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HomeMy WebLinkAbout007-97 Veteran's Texaco Station - Convenience Store - Burger King - Opequon District - Backfile;-m" v! ILI 71- % W 2- A�4 A N1, t 0.1m 40144;0* 6 A 41 _4_ W, ­41 I,E)MCO 191 ww''fift isV,4Tixbu,/!s , RESTAURANT r K, b E�R '61, Y:, ft N IM, ' ROI, IA .12, ZR FRA NK W WELCH'JR?: PILL' ITY,, IV- 'R al 06 3i 'N XTH, tr u I 4RO OF Z q;PA FOODS ^ L-Lty­ AVE NO Us I 7 W1.1"N't :V c LEI ft '02, $0, W RgtT -SUITE 20 0: Y_ 04vfl, 66, i7�,%�;' rMA ft .;PAINTER, i V4. t. OT P Ott TWORMA, #: A as A'qc Is ZONING )}it7SIk ANDLNG 1� OT i� , iND�Sjk:A-L "p-, CENERAT ED Noz 'mNIE CE 'STORE WST VOW*kOTA RA, Cs A-L, *Dtvvs, sv STORE x T 0 'AO Rgla; 4, . ...... sic• k ty- EN EXCEED 0, T s�to%W'4# (DUM POO W, AREAS gZ02 Ac.) x moo iA 7 "o, L_, A b, ER LOT R41Y, Oft OTEkIw �mxdkw_,Ay So Ft, _(LCOLLEd oa:m Ok, smvm) FRONT 14 T VAR,.` - "o, 7 V 01,04, "Pt, 4 :!1.q pt Tz 2 CE,STO E� I SPA CIE V0, ZO Pt i"sAcs7PER, $q 'Ft I F*R, ARE A ING'REQUIRE itld Sq,, ft,] 2.6p = 7.8,$ 4 SPACES BAST 'Poo Sq., 'pt I 6o 22,.7-5 ­7� 31-85 114 32 SPACES �6,TAL SPXC9S: R-WUlAgD: ->40 SPACES RG AND, 52019TR-RS REOUIRED .:-' I-CTS: N0- 6UPFt LAN" aiiii FOBPARK10G LOT'REQUIREME14TS A $TAUWT b - 2OPOS190 tnt"O" MENT BURGER ' K -NG RE 'D IN AUD ION' I Stofne, Hot_. 20'1-011 2,215 Sq. Ft. 441.5,2 Fit. PARK, 40 SPACES (2 HDCP ACCESSIBLE SPACES) LO 'OvVR _'ALOE,; BUILDINGS/STRUCTURES; 4,248 sq. Ft. (0.0475 Acres) PARKING/DRIVE: 219,777 Sq. Ft. (0.6S31q,,- Acres), WALKS: 08 Sq. Ft. (04277 Acres) { TOTAL AREA-: 35,233 Sq. Ft. (0.8,0,88 Acres) ;Op,,AN SPACE10,401, Sq., Ft, (23.60) Acres) -Opop Space is conqioered'to be all lawn and slope l areas within the property bo4ndAries. i"'ASt' I Tree Per 401 Perimeter RE �(6io" Peikmetert40' = 5.2 Trees -> 16 Trees 'Hed,go Along R-rO_W & Adjacent Properties jr (207T, krimet Hedge-) st iiiterior Landscaping Islands Proposed PAtkP6.4 Area: 19,129 Sq. Ft. (19" 120 x 5* ;q I'V657 Sq. Ft.) 1 Tree -Per 1 10 Parking Spaces (42 Spaces/10 = 4.2 Trees -> 5 Trees) PROVIDED: PERIMETER: 16 LEGACY SUGAR MAPLES 68 LTAPANESE HOLLY PLANTS (Perimeter Hedge) INTERIOR ISLANDS: 2514 Sq. Ft. INTERIOR TREES: 5 ZELKOVA SERRATA ZONING NOTES: 1. NO EXTERIOR LIGHTING FACILITIES ARE PROPOSED FOR THIS ADDITION, AT THIS TIME. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. .3. NO AREAS. OF THIS SITE SHALL BE USED AS OUTDOOR STORAGE AREAS. 4. EXISTING SIGNS SHALL BE RECONFIGURED FOR BURGER KING & TEXACO SIGNAGE. THE EXISTING SIGN AREAS SHALL NOT BE EXCEEDED WITH THE NEW SIGNA(It. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE', VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE. AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK,, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY .OF THE CONTRACTOR TO NOTIFY . #MISS 11 UTJ,LItY' AT 1-800-257-7777 AT LEAST- TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4.. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE' EXISTING UTILITIES WHICH ARE NOT 0 B SHIOWN AND SHOUL OCATtD. THEREFORE, IT SHALL BE THE RESPONSIBILITY op THE CONTRACTORE L TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR To CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL, FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OW M-, AND`THE APPROPRIATE UTILITY COMPANY. ALL PROLPO$&Y­UTTLITIt,8 SHALL BE INSTALLED UNDERGROUND. 6. IT� SELL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL 'itARV FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN �SR 'I. ,S "N8CE8 414k 711 1 - ­ NECESSARY _pR9yM SOT OF RUCTION, DOCUMENTS SHALL BE PRESENT ON THE SITE AT 1, 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY rRIT,61tIE SURVEYS. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & DATUM AND A CONTOUR, INTERVAL OF ONE (11) FOOT HAS BEEN eS1?A8tISHt0 FOR, TJtIS PR01ECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATEDICATt FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10'THE' CONTRACTOR TO ' R SHALL COORDINATE THE RELOCATION OF AND THE CTION TO -'EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. I 121 FAIRFAX M189 STEPHENS CITY. VIRGINIA 00 rat IV% INDEX TO CITY/COUNTY LOCATION YWONWO�F CORPORA)70N PIN- 85-A-149 & 14.98 0.8. 742, - Pg. W ZON0- 8-2 USE: RESTAURANT S *0'947- O O PROPO PMK, SEI) (0 C3 U Z) GR o ,_ r CL RU ENE Pf?op, rtz• SUF?GE7 0SEI)ROAD 4V R KIN(; 1* / NT / A / '0 YI�Rou CIV r � S716fie D 0 0 ls, F �ti-P W HfUN, R Q 85-A - 14.90 I I _J W 9 804, Pg. 1805 4t Z, N ..9-2 cz�� [�_� z P. U AS STA)70N I I a) N N, 41 0- Cc L 7190 W 178.81 .10, S*rA 7t. VAR/ F'ATRATOUlt -1::2 Z A,ke - A)(' 277 Nb n, z 0, PAINT F'�-LEWIS, P.L.G. 302 SOUTH BRADDOCK STREETSUITE 200 I q A 22601 WNCHESTER, VIRGINI (540) 662-5792 EX tIVEWAY VICINITY MAP 1„ 2000' 11AARr F SAMPSON, 0 AW 74B-7-2-8 O.B. 585, P q. 584 ZONED.- 8-2 tl-E.- RESTAURANT ABBREVIATIONS` 11.0 ASSY. ASSEMBLY B.F.BASEMENT 'FLOOR BLk. BLOCK C 8011 IRS OM OF CURB BID BREAK POINT CURD C-G!1-6 CURB- & GUTTER CC-,,6R REVERSED 'PITCH: CURB & GUTTER 04F, 0O,S.-RI'TE MONUMENT FOUND CPIP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH CLEAN OUT DIAMETER EDP EDGE OF PAVEMENT F.F. FIRST FLOOR F.C. FIRE CONNECTION FG1 FACE OF GUTTER Gai. GAUGE GV GATE VALVE HDCP HANDICAP HP' HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IP8 IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE P,V M T PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R-O-W RIGHT-OF-WAY R.O. ROCK OUTCROP STD. STANDARD T.&D. TO BE ,DEMOLISHED' T.B.R. To BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED T.B. THRUST BLOCK TEL. TELEPHONE T C TOP OF CURB TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC WL WATER LINE WIVI WATER -METER 5'R RADIUS IN FEET N.I.C. NOT IN CONTRACT VDCtT Gegeral Notes VI. All wwo k. on this project shall conform to the latest editions of the Virginia Department of Trans.portAtion (VDOT) Road and Bridge Spe6if ications, and Siandards, The Virginia Erosion and Sediment control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any o-f these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working. on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition o1ff VI)CT's work area protection manual. ;,Furthermore, all traffic control flaggers must; be certified in accordance with VD0T1s January, 1994 (or latest edition of) Road Bridge Specifications, Section 104.0-4-C. V4. Design features relating to construction -or to regulation, control and safety of traffic may be I - subject to chance as deemed necessary by VDOT. V5. Prior to initiation of work,' Contractor shall be, responsible: for acquiring all necessary VDOT land use permits for any work on VDOT right of way. VG-. If - required by the local VDOT Residency Office, a preconstruction conference must be' arranged and, held by the engineer and/or developer w-ith the attendance, of the contractor, various county a'_aenc VDOT prior to initiation 1-iti lity companies and VD on o� work. V7. Contractor shall notify the local VtbOT Residency Office when work is to begin or cease for an-y undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance o--,:: a construction entrance in accordanc-e with the virainia Erosion & sediment ControlHandbook,Sec 3.02. Furthermore, access to o_ther,prcpe"L_i_es a-f-fected by NAL SITE FTAN this project shall be maintained through construction. UV _DA11'E_7/z5J1.1 LIST OF DRAWINGS SHT. 1/7,: COVER SHEET & ZONING NOTES SHT. 2/7: DEMOLITION PLAN & GENERAL NOTES LAW, SHT. 3/7: SITE PLAN - y, - 4, 911 SHT, 4/7: EROSION & SEDIMENT CONTROL, JUL19-7 LANDSCAPING, AND DRAINAGE DIVIDES PLAN REcFaVEnQ SHT. 5/7: UTILITY PROFILES and DETAILS DEPI, W No ME SHT. 6/7: EROSION CONTROL and CONSTRUCTION DETAILS SHT. 7/7: MISCELLANEOUS CONSTRUCTION DETAILS 'T 01" APPROVED BY THE ZONING ADMINISTRATOR COUNTY OF FREDERICK, VIRGINIA 1,113M 1 Z4'I INWRA7 ...DATE 76 Ex. 18"0 Inv. In-747 35 CONSTRUCTION NOTES: 4} r / / / EROSION AND SEDIMENT CONTROL: 18" _ _ _ _ _ _ _ _ _ EX. 18" STEEL SUPPORT / / j / 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR 1 I (TO BE REMOVED) /l% Ex. 15"0 Inv. Ou 747.75 TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND II / II SEDIMENT CONTROL HANDBOOK. I - -' - -4-+- EX. 16'x16' TEXACO SIGN / % // / 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. I \ 1 1 I I (TO BE REMOVED) Cj / / FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE I 18 PROPERTY BOUNDARIES. 16'-0 I I !// J \ \ i I EX. 14'o STEEL POST Ex go. �� I I (TO BE REMOVED) / / / / 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS / / AFTER THE END OF CONSTRUCTION. 1 I � P � � O ( I Ex. 18"0 Inv. Out=743.8� / N I I uL 18" _ _ - _ _ _ _ _ _ EX. 18" STEEL SUPPORT / / l �1j I i! / r4j 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND ��• O• / h MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MU&SURES - I I (TO BE REMOVED) SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL 4'-8" j I I j EX. 20"0 STEEL PIPE COLUMN /e BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. (TO BE REMOVED) EX. AMERICAN WIRE / / I�Remove Ex. CG-6FENCE(REMOVE & trance Curb & PROPOSED 12'X12' S. