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HomeMy WebLinkAboutARB201700032 Plan - Submittal (First) 2017-04-19 (2)t a jP t, t • ' s 1 a PARCEL MAP SCALE: 1" = 400' fi PRIOR ZONING APPROVALS DATE SIGNATURE BLOCK DATE V v' / {. Ham, ►,�,r WIN I rma 0 A-04922!] 11raPar 2mr, ffs - LM, OpAwl 11 TI • a owa r� , i •- r i r � -y AN •ri y `' •/ ,11 m,7NJIA MORI DOM. PROJECT NO:16.0-11 INDEX TITLE: �I � � .. ..- is i• • it • - ,� . � j / � �'� �*�� �,:���I> '� " E;;1= f ' r • r • i • r I! ` i ' r - r - � i ... • i i r • /�' ♦ r1 it % fir �. r i • - i • . • . - • � . • � • . r SHEETNO: of . � . r • IEi � - • i y DATE: 03/17/17 WA]"1 0 '�' -]&*I 01 T AM GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: GENERAL CONSTRUCTION NOTES: 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VIR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving auithority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an. approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited 'to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 8 Olbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agriicultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of gross. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the. County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2078) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. The contractor is required to obtain any/all permits required for construction of these plans. 2. Any time work is performed off -site or within an existing easement, the contractor is to notify the holder of said easement as to the nature of proposed work and to follow any guidelines or standards which are associated with or referenced in the recorded easerneint. 3. The contractor is to check that all easements, letters of permission, etc, are recorded/obtained prior to the start of any construction. 4. Contractor to verify all site plans and profiles and details for consistency and if conflicts exists, contact engineer for . clarification and/or direction. Interpretation determined by contractor shall be done at his/her own risk. 5. The contractor is to verify that the relocation of all existing utilities in conflict with proposed work has been completed including utility poles. 6. Contractor shall comply with fencing and tree preservation signage required by Albemarle county code. 7. Contractor shall not rely solely on electronic versions of plans, specifications, and data files that are obtained from the designers, but shall verify location of project features in accordance with the paper copies of the plans and specifications that are supplied as part of the contract documents. 8. Contractor shall comply with all wetland permit requirements, if a permit exists. 9. Contractor shall be responsible for all relocations, (unless otherwise noted on plans) inc:luding, but not limited to, all utilities, storm drainage, signs, traffic signals & poles, etc. as required. All work shall be in accordance with governing authorities requirements and project sitevork specifications and shall be approved by such. All cost shall be included in base bid. 10. Contractor shall control stormwater runoff during construction to prevent adverse impacts to off site areas, and shall be responsible to repair resulting damages, if any, at no cost to owner. 11. This project disturbs more than one acre of land and falls within the Virginia Stormwater Management Program (VSMP), General Construction Permit (GCP) program as administered by the Virginia Department of Conservation and Recreation (DCR) under the jurisdiction of 'the EPA. Prior to the start of construction, the contractor shall file a GCP notice of intent with the DCR and prepare a stormwater prevention plan in accordance with the VSMP regulations. 12. Contractor shall coordinate with all utility companies for installation requirements and specifications. 13. Contractor shall be responsible for site security and job safety. Construction activities shall be in accordance with OSHA standards and local requirements. 14. Contractor shall dispose of demolition debris in accordance with applicable federal, state and local regulations, ordinances and statutes. 15 Existing utilities shall be terminated, unless otherwise noted, in conformance with local, state and individual utility company standards specifications, and details. The contractor shall coordinate utility service disconnects with the utility representatives. public right-of-way, including connection to. any 1. Prior to any construction within any existing existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class Ill. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VIDOT's video camera inspection procedure and with a VDOT or County inspector present. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. The contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying Miss Utility (811). 6. All water and sewer pipes shall have a minimum of three (3) feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 -(Senate Bill 3874 which amends the safe drinking water act). UTILITY ARV AIR RELEASE VALVE BOA - BLOW OF ASSEMBLY CO - CI EANOUT CTV - CABLE TELEVISION DI - DROP INLET DIP " DUCTILE IRON PIPE ELEC - ELECTRIC FH - FIRE HYDRANT FM - FORCE MAIN F&C - FRAME AND COVER F&G - FRAME AND GRATE GT - GREASE TRAP GV - GATE VALVE HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT 1"_'VXTW1D Air ABAN - ABANDON(ED) ADJ - ADJOINER AHD - AHEAD APPRX - APPROXIMATE BC - BACK OF CURB BF - BASEMENT FLOOR ELEVATION BIT - BITUMINOUS BK - BACK BM - BENCHMARK BS - BOTTOM OF SLOPE CB - CATCH BASIN CG2 - HEADER CURB CG6 - CURB AND GUTTER CG12 - ACCESSIBLE CURB RAMP CMP - CORRUGATED METAL PIPE CONC - CONCRETE CY - CUBIC YARDS DIA - DIAMETER EL - ELEVATION ELEV - ELEVATION ES - END SECTION EW - END WALL EX - EXISTING EXIST - EXISTING FDN - FOUNDATION F - FINISHED FLOOR ELEVATION IF - IRON FOUND IS - IRON SET LOD - LIMIT OF DISTURBANCE LF - LINEAR FEET LT - LEFT MH - MANHOLE PVC - POLYVINYL CHLORIDE RIM - RIM ELEVATION SAN - SANITARY SCC - STORMWATER CONVEYANCE CHANNEL SD - STORM STR - DRAINAGE STRUCTURE TSV - TAPPING SLEEVE & VALVE UP - UTILITY POLE WL - WATER LINE WM - WATER METER WV - WATER VALVE 6"V - 6" VALVE MAX - MAXIMUM MIN - MINIMUM MON - MONUMENT CONCRETE NIC - NOT IN CONTRACT NTS - NOT TO SCALE OC - ON CENTER OH - OVERHEAD PE - POLYETHYLENE PERF - PERFORATED PROP - PROPOSED PRVD - PROVIDED PWW - PAVED WATER WAY R - RADIUS RCP - REINFORCED CONCRETE PIPE REM - REMOVE READ - REQUIRED RET - RETAIN RT - RIGHT R/W - RIGHT OF WAY R&D - REMOVE AND DISPOSE R&R - REMOVE & RESET SD - SIGHT DISTANCE SQ - SQUARE STA - STATION SW - SIDEWALK SWEL - SOLID MITE EDGE LINE SWLL - SOLID MITE LANE LINE TBA - TO BE ABANDONED TBR - TO BE REMOVED TC - TOP OF CURB TS - TOP OF SLOPE TYP - TYPICAL UG - UNDERGROUND VESCH - VA. E&S CONTROL HANDBOOK YDS - YARDS .. .. ... ..... .... . ........ con.s"OrvAtion.Plan Chkc*111'q be placed oitlan4 scape:RJaas 97, for OWNER STCVILLE HOTEL INC 1005 BULLARD COURT STE 101 RALEIGH NC, 27615 Folvi-111010 DALY SEVEN 1420 LEE JACKSON HIGHWAY LYNCHBURG, VA 24503 LEGAL REFERENCE & SOURCE OF TITLE: DEED BOOK 3551 PAGE 164 SITE AREA: 3.73 AC MAGISTERIAL DISTRICT- RIO SOURCE OF BOUNDARY SURVEY- DOMINION ENGINEERING & DESIGN 07/01/16 SOURCE OF TOPOGRAPHY: A PORTION OF THE TOPOGRAPHY SHOWN HEREON IS FROM SURVEY BY ROUDABUSH, GALE & ASSOCIATES DATED (MAY 05 2015) AND SUPPLEMENTED BY DOMINION ENGINEERING & DESIGN 07/01/16. THE ENGINEER HAS PERFORMED A VISUAL INSPECTION OF THE PROPERTY TO VERIFY TOPOGRAPHY. THE AREA SHOWN HEREON IS LOCATED IN ZONE Y' AREA DETERMINED TO BE OUTSIDE TH 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEN PERFORMED AS A PORTION OF THIS PROJECT. WATERSHED: MEADOW CREEK QENCHM RK(S): CHISELED SQUARE AT BACK OF WALK = 470.95' WATER SOURCE: EX. 8" ACSA WATERLINE ONSITE SEWER SERVICE EX. 21RWSA SANITARY SEWER MH ACROSS HILLSDALE DRIVE ±500' TO THE EAST OF THE SITE. EASEMENTS EXIST TO BRING SANITARY SEWER TO SITE. MAXIMUM BUILDING HEIGHT: (5-STORY) 65' ZONING: C-1 COMMERCIAL, AIRPORT IMPACT OVERLAY, ENTRANCE CORRIDOR BUILDING SETBACKS PER ZONING ORDINANCE 4,20: FRONT- MIN 10' FROM RIGHT-OF-WAY LINE OR EXTERIOR EDGE OF SIDEWALK MAX 30'FROM RIGHT-OF-WAY OR EXTERIOR EDGE OF SIDEWALK SIDE AND REAR: STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. NORMALLY A STEPBACK of 15' IS REQUIRED ABOVE THREE STORIES. HOWEVER, NO STEPBACK IS REQUIRED PER SE 201600016. CURRENT USE: FLAMING WOK RESTAURANT AND DODSON GLASS AND MIRROR PROPOSED USE: 192 ROOM, 5 STORY HOTEL WITH 2 LEVEL STRUCTURED PARKING SITE TRIP GENERATION TOTAL ROOMS = 192 ROOMS FOR HOTEL USE (ITE USE CODE 310) AVERAGE TRIPS PER DAY = 1,327 TRIPS PER DAY PARKING REQUIREMENTS: REQUIRED PARKING: 192 SPACES (1 SPACE PER ROOM) PROVIDED PARKING: 192 PARKING SPACES TOTAL ADA SPACES PROVIDE 6 TOTAL ACCESSIBLE SPACES REQUIRED AS PER WITH 1 BEING VAN ACCESSIBLE FOR ADA STANDARD FOR 151 TO 200 PARKING SPACES PROVIDED ACCESSIBLE DESIGN SECTION 4.1.2 (5)(A): TOTAL ADA SPACES PROVIDED: 6 TOTAL SPACES WITH 3 BEING VAN ACCESSIBLE SUBDIVISION AREA BREAKDOWN HOTEL PARCEL: 3.02 Ac. FUTURE DEVELOPMENT PARCEL: 0.71 Ac. TOTAL: 3.73 Ac. PARKING AREA LANDSCAPING: PROPOSED PARKING AREA: REQUIRED PARKING AREA LANDSCAPE AREA: PROVIDED PARKING AREA LANDSCAPE AREA: PREDEVELOPED: 46,080 sf 46,080 x 0.05 = 2,303 sf 2,947 sf FOREST/OPENSPACE 43,995 SF 1.01 AC MANAGED TURF 11,326 SF 0.26 AC IMPERVIOUS 76,230 SF 1.75 AC TOTAL 131,551 SF 3.02 AC POSTI)EVELOPED: FOREST/OPENSPACE 8,276 SF 0.19 AC MANAGED TURF 21,344 SF 0.49 AC IMPERVIOUS 101,930 SF 2.34 AC TOTAL 131,551 SF 3.02 AC FJWAO H KL F. MYERS No. 33028 04/03/17 ONAL III loss I Boom DATE: 03/17/17 'tewo # ARM "M IRA& v ",� M" P1`8 V M ON '9 pm ggu g lz� mg. p, "I M&H o' ""N `t �`�: s\ e<\ ¢ v< �s3�t f�Ylik3�'�°t>;a, i'a�� ,T Og kw 't- �MpPve- all R 'N M V0. D � VN 4i, %00% M"R qm3 ga, E M i IN 3 g�� E NO N)N MIT M�W NUN' 6 X, W, ,AM*N tv 'Nvl z. -3-7 00, r v s 'V&lt g mg ON \ �S,�NO Eli( '�%�'„�„T� s`� i4 � ,.flc • , ml 0 "s PUBLIC DRAINAGE EASEMENT D8 307 _PQ" 196 "saw, g�g ';kv... .....a '. ��.8i,w�-: ;,x-f.., `-� .,;,.s..,,,i'.. .. ., . .... ..-....,,.... 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GR-2 \ \ PROPOSED RETAINING P Q w PORTE COCHERE DECK �° PROPOSED STORM WATER `. DETENTION FACILITY 0� d WALL W/ PED. OP Pti o SAFETY RAILING :, m ,,�, ��� , (MAIN ENTRY) CONNL T TO` \, � ` ©SG� ''" b pN F.N MAX HT= \ EXISTING CURD ;� GUTTER AND Ex. �o" � .3 .�» - �_ . °, ° \ oax a BIKE RACK r o o. Q 's SIDEWALK t \ OAK'12 N� ADA VAN �� °� HOTEL ��� `. PARKING �, "c SIGN :. ":. / . Y F,.° PARCEL \ 0 1 i h V y ti F \,s `•. ,, \ i \ s , �`��t\ \ � ,s r 4' °� ;, t '``\ `�;`\ �T .1 `, r , `''p... �.'�25CG '2" '��pGCsARO�-NO�TSCES°DW5_��'�LK ql2`, .� G'CC6U _�.��o, _ PRSO�F�' • Ati �g`L CG -11 �-1%�s_ \� -.�'3j',,i(� \ �.,p�S9i`ti���qFO �i' `�c,y \ C.-S\D » PI,`Nag: �0S' � se v ti`, 1 � , , 4`""�'"QCUpy� NT, cA. f�1�/'/ � f�:'t ,`°F r, , ` A_ 3.02 Ac /0 7�- � CTOTAL SITE r, �.. �s P POSED CG-13 AREA= 3.73 Ac. a-oRIGHT-IN/RiGHI OU� r- .. "� ENTR` \ "� ' 1 SNCE t $ Q• o�j j —J' O CS8 PROPOSED 12 SIGHT POLE (TYP) `�04� %S ° BR�K #AV(dS - o g �►; S'' , 00, + - d o \ '� <;: BIKE RACK �: 4 �s� ® CD o r �g ��1tiR F�� N� CL PROPOSED 12' ' G WOK G F f 63 .._. 6,� ��• ���o r�2�� 8"s `v Sad �'P r Gti FP C� \ cC" LIGHT POLE TYPFI PM\N gE �-0 1 ? sG , r,.�'o. � , 1 O-�`�� `a-`� "' Lli g / F�e� P�NP �$2 e w 1NG Wl ` \ 2 r� \ �; FUTURE . 0�ao 0-1SN�D) �� a \ - C G I PRO SED \ 4 \ 15 �..� \\ EVELOPMENT ro �o\ o c> (� c" r 45• a _ - /�— FIR YDRANT N, y q, .� \ s O C/-) -7 20' ACSA c� c' , o s-,.-.BEN \\, � \ :\ � \ � PARCEL PAINTED YELLOW SOLID ONES. � � WATER � ,� \ N 9.0 hip � -- ___-- '41 � � �� .O � � PAINT FIRE LANE - NO r \ - AC ; .. �, ASEMENT o; R' 2-1 / » _ '�,. P� WATERLI 5. , �,��' SAN SEWER LA ACOSAOSANITARY \ \ Cn \ tS% y. „, i , E\ PARKING ON PAVEMENT y - �. 2 GAS LINE r -- -} 00 _i-9.0 _ SEWER ESMI `e� BEND (3)BOLLARDS\w ' - S,gNS °� --� - �'- 8 w S te+ 5 0 1 _ — — + �' _ _- - _s ___- ----- ,� `\ \ U`!,,, \ \ 4 WITH KNOX — ____ — ___-----w n �--"EWE LA"t OORAI MT _.- • G i'{1 �,,� \ ;\ EIIERGEVCY ACCESS BOX ACCESS !__ _ _ ' i -" �' 9T ___._ . -w-----"w `g -, D \ 4 k DQ NOT EN I SIG \ ` \ \ :. \ YELLOW PAINT STR E 2��" N�-' w C' t o 1 — — — — >, _-__ PROP'NE r----- _ w 22. 'BEND �-- ` - =-= - �fl PARIKI'NG NO PARKING---O� µ \ \ w g WATrRII --_e -� . --� • CG = =, �/ERNANG M _f1R LAME i 1RE LANE" SIGN _ .._ - 'E ' 0 SIGN V ,0� '2 C LtiC --_2 CLEAR -- \ OVERHANG CLEAR OVERH 4 \ C '�, '� i \ E,. "� .;., \ \ \ \:,, PROPOSED C 13 G ` �`�---- -"NO PARKING ENTRAN E. FOR ERGENCY "SIGN rr gC�A ��L�� ,' \ ' _ --- 24 EM FIRE LANE \ r - 1 FCA V ur -- �+ EMRGENCY ACCESS _ \ ~' CONNECT TO ACCESS ROAD �� CQ� D1 FACE r ' BEGIN NEW N l \ \ONLY 1 j TING GAS LINE ASPHALT \ �' WA�L WED RETAINING \ QO 'k C'1 ' �� �� 1 ZO� i '..`� \ c _ \ /PED. � %\ �SSGP - Ex. �o"' �/ �; SAFETY RAILING!- �A OAK ; P EN SK l PROPOSED 12'x12' \ ` w EX. , DUMPSTER PAD \\ �� ��L�,C' '\ tis�. (" ! __-` � \ \ t g x8 TEE BUILDING ` ' 1 8" GV 'I w/ MASONRY RET. \ \ � � ' ���� () WALL ENCLOSURE - �; C(1NNEC'T TO ' \ `, ; FOR SCREENING. \ \ \ 03�� \ \ ��� �� ®� � \ i \ \ '; - N y` rC'0S \ i C ��Q SITE PLAN NOTES: EXISTING; CURB Ex. r o i _. _ - - - \ \ �\ AND GU'TTiR 'r~m \\ C �' \ 1. A FIRE DEPARTMENT KNOX BOX IS REQUIRED. ?\ \ OAK \ \ ; \ 2. A 10' GAS EASEMENT IS TO BE CREATED CENTERED ON AS -BUILT LOCATION OF GAS LINE. „ 3` C� \ \ 3. EXISTING FLAMING WOK TO REMAIN OPEN UN' -� \ t \ , EXI511NG \ r � � � `�� 0' �g gC�� NCt \ O�� $ \ C �ITO \ \ \ TIME THAT GRADING IS PERFORMED ON FUTURIE SUCH � \ \ \ r \ WATE LINE \ f q q A GAR ' '" DEVELOPMENT PARCEL THAT WILL RESULT IN THE LOSS H �� �� 1 , Cp��g ,�'` / \ \ �C �FF� \ \ \ \ OF UTILITY SERVICE OR SAFE CUSTOMER ACCESS. w 4. ALL SITE m A3S/\y T\ F, • \ \ RETAINING WALLS ARE TO BE VERTlCA OR u) \ \ {(�,�\,j E�{ i \ t w \ \ EQUIVALENT. (SEEr DETAIL SHT. SP7) �" �� VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP DOM. PROJECT NO:l6.0( BELOW 407.. VISIBLE LIGHT REFLECTANCE SHALL NOT j EXCEED 30%. IN TITLE: 6.) VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE \ \ \ \ \ \ \ ENTRANCE CORRIDOR SHALL BE ELIMINATED. '. 