for optimal corrosion protection. Available option: Durable "Signal Yellow" polyester powder coat over zinc plate for an enduring, attractive finish. ■ Shallow M30 mount 12 or 24 inch foundation depth reduces installation time and worries about utilities, water table, and other site concerns. Standard benefits • Ultra reliable hydraulics and controls • Extremely low maintenance • Dual arm design • Highly visible LED lighting across entire length of upper arm • Traffic signal • Supervised photo eye • Emergency Fast Close • Hand pump for manual operation • Integrated encoder provides precise arm positioning • NEMA 3R all weather enclosure with superior hot dipped galvanized anti -corrosion finish • Arm securely locks hydraulically • Wide temperature range fluid standard. No heater necessary Optional Benefits • Hy5BTM vehicle detectors (plug-in) • HyNetTm Gateway accessory • Biodegradable, non -toxic fluid • Heater, recommended for biodegradable, non -toxic fluid in cold climates • Main and remote operator panels • Mag lock for additional security • Custom color paint • Up to four traffic signals for bi-directional traffic • Uninterruptible Power Supply (UPS) for many cycles after AC power loss* *Single-phase AC gate operator � M �Mar 12fl10 20fl� fiS mN]32 m) ;(. r� fl m)�4 4, OP cvncre,e (minlmumJ lar2XCeP / sWOPs1—cm,e(minimum)1or 1fteM.(CO.$1gx6x1fl((CO+2 m)x1X3x3X5=) StrongArm M30 operator, barrier arm, and foundation dimensions StrongArm M50 operator, barrier arm, and foundation dimensions ,, CIea�OGeni,g �, 1 t2nm112om) ( •fl °4 (1. 232fl(6cm)l (135 un) / C,L 15fl 1 l / ue.sewmsm / �Ji�8flv8fl1, 33 an:,fll ,in,—� ♦,000v$I mnvele(mmrtum)1o,2 n E t, 2fl(61 rn) 5,W P$1 aver e(mnimm)for 1 ft ryh(CO t$ fl) x 8 x 1 fl((CO itµ M) x 1 W x 305 M) StrongArm M30 NP (Manual Operation) operator, barrier arm, and foundation dimensions System Design Support: Contact Nice/HySecurity for help with custom site requirements, CAD drawings, tech manuals or other specifications support. w .hysecuritycom • 800-321-9947 ®� MADE S��7 7 r� Contact HySecurity for an operator/parts distributor near you. *IN THE* «iii � UL t® phone 253-867-3700 1 800-321-9947 USA a Nice group company hysecurity.com I sales@hysecurity.com M516 Nlno 7 6 5 4 2 I W 0 0 N I � I I - - I - - I I I I I I I % � � , %, . -,� �, -� - I . - - - --� � I I � . . / . -_ - I . 11 � _� -,, "I �' , _� _,, , 1�1 � I I ", I jj�l I \\ N � \ \ 11, - '� __ __ � - .1� / ( - I � -�/ �- t'. � g/ I � ._Z� "� I I �, __ /"/./, Y�'_- / k j I N\A\\ I'll � �� MATERIAL LEGEND I NOTES �1. � , � \ \ \ \111, � I �� .. �/ - ,-;,- 11 - // 111111b ///' III ffli IIII 1111 I I 11 IIII !Ili I SITE LEGEND 4 (� V \\, \\\,�\\ OV0 \ ", I 11 � I �, -_ -_ - - -.11 ,'I,- I I \ \ ,,,, �-, �� I � _ - M 1, I � , _ __ I � 11 // //// //// 1111 1111�11HIIIII Ilil 111111m I, , '� I A -VISITORS AND HISTORY CENTER PAVING [!]EXISTING PARKING TO REMAIN � \ � \� � \\\\ � *\ \ \'\ , �, '�,'�, � --_-_, I- _.