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT BURGER KING SIGN REPLACE AS REOD.) Reconstruct the 14 CC-6. CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY 20�0 EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL Ex. 15"0 Inv. ln=748.16 INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY / AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING / PROPOSED 13'x12'-10" TEXACO SIGN SPECIFICATION: / SEEDBED PREPARATION: / 2 A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE 0�=/2� BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb /rItso p / 1000 sf) . 2 SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) PROPOSED 18"0 STEEL PIPE SUPPORT 3��=c�,}/ KENTUCKY BLUEGRASS 45 lb/Ac. 97% 85% McDONALOS CORPORA ION RHODE ISLAND BENT 10 lb/Ac. 95% 65% �� P/N.- 85-A-149 & 1499 X-31 TALL FESCUE 27 lb/Ac. 95% 65% PROPOSED TS 16" x 16" STEEL TIE / / ti D.B. 742, P . 167 ANNUAL RYEGRASS 9 lb/Ac. 98% 85% 9 MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW ZONED.• 9-2 FERTILIZER: 1000 lb/Ac. 10-10-10 EX. 24"0 STEEL PIPE COLUMN / / / S 4. USE' RESTAURANT 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND (TO REMAIN AND BE USED AS THE / / / ` ``4,,, \� OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS PROPOSED SIGN BASE.) E THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. + On°rp�tteo,T0 9e / 9 i '9r°o. oqu°. S°p � � l � � `�► EX) l l /°fight•? 6 S t6*16' eta l 4, D' l l (To Be Reloc ed -i Relocated 766jV Ft Il / � I T �� ` ` �U�` / 7 Sign / c / l � EX. 30 0 STEEL PE COLUMN (TO REMAIN AND USED AS THE PROPOSED SIGN BASE.) C TEs 00,9 c'nost°r l (Tb hOjn/�� a /� / k', 7bp Tp/l Rig°R F°niTp TONF pq F°,��Y l`dJ V°dV EX. CONCRETE PEDESTAL �� ^ k E D Rk/ gTj \ l°vT I A /�� "0� EMOL/ �G A / c Stone (O REMAIN AND BE \ OFF, ED SH R ` �, 10, UNDISTURBED DURING --� v _ S/TES OF pR pD 411 / ) ��r -in9 CONSTRUCTION PROCESS.) ' - ERLY/ (TO REMAIN AND BE ( I I UNDISTURBED DURING Q CONSTRUCTION PROCESS.)Of °ice°S°OStr%oo°d ' 11 /� �-- / �/ ` \ ffs to , / / 0) Q \ ` `� i / l! \ ,l l //�' l Ex 18"0 Maple �O / _ ** STRUCTURAL DRAWINGS BY OTHERS. \ �Ex s EXISTING TEXACO SIGN l ���w / 0 *&. ass Ar °"° p Q ll 0 e Str; eo \`tin9 �j/ - ` Jr PROPOSED RETROFITTING DETAIL �q�' / SFx �; h POs°d o�Oed ¢ 9reo r - _ DRIVE _ SCALE: 1 " =10.0'Co. \ off sate. ` //� I SE T HRU NOTE: THE EXISTING SIGN IS CURRENTLY AN APPROVED NON -CONFORMING EXCAVATION AND GRADING: 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND REMOVED FROM THE SITE AND DISPOSED PROPERLY. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNZCAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION by F.C.S.A. 3. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT THE TIME OF APPLICATION. 4. THE PROPOSED SEWER SERVICES SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% THE SERVICE SHALL BE CONNECTED TO THE PROPOSED SANITARY SEWER MANHOLE WITH A FITTED BOOT AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 5. THE 2" DIA_ COPPER WATER SERVICE SHALL BE INSTALLED AS SHOWN. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE PROPOSED FIRE HYDRANT ALONG THE DRIVE-THRU AISLE SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 8. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS, AS DETAILED ON THE PLANS. NO STORM WATER MANAGEMENT FACILITY HAS BEEN PROPOSED FOR THIS SITE DUE TO ONLY A 10% INCREASE IN THE AMOUNT OF IMPERVIOUS AREA WITH THIS ADDITION. THIS MINIMAL CHANGE IN IMPERVIOUS AREA RESULTS IN AN INCREASE OF ONLY 0.45 CFS OF RUNOFF FROM THE SITE. THE EXISTING STORM SEWER 'SYSTEMS HAVE SUBSTANTIAL CAPACITY TO CONTROL THIS INCREASE. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE OFF -SITE DRAINAGE CHANNELS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE, TURNING LANES, AND ON -SITE DRIVE AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE CONFORM TO V.D.O.T. STANDARD SIGN. THE PROPOSED LAYOUT, AS DETAILED ABOVE, WILL REMAIN AS / �-- I TB OEx T E �rn\edJ \ PROPOS OFSPOS DE q11 �: / \ C AENIPANND AND2 N-ALL WORK HALURB L BE�Do E IN L ACCORDANCE WITH THE STANDARDS iQ / eo °/ x \ 1 BUILD,, ED E _ ED A NON -CONFORMING SIGN IIN REGARD TO THE ULTIMATE ALLOWABLE j / J oth �hc,,, To Bit° P; \/ I ' DING S/>F� 0 oRHFD &G' I �� AND SPECIFICATIONS OF V-D.O.T. HEIGHT. Cv a��i n°orn° Scr (� OpE j' THE PROPOSED SIGN ELEVATION IS 808.00' WHICH EXCEEDS THE / �� oa D r �` °d9 °°n I ' �� > R I l ��1 / 1 MISCELLANEOUS: ALLOWABLE H T Y '+ - c m 1 �.- I HEIGHT OF 800.00' B 8 / HOWEVER, THE TOTAL SIGN 4 °q Q Ex A 0 \\� \ 3j / I e s o 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF AREA OF 310.83 SO. FT. IS WELL UNDER THE ALLOWABLE AREA OF / y. ,h ` r� /^ o FREDERICK, VIRGINIA FIRE MARSHAL. 500 SQ. FT, G Q ll 9 1 / lc /� �� E' � � � / 0 2 ALL EXZSTIN F / G ZRE LANES SHALL REMAIN IN PLACE AND SHALL BE Fx ` x TOn \ sp t ° l! ~i O� ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION l ks \ 4 / � �1�/ J P I l a, BR ` CAYGR U PROCESS. �}e -.0 / Ek p !< AREA N � N o Q 3. BUILDING NOT / O Z (TO AVEM Te C. �o -_l, % // �u p ADULT CARE !FACILITY BUILDING i ADDITION: 111 01SpeEDE ENT / �) '' W� I CONSTRUCTION TYPE: 3B, UNPROTECTED 'O OFF�OSEO 40/ I USE GROUP/t A-3 S/'f). OF pROp� & ,..�._ �l �O' STORAGE lII VDH MO RL > R & 1� TO BE REMOVED AND O Er 0 c•- Er Er. ESTROOM PLACED UNDER GROUND W N =ob - ri t Con,, F.F a 7 S / AS NECESSARY h C b EX. SERV R. (rgRre'sOj 58.40 6,Rur 75594 EX• ST Khite In / F Ex. Guy Beres JI F.F. ORE X o / Se 0'/e e Scr I V` HARRY F, ST/MPSON, / To Be Shortened ! ' 75 ��s o c. o Ex L,40 O1°°� °pn _ _ _ ( 6.30 / �o art/ K'o�i v Re o / P/N. 74B 7 2 B } PROP. VENT & Relocated I I' R on to/nn / I `7 °"'Din 1 /� (To Be wood Fe g D.B. 585, P . 584 / LINES (�� x Remo l) CI)v 9 I o �is P t/ Ex C ""dJ ZONED. 9-2 / o E�, Co / PROP 3 Rei» Curb . °nC. Ro I l O (T nc. µ. _-- _ ME ( / T /ng "'P USE. RESTAURANT 18"0 Inv. Out - 744.04 0/ 490 O°n'Ohshep% AW_ v °Moved) _ F o X C CU 1� RAI \ F island Dies t ��� X. T EX. SERA ° ° - r / � ���� �� Diesel yam. T.B.R.) (TO BE ICE BAY main JR �U/ 50' / \ s, ° Pump o DISp DEM S m 32• \ Light t I / o �..__ OFF SSED 0FO pSHED & roo. I 9 G TE). ROPE'RL Conc. F°OS:r4 ,4.5 X. HAM HOUSE \ ` / N I �` _ tang � & FIREWORKS ORKS BL D \°0 3 EX. TRAFFIC ( p. LIGHT / ` �► i ` rn ni A / Prop. I & DISPgSED OF P 11"I� Prop. 4 4 k Apra % 'oc (T 0o/u�n PROPERLY OFFS E.) X cif 9r1! to /w2 U.S.C._& S. o ollard (Typ.)•.. U.�E otiq� ° �E yP.� f y S\OC97 SS / / ©� BIevA 7531 63 �a O (To R Io) cAS�TANh-S I Gas ou IJ 00 I1 'C'��' S70�, 6S��B�p�it Q� / �✓ / Reset 19 2) ° 1h, E. Gas / (TJ�) mP P .� fe 9E F� FAQ F\O,r �\49, A2 Or1 t9 \ 1 j� v \ o ° ,r� �l (To R° s/onos �\ TO qe I/S J LICE\ \ a Se t4i / Ex. P/Cn e� c o moin� I N N �F iy00tiC �,� \ �v \ \$66 t W (To Remain Eo Ca!ic. Sjab �V° ��� �� ° A qA \ 76�we Fa, �r / 0'MP I J� ev"oin) v° o ° = n \ �4'O ^'c`p FAQ \Ff o 7S �� Ex. Londsco __J` i k v o o I r pOS �C'F�� \ T'm P4ng Q bars 0 v o P F� RFC S'S ��'f e <ik /2 3/ firee P/ (TO Remain 011, (To R°mas ounds W�o �o gtitiOtiFC� \ �/ 'rY CST O� A9� Ex. Dl-1 Area: iB4ssQ. Ft. III) a` " 3 F F�F 'yF F l 7 5' R eight• 35' �'/ �'l ) O tv Ex. Top 751.42 o PrOP. 4 PROP, 2" �, a Prop. Top = 752.72 VDH MON Conc F Sx45:r4 '11 Prop. 14"x23" Inv. In=748.56 N R 30 nP w o 9' oat! .5 GAS LINE Ex. 18 "0 Inv, Out= 748. 56 .Z� �� Ex. C x c^ X , S Ex. W1N � U, on "' �j. 9{�, \ oqK� ��4 '35"E/ _ 27 06' 8.53' q C ( s F Al �X oX Co Cos Lc�Boh J Ex. Goso stj Valve Fk � Qo � T` 'P°moin� b Cu_ pB ,4-1¢9C, - h1E ZONED B P9 /60 EX USEC,4S1 our � 1 Entrance S q jE RUV TE (�ARIgBLE SAX PIKE �� DTH R_D` W DRIVE-THRU SIGN E fix. L B. Ex. Light (To Be Remo Ex. Conc. stir + � � HE � , �E 6-0 IIIug / } TB_ I oy EX. 6" W \� `O i cj l r� owl Z _o 0 J ~ p O .Q Z Z O Q Y J W O Z W W C.7 Cr FJ- C.� Z Q W 0 Z V V) a Q Z=3 O �< W 11=11 U Y_ N QWi- O U Z Y W N ~ U x�LA_ LAI Q(/� Z ~�r-�W Ck� N Z = N Q = m v- O d. ~ -v Or N U Lj W O 0 0 o' = 01 CY) 4� Lf) L0 V) N I I N N U 0 00 0 ur) Ln m> n n w 4- >` N �V u' 1) C N N x 13 F_ IL Q a \ ; --- Ex. Sign `` SEW. MAIN SON. f N7M 1 19. 19.10,W 4„ Ex. Sign �_ N88�5" Ex, Son. Sew, MH 1 p5.00' To = 754.16 I 9 N89'34'03"W 89.49' 22.98 P TIMOTRY G. PAINTER DH MON t - _ 4 0 Inv. In=746.Se Inv. No. 18260 IPF I I B"0 Inv. Out=746.56 � (Approx. Location) '4�0 {w�V ti Ex. Gas Line EX. FH �SSIONAL 4" plo-hp ' SURVEY: C.I.: DI RITCHIE 1' TOP=746.14 SURVEYS °Prax. Location DRAWN: JOB NO.: x• os Line 2 ITGP 9603016 M'RPO stl. 20 0 20 60 SCALE: DATE: ------- __-- ___- 1 "=20.0' 03-05-97 SHEET: Scale 1" = 20 ft 2 7 /5U by pa �J Ex. 18•'0/nv. In=74735 PAVEMENT DETAILS HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL N.T.S. N.T.S. N.T.S. Ex. 15 "0 Inv. Ou 747.75 HEAVY LIGHT HANDICAP SIGN 1.5" SM-2A BIT. CONC. (PLACE BEHIND SIDEWALK) P j SURFACE COURSE -� 2" SM-2AL BIT. CONCRETE •� o CO 4" BM-3 BIT. CONC. SURFACE COURSE CURBING 9g 0 / 75U �/ �Q � � BASE COURSE 6" 21-B -�- 8 21-B -- STONE BASE - - STONE BASE -_ - --�T_111 Ex. 18"0 Inv. Out=743.89 COMPACTED SUBGRADE _i �_ COMPACTED SUBGRADE - -jj E I- PROP. INV. OUT=743.89 / 80'�7 `�+ l NOTE: HDCP SYMBOL (WHITE) ® S" �/0 THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE w 77 l 899 RCP 75-738 p ENTRANCE, MAIN AISLES, ROADWAY, AND RIGHT TURNING LANE. tr h Remove Ex. CG-6 �j N 1- Entrance Curb & THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED u1 O PROP. DI- B, L=8' Reconstruct the 5 IN THE PARKING STALL AREAS. R �I TOP = 750.40 / 20CG-6. j' �R ` \ X / j�5" 1 v. In=748.1 SOLID BLUE BACKGROUND 15"0 INV IN=745.55 �, / Ex. / 15"0 INV. OUT=745.40 ' / 14 �o ;�) Y Ex. Wire Fence ��✓ / / � � _ _ _ � � � McDONALOS CORPORAT/ON NOTES: / �'` % P/N.