30 \ 0 30 60 \, 90 LIGHT POLE HEIGHT KEY SHEET NO: 6 of 15 20' HT. LIGHT POLE C 1" 30' H \ \ \ \ \ = 12 HT. LIGHT POLE \\ \ \ HATE: 03/17/17 AGE pe +' , F� \ eNo A,y�2 / 4 '�ENTI0ENTN \` o, •Q��L \ \MI m /?4• 1 \2 /� No. 33028 4 �o�A�sl04/03/l��ol�ww o � ON ]� Illyp i / ( _ /000AGE p15oG1A�1pN o U 0�� Y ti E PA �pgS 6& E�EypPMENS o y/ PUBLIC DRAINAGE EASEMENT o,�• / co^ 41' �o "P '" F, gF' �j`I Ip '� p G DB 307 P Tf _ �_ o A3 a1 �\•�e� � �� �'A �? n. � ,1 �� �� 1 ��' �qt'g T a,�' pyP N 1GE � 0 \ \ PROPOSED �e.�o• e`>' i ...,..� r ^% V PINiPE1 /RETAINING \ \ 20 f3•� 8 PG � �eP�b°'p' 3�Q e`P ' 3 0� � �, " ` _ `' � _ S �OSL`j O �$l A� J \ � \ 1 - -�„ .= f \ \ r. � �- � e`t'o .- p��T. \ / \ y --==ems —'•. \ \ \ �',.��-- 0�. � "sue-•' -'-•- ..��"�-_4E�,\ ��\N- 1�y��s`�' 6�ry 93 \ \ v ry •.�\ 1 y 1 +N� _ \ \ \ R • 63 1 \: / \ ag \ y 1 S\ / \ z O a 0 c� o O�6V�sY'Gv�do- � W a b ry B db o Z \ � O .L\ N \ ♦ r 5 \ \ \ r hey J ��" \\ wa vi'b yer \ \ �q, \ A �c \ \ 1 �' � Y 1 0� �`d�iy"'oy e/ v\ ..' yy'� \ 1 i Een,.•.�,�--�.Y'"" _ a'+ � \ \ \ y�2 l 63y \ �� B \ \ % .r1®tie' O VPylO \ `'OpJti e'} . �, \ _z'�`F"�" •may . Zi PROPOSED EDGE I s I I ti� 2�R \ ' er '� •r -"s-` U \ \ OF PAVEMENT A \ 61- FUTURE \ \ \ \ DEVELOPMENT W a PARCEL . \ o _1/2"oGAS\UNE�� \ \\ \ \ 1 \\ \ _ _t °�..-_ � - -rim-- ' S 53* �- '�/ \ \ \ y �0� \ \ PROPOSED EDGE o �qj- TERUNE i ,'-•- -' MT E O i \ \ OF PAVEMENT e . _ i yam•--�- -' - ��_ - — — - _ _ _ _ (/� PROP. YELLOW PAINT -- - _,.- ,," C'OOSC U \ \ � � \ _ \� c_sz -- , r / _ ,.,,.:. _ ��o _ � � w,2 1 �'3' :�• g 5I� EgG G � x rn \ \ \\\ `NOid IAy Z �_ PARKING ssN ,aea o _ „gy m �Zd4 RED gp j£CIPy g pp �1 GO�UILpIN \\ \ \\\ \', e —_ e FlRE LANE' SIGN \, _ -'a 0 1 / / g CP 4 3 p1A pld CE \ \ \ \ \ \ u PO4 R�OSED - �i F B 2 GI �� G E' F/ p �i Z o_ MAXRET�HT.G-4A� / I'�o W p,00� ONE OFF/Gg pU 11 �U E E �I L- Q, p" \ \\ \\\ \ \+ \ OAK � nsa mom' y 6VA PGIG AY3 \ USN i � �• � �� =�P I eERT1Esc1Ay II I �, O�4V I- \ DOM. PROJECT NO:16.0 10 G 5T 1 \ \\\ \ \ oA ro o0S yyG. / \\\ 61 E' YAggN y �. C R'Tply \ INDEX TITLE: \ \ \\ \ • \ \ 61,�'2 Pg1SE ,' � T�,Q yl�l g g'1y,EgG1AG f : �5E• \ \ — IJ 1 \ \ \ � \ \ z�P NSEg 46g gG1Py GE �pNT pp 1 G M�IypIN II R eA pP� � � / \ �lyy ONE. pFFI E p _ �\ I 1 � RE S� /\ SHEET NO: 7 of 15 _ _ \ \ \ \\\\\\\ \ \ \ tiONSEg�ICE / / \ Q / / / \ \ ` .• MANAGED OPES 30 0 1 .90' 60 90 SCALE: 1" � DATE: 03/17/17 10 DSX2 LED 100C. DSX2 LED WITH 100 FD 1 DSX2_LED 1 29587 1 340 Lightng 1110 40K TFTM LEDs @1000mA� 4000K. 00C_1000_4 OA �bd'.la MVOLT HS TYPE FORWARD THROW e OK TFTM M MEDIUM OPTICS, WITH VJLT_HSJeS HOUSE SIDE SHIELD 4 Uth-a DSX2 LED iQOC DSX2 LED WITH 100 -ED. 1 DSX2_LED_1 .29587 1 720 \ Lightng. 1000 40K TFTM LEDs @1000mA, 4000K, Q 00C_1000_4 OAT MVOLTHS TYPE FOR WARD THROW OK TFIM_M MEDIUM OPTICS, WITH ❑ VOLT_HSAs HOUSE SIDE SHIELD 2,4 Uthova DSXO LED 20C DSXO LED .�11110 LEDs -ED 1 DSXO_LED_2 3467 i. 35 ( Dghtng 5303OKT2M @E30 mA 3000K, Type OC_530 30K OC v MVOLT HS 2Medum Optics W th n _T2M_MVOL HOUSE -SIDE SHIELD T_Hs'1 1 Litho, DSXW2 LED DSXW2 LED WITH 3 _ED. 1 DSXW2_LED 8082 1 71 ughtng 30C 700 40K LIGHT ENGINES, 30 _300700_4 _ W TFIM MVOLT LEDs70CmA DRIVER, . 4000K LED, TYPE � OK_TFTM M VOLT.- FORWARD THROW MEDIUM OPTIC Luminaire II Locations LabelOrientation 1 OA 15.00 42,14 0.00' 2 OA 15.00 48.01 0.00 3 OA 15.00 128.36 0.00 4 OA 15.00 220.31 0.00 5 OA 15.00 285.68 0,00 6 OA 15.00 109.98 0.00 7 OA 15.00 109.12 0.00 8 OA 15.00 128.90 0.00 10 OA 15.00 233.481 0.00 11 OA 15.00 296.95 0.00 1 OA2 20.00 35.54 0.00 2 OA2 20.00 32.95 0.00 3 OA2 20.00 142.51 0,00 4 OA2 20.00 324.37 0.00 1 OC 15.00 312.32 0.00 2 LOC 15.00 312.32 0.00 1 W 20.00 200.41 0.00 E Statistics Description Symbol Avg Max Min Max/Min Avg/Min: Property Line X 10.2 fc 1 0.5 fc 10.0 fc I N/A I N/A Springhill 0 5.7 fc 19.6 fc 0.1 fc 196.0:1 57.0:1 Townplace plan View S ca'e- V - 40ff /MIC ,MYERS Lie o. 33028 o "' ��, 04/03/17 1$� �S10NAL EnG c m 0 C/D zoa U U U o� � m wo � 3 m 0 oa z o 0 0 u CID Z z c � 5 S es LL� y Ci z H x c5 a DOM. PROJECT NO:16,00¢ INDEX TITLE: SP10 SHEET NO: 10 of 15 40 0 40 80 120 SCALE: I" = 40' DATE: 03�17�17 / l r' r' \ • .MOO n' f .EX. CG-1 = ������ -910 ipol 1 p���S�• � �,,s`r N Ul N ("�INV=405.00 " CPR 36 L tS� U �NN� CP �>�� o 0� a ate-' (s) N i war U c LU �A xo.33028 90 04/03/17 `PSIQNAL �e_,O a L1.1 uj r 0 ]IR, 1 . Rosso 1 k � � I 4 i 11�1 • I s I' k � F DATE: 03/17/17 L W C O Q z— C c>Q�ni C A% ° mm E ,O tl-4-� 4 fi fro h i (No Parking) 3 2" SM 9.5A 47 0 „G cr WIDTH VARIES y 5' 4' 26' Curb To Curb 4' 5' U .� 3„ IM-19.0A 4,000 PSI Concrete at 28 Days Sidewalk Planting 1.0 Planting Sidewalk Strip fl.5' » 0.5' Strip 1.0 -TM L5 SM 9.5A f 10» TYP. TYP. 2.5" BM 25.0A TYP —� TYp. COMPACTED ay ��' �Ff�i ty s ire - a a `T r:� :°•' CG-6 2 SLOPE 2� Si 0 E CG-6 t,y.. .`Install sidewalk as 0► A. y r — a •: ate,. .,, a d.-�> . as.^ .yrt v� .:d... ^:x ..s,: o: �a• - oY.,, » rx��:. ,,: �.: E,r ..��; .;��,,. ,. _e.. .�. _a.. %,�' �a '�:,,f.�8;t: ,i,•:%�'y,.ar,:T;ti";r,,5:a::�S "; �'ic �t; :,:: SUBGRADE 8 VDOT,..:...r .,,....^'� Crete :.... shown n plans 30 0 �- 95% COMPACTED 21 A # » fs _ �* $ , f 7 0 0 psi Confi` 4 12ETP » Z �4 5 i� �_ 5 10" VDOT 21A COMPACTED SUBGRADE EACH WAY " ss '>�47;��zz 2? s� ` with 4 stone base. (Typical)', 95% COMPACTED COMPACTED SUBGRADE 6" VDOT 0 TYPICAL PAVING SECTION 95% COMPACTED 21 A ON16��kAU� PAVEMENT SECTION 2 CONCRETE PAVEMENT & DUMPSTER PAD' --....._._------._-_.___-----...-------.____._____----_._._.__._ SP1O NOT TO SCALE SP10 NOTTYPICAL ENTRY ACCESS CROSS SECTION SP1 O NOT TO SCALE o MI *PRIVATELY OWNED AND MAINTAINED Li .into. 33028 ° 04/03/17� IONAL v w i 1r 1 j` CYb i t ZE 1, ff lLLJ 1 wh rn 1XI w 38ROW WESTFIELD RD Lij 40 z C0 LLJ LJ 1f to r i N35'02°15E_____,__ IS r:. i ,i; -.- -- - �� `c ! J EX. EMRANCE - SiO ,11Nf1O0 3lNbW3Bl�!.-- 196,101' m -, ., z ,� ems,, _._.,__-•- rA m iri" Co O 235.2 _------ _ _ _ ._. w_ SEMIN " _ M j T TE 2 _ ,U ROU_..m_ NORT>-I BOUND LANES .�} __._� � - w,!L?_ _ LLt m. _ Mom, ^--LU j^ .±iL".m^^ M,� � _---,- `J � m "t�'t' �' � Lei ���=------"_i�s..._m ... -. _ i• GRASSED MEDIAN w. V f ..._-.�..». MINOLE TEA_ _" __ _"_..._._ �r. _ ..._._ _m _ _ _ _ ROUT w. _ D SOUTH LANES gOU 4 SIGHT 'DISTANCE PLAN SP1 O SCALE __1_„_..__._30}..________..._____.__.._.._._....._...___-. THE APPLICANT HAS SUBMITTED AN EXCEPTION REQUEST TO g� 30 0 30 60 90 MOOT TO ALLOW 235' BETWEEN COMMERCIAL ENTRANCES � z SCALE: 1" = 30' E--+ 475 475 LU ___- . - __ -__ _.._- __....... _._ ____. _.._ __. _ ._ _ _t _-._ --� ��T,_��.� ___._.__.._._ ._..___...___..____k..._-_____..___-.__.____.__...•__.._.