- - ,,,_ � 1�� / I "I 1� - ///) ill I I " �. __ � _1 ", _ _� " (� , _-, I �7 1 �) / I I I . 1� \�� _ N, 1�1 �, 1. '__1 �___- -_ - " N11t, � �1� � � I I C -EXTERIOR COURTYARD MNEWPARKING/DRIVES \�� I � ,I \ \, \ � "�_ �_ I � - 1� / I /I ///, //// 1, , II ill 11111 III! III ll'Mm I (B ASPHALT - PEDESTRIAN [D NEW DRINUCAR DROP OFF Nll� . k\ \\\V%,\\ � \ '�,,_ '-� -� �"_ __ ___ - 7 , I _� _� -, ,� la / , � � , k _� -� �, _.- - -, - �� i -, D -OUTDOOR CLASSROOM PAVILION t .,�, �, �� , - _ ri� - _� ",_ � I TD F/ ,,I 11 �� 0 \r 1% \ \ I ,,, /"/_�,� \ t� \�\k 1I\\ . " # I I I I III Ill, Ml 1111 1151 1M 1 E -SHUTTLE BUS PICK-UP & DROP-OFF P-1 NEW SHUTTLE DRIVE/DROP OFF \ \ , _�, � �1� � 11 I �, " - I I [51ADD WIDTH TO BUS PARKING �ill, , k \ \ � �, �, I- - - Asphalt and dirt removal to - .f,, , I BULPI I z _kAL L I _ G -NOT USED (2g) BRICK - PEDESTRIAN ,��, \\ \\ \ I '_� '11�____- - achieve new subgrade /I- -1 � I J, U Ill ill ilil 1111 llll� 11� - _YIL77�1,rl f' 7 -17W�� - I I I I Ill H -ACCESSIBLE PARKING [@LOADING AREA/ SERVICE BAY I ,,, .1 -- I \ N �11 �_ �� -_ -_ � "I -1 I / / ?/ I , OVER' P )rl � I BRICK - VEHICULAR El PICNIC TABLE AREA (WOOD MULCH) ' ' I - 'Al 0 �\ � �, 1_� -- --- -- elevations. Stone and " --fI!- �, � A. /f � I 11 "I I / / r/ �� Jill I fill illi IMUM �� I -TOUR/SCHOOL BUS PARKING 11\ �_ - � 4, � � Y. �a-�/ /.3,Y,PjCA "I @ El BIKE RACK AREA (STONE DUST) � \ \\ � � I - - asphalt replacement to I 1, ,,- - 11 ',//'� �/ / / )fk � � . ?� � I- , �� // , I J -VISITOR PARKING �, I ,_� � �,,:, �1,1 I � / / ill it I)IIIIII - � \ ',�,_� - I . \ - latten grade for 0 ... K -LANDSCAPE LINK TO (��COBBLE - VEHICULAR MPLANTERS I I \ �� 4� \ � - match existing depths. _� �� _�'/� 11 1��;IfNl I �V& � / I i " \ - __ \ \ / - , - 1� , / //// 1111" lilt � �� I - approximately 401 to allow - / I ,A6 \� �A" iNF601441' j BURIAL GROUNDS ,�_:z__::_ \ 'fW,1 � - - - -, -_ I " � 11 If 7 / /// /, / � N . I/ , I COBBLE WHEELSTOP �-__ - 1, ,�,,, , UINCRET-r�OW'o . ,QVW,r, OJ - : ;/* �� 'I / / / � - " If, I -BURIAL GROUNDS , new crash gate to be - . A6 �� ,�,, / V-1 T71 / / � I L RETAINING WALLS -- �:_ �_:,:�: - -_ __ _:� 0 4E C VZED _ - ��,!, /I - !;41. � / " 1 A I I If IM h I I 11 n EM TRENCH DRAIN �_, \ ' ' tailed near current gate ,---- I / E,R, T ? , I 0 -GENERAL STORAGE BUILDING __ - I '1\1 I , - I - _ _W � f � -V- " \ / / " , / / __\ � - _. , --k Zt i ////J/// / I I I i I i I - FUI COBBLE EDGED CROSSWALK --- ��_� I I I ,_ I ,�, � /,,-,,,f //// �// -12 / I - / I / I I I TO REMAIN @ <24" RETAINING WALL (NOT USED) EM CURB (ASPHALT) ._Z�- __ �-,�-j 1 1 � P I k I � -- \ - ,,:��_ QIRE_C_TIONA,t\N __ __ - -1 '1 I'll, " I . �\ - __ _,� _Ii`��O , // , - - 11 I �, ____.w11 I I " f�, � 11 Q -FUELING STATION __1: wl_� I ; '41 / f / / I jf� 'i �W , ,� " I - V. w /// / V// , - - �4`fl 1 //// / / I �; /i iL� � I // j0j ii [M COBBLE CURB - I .1 -4f- 1�\' , -�� \ ��_ SIGNAGE-j-0 I - __ \___� .., V -STAFF PARKING @ 24" TO 48" RETAINING WALL ::- _; F/ I \\ , \ \ % �,Z:_ _::PARKING� -- _� --, 1�_11 ,�I� . / , E� , I _/ EM COBBLE FLUSH CURB _� . Vll � 0 - "I 1�7_ � -I' ��,�j\�- � t 11 I ,/ If X-// ') -7 \ I C!J�k ,� , I ;IF I , ___�_, I � , , F1_71 GREEN ROOF I / - �// " 11,111, 0 \\\ \ -��, � I ,� N /' ,/ ///// /// I/ �, //, , /,' I I . 