• 85-A-/49 & >49B / l .T` \ P9 167 1. ALL CONSTRUCTION SHALL CONFORM TO ADA 59.94'-1 - 0 - - / `rki ,o _, `�, � - D.B. 7�2, RCP ®/2.00% i / Setb _ - ZONED.• B-2 ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ` , * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & /k , , ` US£ RESTAURANT (IV 57. �.. 4. -- 5' TYPICAL FOR OTHERS. © PROP_ DI-B, L=8' / hl / fa P TOP - 750.75 / �� A� S, 0 9 q'�'o % gd•t1 C� 750 4L 15"0 INV, IN 746.75 } 9 / I Sol/ Ex Sin /h (To Be Reloc9fted 50 O \ x 750 97�`C 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESERVED PARKING VAN ACCESSIBLE G/ 1' 00'' --/s' P %// �' CONCRETE PAVEMENT & D PROP. DI-38, L=6' c�+ ,I / �A I 3 - 5' (ram) OTOP = 757.90 w 7 s i 1 , 0•�5' S �� tsf- orkln Seth`ck DUMPSTER PAD DETAIL = / , k5 4 12 0 INV. IN-751.10 v / i I / 8. "�,' 2 1 DE PROP. DI- 1 FRANK N'; Ii�ZCc/ I / I 12'0 INV/ OUT=750.90 1 / / O TOP = 755. 0 ( T ��� N.T.S. p' ?� 12"0 INV. 0 T=751.90 P/N. 85-�A-109 / �' 8" O / :! ^ / , ry D.B. 804 Pg, 1805 1 �� ALL (T �` BRI /l / / 10' W x 20' D 4 / / / R ^ -24.00' CG, 57 25' S) ZONED.• B-2 g ,� 12 8, yp•) CK cS� � e 'e BRIC } ,� (OR AS SHOWN ON PLANS) 5 •e CURRENT USE. GAS STAl10rV DDMpSTK & BLO �'/ / Slope: As Per Plan Z 4 75 FI/1g D l �, CG, J�� PROP. USE.' GAS STATION/ �' S - �( eCLOS(JRR pqD CK, ,// 5s 8. / e Detoil) i /� h i 6R 6 6 R E �� �y\� ? v) pod 'Oster / /%/ / 00 OO�0pO0000 Gp �. /:F �l o 4.7 J 5 o D9L - - - Q Q- +. / �; �, / 4 8 3' 7 a pCOncr h (Beef' t, o C9 0 'f4• 55.9 O cave ete I Det GAT /(o �5- V v `�' 1 S'R R D1 „12. 70, I 57 me.)t oil) fS Q a � Q / 0., Gp O 1-e 4; p (Cr k k / � \ i 6" STONE BEDDING 6" TYPE "A" CONC. AV K X Ex. 18"0 Ma le (� -� 2 75 .7 * Qua = wy K/N'` 10' BUR 2S9MfNT �()Alc. L1G�r58 0 / l I (. \ 1 p (3000 PSI) REq� SI �0� q/�� 1�' 10. 1 60.77� "' 1 5'R $' 6x6xW2.9xW2.9 WWF ho /� / Cy at RCP RD `{ .2 DRrVf-T ! 7s0`I _ L < (2„ Min. CLEAR) / o % o/ Cp ® 12.,0 2O'R a HRU LANE �` i 760 \ �''• O'829, \ +' 65• '� 30. 3 R 7 / NOTE: COLOR CONCRETE BLACK � PROPS 00 5.36, FOR DRIVE-THRU AREA Cr?'o ° o O o STORY, REST�� l / 35'R // 4 U l / \ �? 0 AREA. 22 HT.. 35 M T 572 �� WA .zONC. l 0. 7� , JK/ 5 /GH p O2 n F. F _ Crox. r A -sue a 1 145 - 7S 7 p -Ft ~ 0 15 R c 6 0 5'R � r- AYLOR 0 - `Q �° 1 c� 6 x� ROAD _ co o STRIPE PARKING LOT AS INDICATED. / a PROP. DI-36, L=6' 1 c (� 2 �8. TOP = 754.80 / 1 / `o -., � p 1' a MENU //� ° � ALL LINES SHALL BE 4" WIDE PAINTED LINES1.. 4 I c i^ 1 3 BOARD lr7 y / 12"0 INV. IN=750.10 / 1 4, �Q o C 3' 15"0 INV. OUT=749.80 x 751.81 I /// c hti ^ / /, _` \ \ oe a 7.1 a ° _ - - 759 / �� o \ . PLArGROV 56 9 x �vfi �+ �� 3 �+ l AREA ND S 5 \ GREA p 0.o J 2p oo S \ \ 5s_8 ss <X Zo rR� SE % OA p0 W W I NOTE: / N E LOADING SHALL BE DONE IN _ I / 5 3/4" ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. r REO'D PER STND MFG 1e 00 N F 6' x 19.3g' _ DRIVE-THRU ZONE AT REAR OFI_� -� I / LAGS 1,35.0- S6.6tr S Tp / j58 5 / � 1�55 14'e3' N ® ® 5 * O RgGE Q 4i THE STORE DURING OFF HOURS. DH MON 34.00• 6' ® 7 � R & 1 2"0 COP ER Type "K' _� - 75. <, 12' - R .5 CON �s a ES1R0 WATER S VICE C. W FE �I OMS 3, 6 W I - / 01 Q 6.0 56 HDC AL 4�35.0 +Y F•F. 7 % 8-#8 VERT BARS 75 51 !/'v Ek C41n6 \�' o AMP R U 75640 65 4"0 PVC, SC 40 SAWN. I #3 TIES o 12" m - 1 (� DR E-THRU 4'R 56•3 `r SEW. LATERAL 2.0 / 1/2" PLATE �yf 8 69 SIGN /F.F X` STORE I - PROP. DI-3B L=8 3 75 EX 5 . LIGHT - L OB Q �; ©1 I 6.3p 55 conc PROP. MH 1 / CONCRETE(3000 PSI) TOP = 752.00 �v RG 5 l 2 \ "CLEARANCE., 4'x _ NEW POLE TO INV. 15' 0 INV. IN=749.00 t / 61. 2'R \ 5 a� / SIG 2P' N 9 92 !!! no co NO. 11-251 OR EQUIVALENT SINGLE OR DOUBLE STND AS REQ'D 23" x 14" INV. OUT=748.88X I52.25 N 5 `\ lJ�• � 5. ,- Ls: 2 0 56 2 � N o g o 2j3� ��. sa �� 8"0 INV. OUT-749.58 l__� ___` � ^ry hop co "0 Inv. Out 744. 04 j F. O, \ \� Q \�5k� QQ �� 4 R 8.56 U 56, 2 MECHOP. o "� _ / 1 \ 2 tie\ o I �pN g. v, ` ,5g17A 8' RM o 1 -2"0 METER ASS . , _ THE EX. SAN. SEW. LATERAL s3 LIGHT BASE DETAIL \ Q_ y ti & M ER VAULT IS TO BE ABANDONED. I / (r QO ^ Z BC 5, `� ,� i' d / NO SCALE con R Ex C 4 2.07, 201 - (THE EX. LATERAL SHALL y SEE SITE PLAN FOR LIGHT LOCATION(S) \ � N W e' Cr c' S/06 m °�C.. R - �-7s7 // BE CONNECTED TO THE `/ o / PROP. VENT m p Aparo g �'`� \ PROPOSED MANHOLE. LINES ,\ y2 o Die L°cotio m 5 1 - $ 22.5' ) 5.8 se/ -Can ." _�` ROP END T.B. TLIGHT ��i b� Q \f' 'R o s UG, T BC 5 1- FN, SM-2A o - on / 6"0 ASS \ --- - -- ---------- TLIGHT �v a ks 5 PRO F �AA J ��.,o OVERLAY AS EEDED a CO IRE & B P F R 0' / FOR POSITIVE 'DRAINAGE �\ \ o ! -� _ 5 NC. �qL YDRgNT n,` �� Sgo'f I%of EX. WATER SERVICE 2 / k� e� I IS TO REMAIN AND � HARRY F. STTMPSON, ? t \ LIGHT / Bf?L i' Q` x \ Q/,cam '�: * / U.S.C. 2 G.S. A I I �1 Y S q S X 65.76'-23"x14" BM A-261 0 0�6N� �-I ` N' 0 9 0 Elev.=753. 63 � � P / Ex.F S �' S Ste• � opt SERVICE THROUGHOUT Q � C�j / � ti �y\� � o s � P/N.� 748-7-2-B RCEP ® 0,507 \ �' F\O A o � / (Reset 19 2 1 ` / =�-� r I Cos is/an 1- � -P � w � <OJ �PV '`' R9'• ? 0- THE CONSTRUCTION 4' / / .9' .$�, / /N D.B. 585 P . 584 ) ds 1 i ?\ \ ' \ CF\ \ AIs ewe PROCESS. (42• / M ZONED.• 9-2 o Oo / USE.RESTAURANT . �4op �Ex. \ i\ {yqTFR6 S;yyn 5.5 PTOP P751.39 ree PROP 4S9,0' 52.8 e/9ht: MATCH EX. � 9A/ (S/q ti �(\•F `'Qr1/FA\�•0 / �0�,qSTjS S• �eof <` / / / I GAS LI TYP •i n, ti � N /Q Ex. 01+1 75'R V` �R� ��` �� - �. 3 41V / • Ex. Top -w 751.42 A W 92 cit. / 0 1 �56, Prop. Top 752.72 NEW HEAVY I VDH MON �"Cos i�I \j. 6y / \ / Prop. 14"x23�1 v. ,n=748.56 PAVEMENT w g9' ° / / Ex. 18"0 Inv. Ou�■t748.56 (SEE DETAIL) 1 ' �� �1� ha \ F x. WIN ( L; / � �� �^� l�j- I ` \ 88'4� 3;a E 27 06' _ 753.24 \ 752. For</n --- O� i Q`� \� is \ \ /�-- �.e�oc<�' _ � �� a� �� HE--} _- _ -- - ��/ w / - - - - - - - - - s l BP IS4 _ ti h . 6"0 Iolu -' - -, - `� ` /� F\ '� _OHE \� / \ C� & T.B. 9// // EX. 6' W Ex. Goso sf/, 5 _ •�� - , Ex. C _ HE 11(�kiT / q �" - 1 Valor 4 `%���� �I -_ 1y��\ ---754 /6"0 22.5 752.95 �x� \ / ~��� B N & T.B / Ex.0G EX. SAN. SEW. MAIN OVERLAY EX. / .� - & B x ? Ex. C ` ` J ASPHALT WITH Ex. Li ht N7T 19' £x.� Sign '�� / = M� ` - �'� Enter ` I 1 1/2" SM-2AL \ To Be Remo 19. 1 04 w 1h 5.00' TopSon754. 6 MH "c I (AT FRONT) ,' N89'34'03"W 89.49 ��2.98 � � \! - 4'0 Lot. Inv. In 746 5 REMOVE PLUG iPF 8"0 Inv. Out=746.56 �. �� \ BEGIN W A.753. M \ s, `( _ _ , MAIN C0N'37 �o (Approx. Location) Ex. Gas Line EX. FH ` 0 753 ?5 - --- \ �� T - _ _ _ _ ' \\\ ' �- 4" pla-hp V �0 150' ro rop ti ND,noN U, slG S TE ROv TE 751 _ _ _ --�_ - %' \ ` _ DI NOTE: DRIVE-THRU ACCESS SHALL BE PROVIDED `- STOP=746.14 VIA THE EX. AISLE ON THE VDOT R.O.W. Nr DISrgNCE, i�ARiAe AIRFAX p/K 277 (Approx. Location AT THE TIME OF IMPROVEMENTS TO ROUTE 1500'+/, (P�sted SE WIDTH E x• as Line 277, THIS AISLE MAY NEED TO BE RE -CONFIGURED Peed R- O_ ) 2" ►4'RPD stI. OR ELIMINATED WHICH WILL REQUIRE AN ALTERNATE Lim lt z5 MP{.I� �/ MEANS OF ACCESS FOR THE DRIVE-THRU. 300' TO STOP SIGHT DISTANCE=1350'+/- 20 0 20 60 NO COMPENSATION SHALL BE GIVEN TO THE ON -SITE CONDITION BUSINESS USES AS A RESULT OF THIS REALIGNMENT. Scale 1" = 20 ft �^ m z w � Z O p V >- CL U Z U w 0 W Q p w 7 w rn o Q o 0 I 0 Q z: Z � Y LaJ V) LAJ w � m c� z Q LLj � 00 I- Z H- U N Q 0 Il< LLj < LA ]C in (71 Q LAJ ?- V-) U x LAJ LL_ Q V) Z �LA.Jr-::ELLj tJ)=�OCL Z= Q m ~ 1- LiJ C LLJ CL W w O 0 �O W Ln In u1 N I I N N U � � O c00 o - m L0 0 > O � C V) N s N U N X LL T q,�VTH OF QY - TIMOTHY . PAINTER No. 18260 °opo�� a t197 G�ww `S'SIONAL SURVEY: C.I.: RITCHIE 1' SURVEYS DRAWN: JOB NO.: TGP 9603016 SCALE: DATE: 1 "=20.0' 03-05-97 SHEET: 3 /7 Ex. 18"0 Inv. In=74735 WWw �- DO NCIT as , •/ Ex. 15"0 Inv. Ou 747.75 / j ✓ 50.67 / " 'op / 0 ' 8 / 750. 27 mm wow �6o1:1r1e E� 96/ Ot') NOT sake or wee 0 PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKE 16 LEGACY SUGAR MAPLE ACER SACCHARUM 2 -2.5 CALIPER 40' 0. C. 68 JAPANESE HOLLY ILEX CRENATA GREEN LUSTER 3 GALLON CONTAINE 4' O.C. NOTE L1 8 ZELKOVA ZELKOVA SERRATA 1. 2 -2.5 CALIPER NOTE L1: HEDGE PLANTS SHALL BE 36" AS OF TIME OF PLANTING. inN*LNdess twe. y 0000 °°°°°° % / 0h" /�� N ftme bfoitan blend«N o 0° o° 0 0 LANDSCAPE NOTES °°°00°0°0 Ex. 18"0 Ov. Out-743.89 50 57 h� 0°0°000°0° ° ES-1 �0 /ram 2. TUX PROPERTY DEL.LNEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, FANW~�� lab. als low 801- 4,} 4 / h� V7,AGjNTA IN THE 3-2 ZONIIIG DISTRICT. PROP. INV. OUT=743.89 ® 14111N M1ok6H .899 RCP 750 38 _ 2. COIfrM TSE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE OF WORK. CONTACT THE LANDSCAPE ON THE ARCHITECT IN THE EVENT THAT r r �dh hw away �4� � - VISLITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN Cill away +beftmM 9dwdb00 bbWdW OF PROP. DI JB, L=8' , j\ ' R -= \ FLU. � d I*B b"N TOP = 7 40 X Ex. V. In- 16 3 . VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE 15"0 INV, IN=745.55 �,+'\/ / THE RVWlT THAT \ THE y O�Mp�B01 15"0 INV1'. OUT=745.40 8.82'-15"� CMP EXIST, ONTASUPVM t T � '1'0 Ia�tER�T rlxE OF BIDDING ISCREPANCIES 'fl,p�- A / 75 � EXTENSION ® 0.75% ,� ..