-_._.______ __.__,____. _ .._---- __--_. _-._T__,._.__.�..., . �SIGHT-- DISTANCE 470 _..__„..__.. _.._..___,._._ ____.._..___..__.._ _._._.__._..__ ..___.________.____.._._.._._._.__.__.___.,. DOM. PROJECT NQ: 16.0042 „_„_...._ _ ..__. .. _ . _ .._ _ .._ ._..„_.._.............. .__ .. __. _ _-....._.._ _ _.___.. _„......_... , ......_.. ...._........ -._. _-_.__ __._..._.._...... ....... _.......__. -.. ___ 460 __...__... _ 460 -0 25 0+00 1+00 2+00 3+00 4+00 5+00 5 25 INDEX TITLE: �rpt t 5 SIGHT DISTANCE PROFILE LOOKING RT IN RT OUT SITE ENTRANCE SHEET NO: it of 15 SP10 1" = 10' VERT, 1" = 30' HORIZ DATE: 03/17/17 465 OEX1 A oc OD 465 --- ___... _._-_._.,_.________. L .__._. ,l_....... ... ___._--- ... _..._ 460 w d- 460 �t � _.._..._____ __._..._..._..__.___.-__ _ _ ____ .__.___. _ ��- _._ _._ _.._.___.__.... _ _..__---CROP GRADE_._ _____..-______.__.�i.. __._ __ _------ .. 455 .___ __...__ __ ..._.. __.___.__...______..._..__________.___�--____...__._.._._.. .,.__-.-__.._.__._____ .,-..____ _._.___..____..._.-__ ____. __.._._.._______ _____._ __.__.._._ _o__ _____.___._.. __ _.__...___..__.._...__ _Q_-_._ . __ ._ _.._..__ ..._..-.__.....___.__.. 455 450 _ __._____..._._�__ station=_T3:F©3907,_._ 111 .._..._.._____ 445 440 435 435 _..__._..__ _.._._.__._... n .Gft�DE____. __._-____.: _.__� .__. � _.__._.�p5�� .:_ 430 430 425 420 _ _. _. _...__. 420 -.__ .-.._._.._.... __.._._---j ..._W.. _._.-_..__.._ _— .. 415 410 - __._ __ . _. _ _._._ _. _.. 405 -- _ _____.__.__.__.__.._. 400 400 - _--------------------.. 395........ .... _..... __._. _____._._.__._ ..__.____....._...___.___.__..._.,._....__._..___ __.. _ ...... 395 Vq 390 t - 90 385 ___.__..__-.__.___ ....________. O __..._...___- cn---- 380 9 8510+00 11+00 12+0(0 13+00 14+00 SANITARY SEWER PROFILE (EXI -> D SP12 1" = 10' VERT, 1" = 30' HORIZ 485 zz ......, ... ......_.. 85 ............. .......... ........ II. >( II�. L ......... ., .. ....,....... .........., {X} m ....... i�..._ ..o .. ..._.. ... ..........., • ... :. ........ era.. .. ............... ... • .....,.,.....sn. .............. ........... .. ......... .................... ......,......,. ., ........., . .,............ .......,......... ........ .. ...... .. ........ .. .,. . ............. .... ........ .. .... ._.... .........., .... ............. .. ..<..... ........................... ............... .......... .. .... .. ...................................... ... ............ .... ..._....... ................ .. ............ .... ..-....... .. ...... ... .. ........ - ......... ..........._... ... .... ....._._..... ...... ...... .. ... .. ............. ... o�\o ................ ........._.. ..... ..` .. ...... ._.......... .. .............. ..... .. ....w ........... ................... ..,........ .. .................. ........ m .....,,� �}_........ .LL" ....., ........ .. ........ .. ........ ... ..........-.. ......... .. .............. 480 _II ........... ...._... 80 . .._......._. .. .... ...... ....... .... ... ............................................. _...._..... ... .. .... _.... '. .. .........._.... .. ... ..... -. .. ........... .. .........,.... .. ... .._..............................:.. ......_..... ..,.. .,............ .. .................................... ...... _.._._.e .. .... ... .... ._,.._............ ....._..... ........ ,.... ........... .. ........ ...... .. ... ..._._......... ........ ................. ..... ..... .......... ..... ........... ..... .........,......- ... . ........ ......_........ ......... ........ .... ..._............. ........._.. ........,......... .. ......... .. .. ............................................... _�_n _........ ..... ........ .. .... ... ......,..... ............ .... ..-_. .... .. .. .. .... ._... ..... ..... _........ .............. ..... .... .._.. C �11x co 475 .........._........................... ............ ............. ....................... . ....... ........ ... .... ...EX .7..7. ........ 'EXISTING .. ... GRADE ......_........ .. ............ .. ............... .......... ....................... ............ ... ..._...._.. ........._..... .._..._.....__ ._..... _._. .. .._.......... .. ... ...,-...,... .. ......... ............... ..... ... .........._. ....... .., ............ ............ ............ ._ .... ..........._ ...._....... _.... ........... ............................................. ............................................... _ ... .. .......... ...... ............. .......__ ..................................._........ .__..__ ......................................... ..... _.... _._ .... 75 ._.................. ............ _..—..� _ _...�... .. _._ —.�...—.. ... �..__ _.. —.—. _..�..—._ ._.�..... ............................................ PROPOSE GRADE.. . 470 -- — _._..... 470 ....... . 3. ' IWIN _..... —. .__. _ _.:. _._. ............ _ ... ........... ....... ........... .... ......_. ....... DI :CLASS 52...W . N .... 7EF2LI E _.... _ ... ..... ... .... ...... , ..........__..... ..... . ..._._... .. ........__._ _.... _. 465 — .. .......... ...... 65 ...... ......... .......... — __._ EXISTING-..8.._.-4V f L .. ......... ................. ..... ._.... ......... ....._.... . .................... ............. _....MiN ... ........._.. . ....._ ...... ......_ ........._. ...... .....-� 460 �..... ` . ._ ........ . ... .. ............ ..... .... ._ ........ . .._...... . ......... _........ .................. _ ..... ... .................. 60 .. .. ...... ........... .. _ ..._ ._.... _. ..s.� ASS .... .. ... . ..... _ .. . ....... .._ ... . 455 .............. ........ 55 _........._ ..... ......._.. . ,.. ..... ... ...... _.. .. ..... .. .. .. ...... .. ...... .. 450 . .. ...... ................. .. .. .. ........ ...........,................. . ...._._... _ .......... . _............ ... _.....-.. :..... ......... ... ....... .. .............. . ...... ............... ............ .., ...... .......... ... ... ... ....... ... ......... ,. .. ....... .............. ... ......... _......_ _........ .. ..._. T 4p _ GLASS 52 _WATERLINE ........ .. .. ...... .... ............._........ .._......... . .._..... .._ ....... ....... .. ......... ...... ............ _.............. ........._. _. _ 4 50 .. ....... ....... ........... ................. ........ ... ...._ .... ....... ...... __ .. _._ . .. ......_ _ ____.. .... .STORM 445 _.. 4 45 . _ .... _....... ._... _ __............ ..... . ._....... _ ... ........ ....... .......... .. . ...... .. ....... ............ . ELEV — <15:0.372: 440 ... ....... _ . ............ ........ ....... ..... .......... ......... . 4 40 __. _ ......_.... ..... ............ ........ _...... .......... 435 .............. ............0 O d ........... ........ ..._.. ........,... .. .... ...... M M ....... ......... .. .. _ .. ............. N...._ � ... ......... .._.. ........ ........ .......,..... ._ . _ .... . . ... .. ..... .. .. ..._._ .. .. _ ..._ ....... .,.. .... ..... .. ..................... .. .. ............ .... .......................... ........_... ..... .,.. .,..._.. .... ........._.. ......_... _... ......................._._......... ..........._....... ........... ..... .. .......... ......._..,_... ... ... ........................... ....... ...., .. .......... .. ................ .............. ......................................................._...... ... ........... ....._...... .. ...... .. M «...... ........... ............. ... ._...._.................. , ..,... .. .. _ d.} ............... ...... _..... �........ d ............. +. _ -�. r _.._... ........_.........._....__. . .................. ................. ..........._.........,....., .................. ................... ..... ...._._ ..... ... ........ ........._....... .. .__._._._.. ................ ......,... .. . ...._....._... ..._.:__... . _................ ......... .. .._... .......... ........... ...,.. ...,............. ...... .................... ..--..... _......._..._. ............_... .... ..._....... 435 ...._.._..__ _._..__._.._.,.................. . ... ..... . _,r......... ..._._,r....................,r,. _ _........_.... .............. ... _ . ..............._.__....... ... ., ........ ..._............,. ...,.,... .......,. .... .... _............ ................ ............_.......... ._. ............. .. . ...,_ 490 ..._......._ .. .. ..........._F-. ..,.. ......._.. .. ..............._..... ....._.. ., 1.-.. ._.... . ......,.._.........F-.. ... .. ...._._k.- ................... ..........._.. ................,.,......................._......... ......._..._.. ............,._.... ................ ... __....... ..... ................... _.. ........... ... ._._._.. .... .. ,..... ............ .. ........ ... ................... .... ..... ..... .............................. ... ............. ........... .............. .. ...._.. ..... _._._... .. . _ ..... .. _ ...... ..... ._..._..__. .. ....... .............._.. ..._......_ .. ._.... ..._ ..... ............._.._ ..... ..............-. .._... ... ..... ......_ ........... .._ ... _........ ......._._}.-.......t-.. N ..r,..... .Q..... f/) ................. .. ... ............._ ........._....... .._. .. ............ ... .... _._.... _.........__.. 75 10 -00 11+00 12+00 13+00 14+00 15+00 1545a 0 (p�AIE R LINE PROFILES1 = 10' VERT, 1" = 30' HORIZ �21 o 40 L�Nv Dda3— N In O Vm' L 'U a No. 33028 04/03/17 �. s i INS 0 Y; A s ■ 4' t I' ■ P F e i F INDEX TITLE: 5 FgtSPt2 DATE: 03/17/17 Line No, -_ Inlet ID DnStm LnNo � , , _ Drng Area (ac) Runoff Coeff (C) , , Incr CXA I , � , To (min) , � i Inlet (in/hr) � Flow Rate. :(cfs) Known Q (cfs) � Invert Up (ft) � Invert Dn (ft) � � I Line Length (ft) I �. I I Line Slope (%I I � Line Size (in) Capac 'Full (cfs) � Vel Ave (ftts) I I Pipe : Travel: (min) 1 6 __ Outfall 0.22 0.85 0.19 7.1 7,24 16.09 0.00 447.2Q, 446.39 78,720 1.03 24 24.85 5.27 &26 2 1 7 1 1 0.54 0,82 0.44 6.8 7,24 14,95 0.00 448.50 4,47.7Q 58.400 1.37 � 24 28.68, 5.59 0.20 3 8 2 1,03 0.88 0.91 6.6 7.24 10.67 0.00 449.90 448.76 191.420 1.26 18 12.76 7.08 0.25 1 4 8B 3 0.00 0,00 0.00 0.00 452.40 450.00. 176.670 1.36 15 8.15 4.49 0.76 5 9 4 0.19 0.83 0.16 5.5 7.24 2.14 0.00 453.00 1 452.50 32.420 1.54 15 8.69 3.25 0.31 6 10 5 0.16 0.90 0.14 5.0 7.24 1.04 0.00 453.75 453,10 26.870 2.42 15 10.88 2.72 0.55 7 8A 4 0.40 0.90 Q.36 5.0 7.24 2.6,1 0.00 466.00 452.50 57M0 6.05 15 17.21 3�67 0.45 a 7A 2 0.23 0,90 0.21 5.0 7,24 1 1,50 0.00 450.00 448,75 31-870 3.92 15 13,85 2.34 0.44 9 2 Outfall , 0.00 0.00 0,00 5.5 0.00 25.32 0,00 422.90 415.8-8 4-5j10 15�56 � 10 3 1 9 0.00 U0 0.00 5.4 0.00 25.34 0.00 I 432.80 423.00 61.540 15.92 1 I I1 4 10 , 0.15 030 0.05 5�2 : 7.24 25.37 0,00 439.90 432.90 87iO2O 8,04 24 69.49 8.08 0.18 12 5 11 0.51 0.90 0.46 5.0 1 7.24 25.07 21.75 . 445.50 440.00 105.080 5.23 13 11 Outfall 0.00 0.00 0.00 6.7 0.00 0.38 0.00 440.90 445.50 36.810 3.80 15 13,.64 3.60 1.85 14 12 113 0.07 0.81 0.06 5.0 . 7.24 0.41 0.00 447.75 447.00 � 33.240 2.26 1.5 � 10.51 326 1.66 STORM DRAIN COMPUTATIONS ­­ ...... . ... I .. . ........ _.....­1­1 ...... I ..... � ................... � ........ . . .. . ....... . ............. . ....... � .... ­ .................. ­­_ ....... I ......... � ........ . ............ � . .......... ­ Line No. Inlet ID . I Drng Area (ac) - __ Inlet Time (min) i Inlet (inthr) Runoff Coeff (C) Incr Q (cfs) I 0 Carry (cfs) . Q Capt (C%) Q Byp ws) - Inlet Eff (0/0) Curb Len 00 Junct I Type Gutter Slope (ftift) Gutter Width (ft) Cross S1,Sw Milt) I I � Cross SI,Sx I I � . (ftfft) I Gutter Depth 00 I Gutter Spread (ft) ____ 1 6 0,22 5.0 U9 0.85 1 �06 0,90 1,97 0M 100 6.00 Curb Sag 2,00 0,083 . U20 � 0.20 3.67 2 7 0,54 5.0 5.69 0.82 2.52 0,08 1.69 0.90 65 6M Cu rb 0.050 100 0.083 � 0.020 0.23 5.06 3 8� 1.03 5�0 5.69 0,88 5A6 0.05 5.21 0.00 100 6.00 Curb Sag 2.00 0.083 0,048 0.38 6.50 4 8B 0.00 0.0 0.00 . 0.00 � 0.00 .... ... I I ... ..1. .- MH .... 1- 1.11 ­.. 1­ ­­ 6 9 0,19 5.0 5.69 0.83 . 1 0.90 0.00 0M 0.0$ 92 �.00 Curb 0.047 2.00 0.083 0.020 . 0.16 1,92 . 6 10 1 0.16 1 5.0 15-69 0.90 0.62 0.00 Q.77 0;05 93 6.0.0 Curb 0.047 2.00 OM3 Q.020 0.15 1 M 7 $A 0.40 1 U 5.69 0.90 2.05 I ��t. .­ ­­ . t.". ­.. , . �M,H i�­ ­­ �­_ : -­� .... ­­ 8 7A 0.23 5,0 � 5.69 . 0.90 1 . � I a .11. ­... I ... .,.. .- MH ­­ t­ ..!. I ­, .... ... j I � i 9 2 0.00 , '010 U0 U0 0,00 .." 11- ,­ . .11, .- .MH I'll ­11 .­ I I I ­­ .11. ­. I 1 I 10 3 U0 0.0 0,00 � 0,00 0.00 .- .", ... I 11.1 I- �MH ­., ,­ .... .... t ... ­­ 1 1 4 0.15 5.0 6,69. 0,50 0.26 0M U6 0.00 100: .- Grate Sag Z00 0,500 U00 0.10 0.19 12 5 O�51 5.0 1 5.69. 0.90 21A1 0.00 161 0.00 100 .­ Grate Sag 2.00 0,026 0.020 0.26 12.89 13 I 1 1 0.00 0.0 0.00 0.00 0.00 ­­ ... I 1­ � ... .1.. MH I— I - 1.11 1 . 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ME >�' + I ­ ­ _' 420 9 1 11100 STORM SEWER PROFILE (JB -> I .... � ------ � . . ........... � ... . ......... .... � ... � ...... .. ­ .... ­ .............. . .. � ..... . ­­­­­ .................... . ................. � ..... ­­ ......... .... � ....... ­­ ....... . ... � ....... � ... ­ .... � .......... . ­ ............. . ..................... � ........ � ..... � I" = 10' VERT, 1" = 30' HORtZ 471 461, 461 45! 45 I 44, 44( 43� 43( 9 STORM SEWER PROFILE (7 - > 7A) - 1" = 10' VERT, 1" = 30' HORIZ 48( 1 47, 47( 46! 46( 45! 45( 4 4! 44( 43� 43, 9 STORM SEWER PROFILE (8B -> 8A) - .--.-----.-..-.------.-----------.-�-...-�.�-� ------------ --------- __ .......... . ------.-.--,..-.----.-.......-.-+-.--.----�--,..--.. 1" = 10' VERT, 1" = 30' HORIZ 470 465 460 455 450 445 440 435 430 00 480 475 470 465 460 455 450 445 440 4,35 4,30 00 2 1 3 04 JOB 06 70 08 I 1 8B 9 10 480 _�T_ .... 1� jc�_­­., . I . - ��, .......... � ... ­­­ .... ­ .................. ­­ .... 