14 I �/ // * , �, @ >48" RETAINING WALL WITH BARRIER t \ � _\ - I I I / , /;/// ,,�\�-, 1� ,� -_ ._ I I � i I r / //// // . , I - 11 I ,r�l 1 � -, & / / �/ / -1- I I I / // I 49 ,�-;/ / 'I (- p, ----- / V F '� , / lf, / ��, �\, -�,' S� ,�_��,�� _1_ ,',_v " ) " J, / / Oil BOLLARD I , I - � 11 . , �� r-Xisting security gate to be /// I ,up � (METAL POST & WIRE FENCE F21 PAINTED ASPHALT WALK - I i It % -, _. _," , / / /� �//;, EMBEDDED WITHIN SHRUBBERY) . " //, // , I � \ i /j , , I/ /// I , �, �_��-_, � " " . . , . I \ , � 1, I -- remove and replaced with crash 1-/ , , /// 1// I. % �% '. - , ". 7 if f , j - 11 ; /// - I 'I � I /,! 4 ill' ,-'Z,- /// �/ , ,� - - - ---------------- �, I -1 I � gate and associated footer *% 4-K � ,,,, i -- /11v� ? I , , / /6( " X , /// I \j\ � 1� 1� I , I \ __1 - 1< " / @CONCRETE BLOCK RETAINING WALL 'I � _,�\� - �� gn � j, . I Z / / " \ \\\ �,, 131�y "m % 11 I I ,� � / ,,,x 0, ff 1. -----__��- _'_r,m � ", �, -�1, IN� - - �' WITH BARRIER (42 METAL RAIL) /(( � � � � � I \ % I I 1. .1 __ __ _:� I- I--- E, - �,�� I - . 11 40 11 T`,11 "I I I 1i I � l I W/ , ,_ � , \ \' \ � �',',�� ,- �- �- I-Ir � I � I I , \�\ "\ \ '�- ,� �- - -- -- - !,�'111 IF - " , �"_�, I 1, L, � ;; ,� / �-//./;��, �\ \' I N I k'f, - �, � � I I � �%� 'Il (� � I I, k � 1, I f� iI ( 1z, � � % � - ,� o Z, , " . � , %,,, � -_ 'V I I I I I � I I Ii \, \�\\, , 4�1"�4, 1: k"� I , I /,� �:, lefi,E'11 11 7111i // / > 4811 RETAINING WALL WITH BAT , \ �,' \ \� 'V ___�- -_ -_ - -_ I 11� - --- plq�j,�7_K 1� � // � , "' � I I I � \ �� If� Z"_:�� I 11�\\ /, 1p, . ( (WALL EXTENDS 42" ABOVE GRADE. \1 \\ - �,zr, --I I /,, MI 1,1� - ( // -VA" � f I I / / / j . NCIEI / 1\ _ - I i � �--,,� �- -, U� - I— , ;X111/ ; D IVE�(-V )AR MY , a e , � I �� i�� &V � �! , \ \ \\\ � I \ SEE SECTION A -A THIS SHEET.) I \\\' - - % \ \ , - � _ I , 1� 11 '&' /y, . A� �� \ � \\ \ � � -_ - � I - 1. -m I . �Y� I I \ \ \\ \'\\\N, ��'� - , \6 �7 7 1 - I �R� N)' I , � I \1 , \ \ \ __�1-kt-1 Tie-in to existing grades at ,, ,"- K '11z�_ � / / , �\%N \ \ \ If - � , I � Install new ollard k 7/ I \ , STEPS � \ , - \ \ \ \\N \� " � , ,_ � � �\\ \ \ \\\\�,\' " , , \ \ -\ 11 I '�-�A�, ree termination points . " I \ \ 1\ \\ \ �,,, , th 4� r__ \�.-- I I / �111,� ".0 \ � \ - 1- - ;�/ _� ��If -:! - _ �, - , f / ._�\\ � I - � I � �'_,_ *-- , � \ \ I ;_� 2&�� ,\� \\\ 41�� , \ PT. 