�W"+ . `� r l / / I 4. MNd4A mod» hobALL ARE .7E(.T SUBTO APPROVAL BY THE OWNER OR THE OWNER ' S _- ,,. / II use =I. BROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A Am1W"Iew ! IP Bin or 'n PLANT MWMISRS. MIRES ANY RXQUIRFIIIENTS ARE OMITTED FROM THE / USE 1Pi.AN'L'S MICH NEST THE NORMAL REQUIREMENTS FOR THE VARIETY Ilwlnrrtoonhri«.nd ew a� pv a w ooua�be 4 QQ \�'� Rom! LIST, NM a Mich LM4ir *Ad roA - Ib nel / / �o ' _ - - �SlIG To TV= AN]MICAN ASSOCIATION OF NURSERYNEII . /u�/drt Pam'^ dq daW a,.�l d.pll+ Ex. Wire Fence S j 77 / } \ ` \ 5 . PLAITS SHALL BE 'SOUND, Sy%LTHY , VIGOROUS, WELL BRANCHED, FREE OF D I SEAS E , INSECT EGGS AHD 'LARVAE, AND SMALL HAVE ADEQUATE ROOT SYSTEMS. EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE 0000°o°0°0°0°0°0°0° CONSTRUCTION (;E 0000000000000000000 ENTRANCE °°°°°°°°°°°°°°°°°°° 3.05 SILT FENCE SF X--X -X 3.07 STORM DRAIN IP INLET PROTECTION 3.08 OUTLET PROTECTION OP 000000°0°0°0°0 O0o0o00 0 0 3.30 TOPSOILING TOTO 3.32 PERMANENT SEEDING j�s PS 3.35 MULCHING MU - 3.38 TREE PRESERVATION & PROTECTION TP TP 7 042X / l f. STARE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE Dig hole 2-3 �e roN 60 wilt / .� 6 . SIZES SPECIlIED I11 TltE PLANT LIST ARE E I NII SIZES AGAINST WHICH THE 59.94'-15"0 / / / � � � .� Ps,�g >�LL u JIAGED. FAILURE To MEET THE NINIxUM SIZE OF ANY PLI111'T HILL SUPPLIERS REOONiENDATIONB. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE CMP ® 2.00% / / / SF / , ` �` RES .T 331 RzarEcTI01I OF TEAT PLANT. DOl1BLE-4i111ED WiTIt 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TA- / / / x j - - \ \ \ 7. c OUM OF SIHDUSS SMALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, STATRRKES TO ��� WITH /9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAICEB SHALL BE 2•x2"x72•. EWGEB Si01M AS Oil TUB PLJ1N. ALL MULCHED BEDS SHALL BE ©PROP. DI-SB, L= 8'tq!' TO S MU �4z•• c _\ CMS IN SMAPZ POLiORM THE CONTOUR OF THE PLANT MASS. APPLY A 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. / hM F ! or 4 INCUU OF NULCX 1iZ#OR�Y OVER BEDS. T'REES LOCATED WITHIN FOUR 1O5"0 INV, IN 746.75 75 4 n" OF ANY SHRUB BED MOM" WW2 THE SAME BED. GRADE FINISHED PLANTING 10.RENOVE ALL TAGS, TRINE AND.CONTAINERS FROM INSTALLED PLANTS. ROLL BACK l J \ Ex l �` s \ We so AS NOT TO Ill@EDS DRAINAGE. BURLAP ONE THIRD ON ALL B&B P Sion ;VI SX11.PLANT SUBSTITUTIONS ARR PUNITHCONSENT FROM TH ESCAPE ARCHITECT /Ex. i n S�AAND THE COUNTY OF FBIDERICB,�iIA. q / �' I 12.PREPARE THE SOIL IN ALL BEDDI BY NIXING INTO E TOP SIX INCHES OF IP I 0 j 750.97x / ` \ \ e 6\ �i / SOIL ONE CUBIC YARD MANURE, PIK AND 10-6-4 GRANULAR ERTILIZER PER 100 i 0 `\ UARX FM OF AREA. REMOVE ANY/TURF, WEEDS OR OTH VEGETATION COMPLETELY + PRIOR TO INSTALLATION. PROP. DI-3� L-6' / O TOP = 75P.90 1 75d.s2� / / \ SF -- /� / / Ili TflE PROPRIATE SEASON. E C0ffMr.T^R SHALL 12 0 INV. IN=751.10 / ( / I / / % 18.!=iN'!' ALL IIATEitIALs / - \ �. - ALL PLANT NATzari AND WORKMANSHIP A PERIOD OF ONE YEAx 12"0 INVj OUT=750.90 / / / � I O PROP. DI" ( i ; GWARANTEE TOP = 7$5.90 PEON TIME OF INSTALLATION,. / 12"0 INV. OUT=751.9 x 5;. 11SF ! /4 ( 751671.�h p / of Q° / / / / AREA: 0.229 Acres / - / vy C: 0.9 (0Q !/ 0 0 ( If tc: 5 Min. I �/ o 0 Q I /� 00 0� / TA- 2: O I 0 ! y ��� a ` / //� / ��` AREA: 0.083 Acres lO " 51.331 / / E,_. c: 0.9 t � Q I l TA- GP ® ,?„H / b .�l X \ Ex. 18.0 Maple tc: 5 Min, O 1750,f7 ,� , w� , 10, ?s9 / / ��j !i ti / / HCHr ` aURG R MU l/ �\\�� / TA-3: Q / / y r / / AREA: 0.253 Acres I / i ! y R�A23'-1 y // C 0.9 0) '� / ® 0 760 tc: 5 Min. CE 0.82� HOSE / G X 51.57 O J 0 I / TA-4: Q - �' 000 a '-�' AREA: 0.113 Acres 7 .73 // 35'R Oo000 TO PS MU TO PS MU / C: 0.9 ( °o/ �c// , / / tc: 5 Min. PROP. I- A c i h J / o ©TOP =D 38,0E=6 / ,[� \\ � ^ �� AREA: 0.282 Acres lI l/ , �� / 0 > 4"� MENU l �� N C: 0.9 12"� INV. IN=750.10 0� 15"0 INV. OUT=749.80 x 51.81 / \ 759 / N i Q OUT_I jV' BOA �' �„�; a � _ tc: 5 Min. / �/hh rj/ / i PLAYGROU 56. s X ,,\ - s . , 6 �59 .o% ° TA- 6: ' 7�0.,Sn �/ / > �' AREA N0 GRE oe \ AREA: 0.097 Acres / } / 1F' TA- X TRAPS a ° x ° / C: 0.9 tc: 5 Min. ®FLAGS 81QHOSE � STpPAGE \ •73' 2"0 COP ER Type "I<' O W � 52 05 / l VDH MON / �- / / ® I RESTROOMS d, WATER S VICE �-- _ F. I 75r/51 // -' Ex Cv 6 Cr WA vo F 756.40 4"0 PVC, SC 40 SAN / LK / 3 EX. DI-1 -> PROP. MH-1 TO PS MU I FX. ST E ° SEW. LATERAL 2.0§37. PROP. TOP = 752.72 © PROP. DI-3Q, L=8' / \ IP / m IP 756. 0 E,. C M2 PROP. MH-1 O / PROP. 14 x23" INV. IN=748.56 h , F. OR EX. TOP 751.42 TOP = 752,00 Iv 3$ 69'' 0 lz2 1 I 3 �onc. H'a/A- 1 O TOP = 756.25 & G 4"0 INV. IN=749.92 / 1 �, EX. 18"0 INV. OUT=748.56 15"0 INV. IN=749.00 15 14" x23" INV. OUT=748.88l25 'yF C'P �� ° / I PR I ° 1 4"0 INV. IN=749.92 TO S MU OP, \ ,'7 -! 8"0 INV. OUT=749. - IJP - / MECH. I ( 5e _�5$- © PROP. DI-3B, L=8' 18"0 Inv. Out = 744.04 75' F B \ RM• u _ - / TOP = 752.00 � r,Rl g? � '', / a \ 2"0 METER ASS � SON. SEW. LATERAL 15 0 INV. IN=749.00 co", Z ; ,, ° ti & M ER VAULT IS TO BE ABANDONED. I 14"x23" INV. OUT=748.88 F+ / PROP. VENT SF c. S Ex Conc 2.0j,R \ _ (THE EX. LATERAL SHALL / \ - \ +B / LINES �L m �j` / C PROP. DI-3B, L=6 7k 722.5\ PROPOSEDCMADN MANHOLE.) E / 155 / O TOP = 754.80 1 _� _ TUGHT '� , } END T.B. _ Q 1 TLIGHT ROP. F H. ASSY g �� �A�, \ �0 ------ -- - 7 // \ 15"0 INV. OUT750 9 80 / 1 -6"0 V & B O \ N' F rFk `� ,{- w EX. WATER SERVICE a \ / / U.S.G.S. I a\ �- Ex. Cps isiond 1-FIRE HYDRAN - "' �\ ��7F�ti�0 e, IS TO REMAIN AND // ,/ O PROP. DI-3B, L=6' _ s ' S �+q S I SHALL REMAIN IN 71 U = 65.76'-14 x BM A-2st v \ I �`. Cp $ 7H 7Yly\Ijo SE- O S / TOP 755.90 \ / 23 7� S0 \ )4 �g rto SERVICE THROUGHOUT Q /' ( / 12"0 INV. IN=751.10 Elev.=751§63 I N © ,F` R F S 6 2 / RICER ®0.50% / l O 9 011 THE CONSTRUCTION o S / 12"0 INV. OUT=750.90 Con 1 5 A \ F \ 76) ye PROCESS.Az� / s ��T�g80 �, ° srpa ems, o TP AGO �� PROP. DI-1 SIGN J\ +< wq 6� Sq �� ��Ok SS �e O TOP = 755.90 ��� I �� �� P �FiQ V N ���7 R S �r \ 3 /� ROP. 2' C 7� <0, �Q 7 / /�. / 12"0 INV. OUT=751.90 GAS LItN� �, TO PS MU �0 Ex. DI'.l. Pro MH 1, SIGN i " 1 �55 7ti �' J'0� < 3�/ �/ l , Ex. Top = 751.42 75 R \ Ex C Prop. Top - 752.72 VDH MON _ os �S7pnd ', �I \�, 6y O / / O PROP_ DI-3B, L=8' Prop. 14"x23 ,l v. In=748.56` ,, s 7 7�' g9' \ ' / TOP = 750.40 eQ x. ►MW / 15"0 INV. IN=745.55 / Ex. 18"m Inv. Dui=748.56 „ ;h x �J'I 7 _88'4 3 / 27 06' SF jj \ ,-- 15"0 INV. OUT=745.40 75 / -moo ps ° 1-�s a - - Qv - - - © PROP. DI-3B, L=8' ��ne _t \ E 6. ugG; EX. 6" W TOP 750.75 _ _° & T.B. a, 1 5'0 INV. IN=746.75 Ex. Goso sf/ � G / � Ex -HE- �u 7_ _ t v� Volvo _ ll / G Cu ! --- - \ `� - - �} SF--*D�t- h 752 9` / =f 7- V ov �. 7- -, -- -754 - - �`-- - - - -- - -� Ex. Sign --- _ _ ----------r EX SAN SEW MAIN 1 1 J -- �.q-c E,r 0;�c � � --,.. ,< r J° ' N7�19,04, BEN TB Ex. Ex. Sign 'N `- _ �11�� ��„' �`�_ \ Entry / / 1 1 W ,h 5.00' OEx. Son. Sew. MH nc �, a ° 0 T 7 4.1 _- SF ,��2.9s � _ N89 34 03 W 89.49' oP 6 ` �`------- ------ ---d �.--- �` - DH M N_----- / - 749"p �ot.Out=I746.5658 ! Al REMOVE PLUG -752 II I & BEGIN W IPF �753 0 �� \ � a a �1 -- - - - I MAIN CONST �T ` -- 751 I \ / (Approx. Location) cl1 \� Ex. Gas Line EX. FH 753 16 A i 4" plo-hp Ex. Conn En tronce - - 752.97 El DI '-- (VARIABLE J TE 277 75' - _---�\ _ �-� TOP=746.14 WipPIKE R (Approx. Location � THx. Gas Line - 0 w 2 4RPD stl. 20 0 20 60 Scale 1" - 20 ft J O Z O z:Z O � CL o� vN Q Z L.LJ C'�Z> Z p CLLJ p Y N U W W 0 Q C7 Z QZ 0 H- m � � o z z Q W 0 W C ~ U O � Q Q ci z:Z W o 0 Q W _Y a � OU ZLei_ F- U Y Q >< LL_ n LLJ W W (/l � =:) N V---Od Z = an 5 LLJ F- Cr -0 L (n U W C o C1. O w L J O d 4 nIL 0 Ln Ln U) N I I N N U � � O (D (1) .0 00 tz-A m 4 O U C N -C N x U tn o� �� Q a �'16PLTH OF D TIMOT PAINTER a No. 18260 V INo��sS10NA L SURVEY: C. I.: RITCHIE 1' SURVEYS DRAWN: JOB NO.: TGP 9603016 SCALE: DATE: 1 "=20.0' 03-05-97 SHEET: 4 /7 AYLOR ROAD STORM SEWER PROFILE SCALES: (H) 1" =50.0' F (V)1"5.0' T cc 760 001 t� 760 w � z o � 755 I 755 PRCPOSED GRADE X ING GRADE 750 - 750 EX. FENCE / / ROUTE 647 745 745 PROP. 5 4'-15"0 RC STORM SEWER ® 2.00% 740 1 740 PROP. 80.00' 15"0 RCP STORM SEWER ® 1.89% 00 00 J J m �� m I U-) cn w O �• � � I I d. . Jrn Y O OY OZO �- OLnZ ch r - a �Z d Z Ln Z II 00 > CO in � aQ + Z coo + � - Ln - + I-- In r- 10+00 11 +00 12+00 concrete pad 1'-6" sq. x 6" screw type - adoistabie valve bat 36" min. locator peg valve megallsp megaluigs to main megakK tlxusot 18" to 24" _ block 8"x 8"x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 1.- r mrinwn " madMne searr•ar bait �FITTMIO VOLUME OF THRUST BLOCK IN CU. YD. SIZE 11-114' 1 22-1l2' 1 45' 1.3 Er 1.1 2.3 wench. ilr 12 3.7 12' - 12 2A 6.5 rs' 14' 0.6 1.7 3A 7A TYPI= SECTION 16, 0.9 2.3 6.1 lr 1.2 4.6 .. 20' 2�derwwa hm+d saaanwtbn 78 � -D' . 