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T, Tt-16,1XIA 9A`Y. .VRE :tail QR, CAST: k �'LA". a Z z z EYE HOLES FOR m m te' .: VrEEP LE,: 2, - CHeTp- T,G : GL S a IF 0> T R1 Aegi. o a I ra ;�: I SEE r TE � 40 prA € gam. ,,, ��`TF TO CLAS!:A3, W AAsi IN PLACE; PAD LOCKS €f) t, � �t �m 1 Q P$i Farr. }„ ..® o .. I - :..:. ... U ... .. ,:- If _ �' I .. C IdET!iWATi�^i 1� . C IrfiEFi HAVIW€3 ,A 3trkMS n _ . . �"?I q � I " . ;#del. � s 1ALONO Fat€ r CURB} s: r RAV Nc A a�, s .cO 5,W a E€`T c LE : t� x I 11. - . U L - w_" stt NG .FA.�E z F A FVTJ As (. cut3 ra1Aa TEa., c .. _ I STEF .`SE G;. 6A'..',i13i iSmi klml 3;3F,TS u'f=fvas-v&Aw-i 4�gAg 4, TW OEPTM OF G: i MAY E CEOUCED AS �W. r _.rr_ . _ . - AVM _E _J�Rf€ A _ - N%RT .:5 � - . A$ 5 i16 DEPTH) OR-ZMASE6: AS Mt1CH'. AS..: „�: - rm : LA YY,2% T'K BOTTOM OF T411 OURS' �& W''CTER �>,'' "•` k ; dr AFZw €? F£CE 4?F UI ': : O.': _ .. R,a &03E.. :CC7t i98LCFED PARALLEL, .TQ THE S k g' t'�gr !XPTE4"+','N,4FM, TITAT T,f "Q?TLSAJ: a . x"R:.. % \ . ..: cc - .. .,..,2," ..w»«,-...6U iY$<L. r1 T:dP KSF' `', ti GifTTER: ° _' �' •� F+F SU`F3 ':CQ€3t3SES AWr3''T THE#3EPTFV:t,F t5 \ '�,,, \� PM041 RQS , JO NT ACE. �caraTFNxsL n, JT.- . � ~ u, .::..... �He RAV8E*E*WT +C n'F' ,LO 'VFWIIrSt;6TCII IU'RE ": I D .: ..... - - . ..... ..._ > _ .TYt# R1 ESE :TO' . REPFk<.YS TG:.H£ Id".JL'S". SH4WAJa 4, 'z. r. .r ''�, .... -:.. '. '.:p,• i .. - .. ... Nfi# ACyA.iSi°f: tNT 8d ram, PF E %�C3 J T�. t3 ,VA : - v� _ „ta' :: ...:. ', \ .. SECTION I Ar°!.A 5. xto 38L. RtT ha F arrE LASE CQ;e P s. � N T�f�T Ass F � AT J J r: : e� + " M �E "PTrJ a: ^'" �,' A> � � Is � ,, .. .. d vt tpftD. As taHO%* IkJ Aorts o x A \ i� 3cr` Juan. ,. c> -r r ra se us a r a cii r r r ", �A �A . ; srJI�F u ` � t;�` tb tbmtY, joim$ 2"` AYt OE A;istltP{t1 IN JHE TrC1N �_ . :. s UNso 1$A WK, Tt REQUIREWNTS F aO_G As �s IN A \ \ \ ., \ "`` \ ' L v�Far LE "pa s t` . WARP k3 �"PEb � A OF tNE *"r4T` agAa €a tic xtrrJua c ` ° \ SCH. 40 GALV. FENCE CxLP3TER' �� tar+ uxaAn .� A , ' POST AND GAT IrJ± TnE 'i,i Ga S' _ . ,A \, €T AWNUA,c" gin u E w/ ,' _.... 11, awes. a.' "r _fW I.; CtTr l '4.` aA o \ \ "BEIGE" TREX . smz uz ' ' ', a o WOOD -POLYMER . T d ba . a�'A I ( 1 .' \'\ LUMBER SLATS TO �,' } A'ii:.00 �. ... _. -.. ?JI, » \ MATCH BUILDING. y q. r__ -:�vb a .... : .. . .... n a.- ,.. kp ti. d: 4- ,-.,.rw..». ...•,-:. d1 f EILA .:, - ``` '`.> d° _: s. �� , . \ \ \�\ GATE LOCKING A I,, .. ' A v , . Ai i z. VS � �� PINS AND PIN �, W � DIAMETER " d p,. AiXS f3 m . Wef,P t 94 "T ELEVATION r � � Q �� aia F RETAINERS w/ !j CGI TTEF� HEreT�vr a° \ R PAD IONS FOR . LOCK '� / PROVISIONS - .__': ytlzf:iTENiT PLATE SECT7A>+I B�B \\ 3`t p„ �� . ' rr E tTT kt sae Tt�€ t N z� . t a ---\ 4 � 4 T. ;, 1 V:, .. .... .. CUTTER MAY BE CONSTRUCTED ^ � -A ' '� . •A;`:' I /� �. :. m_ a °�" p . S48aE' L9T$gtSES:'PRfiBlkiB ?1 a +✓ >.&� 1.63L� :CC : Cr7 ST�Ni4BARi3S. , Eft t.��s/ .Y�tt4'. ti�3drP�l,Ntd" DEP114 ' Tx' °p � ?1. riPE A.NAL9&� [ ETAL'SL.OL L. E iJSEi? . 1, 14 .. . AREA iEfY: :'CDW1 F%. : t---------------- -- --------- _------ v i AN 3' T r T c .. r r r a T ra. rS I� ANI` ;. , ;:. :8 I Ti: - - -4 N T t p,1 T H . I Tyra g NOSS r ."Sr1ALL eE. kasta WITH 0�-2 t C'c_ STANDA D%., Tt TYPE e r� ° x: 4„ STUD SHEA .ICN�r�ECTOR wELOW _ h ' i ! I i a � TAL PJWIZED F3.ATE FOR TYPE A To �E �:JST ,tt19 mm arcL�.Or 66"Sw TO, AH9L.E W1GN AT 2: O C. >A� y, �°� f;tirwECTORS; AND t 14 13E ANC;:kiK1J=£;-I) W11H t,°2" k 4' STU€JSHEAR ' .. . ... I i VIELDED 70 R€FIT PLATE AT 2'cmc, i�t} � �}�Tl�I� i i �� �`r�, I i FvrEN:T ' sASE i __� `__ POURED Q POSTSE __J L ✓ L DI-.3C: L. .. ... W1 <PA�1EEt1JT L ___.__ _ - a L--------- J r-= i --- LOCKING PIN RETAINER �' I0.riICHAFL F. WERS �' tat -a. Lr , $, a, _ ... 61. L N 33ti28 _ - _ _ r J1f'T�ATV SEE STRUCT. DWGS : FOR FOOTING INFO 'd �c. o. °F.� FLOW I r �F G t E�TRi�i�D .... 1 I , '01 . I — : I : I 1 DETAIL WHE14 USED NOTES: 04/03/17 1� -1, 0 . SPEMOAtONs�€CIFICeTJ >:J USE r '. - sy .. ���T' t�'„';'EktEt�E _ Ie '�r`JGiC3�' 1 DUMPSTER WALLS TO BE 9' 0" NIGH ���'� -��� FOR.USE IN SAGS WITHOUT G `TTER " OM91NAT ION �} CURB AN� `UTTER 4 * �.OR T IVROS ,. , ,���+ ?`R 6 CURID FAO Arse aR9)RF'ST JARDS ? PROVIDE CONC. PAD MALLEABLE STEEL CENTER STOP HOL AND SLEEVES FOR I p � SMS To eE SyM1AEjRCAL .I R / D, NAL Js REVi id EATS =SHsi�T s 'OF s �� REVISIOb DATE SHEET.s:Hsp I THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. spe"IEICATIM, Sol I" INIA DEPARTmEwr' aF TRMSPORTISTION . scrl , VW. ,INIAT bF.P,*1f140NT' OF TRA14PORTATION, . voc - REFERENCE ���, � zs"Ol 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC. AND PROVIDE IT Izz JS @F%FxErANJ, sts.. wr:rTT rl{JsarTA+r _ 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW. rET } 1 E+rilaN3'Lr 112,E ^ 30"" :PIPE MAXiI�SiJi4I bEPT # (H) • _ . _ _ .. _ _ . ar ,a . 5. FINISH TO MATCH BUILDING. 3Is5<O''� - tJ i`it� VIkg,+* OtOAAIMC rY.' lk,4J$PT#r`a'TA14m '392 ;I 1 DI-_ 3D DETAt�������CG---- ca ......__..............._....... ui SP14 NOT TO SCALE _.__._.._.__._ --- ____------_—____.__._._.______.___.._-----------__._._.__. ___-- SP14 uN0`I' `I'0 ��e SCALE SP14 NOT TO SCALE SP14 Noy To SCALE Lu U m � _.__.I'll1­111.............................................................................................................................. 14 1/2" COVER LIFT NOTCH p 0 iTAFi4i5 EldfTi9Isla 6 o° ILWITS T r.G_.as m 12 1/2' p cc-1 as x s'_0"LV[.+r " k`' v�� R c 141), A iECrTtr F ,� 12 3/U .... �ccusi eicai c ---t I _:,: _"a',.4".` :•::::n' 'i:'k :'i?:)AT .a.J �:.t..: i'.... %i i'._;I d �.� .. L' 'iS.T.,>#kMr$ :t>�' •.... . .. .. .. .... .. . rl- . . W ..._-- M,.m_.m a -:,. - ..-„ ..t..., .:;';,_3E'_.—_: ,-c- .:.-"w *' jy - `&3TH. QF:Ek7R%ltit _ ........ .. _...... ,.y. > -- , . qa �T t,)f.Ti ?d , � r-#5 00NEL,H 101TS Q 12 G v " '.'`p�'''�', "'Itt _ ...... ... , - L:.::..._. ,�_..,.....: iA ;A. 3:AR' SI�AC ... .Ai'vvT C ttu.;. _ .T. l: T , iJF..a A. ..• +e L 7a .i ;�i#k. j > i : A I �0 ,34',ih€I _. .... .. '8 .. ft ; p 'd: ` {-£fi : -:x 3rCCi5rs. R4M3 I ....e. - ' I '. .. .... .....:... MIFI, .. _.......: ,. ,. :.. .T .: ., ..... «. ... , ':, .: - —...:" A-- ?y Cad':' JMs: M; B" 8*,S a� f!". C-C e µ 1' r _'» er' AtA7rd%ik3Af'i?3lJ iV599k1 ... � i5 A<'�+4 �N. 4tER vie I ►Y Q''SP iatli i 3iPX c� a3.. a —"1 .' :,RAti SJEY/At�4 $ ttQ CA . _ 11 ra C TD C LS tit"'DEPTHS .-.'-"' STJJikq,'�trDrrRr? fiT�6T , ;1 E 'rgsv T " > EALOC .(hw i?' �it6 Pfq' 3 ,. . / , - 'N r( I WATER '-w1-1 Lry x 2v a�4 rtEYViAV . s I 0I7f%C'C`T0IAAt A!"/�C'�i."f` -0^1 i?0'.C`' nC TAlt .A A1rt :_--" : L_ rill I'- .J-_ .�..'a:.._ <,_:_:..-,= .: ,+�-.,, ..,. 4_._. .�. sa _ __-__ _. -_. r'TiW. h++Qe..La..}..1... ,r.y'«+a.m.•v:. .lt.rw�',,.. Wrm :'>a�w t ,,_„.,,._.._. tfii h. _.. ..... ..: ! "K?.' 11 :11 ': ,PEN3PT*N& r4GW ..^WAY It: RE0i31FiED: IF TA i.UT:S OF KDEffi'ffiRIAK OUD. VWT . Tftinti iTE t3{)aaE TYPICAL I}ESI E�i. - .. :....: :. E �nrSM JMT''.A'. i" I m ..... 2" MAWT 'i h3"i 'kp, i pu�lf r VTR -: t1. } i 'A'i lY sa,A E. •..., tEE `SHEET I OF a tsl[�. #L'''Fta�t,BILLET STEEL � OR :`10EW41C ^. 