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I 11 * If,Ji,��4_��,. - __.. .0K.' 1� - _� I j I . �� , " D,.A T -1 UN- * , I , , � The Thomas Jefferson Visitor Center and Smith History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect , 11 02 King St., 2nd Floor lexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc, 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, DC 20009 202-332-8442 202-332-3021 SEAL I Date Revisio INumber I A 1 14 W4A4., ku"+ Submittal Type -_ Reviewed and Approved by the Com it D I ient Department Date 1D?L2.1L0r __ File#_2W_200S - (0 - -I- � KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNERS CGOPYRIGHT AYERS/SAINTIGROSS 2004 1040 Hull St, Suite 100 800 I Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 - 410,347.8500 202.628.1033 S1 TE A ND GRA DING PLA N Job Number Date 20353.00 41WO06 Drawn By Scale DAM As Noted , , �' - ��'� - ��_ �� - -_- Drawing No. C%S- 7 L K i H G F . E D C B A 7 6 5 4 2 I W 0 0 N I � I I - - I - - I I I , I I I % � � , %, . -,,_I I-,., -,,, - I . - - - ---i-,, � I I � . . / . -_ - I . 11 � _� -,, "I �' , _� _,, , 1�1 � I I ", I Jill I \\ N � \ \ 11, - '� __ __ '. - .1� / ( - I � -�/ _,,- t'. � g/ I � ._,in� "� I I ,,1 __ /"/./, yl"_- / k I I N\A\\ I'll � �� MATERIAL LEGEND I NOTES "1. I, , � \ \ \ \111, � I �� .. �/ - ,-;,- 11 - // 111111b ///' III ffli IIII 1111 I I 11 IIII !Ili I SITE LEGEND 4 (� V \\, \\\,�\\ OV0 \ ", I 11 "', I "', -_ -_ - - -.11 ,'I,- I I \ \ ,,,, 'i-, I� I � _ - M 1, I � , _ __ I � 11 // //// //// 1111 1111�1111IIIII Ilil 111111m I, , '� I A -VISITORS AND HISTORY CENTER PAVING [!]EXISTING PARKING TO REMAIN � \ � \� ', \\\\ � *\ \ \'\ , ,, 'I"", � --_-_, I- _.- - o- � li� / I "I 1� - ///) ill I I " `,. __ � _1 ", _ _� " (� , _-, I �7 1 �) / , , I . 1� \�� )l `_ "'I III, �, 1. `__1 �___- -_ - " N141 ., �,"" � � I I C -EXTERIOR COURTYARD MNEWPARKING/DRIVES \�� I � ,I \ \, \ � "'_ �_ I � - 1� / I /I ///I //// 1, , II ill 11111 III! III willm I (B ASPHALT - PEDESTRIAN [D NEW DRnUCAR DROP OFF Nll� . k\ \\\V%,\\ � \ ,iii,"', '-,, -,, �"_ __ ___ - 7 , I _� _� -, '.._ la / , " � , k _II, --I,i `I -I. _.- - -, - �� i -, D -OUTDOOR CLASSROOM PAVILION t .,I, �, ",., , - _ ri� - _� ",_ i, / TD F/ ,,I 11 �� 0 \r 1% \ \ I ,,, /"/_�,� \ t� \�\k i\\ . " # I I I I III Ill, Ml 1111 1151 !Ill 1 E -SHUTTLE BUS PICK-UP & DROP-OFF P-1 NEW SHUTTLE DRIVE/DROP OFF \ \ , -I, � `1il_,, � 11 I ll " " I I [51ADD WIDTH TO BUS PARKING �ill, , k \ \ -I �, "1 I- - - Asphalt and dirt removal to - -�, , I BULPI I z _kAL L I _ G -NOT USED (2g) BRICK - PEDESTRIAN ,`,`�, \\ \\ \ I ""i, `11�____- - achieve new subgrade /I- -1 � I J, U Ill ill ilil 1111 llll� 11-, - _YIL77�1,rl f' 7 -17W�� - I I I I Ill H -ACCESSIBLE PARKING [@LOADING AREA/ SERVICE BAY I ,,, .1 -- I \ N 'I'l I,,_ �� -_ -_ � "I -1 I / / ?