12 sin. for 10' saw anraNsr pipe L_ W urn. for 1r lieu 20- me dart 0aiow for A. B. C d nWwwm CONCRETE DomENe OMS FOR HORIZONTAL THRUST BLOCKS Pipe Dla hkW, Wye* A Teen 11 114' end 22 1l2' Bends 45' and flip' Belch A 8 C A B C A B C e' Tcr fir 1'-r ow ow v'•a' 1'S fr•r 1'-0" r 1'-r 0'r 1'4r fir I ir4r o r T4' fir 2r fir 1'4r Vr 7J' 1*4r (r4r 1'4' 1'-r fir 24' tr 1,-w v4' 2r 1,-r 14' 1'r 2-0' v-r 3r-o' 14, r4r 1'-0' i 74' 1,,r 1'-tr yr 2r v4r 4.4" Ifs' 7J' Il r S4* 1 •r V-T 2 -W 7r V-W C4' 1a" 74 V�r Sr 1'4' 1'3' 74r 340' 1r�' 4'4" 20' 74r 1'r 4•4r 1--r 1-4-70 3�' 1'r CONCRETE THRUST BLOCKING FQUM 2 8" STORM SEWER PROFILE SCALES: (H) 1" =50.0' A B C (V)1"=5.0' D E 760 760 EXISTING GRADE— PROPCSED GRADE i 755 755 EX. 115'- — 18"0 CM 750 - 750 PR P. 64.0 '-12"O RC — — STORM SEWER ® 1.25% ROP. 38.6 '-15"D RC PROP. 9 .49' 12"0 RCP 745 TORM SEWER ® 2.00% STORM EWER ® 0,8 % 745 PROP. 65.76'-23" 14 " RCEP STORM SEWER ® .50 740 740 N � cD II a_ co ' (00 � II 00 J rm w r� IIZ� O O 0 ao �d o rn '-0 —00 II �j I 0r` �r- I U-)TI r- d O1- x Z (O OZ Z - OZ O - OZ O - O OQ X LLJ = ; O - CN Co (T Ln> > O� Ln> O 0o c0 UZ - LnZ Z (-, - - LnZ Z (\ - - L0 LnZ r- - 0cL OOO a- — II.SX II�� Ilia IIG O C' 0' X ton.- CD - Q ifs 4 0-: - Q N Ln a-- - Q 2V N LnI1n c0 Q N +IZa- w .+��- +ter '--- F-.-� +l' - 10+00 11 +00 12+00 13+00 24' cWO* cOrnpWad Ileiect be" 0-14 1XMI1 \ L s' storm aggregate STANDARD repave to 1-12 times saw cut to be made at °^��thicimesstime of replacemerlt r 6" TRENCH & BEDDING Figure 1 entwe trench to be om pacted 21-A thnM block I SANITARY SEWER PROFILE SCALES: (H) 1" =50.0' M1 (V) 1" = 5.0' M2 z O U 1- rd �W = � 0 3 760 w 760 EXISTING GRADE 755 - - - - 755 EX. 6" WL 750 0 750 745 " _ I 745 PROP. I145 95'-8"V PVC SANIT RY SEWER 2.06% 740 CORE D I L EX. MAN OLE AND 740 INSTALL OT & PR P. SAN. LATJ cD I` 00 `n w cD cD U) r- Z N N Z II II Z II ZQ Q C rnrnrn �• Q � x (0-» •- ZZ O Cy- NZZD 0 0 - -G II q- it 00- U r-ZZZ O 0 CLO p(YXX Ln e + I- 0- ILJ W d 00 10+00 11 +00 WATER LINE PROFILE SCALES: (H) 1" =50.0' (V) 1" = 5.0' 760 760 EXISTING ORADE F H. ASSY. 755 755 _ HIGH POINT OF PIPE 36" MIN. CLEAR 750 750 PROP. 6"o 0 PROP. 6"0 PVC, SDR 21 WATER NIAIN 745 SAN. SEW. 745 744 740 ~ M a- o Q Z C) N Li m Q X ir7 z m (n Cn t1 O m N U C4 O x IJ Z 9 N N Q U = w Q > CD 9 Q -J tL w �(0 x LIZ O � ch 0_ a- 3 o OZ � O ¢ O O 000 O 0o WQ' O rn (N 'n N r` r1) + M 0- + + + + 10+00 11 +00 top of manhole al grads in pavwnere areas wAsas otherwise directed . 1 r r atltaale said pad r Ihtidt- op stag be so it rran above grads in saseme n areas w�; �: •, QO* ;; '• oontracsor w groin manhole 6" die. ecdtedlyde 40 mwr in PAW. 3' Steel pipe fBad VM 4 bogs (314' (to.) ooncrete and pawftd •1- yelbw 7 I adlaist nngs (11' max) : Pr t e` alit. " O 1' r 0 —fir max conlcroA 001101 AS;T1MC-150 4000 par t' or tr (tip.) wddlr w0 DOLLARD DETAIL 11 301 app+sd � oboe PM old an *senor ads Of PM g Pao we w ba lad $sa velar -0- 11f10 pago"r.t w —T safer maw direction of srfft to be approved poor to installation 1 as n 1 2' min. - 6' stone to be mawnum of 6- above top of base �: �rrwge1up ---N ooncrele pad 1'-6' sq. x 6" deep FIRE HYDRANT ASSEMBLY Figure 9 screw type adjustable valve box i t vadabli I.D. —Pipe w malpml* '"`� OO/e1s0�0a11D ba by fladbla alaaira irareet rdlelwl,to psolAda� :' e111001h 1landaibn in w Out. - ' .' .' T-w Ron. tar a1 connections -tr rout "• ;,i ----• lop of bench -wall prRR b0aarn d ntaldgl* 10 to" m dlenmM • „ ;i+ iii :�: 'x �r '.� �: ,:�; �ihri::`�i'ir . seers siev as - iiir • ;" ,' :''!`�: "'� ;� r ;•.+i t'se tip ..tr:.},: r • i :,.,, top of pips s r , 4 - Q owns . bcalor peg -' NOTES 1 Man hoia *scions duN have an exkwnal ooaeng of approved blVrnessc waw proofing prior llo irslaNabon 2 0 fat nir wa elavaoon swesds two vachvs use Omerale adwtnsm rings weh a exlanor coaling of bNnanasl c wow pmdng 3 Rmd dope adM wwo of manhole harts may be by *Caro* and non-ww* grout 4 Skdd pad to be pieced around manhoias locaNd in snouldan of rade 5 Rat lop cauenp " be used on shalloer mw*xjs f6 f1 Or teoe) MWAIlls Ions maGhanic ll0" swiw tee wo 6' branch STANDARD MANHOLE Fiplwe 12 ewt in plsoe am= dears oesww in wp silwndwd Nal top kar 4' dimlw nnr*sfte4 r- Ir*e wait el popoarlr ire r---------- --- 1 ------ ------ T nw section fw C &w w1el modak oadwP boa j w* cvtaAs 27" I Ford FC�M77HC-156 7 " K csPpor i l � btu, Fes) er M^9 i� is+ds I I from man to I i cwb stop) I I I - I I l l i r 1 it bd v** curb ends. wih t pbe told nwNart Made ,on ollaoro* WA wresr reeolaan sear ft *toss Md�9 s Ir t in Iris-h4iae R O II -'jIf J� s Jff ccae door - Nddq erode SitJOJO, IF ar gpowd egnl TL, in troft ereo 24' r N k+aM Iuly occur dos - Noidor model 02124, or or rgprored ugnrol 1 a_ 3 w:;1(: � 1 V7 and 7 METIER MSTALLITION flora 8 Amended April, 199E Ica ;n z w � z a O u �• r CL U w U a W 3 p w 5 w 0% o Q � p o z J Z IQ- O W Q v c� cn Z J Y Li � O W � a- Cy- 0 Z_ 3 Q 0 W Z Q V a Z v Z C:)W G U Q Cr- �� LCJa_—j a> (n w (.D Q W ?- 0=U-F—H- UQ Y � (/)CD U x �/ LL-LLJ � W L CD v— W (n Cy- N Z = 13- w = r O Q m M = n � N W w Z Q C1- O Lj O CY d �i NLTH OF k U I IMO l ll I G. PAINTER CR 9 No. 18260 OA (o ( 1197 S -IONAL SURV -Y: C. I.: RITCH E N/A SURVEYS DRAWIJ: JOB NO.: JDJ 9603016 SCALE: DATE: AS S�CWN 03-05-97 SHEE-: 5 /7 DUR-O-WALL HORIZ. RONF. BRICK 'k BLOCK #5 BAR VERT. 3' DIA. GALV. STL. GATE POST CONC. FILLED AND CAPPED ANCHORED IN FTG. 24' DEEP. GATE FACING PANEL OF 12* PLYWD. TEX RE 1-11. FINISH TO MATCH BUILDING. 2-1/2' SQUARE GALV. STLTUBING. 3/16- WALL GATE FRAME W/ DIAG. BRACING PART. PLAN 0 GATE N.T.S. NOTES: BRICK FACING TO MATCH BUILDING ON 4' CONC. BLOCK WALL SEE SECTION "A -A" FOR DETAILS. 2. 6- CONC. SLAB W/6"X6- W2.9XW2.9 W.W.F. 3. TYP. WALL FTG. 10"X16' CONT. W/2#5 BOT, REINF. 4. 6' CONC. APRON W/#4 BARS 16' O.C. BOTH WAYS. 5. FOR SLAB FINISHED GRADES, SEE GRADING PLAN. 6. ALL STEEL FINISHES ARE TO BE PAINTED TO MATCH METAL SURFACES ON BUILDING. 7. ALL WOOD FOR GATES IS TO BE THRU-BOLTED TO TUBE FRAME WITH 3/8" GALV. BOLTS AND HARDWARE. 1 2" 2-1/2"X 2-1/2' STL TUBE GATE FRAME 1' I.D. STLPIPE 12" LG. 1-1/2-X 1-1/2-X 3/16"X 12" LG. STL. ANGLE WELD ALL AROUND N - CENTERUNE OF STRUCTURE - PROVIDE DROP ROD 3/4.0 30' LONG AT EACH GATE FRAME DET. ONE BRICK COURSE AS 4" CONC. CAP OR AS CODE REQUIRES - �y BLOCK WALL FILL CELLS DUR-O-WALL HORIZ. W/ CONC. RONF.-ALTERNATE COURSES OF BLOCK AND UNDER CAP. - #4 VERT. T 2'-B' 1 O.C. 4 DOWEL T 2'-8- aa o O.C. I w �u 00 12" Boo 3' W M d — o 11 is s. is 000 3' 13' 5 l,l7NT. 1'-4' TYP. SECTION 'A -A' N.T.S. WALK AS SPECIFIED ED RAMP 03 RECOM. I TOGBEOFLUSH CLEAR HAND AIL W/PARKING II 11 11 LOT SURFACE II II II " 4THICK 1 II y------ J L ---_---__--- I THICKENED EDGE FTG. ELEVATION A SECTION "B-B" ,.. NOTE:HANDRAIL TO BE D- o I•�;.... INSTALLED ONLY IF c(n I' REQUIRED BY LOCAL CODE. x I NOTE:RAMP TO CONTAIN 6"X6" W1.4XW1.4 W.W.F. N I EXTENDING INTO FOOTING. RAMP TO BE STAINED BLUE AND I HAVE A ROUGH BROOM FINISH. A B1 A 1:10 MAX. SLOPE �6" A.D.A. MI�. 1:10 MAX. SLOPE (60 RECOMMENDED) CONC. RAMP -INTERNAL N.T,S. JULY 15, 1992 2-1/2'X2-1/2' STL 1/2' TUBE STIFFNER SPACE so 4-X 2-X 1 /4- j ( STL. ANGLE 3' LG. I\ I TIE TO WALL W/ "' 3/4- LAG BOLT to 4' LG., WELD M ALL AROUND SPLIT -FACE BLOCK ' GATE POST. TO MATCH BOTTOM COLOR a STYLE — 2 1/2' ON PROP BLDG. 3" Ell " U") BOTH SIDES 4' of °O ALL of I AROUND l - 6'X6-X1/8" - - GUSSET PLATE 3' DIA. o INSIDE ONLY PROVIDE DROP I ALL FOUR ROD 3 4.0 30- LG r` CORNERS (TYP) AT EACH GATE WELD ALL N SEE DETAIL TOP OF SLAB I ( AROUND Look) PART.GATE SECTION N.T.S. GATE ELEV. 1 V_d" 13'-4' IYrY'1 1 '1 Y Y Y 1 II I 1� it 1� 1� Swifelf �1 li �1 II �1 16 =J zsw 8' d TYP. WALL - - - - - FOOTING A fl i I 16' A I CONC. SLAB W/ 6-X6' W1.4XW1.4 I W.W.F. (TYP) I IADD 2 #5 I (BARS IN ENTRANCE ( 1 /4so SAW I j JOINT I I • p 0" h r� ALT. WALL PLAN V N.T.S. ALT. FOUND. VPLAN REFER TO SITE PLAN FOR APPLICABLE ALTERNATE CONFIGURATION. SEE WALL & FOUNDATION PLANS FOR ADD'L INFO. AYLOR ROAD o i RIGHT TURNING LANE co TYPICAL SECTION N. T. S. C< ! O -I X EX. LANE (12'+/-) I I 1.5" SM-2A 4" BM-3 8" 21-B i I COMPACTED SUBGRADE I i DI - 3A - 3B - 3C 14. B SnoomDawel,keoppr0< 12"GC 10 be placed m sill o— odrocrnl on on oie of 8to,W bent Io Obufling concrete to prevent Nlllemenl oe on erred el J'.4" MIIeM Ltt •.,.led M orc/sorW ,edh j••1`sN/els�r CGetvoe,t.d E elya+sw 1 wtf contactors welded to bent deft E■parweim ,bent - of 2 • c - c j —BOc• of Sldewolh -k t1 W`e.w rj- y� i For defaiis or 1.1.1 Frame B Cover �"• ltw. 0 w'1Fr Sfe Std. e• 2` hen C ®L.wr.,e • N /r ' ' F alas e_ r. •r«•4 1� flee.." Type A Type 8 I L Saw <w <e.vcrw 1 t 1I ---- l e• t• -�I•I -- IN ew • hen i•••j—ttt�Ie i-�' wild 1—ow ha2'r-�}NOSE DETAILS �-A ------ A- Fad el� µ GMMr C,oce Corrno Jam Wrr« M e Key [owut b 1 her. Gat. GonnrN Joint• R kites If cerw+r"reee w Ileeew Colo. or oven tnregra, Cwo, ewf Gunn n re be prelrsM.11ee rtre10 PLAN fo ra. 6' Min . q'MO. -- OHnle This woo may be Sorllren, In which cdw the -00-k n Oft �p•lMA'arn--...-.-..-- w4 11 apply only to curb or cvb and gut or !• - hen E rl-r-•� r I -r t �2� - j e•� t ° SECTION 0-8 AI 8 — — --+, wed Cerwe". JWr A,rf.w«r eN O ^—— -----------——————— —— —— —— i 7 i" wwvw Gntar >•� I r hire I � Is" [ B Y • G 1 - 1 Or es' Divol 'lZ Type A rate delod shall be used ew s•I■epe• W.., war wish CG-3 ° CG-7 Sto.da,d, 2•- 3' Disol < __J FRONT ELEVATION Try. B nose detou &hall be used kh, � f-� we., Mel• (Win•. .wwewel with CG-2 8 CG1 Standards 0.2 ' •Ste. I Hardware Cloth ♦ 1 3 •dlometer reepnae ro De located 1 0 A et me evml the vwe, 1 f the ouffoll 1e d— wbbas. mw•riol Wee o pipe n nigher roan the Dalian j WSIe. an ,o Pe Of OW sffutrwe•Ihe nvdl of the 51—twe shall be shaped wIM CemMtl not ..