18" METER BOX 11 1E5 EzETFJL , � , � � rFr r Yea � 1�s,e pE so3 ' t. si ��ra ranr��-pp��� v �s�t A�tsrra� ��k � j � >�E�E��tw: es� �c�JTts ����E k �ol�rtr us �T r��. L`�ir CAST IRON. LID ..... f,_o,,. I . ... , " _ . STD,$ .. 4 ` cawi2 TEVAt�I,.E 1MA}1 3?, d*-W S z aT'A Ca eTLls ,Nc AccEs . LL­ L2!(e XI 2J'x:r. � All � �. CBOL.F:I 7E COVER. *, W '±IRATE; To LUE fURNISk4£R " � ELEWNTS �A F WY THAT CAN APPROACMIED, ENTERED C5 i.' I" q, Lt x: a s u x. _ AS A atled,.r.E, L M9T: T� i5 8tShCi�iE ff" c AciE � r 0: �Y k ST!4JhN5. � AfCESa RfAd3E :1�' rT A�£r kT . . @ACK F 3 5. sp- CAE-,,, _. �.,:-M— ,._,,.,�,_.r• ....: _'':. ... _.:........ 4 ,.:; .n ta"fCaOTE YYik:.q 't} t f-;}vi ,:.jg rx t3.".(,Ai .:1J CiPs* a;. t, r,a11 �j ... ... ... .. .. GUR .'8NtA1i41ii. 3�N17H +tAUk: .W: V. 'z" t!.) m'33z 1� wo.�. " ,. J- *.k -1. -. J�ffA•TE alL, - LL7 _.�.�� �: L,. �Y a c LtrAT c1 cuts l 0 8. a SEE'. :. I �SJCa1siS SHOWN ARE i.iFAEk9i,It�i.. ACTUAL � J \ a CJETAiL. BMW: AIR ..LdAHt TJl Y1: _E3P.ui5imM. ii: ii:�aTf2rtfii i«CGES YrC�iiFESI A 9E RRdV p.A fi : r s' I: �' TRAVEFtSe4� E WIDTH !S :k[r� k%tE6, 3Yt7k1 4kX. x`!. S : SLOPE: t?E: p lw•- 'EOTI+ PV . -t '. ' X d'x . b. Ni'iPtMAU iS' 70 �itE.:kTCI,wECAFFI LiiG'iT;QN�.iiQT NOTES, A O .Ruis$IL'LE._ {,: \. ��,,, a gkRo .. _r , r, Nr;fitraAitY . u9JE'T:Tq TRAFFIC, sii ����� liE 1Ti 1 ' 3t 2 . X %. JW� i�E M ROAUWA� I S:T±RfkPt35EU fi' SSW rd K :kS:3r i PC#i E{3: i1f Or rTH ii LY i�I PH £�tTRANC£ 6� :. N'' TRoCTKty .1 .. - . £�i i� �Y:. t N . RJT ... „.„,_„'.....: : .. •TY2 .... e :',�aBR'I': -! 'E .slti .L`R?rti513_ .. E3R $Y _ir. w 1,.ASS!pii*'57YiUCT3CN5 �iDNSF7'. +1�%iH i&EAikRECi.:BN', ,, _...... W 'IS .A -A t� T�1lL X. NORM&LY SU5,F .F� � �: _.. ... u� `L " , ro. T F FT . . A , .s. 2, PR@i4MO ?" tEwAE Jc T{3 t ass.:A. s Gi3NCFpETE L 1 r I T SELF tGt # t ETE COVER 'AN GRATE A �, � T��Ta�r� T�orJS.�E ANc�Ji��11� �: €RAN �i i HALF FLAN WITH BUFFER ;VTR ��T� 'APPROW �r°r rr t"Nam 11�1�, SEfli B. _ .EaL ehws TO Na,sx:r'LQ S'Ct3TEif T€3'-iMT3ri' ik I;. CLA $ A3 COW. +4tJ r f1AGc F� l D1 DEPTH if, S"W&K' �lNJ}d:itrid 2'-t ° • aRAtF:w t. r�, 1Ei LL,,AP,:, TO: i XIVANIZER AFTER AGE i3F' . tIF; CfiV�RETE CA1�R i � I.- �� Nt?TE5-; — ... ...: . R^E -"'EE �"HE6T 3 F. v: go'._7i . i " :. .. ... ... MAD, id€3Ti'E 4.::!li, OET,Ni.S K3q- FEN53t}I:5' NOT �aHb}AV6'Ni£' FW£'S+i :.t5- F:C.'ti. GENERAL 83O. . 0?S THE "2E1ECTz'+F3LE WARM S,=t&F a .. , t7 . � - � re+r+�'""".""'.' "�'� � • ti'.'� t� A � S+. �. � 1, ri{;,t - �.LXINTS"8ETi1.ENt iCONCRETE`�:iVEW' D �iJrIUM � STANCI GSa' .: 11 . ' . - 5 '. 81 USED Fes, tON5T%CTIONl.'THAT NCORPORATE5 WIDER SIDE0"L LP.N511�:.• - .... . dYi} JY REJ N1k'vE3i3 Idw .TO i3OWELFD (EY' DiCIR s.: . n, ;.y� ' , a ,' a ,n� a 9 gym`: yr 7NIa OE1uhd 7t3 LE. .. .. _.:.. }t.%": >r ,2i%">N1G .. :4i,: a. m > q a (3'-t+I)E; E TEED: ;xT:T P ?f UR A g1,f I�ti;33:17d Ga, :.R LE r'N'T':.H: BSI FEET.. F£9i;:.;k1 t ..-. . C�, r%i ' LLE Ai.. :. 9I::{ S"a?Ei?<j �37ii�;' a11dr7: ?IPTiFEi3 1TYL1 ?;. n' »' ' :� a .: ate, .6 . n:. a a .. a . Q. n . c . T ti i3 € z T .. 1 8 • , C-ONSTRU T19RI..'. ° ° 4 '&"�" n e:. .. S Hs IDE" ►'AY" KSs. 'API''3.%E . T teT# .. EN,rTRA a .lkP0"' r-� � 3,µ �,A d�i7 ati? i flv. F'5i':E1itArt i; 8' MrE Ham: ' �4 ' + n... AS G lyft_ AS THE''tJ O S y;�'x�i x a: FtJs s Ta:�r+ruRa' ray»z t� , et a - 9 i3 1 £ro,0,k 1D: YFt?k. EL �si$ALL. m AC .t si3aVd3CE ?:YET " "`I hCE tHi YP#5.5iA SARD: i3 . ADJUSTED: AT iR�E � EXTENSION L 3 o=S SJfk E Lit t C .,.. , A 4 � i rE A L. �. rt . S �" ; - - I � iit?tkit E. CtiRp. S a ATKAJ Ja�ikJ ?, $i.a . ' AREA, kkUTTJ336 OF i�""' ": ' MEA ""'TADE..of � � 7'#Ytts.'.t:7Yk�.}. 1i..: �it'"titT•>„ :8�� - : ': bd . , `'� TR?4`ECY#>�Y -SHt�L ... TVtb1MEL1KA1" SHALL ACE w €rx�r to 3 'T, : L � S CTION .�-A A. SEE. S1 t:LC9Mii7 c� T� Fc� }�;�cr to � �A w x ru � � d ay ri ,Ad:IOWED::PARALLE2 TCi THE Tii7i^H L€iil. }..� j - "^'C .aE 3�iK3,Alzt3 AIHN BE PROVIDED WITHIN � 2?.;}g1�2,* '.l� R,T1 �S CTION �i40 F�„^ Z6 » . • ` - • : THE J0''WE.ai TWE 4iP:FakE _ : 5 R -W, SA35. tt .32" 6 i~ -J5 v CL35:sAi?T.3£.:AxEA d",4:iSSYt�6LtC. At+E,r1,'-; : :.'.�gt"RATrE' ... '1+i3 r9J+? "L;x TR .-iST; . qET 5 SiF C,i3TTk;,F?; W ;^1l i 3f� 9r ` : `.re RAiISHS t f7�iST34X 7MkA: JC3ftiT: S� 'S?, E 5 i S " �� iliE7f�tNT3 ti PLA EWNT, k r SATE iEE% sO iiF �� .. , _ 57. 4 (2t. s, Eta O A 4 i ti kSIAr3 Tad l., Y.. f?Ei3MMS53 Ct3FwurRk}GT DH: H JB ' r-+-i FA 57 PE iJQ HEAit' PIPE SLOT ' F ,! 00 a J ^� T rsr BROOKS i : � ,, ,, i. L r 1 a (2 PLACES) 2200 SERIES — ----� nn f :t TYPICAL PLA�kEI EtvT ', I . II z- �{ . X. t ,, ° `4 y k 7114,..,., �+ ? - :>.,; i, d TYf I AL PL.ACt-MENT ER' E TI'. CROS,, WALK, A14 i} x li:ELK ,. X t3: �IECI'I AT INTER S..0 }F e"�.A". ,. A {ETiATE SASE °. r r'. xi : d°;GATE'. ASE' LPG p.ga 6,. Jri R GATE 8AW AT iIdTEI SE TI t: x: t 1 TYK IOZE 219 T.*Lftj$t2E 27g na TkJWZStiE �a:s ar W►TNiNRUA�F WITHIN. C3{AGClL PLACEMENT LlArtNAL E?LAEMENT GATE ifx' x".3s fa„ (WITH %3FFER STRIP} WITH QVFL ER `STRI SECTION 8w SE TlC1N � � EtTI()!`+;1.I3ri3 w METERS1.L. _ . PT1A%T13J :. _ _ _. -... _'..' .. . .. . NOTES. (5/8"-1 �pEeiFirriiin _ _. �ttir%t`:z swEctc,rxx� ¢ ... NEFEREMIZ:L....' .. _ .: : ::.. WARNING ',a SImlRFAG'E >I _..... ..... .___ _ _ �YDOT'.::..... z r LOCATION): PLASTIC BROOKS 2200 SERIES WITH 1� DETECTABLE: LE W NIN Ri IL�CaI ST'A9�&R a {1 } UNPAVED AREAS (PREFERRED LOCA ) DETAIL. CF" ;LOAD CAR YINO GR.ATC _.... .1.. lMEFi'�C1AL T ROAU s`WWOE SFANDMOIS w „ s TAPE .A E, (PERPENDICULAR)1..APPLiC4TIC3Il Eu Ic�v t�tmr� rEET ' JF f . _ _ _ ...... .. . ... _. _. ... - . ... . _ . >MI*A i� TRIM . T I .. IC ....!ITICIPA 1 E . �a*tE, a c ..a c> �., =' m 6 EXTENSION OR APPROVED EQUAL. �� vrF n;t t> aT +c ENT F T� ' 1PT4T15I s ara� zag .a� _ _ oz — - OCATION : CAST IRON BINGHAM and TAYLOR No. 6015-8 �/ D AREAS ALTERNATE L .. ` sRcl'redNa `.. ( ,} 2 PAVE } : 15REGIFI"TIQp , "~; D= REFE1. iG : .. STANDARD ARD PR ��""�' A UNITS INCREASE DEPTH TO 24 . � -1 ETE T LE W 1N : S ;F E g° ' ' ilrt drA P1�dTJii57 t3# 'TEtR1iSP TFtTAYit?r i 2ii.AD OR APPROVED EQUAL. USE 6 OF BRICK and/or BLOCK TO . GAO, J"re mE ,.T J"ta+ws iL I — . rr 7E AECPEIIICiLi rFLIGATI FrEuiS40NJTE sFaEET rdFa vrRtarA r�€.A ir�EkT cF raAlvtuaTt�TJsNa JT t OF I {3) FOR TOUCH READ METERS A 1-3/•4 DIAMETER HOLE IS REQUIRED IN THE 'LID. _. 'tff',nExlkYth :laElt+JiT dEN3Tc7F Ts>°d;ah'auh�T:^nTFiaN 37:+`f15 ...2C33..4Ei..... 8 CG-13 DETAIL � D �, METER Bob CG-12 DETAIL '� DI-`� DETAIL sP14 NOT T SSCALE I D Y PI CA T -- - - - - "-- SP14 NOT TO SCALE SP14 NOT TO SCALE SP1.4 NOT TO SCALE ;� FRAME &COVER w �c-,1. J pQWF#TcJWN_ RACK- :JC4T.E YtHESJ A°ELSETIxf.4'V, ACCESS `eIC'rt1TE .. .... ... .... •p• (SEE FIG. S-I-D,E) STREET SURFACE OR z ; -,-_.•. 4t2ta CRC A SLOPE IH E»TE 2V �,,7 THE CROSS- COMER SHALL TO ?a; FC7Et x A. WIDTH OF Y FEET. Submittal. Sheet A z NON -PAVED AREA I x T EE f AP ;iA H &RE �ur;FA Iris. GENERAL 3Vi}T . z ka5 7I FTE ,.