/ I , OVER" P )rl � I BRICK - VEHICULAR El PICNIC TABLE AREA (WOOD MULCH) ' I I - 'Al \\ i,\ � "Il I -I., -- --- -- elevations. Stone and " --fl. �, � A. /f 'A I 11 "I I / / r/ �� Jill I fill illi lillUills l� � I -TOUR/SCHOOL BUS PARKING 11\ `_ - � 4, � � Y. �a-�/ /.3,Y,PjCA "I @ El BIKE RACK AREA (STONE DUST) � \ \\ � I"_ I - - asphalt replacement to I 1, ,,- - 11 ',//'� �/ / / l,fk � � . ?i � I- , �� // , I J -VISITOR PARKING ", I ,_� � �,,:, �1-ll I � / / ill it I)IIIIII - t \ -,,�,_� - I . \ - latten grade for 0 ... K -LANDSCAPE LINK TO (��COBBLE - VEHICULAR MPLANTERS I I \ �� ll� \ I, - match existing depths. _� �� _,"111l� 11 1��;IfNl I �V& � / I i " \ - __ \ \ / - , - 1� , / //// 14 lilt � �� I - approximately 401 to allow - / I ,A6 "" �A" iNF`60441' I BURIAL GROUNDS ,�_:z__::_ \ 'iWi,V � - - - -, -_ I " � 11 If 7 / /// /, / � N I/ , I COBBLE WHEELSTOP l,,-__ - UN �) II ililli", , �, - - __ -, � I mv,t?� /t If` __ - Il-, �," � // " I I/ I I f I Ili 11 Jill n 0 -GENERAL STORAGE BUILDING \\ \ 'installed near current gate ,-- -_ EIR 'd, T Y? , / OJ - new crash gate to be - FT ;/* 1� 'I / / / - " r, L -BURIAL GROUNDS RETAINING WALLS CR . A6 �� , ) � / V-1 T71 / / BE OY-ED /I EM TRENCH DRAIN ----_:7_-_,-, 1 0-:4-6 C � _,_�, 1, I � --k-V 'e:- \ � / � , FUI COBBLE EDGED CROSSWALK -_ � �_� \ I'Vil I' , I -_ _ , I I / ;Y, / '1_41,�_ / / / / �ilA / �� Q "I e /// / / I TO REMAIN @ <24" RETAINING WALL (NOT USED) �-,�-j 1 , , �) ,,:��_ - 0 EIR-t-6T I ON - _� '1 _,��l I � ,$.k 1 ri ISTRILI 6 F/ / !I H 1111'. - 4 s, � r V. I __1:________w1_��;1 1��\ N _�� f l; " ! I �� ` Q -FUELING STATION EM CURB (ASPHALT) ._Z�- __ � I �, I � -1 \ � I gtt _.�,."� ;,V'5901 I 1. AT / . �s� �, � . I ,-�- - SIGNAGE' , /// if )'� "' y ,i 11 /I /1 I - Ii 1, )i ,, 31 rr 4 / , y �� // JIM I I V -STAFF PARKING [M COBBLE CURB - �, 11 \ `--,Z:_ - _ 15, / i " TO 48" RETAINING WALL it I I ,- k% , \ \ \ \ ��\\\% � ��t-,', ) e @ 24 -::PARKING. 1�1 � -_ )- .. /1"K, �: , If , / z I I,/ / / EM COBBLE FLUSH CURB ', � ll\ I, I I- � - t -EL 655.00 F ,-/ N � , //// / ///y \\ \ -,, \ ��\ 1, %`Z�_ , ,� - 4T , lkl� I i "'k t -� , I ';IF, '-" / / // /// /// _ I I , r 1" / 14�/// I& . " RETAINING W -1 GREEN ROOF � I �t '\ ,,,\ 'i, '\ 1� . __ . - I , I __/ '. I // /I - - , ZX f 1, / \�\ � �_ I @ >48 ALL WITH BARRIER F1 7 �/ / t \\ % -, l, �� ", ,e- / / I i I I I / // / I/ ,` ', Y, el- ,,- I �k I (METAL POST & WIRE FENCE Oil BOLLARD Ili /,. I ,/1 ,I' It % '\ `%\ I -,,, -1 -i I, , ,,, �;""� t_ ""I 1 r'(14 -,;j " 11 0 �� - ///// , Z, / /// ALK � 1, \\ -I%-. , - N,�,,, � _---,�-,�O$N�, -Ar, )�l / / - /// I .WITHIN SHRUBBERY) F21 PAINTED ASPHALT W . ///ill l/ I \ � - �� -_ - " l_� // 1,!R��;ff /1� iii� �� 11 I / 4- EMBEDDED I �, -, ":,�� - - i22__1_ __ __1 " ,� " I -I - -,�zz� � � " I F 9 .1 11 'z , I - \ I,,\\\\� 1_:� _I _:$_ _'� 'y ,, I r , 0,1R, '///�//w I //11( 11, \ k I ,'/Wl , Of I f //Ill/ �,�,,,P'f ,�: -7 / , , 11 ff 1. � 1, _' !