•h 12. 12 Plastic hood.an - �- powMd .n•n H w 4- 4 Notts Slarrdab rveis may De consnac yea wrth canting ma too to prevent slund,19 or pondng of ashy n ilo thuct,, a TM cloth 1 mein r gavomud steel e. • • . 0' a e,tai•r cost 1a nvert fnnp�ng stall are ,nclutled ,n tare a �C! and for the snutlwt .uf plan O 03 into. Mmeer 4 mein fa tf. wren w• bmcr occadonce wlln lM detail, she— m _T find IT, SI-do•d Drawing DI-Mlt Mrd.ore cloth anchored firmly to r�—t, r--4 e` For dimenstane and auerillfW her Shown we floor 2pf 2 oW uee of elrycryn. -.-.---.--- --- --- -- SECTION A -A DI-3A DI-38 DI-3C f--L--1 II7 1•---. - L _.---1 h__—___.- C---__-.-_._--1 LAI t� e I I I N '- i I • � M I M 1 1 Fief i ;• 1- I 1. J 0_11 _ _' e A• •. e� _J FM aid" M &see F. wee fw red.• BSIh to M sywtaWoo 1pel when •e.dwd fin srw 1iw YYwI of w be ewes n asawdwiee ail■ slwtawd F1en 19-1 TM met d howe '"t ows II ee .0brssw The "H"dlmenston shown on the standards Colt vww.nw w me fIsol r w e. Molood i, 1"f Price W Sr "w w off a -White DETAIL WHEN USED spetopo0 pin the pens rut De ADJACENT TO CURB ettoaured from rM Overt of the out tall pipe 1D ate fq of The Nro ocl,s Pan en Le,rern d ffb11L1 011, v, fay seek, N e"elrn en eleM WITHOUT GUTTER $hcillMn a dal are ed by trio wlty far eSl from field purposes and the actual dlmenuons tloll he doer mlMd by rho COnira[far from held conditions. when nWitsel or wee w 4'-0' When, ►.c• •1 m11i 1e to e• showed to canloan nM..e l" te. ewe. Th. ir- ay b•.r•ceft w w., ,,, 0... Sheet I of 2 STANDARD CURB DROP INLET SPECIFICATION u H REFERENCE 12-30 PIPE MAXIMUM DEPTH (H)=8' 33 _ VIRGINIA QDYPARTMENT 302 104 09 _ TRANSPORTATION i 1 Tro wish eric ilkr r TYR GUARD POST 6' STL 8' 4'-0' PIPE FILLED W/ CONC. 1•, 5-0' ABOVE SLAB (2'-6- IMBEDMENT) 12'-8' L 00 WALL PLAN 6• 2' .�� I I -0• F isrCAD■ r — — — — — — — — — **-6' CONC. SLAB , o — — — — — — — — I / I W/ 6-X6'W1.4XW1.4 I % — ST 6• ( W.W.F. (TYP) I / g� PO � I I � (TYP)DEEP I ADD 2 BARS - - - - IN ENTRANCE o I 1/4' SAW I JOINT 14 HAIRPIN (TYP.) I I 6' CONC. I APRON SEE / i GEN. NO S) /� ------------L —------- —I � I TYP. WALL I , °D I FOOTING I `-' L------ —�--J .� FOUlOA= KM BRICK TRASH ENCLOSURE N.T.S. OCT. 15, 1989 W K J(Max.) DUMPSTER PAD DOUBLE LEAF GATE DETAIL N.T.S. GATE LEAF GATE LEAF �•--1/2 SPAN 1/2 SPAN—� s„ SCALLOP TOP OF FENCE, AS SHOWN. 2x6 TOP RAIL 1"x6" FACE BOARD, TOE NAIL EA. 1%6' W/ 2-8d (EA. RAIL) _ fo x 6 RAIL 8'-4x4 POST • 8' CC 1 1111 1 it If--- 2xe BOTTOM. RAIL ATTACH RAILS TO POST PROP. GRADE W/3-10d(EA. RAIL) I I I I III I 1 1 1 12' DIA. POST HOLE, I I ri FILL W/CONC. 1A NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALLHARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE BUILDING k PARKING AREA. B . . NOTES \� Shapingof manhole and rilef Inverts in occordonce with this drawing• 9lape b can to vwen of erne owe is to apply to those sf ruclures speuhed on pions or whcr. ,nvert of pipe Is above invert of structure a // AlarMtals a drop fnlef Is to be fwmad and constructed m occordonce with applicable standard a special drawing The invert shaping of detailed hereon is to consist of a. Portia d Chiron Concrete mix conforming to Class A 3 or Class Cl except that 25% of coarse aggregate may be up a ° ,�� '"' ,; to 4•romix ,n diameter and consist of slolo, Woken Wick, Woken concrete, I or oeen reu M a Wh blocs. Tsurfosnot) Letmootn by means of hard +ro.Nhng None of rhocooru opgragwe snml roman exoosad. Detods of nvert $hoping as shown hereon are for example purposes only Foch manhole or drop inlet rs to be shaped ad —dually to best fit the • • • • • particular Inlet and outlet configuration and flow lines PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE 8INLET INVERTS 302 - VIRGINIA DEPARTMENT TRANSPORTATION 10608 6' 4 LB/FT 'U' CHANNEL (GALVANIZED) z 8 c0 ci 1 1 /4• I d 3 1 2' POST SECTION SIDEWALK N.T.S OR FIN. GRADE SIGN NUT AND LOCK WASHER CONCRETE • 5/16" MACHINE SCREW OR BOLT POST MOUNTING N.T.S. SIGN POST W ACCESSIBILITY SYMBOL k "VAN ACCESSIBLE' SIGN MOUNTED BELOW. - INTERIOR N.T.S. PARKING ONLY PARTIAL ELEVATION N.T.S. SIGN POST WITH ACCESSIBILITY SYMBOL FACE OF WALK R D AMP. SEE - ETAIL 1 / ALTERNATE EXTERIOR y RAMP. SEE O DETAIL 9 " PAINTED STRIPING a '-6" O.C. AT 45' 4 FRONT OF RAMP o YELLOW REFLECTIVE) PAVEMENT MAXIMUM w SLOPE 2% IN ALL DIRECTIONS. 96' MIN. PER ADA 96' 6' MIN. PER ADA MIDI. MR A.U.A. LOCAL CODE LOCAL CODE OPTIONAL HANDICAP PARKING STALL DETAIL N.T.S. AUG. 5,1994 i STONE CONSTRUCTION ENTRANCE j 1 70' hate EXISTING RA VEIEN A S:1 rn TER cleft r wet A \ ?CUNTADLE BERM I OP TTONAL I SIDE ELEVATION -��i,!;',�!i����,.a�i��i • OW �yf�,►�r`���� raw OR CURB NATIONAL STANDARD ACCESSIBILITY SYMBOL PAINTED ON PAVEMENT. (YELLOW REFLECTIVE) 01 I ---1 sl.q one to be provided when H is 4`O0 Or greater NOTES Fa details see Srd ST-I 4-2'- 2'- T- ;>F j 3'Dw, Weep hale MG4yrwm depth IH) to be IC'. For greater depth use r - standard 01-IA a z s • 12e inn. When specifwd on plum the Inver I if b be shaped $ a in accordance with rd Stoold Plan I$- I Tfr coal of N o — 4' death Ape furnishing and pbUng cot materials i ncedeidal to to ^I A A A H e f: c I M 88 0788'�arr shaping is to be included in The price bid for the drop ' IZ' 12-15"- fs Ct 24' �nk1 complete. This Item mOy be D'ecasl of Cost in place �. Ail cost in place coo.; ate to be Class A 3 For precast � See Sheet 10303 Ly„ J_. • The "H"dimension shorn on to Standards and spec cited A On the plans will be measured from the irrverl of Me out - SECTION A -A felt pipe tome top of the structure Plon Wdimensions • are approximate oily for esflrralinq purposes and the �92'-7"—92 octuot dnrontwom shall be determined by 94 Contractor •.-------4'-2"— from field conditions PLAN e 4 a 8"Sm Alin Dowel, B opproA I'- CONCRETE QUANTITIES FOR MIN DEPTH t 1M bottwrionom f t e, t u i IM a .,e ape a rger aim I Groh Ramove0l C- C to be 1 aced in all areas od�ocent Re poltom of the ttruciw, IM rlrM d Rta strietun I' Weep hole with 12"K 12" plastic hardware to obuttii4 ancrete to prevent 12 conc.ppe- le4p Cu YO► Cortcrele shall be shaped wain grilere marlo b praran' ilandry clash v4' meth or galvanized steel wire, teltlemen� 13 conc-pq - 1328 Cu Yfi Concrete a patdlq d Water n the structuw. The cat for mmrm,rrt wre d1a O 03 inch, number 4 In lieu d do.ele o 2'x4 no" may be 18" cart pipe - 1620 Cu Yde Concrete M I eta t✓MI M nduded n eta arch Gil for mesh hardware troth anchored firmly to provided. $ , SlaldOrd T Of 3, 4 24 cmc pipe - 1.817 Cu. Yde. /yrlCrele The ;tructin outside of structure Add 0� 460 Cu.Ttle. per additional foot d dOlk alternate d.sian SECTION STEELSECTION CAST IRp, _ _ 2'-6"- NOTES 10-4"long I}-�Lugf lot I One welded Lcost with colic DDD D D D D D DD D D Phi,, �1 ------ --- I� I n o n in n C a Any alting the methods of a Engineer, �IUItU11 II111111I111i1 C mwfng the approval of IM Engineer, Optional Of be substituted to the cost ,run Wet0 eS.elbs. 66I3 IDs f' Block fibs _ O Q a !ugf as shown hereon. ail cOnroctOrt hd,delg Including fH •L b Calla � r.onrtedpa W gs vSTEEL 13r CAST s . 4' Shy° SRe.r IRON } . it t 4" lip r„ COMletlart-._ I �• -+ SECTION C-C } SECTION B 0 •2APPROXIMATE WEIGHT DIMENSIONS FIR Cotl Iron CAST IRON OKAY Grate 363 ! Iki IIA DETAILS OF COLLAR AND GRATE C SPECIFICATION SIANDARD DROP INLET REFERENCE I?'- PIPE MAXIMUM DEPTH (H)=10' 233 \'IRGINIA DEPARTMENT 302 104 01 -, - TRANSPORTATION CONSTRUCTION OF A SILT FENCE' (WITHOUT WIRE SUPPORT) I SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPF: AIANC THE LINE OF STAKES fi'IAAx. reoi 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH i FLOW SHEET FLOW INSTALIATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT W DRAINAGEWAY INSTALLA'rION (FRONT ELEVATION) GRAVEL CURD INLET rSEDIMEN7' I"IL TER GRAVEL f,LTER' L._-ta•_�i RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT / •e i FT NC CORETE (`UTTER -J IF _ 1 Y �- CURB MET SPECIFIC APPUCA11ON THIS METHOD OF INLET PROTECTION IS APPLICABLE. AT CURB INLETS WHERE, PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY 'TO CAUSE. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS GRAVEL SHALL RE VDOT 03. 0357 OR 5 COARSE AGGREGATE- GRAVEL AND WIRE MESII DROP INLET SEDIMENT FILTER t eiej•Z�t?,+' I•a�w w �.