> L ' 0 A3 ttATMINE !KgAbi )'N4 da'EE NOTE 3D *a1ipSYN ti'ti';'LC:M;i} - I,- WHEN L'WE[3 IN Cbvt UNCTltN3 WITH STrV'-7€T.�:F$;iCi;-S RESERVED n �2, _ _ _ .I:' sB•tWAW4:T £9Er19 . t9K w{;-'.. :f'sH-..Fhd:E tJid'TYila ST.�P1CtAt 1"a :T(� I_ ...___ d, THE Ct SLOPED AREA - 1- �eHOa4rNo*TO, FL1w'd"a:. O CD-7 To aPA<,FAC THE 'iVa'3EJAiSrAN ,-CLtt?ES.. -- ?.:. CAPACITY :2 EAkes C—' ¢ _ 4•U T, fj" €,G-ti" I_(- it, Y t"(S FICt,3J'>;14TIQ>^l:.N _ 19 .:L t.. Tt 1. ..j C5E S«J£`TE tF. t 1t` '----.—.— P4 � P_r "MAX3000 PS( .GONG. BASE .: SEE uTtp C44 i S-r 'FOt aC.t Rti Rkv!P OL;:. N T.t3 43E�� 1 —0 M 511,E1?ALK: &.VE aITH' T'OD `i,. I . i2.. MATERIA45 t x r d ve IJU< i It I �3---- — : 'I » i � `yM a2 ,Si;j 2uare 4.,he'„*ktv .x. 5.f,,;; �.{� EE.. w v :— PARKING i�i }�� s 0TE 1p n¢� irzrF7CsIAL 'HNt'A' ECs, SPACE '`� I J- I. ��,,,`. 3: A@l�k�LL,`E3?AYEr�Etdi 5t1ALt . E CfDNSTITU€;TEC! Ta3-:THE' .: 2'-0 BENCH SLOPED TO FLOW 36 _ � `Y- ,, FLs?Vd�LiHE _. 4 t utTE'nEkP:EFT AVM siJ isE Sr i rnTlCr' CHANNEL 1/4" 1' MIN. P,7J,SHE& Gavatxed -- "WEDG-LOK" TYPE p _ \ �; f iJE+ uu�Ls F€aa r nleaLrrE Y�vEr+ErJrHrcN, art III, '' 1 i -tit � to .&12r; a tort i KT r r, , e EXITI+IPJSIOPf r^' b .--,. • . --E . tSi£SI€:Pii 044TTE€I_ IW THE :EN 7RAN CE:3 .... . ° - -"0 i - � ,o stna.UorwL rS$Q c.'i.v -.I �. .POIr�L .^:,".`�- RUBBER COATED STEEL a °. ID ^ un,i..,,;Pui I, v,..813'n:e,.,,u_(1l�he> 7� IAJT a. SACk1AL ilz r �C1 IraATi r ,�H aFra curTE n - it €> s _n ra, ..:I L ' I ,tie.^',at N :.,o,.:,. � NO TE WICTTH :R'. d O OR AS, /�,; .., MAINLINE: Fi€ AQWAY. „„•.1 .'E) fGI &P77FO rsE:PL9 E4AEP:T PURPOSES, THE. R1SV LIrUE STEPS OR APPROVED U D .. D — o » EQUAL CAST IN PLACE 3 -0 MIN �( de C , .\ L i [-'1 Pow rL-at L. / > : :—' 'ht lnf. ']11' {'. 4 3hlr. 42V.f t3p.:;S vh ilu . / .. SHQVdiU: #1hS Tl`t3iG6E'iEC�TIOiJ�. ��: PRECAST REINFORCED ''� 1._ ' „hl n ��z "LAN VIEWNTRA3GE NOTES r v, tt BRANCH - `,. "1. ,L Erc. y L r, cu, i r - 5=: JYHEsr THE :EOt7kARt E PiAUII-t4°uNfaT kC{.3At4Yv7OATE THE L,...,,..,1 F_- ! CONCRETE SECTIONS 12 MIN m:;. T I F,:y yc Grs ,,:FH; Ent€tE OF Tici€ATEIi.H_AV THldV% » :, d 1 6" MAX 1 2 --•-..-. , J "r ' ., MMNLw.E KE7va *AY ,LOPE... TRAFFI � TErI€E I�EPrN -Fbast 51ir'eaalitt� Sa :truicCT.n,ShfP;s. .. .. 0 RING SEALS _ t/THRV 7HE. L!M,IT" THE f33(j10F140VLI} ,3.3E J�� a i r - :2. Tlaertn++Piaat,e O PARABOLIC 'c:L�'L`E tEr.TT€'AJ�d'E C}AL`51.. INCTJEtSE€} TCS ✓ '..4 EE CG-1:, ♦ / / 1 a^h >ei 'iC a P e:-1 t, 5 fir k - in .. ONLY I� MINIMUM ELEVATION yR ./� } EDGE: OF pa Er1Ear OR ����x 116 ,og. a I� o,.> . v ,t.v aua ,,. :. a t c:I t,, . uv r Clt TiJtdhL : FLpi LINE ) - C J4 L� Gr Pti E LHk " - 6, ?L P RE TO Iu I iTE WHEN. CONM 'zr ION OF J FL DIFFERENCE ACROSS M.H. 5" 4'-O" o S' .f,'P t 'j, ,:�,„..�,. " - " � SdEE ..L S- HEOUIHED TO PROVIDE : PO1ATI5X:O+,ANAC AL`Rf3",x"S 1°'�""k 5 ° e _„m �.�. •.",..m. _ .".,•„' _ __:ArIS E 73 THE ENT£iJIItdx,E.. ?Sa'1FlL(faE ra'OFS;"PYYA'd _. ^_ —.. —. .._ ,.. 'Stainless ,,,.:, .. F.,:. . 1 1r::,.::� L1 art _ ,, :1•.7HE ::i>EStRAtE bNtYA'Ii.1Uld':E9tT4eAt�CE'f;KAfJE CW.4SaCE z __j_ FROM INLET TO OUTLET p S H yi i : vae Fk'.' FEE:LI 7EC3 10t THE ALIi"NALE Er�T8A2JC:EkdisE SHALL BE 0.20 FEET. Flbr :hgli ri : ,,,...e Cii;; . Y] 7hCfLE THESE >tLJEi Af2E NOT APPLICABLE TO STREET ��y CONCRETE VARIES �1i a i Q N-_ :: : : C:ON#vEI' TJONS t,,,,J _ "z'MI xtJa ffltvli..J'�9'Ff)R MOUNT -a d€3Vh3EiiGl L Errs atl:E. INTERSECTION :NOTES DEPTH OF FLOW FILLETS::T i 1° ra nd CHANNEL TO BE >gc<.us ;wr,:,, OPTIONS i t,r ,am,4,e r *rd,,,,co, ....,se..;:gay _ i an tnt P-r_.t>Jptian. .. :9. VrHEAi E',4'-11 la UaEDL FOR STREET CON ECTIONiS THE t yrn 3/4 DIAMETER OF 0 E;ORSTRUC.T CRADE CHANVu S WITH A P,kRAB" L1C CURVE. �OrJi E TICd tt T i E C1E IC 3EL 'IN1 G 47J CE WITHPENALTY i . .... ASHTO POLIG'f .ANVIL THE Af'PLICASILE P.EOWR VENTi SWUM OF THE VOgT 9(hV : ES104 ilMNAL• INCLJ0114' STc7T�PHO I-� SECT14�N A. -.:.A SfaHT �DIST KC ANO K 'VALUE.:REOUIFtEMENTS, � W CONTRIBUTING a -- = — ° r Q;14 :si• » u vca:_J: r et NOTE: r. t+ at> :ry, .,,nni,.tfe,fn ;W, F:r,.$100 * °' .I PORTIOtN9 FLTis4LINE A9ahY. a;!E(d411??E PIP f2itfnnP.%Sf tk:: $500 LL.1 SEWER. ;. � , .a. 12" FLEXIBLE CONNECTION `6 T': : PitOTTiitOS.4F o,�rrE� TO �RDtiiGE Pa251T19r'E:€�rsssrr�;atsE: �" A FILLETED INVERT FOR A SMOOTH .. & WITH STAINLESS STEEL ALL CONNECTIONS TO Aal, ACROSS THE Ir=TrptrGTION.. :,a8� aaai Rsai Ju n ed x n t t,a1.cF tra Ii aav i, rt,r i .. TRANSITION OF FLOW BETWEEN nr� ce u BAND EXISTING MANHOLES SHALL t ' " f2 ' r ALLOWASLE ENTRANCE CRAKE CHANGES I oin aIs ,e &ry3 y xK yn "th a INI FT OUTLET PIPE SHALL BE I- I RF r.nRFn ANn A FI FXIRI FTOW AWAY ZONE u,t,�k,.R:l. _pe iff;uliq,_n,forihyo m wx,, -. ` = '.,,. a,< .... ._... .:..:_..I - .. 11.1 119fi IP'JA'1' 11f1..i P! 19 Y4 d PROVIDED. MIN. 6" BEDDING -J NOTE W/ N0. 68 STONE o 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE -,-tr c,r„i nnnlr♦,Trnt.ic CONNECTION " BOOT INSTALLED - sersacxs `( ( tI I2,„•ya:.:,�EG`�TIOi'`LO'VlLE'Ea cLAs ate. CdJYrRETE, : ;; _,, .. �' _ < Era7rAtacE vaLr rE14 _ URh E. GHatTCE �""w1"l�%�wA"~k�I!!T!�n�..® IN DEX TITLE= 1:—,r— ,tt ISESEaAIE.Axln+tJr . v�k�. E� MEO sOQE50u:vpv. 53 s(NrZ_%"w 5 THtkl'xa"t3tl��dPU'::- 5;$ $. SPECIFICALLY DETERMINED BY illr vlvJu�IP�IvI rvR Inc �vll �v,�v„I�I�J. ti 11 "<,, L--... MINE WHETHER MANHOLES SHALL HAVET1 �' .00T I 't 4 2. THE CONSULTANT WILL DETER _ ..... .... ...... e <. .. e.IF gri t OYEt ALLOrWABLE :E#WTRMCE Cfi:ADE 'MLE 15 NOT EXTENDED OR NON -EXTENDED BASES. �J tLiCS3LE TC srfsEEr carlN�<rlACCESSIBLE t gam/ ry p t� �y I�; I. w �,� TdEFEREHINE....; liylET1"7klD ill^ r.ISE TIY EIVT ,. I & GROUTED JaAr hNl1 HarDSE TWtR E75 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED I o i ,, (CONNECTION eGTIaI Ft I : STREET I 1.#TERSE TIONS ANI OMME C1 E,.NTRANGES RE?lIS t4N DATE SHEET t F INSIDE AND OUT. '�`� '"f VIRUINIA DEPART 404T OF TJ ANt"pORTATION v,risa': FITK BRANCH TIE -Ili DETAIL �y`, , , y SHEET NO: 9 MANHOLE 1 Q Bic cle Rack Detail SP14 NOT TO SCALE .. .........................._... 11 CG_-It 12 ADA PARKING SIGN DETAIL SP14 NOT TO SCALE P1 NOT To scAzl DATE: 03 1 i� SP14 NOT TO SCALE j f I Sight Line 1 � J ARCH ITECTU RE WWW ,0 LI COM Sight Line 2 0 Sight Line 3 � ARCH ITECTU RE . ����\ � � � � � � � � � � � � \� � � � � \ � � � � � . � .� � � � � .\ a /� \�, � \� � � » 2- .: ... « f ..: :. ... .\\� � � , . \� § � A!� § . . . � m� , � � \� d » w <� � �(� � d � � � :`� � � � : � <6 � .. . ,,.� � � < . � ! « �( � \/ ^^ \� � `� � » ^� `� \ TOWNEPLACE - FRONT ELEVATION EIFS #4 STONE am 1 /16" = T-0" PARAPET 57' - 4" LEVEL 600 51 ' - 4" LEVEL 500 42' - 011 LEVV- � 400 38" LEVEL 300 23' - 411 LEVEL 200 14' - O11 LEVEL 100 0" TOWNEPLACE - RIGHT ELEVATION 1 /16" = 1'-0" TOWNEPLACE - REAR ELEVATION 1 /16" = 1'-0" T.O. PARAPET -V 57iT1�� LEVEL 60^ 51' 411 •�� LEVEL 300 AIL 23'-4" 7 LEVEL 20 14' - 011 LEVEL 001 � -14- 0" �! PARAPET , LEVEL .11 LEVEL 500 LEVEL 4! AL C - LEVEL 00 231-411 LEVEL 00 Oil EVEL 7777 i t ARC H' ITECTU RE