�`://x � @CONCRETE BLOCK RETAINING WALL \ \ ,,, \ `____ -, , ', �/ � I t � " ' _ - WITH BARRIER (42 METAL RAIL) I 1. .1 __ __ 11 nTjL:"�! - ELWAJU �, i � y l, il, - AT, '/1_1, lo I I - , \\ , \\ ��, - � - A N ,,,' \_ ,, " I Iiii ((// I � _,____r,j '' � ,� � AR 1�1 I I . \11 I i " it I A, j /// - \ \ \�\ \ 'iIi- `,� '_ I -, __ _� _-!,� .... .. ll�- 4l,� , �- - 4"� I-- ;; s � I (. '. � 11 . -11 / I il ,/ � , �\ � � _ -_ . e� 3-iii , 1� /TkI � I - I lrl-,� " N� , \\, I i,\,\ Ili � -_ "I,,'�� \ 'W ,14! / Mmmo6v, XX 1//11 IF/ , \ ."', I / ,V_._ , I " I -/ / , @ > 4811 RETAINING WALL WITH BARRIER � i , \\\, , \ ---,, % \ ,,\\ �. 1`,i, , _- . '4,-� _- I" iii-, ' 11 ly I. ,I �/ /,� ,P . --,I, -_ - -_ -�,zr, A" __"`�, / (WALL EXTENDS 42" ABOVE G!RADE. 11 " X \'�� ,,II � -, I , � � /// \\' \ \\\ �� /, )fj I � _ -,__�,��__v � \ I ". 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I "I 1_/ evii "I, / /t k _ft1______ " \�\\\\\\�\\\\ \ _ ,�" S I - ----r----� , " . flit , \ , ___,, " I 11 d III- - ,_ .- - - � -, � I E F, , �JT, , I,/,- - , \, - , \ ". _II, , ",. - I I . � - I- . . , ,,l- , /I , \ .. I . I l I M& _T - L - I_T_j_T__ �1\ - ,;� 11"' I I \ \\,\,\\" ,\ "\\\ lk I -- /I / I 11 . ti / / / , 7 77-- , �/ 1_"* �_ --- I .- I -, -- ,:, -z--:: �-JR-bAlwy UW_l,z_-::1 N��.,� ',\ � I / I' , i i I I I I " ,/ III, --- ,li "ll'-. __ - __ " / z 11 'I-- , ,�� I \ \ -,,,r � I- -7 k, I/ I i ! , I I / i, / , S, 11 __ ___ 11. SCALE IN FEET __ \ �-�___ -7 �i ,--,,. A, / � , i , -L " "' // / 141 1 'I- I ,,/ -i ,� - I . ,___ - 9 .._ / ) 0 I � ---- '--, 4 :�, \�L\ \\ \-"\ "l " ,\ \ " v \ "A--., _, ,-" " __ - -� A I i , � I 11"' .,, �Xl / li,\ " :` \\ ,),- - I . I I * !J i,��4 _��,. - __.. .0K.' lil 1� - _� I j I . �� , " D,.A T -1 UN- * , I , , � The Thomas Jefferson Visitor Center and Smith History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect , 11 02 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc, 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, DC 20009 202-332-8442 202-332-3021 SEAL Number I Date gion I I A 1 14 W4A4., ku"+ Submittal Type -_ Reviewed and Approved by the Community Dev -lopment Department 21 03' D ��t')Oj_r ' File#_2W,Z00S -,& - I 2? 07QO I �%A _ � KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNERS CGOPYRIGHT AYERS/SAINTIGROSS 2004 1040 Hull St, Suite 100 800 I Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 - 410,347.8500 202.628.1033 S1 TE A ND GRA DING PLA N Job Number Date 20353.00 41WO06 Drawn By Scale DAM As Noted '' __ - - __ _,_��_ _��,,�, Drawing No. C%S- 7 L K i H G F . E D C B A • SEE SHEET L-2 FOR TREE MATRIX • GRADING SHOWN FOR REFERENCE ONLY, SEE CIVIL DWGS FOR DETAILED GRADING, EROSION CONTROL, SWK UTILITIES, EASEMENTS, ETC. It I I 24 717' j 1 i 46 6 Ill I _ /,l' 10 Id AI j ",XV66 '1'72-� TREE SURVEY PREPARATION: if d' 11 1/ 11 1 l 1 1 "'.d l, \�, I �1, ", I I." ___ -- `60 TREE SURVEY COMPILED FROM SURVEYS COMPLETED id I JAI / 17�7 BY THE FOLLOWING: t I W 17,2 If 16 f I I I ZIMAR & ASSOCIATES did W 10105 RESIDENCY ROAD -- -- ----- 8 `64 I It I If If W, d, d,//, d LL. MANASSAS, VA 20110 "d" ROUTE OF 1.11 f 601 ilk, 703-331-3731 -M_OUNT� TO 83 81 Id EX d COMPLETED JUNE 2004. 