� wr alp at. �•-__. _... I t SPECIFIC APPLICATION GRAVEL•(12"MIN. DEPTH) t • -- 11 WIRE MESH FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, HUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS GRAVEL. SHALL BE VDOT N3, #357 OR M5 COARSE AGGREGATE DROP UK NASAIUM timis OF CIIARMO NID Mist" - }`.M �N i'ROPOSED nPAUNG- isso w W. E DIePERrE IS LESS IWN 5' ft. CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES ■1 � 2 w � CL o U U U) �w U z w (D a 3 W > w r` C) O - I Z 0 C J car DO � Q � Z Z ZV O Y La � Z � _O N Z O w FZI m W U H Z Q 0 W 0O Z U \_ a C) LLA — Q W J C N t ^ La }.. t~ ~ C,UYwiew.,Be _U Uj Z v�W N�NZ2 vow, O LAJ 0 WLLJ CL N w j Q O o � D_ d d f� N 0) y0 � In Ln (n c,4 1 1 N N U 0 (� 0 00 v co °' In Ln O > 0 L L a 0 0 0 v 3 L1_ Q a 4�Aj,TH OF j TuOW . PAINU No. 18260 SSjONAL SURVEY: C. I.: RITCHIE N/ SURVEYS DRAWN: JOB NO.: TGP 9603016 SCALE: DATE: N/A 03-05-97 SHEET: 6 /7 MIDI. MR A.U.A. LOCAL CODE LOCAL CODE OPTIONAL HANDICAP PARKING STALL DETAIL N.T.S. AUG. 5,1994 i STONE CONSTRUCTION ENTRANCE j 1 70' hate EXISTING RA VEIEN A S:1 rn TER cleft r wet A \ ?CUNTADLE BERM I OP TTONAL I SIDE ELEVATION -��i,!;',�!i����,.a�i��i • OW �yf�,►�r`���� raw OR CURB NATIONAL STANDARD ACCESSIBILITY SYMBOL PAINTED ON PAVEMENT. (YELLOW REFLECTIVE) 01 I ---1 sl.q one to be provided when H is 4`O0 Or greater NOTES Fa details see Srd ST-I 4-2'- 2'- T- ;>F j 3'Dw, Weep hale MG4yrwm depth IH) to be IC'. For greater depth use r - standard 01-IA a z s • 12e inn. When specifwd on plum the Inver I if b be shaped $ a in accordance with rd Stoold Plan I$- I Tfr coal of N o — 4' death Ape furnishing and pbUng cot materials i ncedeidal to to ^I A A A H e f: c I M 88 0788'�arr shaping is to be included in The price bid for the drop ' IZ' 12-15"- fs Ct 24' �nk1 complete. This Item mOy be D'ecasl of Cost in place �. Ail cost in place coo.; ate to be Class A 3 For precast � See Sheet 10303 Ly„ J_. • The "H"dimension shorn on to Standards and spec cited A On the plans will be measured from the irrverl of Me out - SECTION A -A felt pipe tome top of the structure Plon Wdimensions • are approximate oily for esflrralinq purposes and the �92'-7"—92 octuot dnrontwom shall be determined by 94 Contractor •.-------4'-2"— from field conditions PLAN e 4 a 8"Sm Alin Dowel, B opproA I'- CONCRETE QUANTITIES FOR MIN DEPTH t 1M bottwrionom f t e, t u i IM a .,e ape a rger aim I Groh Ramove0l C- C to be 1 aced in all areas od�ocent Re poltom of the ttruciw, IM rlrM d Rta strietun I' Weep hole with 12"K 12" plastic hardware to obuttii4 ancrete to prevent 12 conc.ppe- le4p Cu YO► Cortcrele shall be shaped wain grilere marlo b praran' ilandry clash v4' meth or galvanized steel wire, teltlemen� 13 conc-pq - 1328 Cu Yfi Concrete a patdlq d Water n the structuw. The cat for mmrm,rrt wre d1a O 03 inch, number 4 In lieu d do.ele o 2'x4 no" may be 18" cart pipe - 1620 Cu Yde Concrete M I eta t✓MI M nduded n eta arch Gil for mesh hardware troth anchored firmly to provided. $ , SlaldOrd T Of 3, 4 24 cmc pipe - 1.817 Cu. Yde. /yrlCrele The ;tructin outside of structure Add 0� 460 Cu.Ttle. per additional foot d dOlk alternate d.sian SECTION STEELSECTION CAST IRp, _ _ 2'-6"- NOTES 10-4"long I}-�Lugf lot I One welded Lcost with colic DDD D D D D D DD D D Phi,, �1 ------ --- I� I n o n in n C a Any alting the methods of a Engineer, �IUItU11 II111111I111i1 C mwfng the approval of IM Engineer, Optional Of be substituted to the cost ,run Wet0 eS.elbs. 66I3 IDs f' Block fibs _ O Q a !ugf as shown hereon. ail cOnroctOrt hd,delg Including fH •L b Calla � r.onrtedpa W gs vSTEEL 13r CAST s . 4' Shy° SRe.r IRON } . it t 4" lip r„ COMletlart-._ I �• -+ SECTION C-C } SECTION B 0 •2APPROXIMATE WEIGHT DIMENSIONS FIR Cotl Iron CAST IRON OKAY Grate 363 ! Iki IIA DETAILS OF COLLAR AND GRATE C SPECIFICATION SIANDARD DROP INLET REFERENCE I?'- PIPE MAXIMUM DEPTH (H)=10' 233 \'IRGINIA DEPARTMENT 302 104 01 -, - TRANSPORTATION CONSTRUCTION OF A SILT FENCE' (WITHOUT WIRE SUPPORT) I SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPF: AIANC THE LINE OF STAKES fi'IAAx. reoi 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH i FLOW SHEET FLOW INSTALIATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT W DRAINAGEWAY INSTALLA'rION (FRONT ELEVATION) GRAVEL CURD INLET rSEDIMEN7' I"IL TER GRAVEL f,LTER' L._-ta•_�i RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT / •e i FT NC CORETE (`UTTER -J IF _ 1 Y �- CURB MET SPECIFIC APPUCA11ON THIS METHOD OF INLET PROTECTION IS APPLICABLE. AT CURB INLETS WHERE, PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY 'TO CAUSE. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS GRAVEL SHALL RE VDOT 03. 0357 OR 5 COARSE AGGREGATE- GRAVEL AND WIRE MESII DROP INLET SEDIMENT FILTER t eiej•Z�t?,+' I•a�w w �.� wr alp at. �•-__. _... I t SPECIFIC APPLICATION GRAVEL•(12"MIN. DEPTH) t • -- 11 WIRE MESH FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, HUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS GRAVEL. SHALL BE VDOT N3, #357 OR M5 COARSE AGGREGATE DROP UK NASAIUM timis OF CIIARMO NID Mist" - }`.M �N i'ROPOSED nPAUNG- isso w W. E DIePERrE IS LESS IWN 5' ft. CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES ■1 � 2 w � CL o U U U) �w U z w (D a 3 W > w r` C) O - I Z 0 C J car DO � Q � Z Z ZV O Y La � Z � _O N Z O w FZI m W U H Z Q 0 W 0O Z U \_ a C) LLA — Q W J C N t ^ La }.. t~ ~ C,UYwiew.,Be _U Uj Z v�W N�NZ2 vow, O LAJ 0 WLLJ CL N w j Q O o � D_ d d f� N 0) y0 � In Ln (n c,4 1 1 N N U 0 (� 0 00 v co °' In Ln O > 0 L L a 0 0 0 v 3 L1_ Q a 4�Aj,TH OF j TuOW . PAINU No. 18260 SSjONAL SURVEY: C. I.: RITCHIE N/ SURVEYS DRAWN: JOB NO.: TGP 9603016 SCALE: DATE: N/A 03-05-97 SHEET: 6 /7 OR CURB NATIONAL STANDARD ACCESSIBILITY SYMBOL PAINTED ON PAVEMENT. (YELLOW REFLECTIVE) 01 I ---1 sl.q one to be provided when H is 4`O0 Or greater NOTES Fa details see Srd ST-I 4-2'- 2'- T- ;>F j 3'Dw, Weep hale MG4yrwm depth IH) to be IC'. For greater depth use r - standard 01-IA a z s • 12e inn. When specifwd on plum the Inver I if b be shaped $ a in accordance with rd Stoold Plan I$- I Tfr coal of N o — 4' death Ape furnishing and pbUng cot materials i ncedeidal to to ^I A A A H e f: c I M 88 0788'�arr shaping is to be included in The price bid for the drop ' IZ' 12-15"- fs Ct 24' �nk1 complete. This Item mOy be D'ecasl of Cost in place �. Ail cost in place coo.; ate to be Class A 3 For precast � See Sheet 10303 Ly„ J_. • The "H"dimension shorn on to Standards and spec cited A On the plans will be measured from the irrverl of Me out - SECTION A -A felt pipe tome top of the structure Plon Wdimensions • are approximate oily for esflrralinq purposes and the �92'-7"—92 octuot dnrontwom shall be determined by 94 Contractor •.-------4'-2"— from field conditions PLAN e 4 a 8"Sm Alin Dowel, B opproA I'- CONCRETE QUANTITIES FOR MIN DEPTH t 1M bottwrionom f t e, t u i IM a .,e ape a rger aim I Groh Ramove0l C- C to be 1 aced in all areas od�ocent Re poltom of the ttruciw, IM rlrM d Rta strietun I' Weep hole with 12"K 12" plastic hardware to obuttii4 ancrete to prevent 12 conc.ppe- le4p Cu YO► Cortcrele shall be shaped wain grilere marlo b praran' ilandry clash v4' meth or galvanized steel wire, teltlemen� 13 conc-pq - 1328 Cu Yfi Concrete a patdlq d Water n the structuw. The cat for mmrm,rrt wre d1a O 03 inch, number 4 In lieu d do.ele o 2'x4 no" may be 18" cart pipe - 1620 Cu Yde Concrete M I eta t✓MI M nduded n eta arch Gil for mesh hardware troth anchored firmly to provided. $ , SlaldOrd T Of 3, 4 24 cmc pipe - 1.817 Cu. Yde. /yrlCrele The ;tructin outside of structure Add 0� 460 Cu.Ttle. per additional foot d dOlk alternate d.sian SECTION STEELSECTION CAST IRp, _ _ 2'-6"- NOTES 10-4"long I}-�Lugf lot I One welded Lcost with colic DDD D D D D D DD D D Phi,, �1 ------ --- I� I n o n in n C a Any alting the methods of a Engineer, �IUItU11 II111111I111i1 C mwfng the approval of IM Engineer, Optional Of be substituted to the cost ,run Wet0 eS.elbs. 66I3 IDs f' Block fibs _ O Q a !ugf as shown hereon. ail cOnroctOrt hd,delg Including fH •L b Calla � r.onrtedpa W gs vSTEEL 13r CAST s . 4' Shy° SRe.r IRON } . it t 4" lip r„ COMletlart-._ I �• -+ SECTION C-C } SECTION B 0 •2APPROXIMATE WEIGHT DIMENSIONS FIR Cotl Iron CAST IRON OKAY Grate 363 ! Iki IIA DETAILS OF COLLAR AND GRATE C SPECIFICATION SIANDARD DROP INLET REFERENCE I?'- PIPE MAXIMUM DEPTH (H)=10' 233 \'IRGINIA DEPARTMENT 302 104 01 -, - TRANSPORTATION CONSTRUCTION OF A SILT FENCE' (WITHOUT WIRE SUPPORT) I SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPF: AIANC THE LINE OF STAKES fi'IAAx. reoi 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH i FLOW SHEET FLOW INSTALIATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT W DRAINAGEWAY INSTALLA'rION (FRONT ELEVATION) GRAVEL CURD INLET rSEDIMEN7' I"IL TER GRAVEL f,LTER' L._-ta•_�i RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT / •e i FT NC CORETE (`UTTER -J IF _ 1 Y �- CURB MET SPECIFIC APPUCA11ON THIS METHOD OF INLET PROTECTION IS APPLICABLE. AT CURB INLETS WHERE, PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY 'TO CAUSE. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS GRAVEL SHALL RE VDOT 03. 0357 OR 5 COARSE AGGREGATE- GRAVEL AND WIRE MESII DROP INLET SEDIMENT FILTER t eiej•Z�t?,+' I•a�w w �.� wr alp at. �•-__. _... I t SPECIFIC APPLICATION GRAVEL•(12"MIN. DEPTH) t • -- 11 WIRE MESH FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, HUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS GRAVEL. SHALL BE VDOT N3, #357 OR M5 COARSE AGGREGATE DROP UK NASAIUM timis OF CIIARMO NID Mist" - }`.M �N i'ROPOSED nPAUNG- isso w W. E DIePERrE IS LESS IWN 5' ft. CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES ■1 � 2 w � CL o U U U) �w U z w (D a 3 W > w r` C) O - I Z 0 C J car DO � Q � Z Z ZV O Y La � Z � _O N Z O w FZI m W U H Z Q 0 W 0O Z U \_ a C) LLA — Q W J C N t ^ La }.. t~ ~ C,UYwiew.,Be _U Uj Z v�W N�NZ2 vow, O LAJ 0 WLLJ CL N w j Q O o � D_ d d f� N 0) y0 � In Ln (n c,4 1 1 N N U 0 (� 0 00 v co °' In Ln O > 0 L L a 0 0 0 v 3 L1_ Q a 4�Aj,TH OF j TuOW . PAINU No. 18260 SSjONAL SURVEY: C. I.: RITCHIE N/ SURVEYS DRAWN: JOB NO.: TGP 9603016 SCALE: DATE: N/A 03-05-97 SHEET: 6 /7 SPECIFIC APPLICATION GRAVEL•(12"MIN. DEPTH) t • -- 11 WIRE MESH FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, HUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS GRAVEL. SHALL BE VDOT N3, #357 OR M5 COARSE AGGREGATE DROP UK NASAIUM timis OF CIIARMO NID Mist" - }`.M �N i'ROPOSED nPAUNG- isso w W. E DIePERrE IS LESS IWN 5' ft. CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES ■1 � 2 w � CL o U U U) �w U z w (D a 3 W > w r` C) O - I Z 0 C J car DO � Q � Z Z ZV O Y La � Z � _O N Z O w FZI m W U H Z Q 0 W 0O Z U \_ a C) LLA — Q W J C N t ^ La }.. t~ ~ C,UYwiew.,Be _U Uj Z v�W N�NZ2 vow, O LAJ 0 WLLJ CL N w j Q O o � D_ d d f� N 0) y0 � In Ln (n c,4 1 1 N N U 0 (� 0 00 v co °' In Ln O > 0 L L a 0 0 0 v 3 L1_ Q a 4�Aj,TH OF j TuOW . PAINU No. 18260 SSjONAL SURVEY: C. I.: RITCHIE N/ SURVEYS DRAWN: JOB NO.: TGP 9603016 SCALE: DATE: N/A 03-05-97 SHEET: 6 /7 W 0O Z U \_ a C) LLA — Q W J C N t ^ La }.. t~ ~ C,UYwiew.,Be _U Uj Z v�W N�NZ2 vow, O LAJ 0 WLLJ CL N w j Q O o � D_ d d f� N 0) y0 � In Ln (n c,4 1 1 N N U 0 (� 0 00 v co °' In Ln O > 0 L L a 0 0 0 v 3 L1_ Q a 4�Aj,TH OF j TuOW . PAINU No. 18260 SSjONAL SURVEY: C. I.: RITCHIE N/ SURVEYS DRAWN: JOB NO.: TGP 9603016 SCALE: DATE: N/A 03-05-97 SHEET: 6 /7 121 4' __T --- SPEAKER BOX ASSEMBLY 1/4-20 BOLT (2) REQ'D. 41 4' PLATE W/ READED HOLES MOUNTING POST W/ PLATES WELDED TOP do BOTTOM CONDUIT SHOWN INSIDE lt 1, 0, MOUNTING POST TOP VIEW: II POST COVER ASSEMBLY BASE PLATE - - - MOUNTING POST t BRONZE ANODIZED ANODIZE N ALUMINUM EXTRUSION 1/2'-13 NUTS (12) REQ'D. II 4 USED AS LEVELING NUTS 14 AN-GR. OF DRIVEWAY It 6" CONC. CURB 0 I -__-� -- - 21--- SVCE AUDIO TO MENUBOARD 1/2'-13 ANCHOR BOLTS, 18' LONG W/ 6' BENDS, (4) REQUIRED NOTE: BASE WALL VARY W/ SITE CONDITIONS & DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR. SIDE ELEVATION N.T.S. 3/8" MOUNTING PLATE - NOTE: USE (8) NUTS TO ATTACH ANCHOR BOLTS TO TEMPLATE AND SECURE IN CONCRETE. 1/4' 27' TO CL FRONT ELEVATION SCALE: 3/8"=1'-O' POST TEMPI COVER PLATE M 3'X3' SUPPORT TUBES 1/2" MOUNTING PLATE I FIN.GRADE 8 16" TO SPEAKER POST FIN.GRADE (SEE NC 4 ON SHEET C-1) LEVELING NUTS RE( SIDE ELEVATION N.T.S. 3 PANEL BILLBOARD ORDER STATION NOTE: THIS CONFIGURATION IS TO BE USED WITH SPEAKER POST. NOTE THAT DIMENSIONS ARE CRITICAL. f+COMM. SYSTEM CONDUIT (3/4") (TO SERVICE WINDOW) � 60' MENU BOARD ,/2• — 120V—AC SVCE. 8 84 1 CE (3/4') 4.28 TO AMPS TOTAL — SPEAKER POST 58' DETECTOR FACE OF LOOP 40 N CURB �In ORDER STATION LAYOUT NOT TO SCALE MAY 1, 1995 0 W w U x w 0 -� J a (BOMM THANK NOM@ THOU YOU Offi. V7 ONLY WAZ Y 0M. F R © f7 ® 10 NOTES: SIGN FACES 1. 11 MESSAGE/SYMBOL BOTH SIDES 2. ALL AUXIWARY SIGN FACES TO BE CONSTRUCTED OF UVEX 5000 (EASTMAN CHEMICAL). S-0' 10" -- EMBOSSED FACES TYP. C2 SEPARATE DR. FACES EA. SIDE 063 ALUM. CABINET SEE ABOVE FOR DIFF. FACES - DUREP 71-31, BRON2 GENERAL ' CONTRACTOR TO PROVIDE 04 ALUM. PYLON COVER ELECTRICAL FINISHED IN 71-313 STUB -UP lop, DARK BRONZE FIN.GR.-SEE NT.4 SHT.C-1 v, 1/2'0 I I NOTE: ELECT I I BASE AS CONDUIT REQUIRED BY SITE CONDITIONS - THE DESIGN IS I I THE RESPONSIBI- I LITY OF THE SUB - - - - - CONTRACTOR. METAL SIGN CABINET (ILLUMINATED) NOT TO SCALE CONC. BASE REQ'D. WHEN SIGN IS NOT PROTECTED BY CURBED ISLAND. t N 24' DIA. AUG. 19, 1994 NOTES_ 1. ALL FOOTING INSTALLATIONS FOR SIGNAGE TO BE CONSTRUCTED BY SIGN COMPANY. 2. GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL STUB UP. 3. THE METAL CABINET AROUND THE BURGER KING LOGO SIGN AND ITS CORRESPONDING SIGN POLE MUST BE THE SAME BRONZE OR RED COLOR. BRONZE IS THE COLOR PROVIDED BY THE SIGN SUPPLIER. TO PAINT THE CABINET AND POLE RED, CLEAN CABINET AND (POLE, APPLY ONE COAT ZINC CHROMATE SLOPE PRIMER AND TWO COATS OF 'SAFETY RED' GLOSS INDUSTRIAL ENAMEL — GROUT PITTSBURGH PAINT 90-306, SHERWIN WILLIAMS 4081, GUDDEN 6920 OR EQUIVALENT. (NOTE: LIGHT POLES, CLEARANCE SIGNS, DIRECTIONAL SIGNS, (MENU BOARD, METAL FENCES, ETC. MAY NOT BE PAINTED RED.) —1-3/4* TYR. 1121 4 I _�• I SIDE ELEVATION MO UMENT+`-SSIIG-N+ ( N.1.C•) N.T. . 1. FOOTING INSTALLATIONS FOR SIGNAGE TO BE CONSTRUCTED BY SIGN COMPANY. 2. G ERAL CONTRACTOR SHALL PROVIDE ELECTRICAL STUB UP. 3. THE ETAL CABINET AROUND THE BURGER KING LOGO SIGN MUST BE BRONZE OR RED COLOR. BRO E IS THE COLOR PROVIDED BY THE SIGN SUPPLIER. TO PAINT THE CABINET RED, C THE CABINET, APPLY ONE COAT ZINC CHROMATE PRIMER AND TWO COATS OF 'SAFETY RED' GLOSS DUSTRIAL ENAMEL - PIT1S6 GH PAINT 90-306, SHERWIN WIWAMS 4081, GUDDEN 6920 OR EQUIVALENT. (NOTE: T POLES, CLEARANCE SIGNS, DIRECTIONAL SIGNS, MENU BOARD, METAL FENCES, ETC./ MAY 1� OT E PAINTED RED.) SCOPE OF WORK 1. GENERAL CONTRACTOR LOCATES J OF SIGN AND STUBS UP CONDUIT AS SHOWN. 2. SIGN INSTALLER EXCAVATES (BY HAND) FOUNDATION AROUND CONDUIT, SETS 6' SQUARE TUBE OVER CONDUIT, POURS CONCRETE FOUNDATION TO BOTTOM OF CONC. BASE. 3. NERAL CONTRACTOR POURS CONC. BASE, PULLS WARE I CONDUIT. 4. SIG NSTALLER RETURNS, SETS SIGN, CONNECTS WIRES TO SIGN RES, WELDS SIGN BASE, INSTALLS SHEET METAL INSET. 5. GENERAL ONTRACTOR GROUTS/CAULKS AROUND INSET ER IT CON CTS CONCRETE BASE TOP. S-11 7 8' (6'-2') BURGE �� - KINC �11MMiNININ ii�ii asss EXTRUDED CABINET W/ RADIUS CORNERS. GED TOP RETAINERS /RETAINERS OUND - FORMED ATE FACES , PMS 1235 EMBOSSED REDS, AS 165 EMBOSSED E DISTORTION SCREENED RS k FILLER TO BE ZE CENTARI 1000A N, PMS 1235 EMBOSSED 2DIA. REG. MARK - SPRAYLAT RED A8 3465 \75 ETAL INSET GEN. CONTRACTOR 6'-2' X 2'-0' 6'-2" X 2'-0') 16 WWM BY G.C. 75 THICK STEEL SQUARE NC. FOUNDATION 20 AMP CIRCUT NSI OF SIGN MTG. TUBE CO ACTOR. 1/4' THICK FORMED AND EMBOSSED ONE PIECE POLYCARBONATE FACE. MUM@[5,G3LN-) B-1 TYP. 2'- OR a VE-THkNJ - W E 10 0 AUXIWARY SIGN -1 FOR DRIVE-THRU STORES ONLY. STEEL TUBE TUBE Ac SOCKET _ DUREPDX 71-313 FILLED DARK BRONZE. W/GROUT. FINISH GRADE METAL SOCKET SEE NOTE 4, SHT. C-1 BASE AS REQUIRED I BY SITE CONDITIONS. DESIGN RESPONSIBILITY I OF SUBCONTRACTOR.----------- L----------- J 7'-0" MIN. 7'-0' MIN. _ TOP FILL TO DRAIN FRONT ELEVATION 10' PROTECTIVE RUBBER MOLDING J LARGE COIL STAINLESS STEEL SPRING MECHANISM W/ CONSTANT TORQUE ADJUSTABLE LEVELING ARM w Concrete to be Class A3 if-- —I. cost in ptoce,4000PSI if precast. M k. CG-2 CONCRETE CURB EDGE OF PAVEMENT e e, surface 4. : , p. 0..._ Base s.:.. e: tNm mar 9e mast or cost in place. Subbase B" N.T.S. JULY 15,1986 - PIPE CAP - THREADED — 3' PIIGTAIL 6' STEEL PIPE — 4' SQUARE FILLED WITH CONC. STEEL TUBE o PAINTED YELLOW OUT BOTTOM REFLECTIVE. OF SIGN - FIELD WELD 6" SQUARE PAVEMENT SURFACE STEEL TUBE �y CONDUIT CONC'RM FOOTING I1 COMPACTED FILL D ROUND OR OCT. 1, 1996 SQUARE TYPICAL GUARD POST N.T.S. JULY 15,1986 NOT TO SCALE OCT. 1, 1996 FINISH GRADE D/T LANE I I I I i I I I I I z ( l l I NOTE: I I I BASE AS REQUIRED BY SITE CONDITIONS. DESIGN RESPONSIBILITY OF I I SUBCONTRACTOR. I I I I I I I I I I I I CLEARANCE SIGN (NON -ILLUMINATED) NOT TO SCALE AUG. 19, 1994 2'-0' Tva — I ALL FLOW ARROWS TO BE SOLID YELLOW REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE. PAINTED TRAFFIC ARROWS REVERSE ARROWS FOR OPPOSITE DIRECTION OF FLOW, N.T.S. JULY 15,1986 4.1 _T 4' .:. I' : 1' A .. . in A. A. I '. I . A , M ..:• v►. .' �' I ••'.• .A' A A :i ____--- The bottom of the curb and gutter may be constructed jIparallel to the slope of sub- F�8' surface courses provided a minimum depth of 7" is This cited may be concret maintained of the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 9 suburban areas. NWe: Comb curb 9 gutter having a radius Of 300' or less (along face of curb) shall be paid for as radial combmotion curb 13 gutter. This item may be precast or cast in place. Concrete 10 be Class A3 if cost in place, 4000 PSI d precast. Z O H CL w Cr- 0 � 4.1 0 U } U Z W U Q ti N Q \ O L0 O - 2 CG-6 CURB & GUTTER Z N.T.S. 5 O Z (j O � 0 Z 6" CONCRETE CURB. BUILDING Q 0 SEE DETAIL O CORNER V SURFACE OF Y DRIVE-1NRU LANE. O Q W Z TRANSITION w LAJ ~ m U 0 t/I Z_ 3 io c' O lit 9' BARRIER CURB. SEE DETAIL ® W 6" TO 9" CURB TRANSITION �o .ccZ v N.T.S. JULY 15,1986 Z = N Z Q LAJ p � Q W J = a> 1/2' PREMOLDED 4'X8'Xl/2' N x �/ w EXPANSION JOINT 1/2' PAVER TILE (� Q jW MATERIAL REFER TO DE T O Q Z j� THIN -SET Ti Q Y N V MORTAR BED Lai L Q Z _ N Z m = W a Or N W ..... ....................... ............................... ....... ...................... ................................ ........................ w 4J a o V COMPACTED NOTES: GRAVEL 1. PROVIDE EXPANSION JOINTS EVERY 20' ALONG WALK, OR EVERY 300 S.F. OF SIDEWALK. 2. TOP 1/4' OF JOINT IS TO BE SEALED WITH JOINT SEALER. EXPANSION JOINT 9 N.T.S. JULY 15,1986 N f) O N 0 O' O r- � L cD � Ln 0 N N N n _ U (D (0 0 cD t0 .0 O 0) O m .� In Ln )°; c N s N-C N x U O LL Q a �ti'iH OF D j TIIrfOTNY G. PAINTER No. 18260 w� 3111197 Gti SSIONAL SURVEY: C.I.: RITCHIE N/ SURVEYS DRAWN: JOB NO.: N/A 9603016 SCALE: DATE: AS SHOWN 03-05-97 SHEET: 7/7