10CATIONS DETERMINED BY 16- If 1,67 1 / I / I I GPS WITH AN ACCURACY OF APPROX, I METER WOODLA DTQ MI RUMMEL, KLEPPER, AND KAHL, LLP 81 MOSHER STREET BALTIMORE, MID 21217 '0. 7 Wo' d JI 10 -(AA if U/ 1166.5 COMPLETED NOVEMBER 2005. THE SURVEY CONTROL W, . . ...... . r7 -,:d 16iE A USED FOR RKK TREE SURVEY WAS ESTABLISHED TO W,!jj. I I I I. I - ------ Trees to be AN ACCURACY OF 1:30,000. d - ,_ I - I 1687 V removed t 7 I- I/ did V6 I 496/ 7 88 0 'III,/ Ill lit - It I d,- I .,-/ ed , I I I I l I K � I I fif''t, if, Ill, 92 62; 176 911 1:� L 1 1761 do If — ---- -- 7ft )-/,Xdd./, /_Nl 'I 1769j� 1?77 W 1776tf 1610 j;j it! Id flit f 442 if 4 1; 1 ill I 1401 Ile I 'i 7W 1 If 765 62 %\ 9.� 102, 7 k 84. . I . . . . . 74 t1, 04\ i W94 J. I'Q3 r +11 % 4797 106' 1'22 1593 137 i596 N'09, '199\ 12 ------- _HARDWod6�& ICO 158A RSTING RBLINE 133 Eff, -3 I113 1-12 I__129 ---- -- -THIS iv8 11 > fkA AREA OENERALLY 3 �FOWS70-- 164 j, ---------- -7 -EXISTING . ......... U, UNI-t1bb �IN OTHERWI 113 �7, INWCAT 471 4 AA 540 4 Il 46 A273 1'272 _-1279 6 10 111.1A 1275 1�2 156 1251 127A 12'9A" 561, 29 12850 A 1192t 6; 1286l 129LI 9- HI 131 1347� �p 3j0 It3 1349, 1203 74 --NEW-QUTSIDE-DRIPLINE 1211 '-'OF TREES 7 444-MEMCA rKt,)tKV tU AINU 34' b TO APrKUA. PROTECTE '/4 039 RESPOND TO, N1336.�-� 1213 COR L.O.D., TYPICAL 36� �,u 2 1 06 '6 IMIXED 2 __ I I I I 1 ---- - -- -- 174 1 69 121 6A-. HARDWOOC�& 80 iA 37 tf% . .. ... C32 CONIFEROUS NOTES: 13 4�4 t- 1367 FOREST, 1371 1) ALL TREES TO BE PRESERVED AND PROTECTED 5MALL 01c IN13 3-, 1194% DEMARCATED WITH FENCING AND/OR MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT 121Y OPERATORS. L.O.D./PROJECT LIMIT FENCE TO SERVE AS TREE 1,387� 139' SUCH. PROTECTION FENCE WITH SIGNAGE INDICATING if— ------ 1,402- If2) NO LAND DISTURBING ACTIVITY OR SITE DEMOLITION SHALL If`40' . ..... BEGIN UNTIL THE L.O.D./TREE PROTECTION FENCING AND/OR MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND '5 193 INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT AND t140 THE COUNTY ENGINEERING DEPARTMENT. 30 t3) CONSTRUCTION EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE itis PRESERVED AND PROTECTED, EXCEPT WHERE THERE IS ALREADY �02 '4 AA A 425 '1 1114 4 PAVEMENT WITHIN THE EXISTING DRIPLINE. 4) FIRES SHALL NOT BE PERMITTED WITHIN 100 FEETOFTHE 11142 OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 11 TOXIC MATERIALS, INCLUDING CONCRETE AND MORTAR /* 14 WASH, SHALL NOT BE STORED OR DISPOSED OF WITHIN 100 FEET 114971 OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. f149a 1--18,39 6) WHEN TRENCHING FOR ANY KIND OF UNDERGROUND 1519 WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER 1846' M11 I I., UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE AOA qI I " , - - _. - � - - 11 1524' ?2' k20 -14 PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED V4; - -- ----- I15�7 TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE IAAA, REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT 478 14 8, LEGEND TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF 143� 1446' (1�30 TREES TO BE PRESERVED AND PROTECTED. 033.-- 86 . ...... 1785 7) ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF i'4418 0WOZOUS' TREE IDENTIFICATION # ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE lit 45S - - - - - - ... .. ---- -- CONIFEROUSTkEE f1449, \�A EROSION & SEDIMENT CONTROL HANDBOOK OR THE IQ54 I 450 SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. CARE FOR .. ........ ...... '7< DECIDUOUS TREE INJURIES SHALL BE PRESCRIBED BY THE PROJECT ARBORIST. IIA5311, 8) SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOTZONES OF TREES TO BE PRESERVED AND PROTECTED SHALL BE AERATED ANTICIPATED TREE REMOVAL/LOSS OUTSIDE OF LO.D./ fIILIMIT OF CLEARING BOUNDARY IitBY USING AN AIR SPADE UNDER THE SUPERVISION Of THE tPROJECT ARBORIST OR AS DESCRIBED IN THE SPECIFICATIONS. f7 6 '61 t------ L.O.DILIMIT OF DISTURBANCEI/TREE PROTECTION FENCING: 9) L.O.D./TREE PROTECTION FENCING TO BE INSTALLED *ft_�LCD� REFERENCE VESCH 3.01 SAFETY FENCE REQUIREMENTS, INCREMENTALLY, CONSISTENT WITH PHASING OF SITEWORK AND BUILDING CONSTRUCTION IN DIFFERENT AREAS OF THE SITE. ---- -- SPECIFICATIONS& INSTALLATION DETAILS& DETAILS 1&2/L-2. INSTALLATION LOCATION TO BE APPROVED BY COUNTY ENGINEER L.O.D./TREE PROTECTION FENCING SHALL BE THE LAST OF THE % PER SECTION 704, TREE CONSERVATION PLAN CHECKLIST. TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP OF EACH AREA OF THE SITE. APPROXIMATE DRIPLINE OF EXISTING WOODED AREAS 10) ALL TREES LOCATED OUTSIDE OF THE L.O.Dj LIMIT OF SETIN ING CLEARING SHALL BE PRESERVED AND PROTECTED UNLESS IifOTHERWISE NOTED. SHEETL* 11) NOT ALL TREES WITHIN THE VECINITY OF THE EXISTING BUILDING HAVE BE SHOWN. I I - I I I I I I I I __T H F A � Monticello Visitor and I Smith History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landsi 1102 King St., 2nd Floor Alexandria, VIA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLIP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MID 21227 410-646-4500 410-646-4738 Seal EDV� U14 V ',A Number Date Re' —MIA "_ 7+At*t14ZA-�J'_-_ d tiubmittal lype Reviewed and Approved by the Commun . y Dev oament Department Date File#- SVP KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNERS 0 COPYRIGHT AYERS/SAINT/GROSS 2006 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Balfimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 Tree Inventory., Protection Historic Resource Plan Project Number Date 20353.04,MVLA 4102 04/03106 Drawn By Scale KB, EIWC 111=401-011 Urowing No. Lm 1 19 8T pog aphicalSOrve' i Po do of T P-78-2 X 9016 so ., Location of Gate #2 4,1 Tq 0 730 13 zo a 780 770 760 X X 3 z 654,5 Ci D X a M