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HomeMy WebLinkAboutSDP201600023 Plan - Approved Final Site Plan and Comps. 2016-09-15=iz !1 0 10 j vilb 0 i LA M r .41liff 'oil 016111611 Fire Flown Calculations Q(20) = 1882( (62-20)"0.54 / (62-58)^0.54) Q(20) = 6700 gpm @ 20 psi Residual Pressure OK fi SPI Cover Sheet SP2 Notes & Details SP3 Existing Conditions / Demo Plan SP4 Layout Plan SP5 Grading Plan SP6 Fine Grading Plan SP7 Landscape Plan SP8 Lighting Plan SP9 Sewer Profiles, Calculations and Drainage Areas SP10 Sight Distance and 10aterline Profiles SPI 1 Details S P 12 Details SP13 Lighting Plan Cut Sheets SP14 ACSA Details PHA'CF 1 TOTAL LAND DISTURBANCE FOR PHASE 1 IS 2.39 ACRES TOTAL IMPERVIOUS AREA PRE -DEVELOPED 1.93 AC POST -DEVELOPED 1.76 AC 0.17 AC REDUCTION IN IMPERVIOUS AREA THIS FINAL SITE PLAN IS FOR PHASE I ONLY. PLEASE REFER TO WPO 2016-00011 FOR E&SC /SWM PLAN FOR PHASE I. 00-- "Y SERVICE) 9/6'6 9X /v /x;�� b v_ Qiz� E �NNap Q tlJ CU c >00 o sS =Mm E d 'T N t � s NL 0 MIC�ic. A. I9NAL.��.4 I C13 0 w Y W 0 w Z U) w 0 1000110 IEEE■ A \ W L \ C) 0 P4 o w a � � w p w ui a � V3 W 0 C) O C) O d c� 1000110 IEEE■ H w DOM. PROJECT NO:15. INDEX TITLE: SHEET NO: 1 of 14 DATE: 3/31/16 W � P4 o w a � � w p w O W � C) r W W X 0) H w DOM. PROJECT NO:15. INDEX TITLE: SHEET NO: 1 of 14 DATE: 3/31/16 SITE DATA GENERAL NOTES % - LEGEND % IMPERVIOUS 1.76 ACRES 42.2 2.21 ACRES 52.9 EXIST PROP DESCRIPTION EXIST 57.8 1.96 ACRES PROP DESCRIPTION OME GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: CONTRACTOR'S COORDINATION RESPONSIBILITIES -1.111.1-1111---------------- -- ,,, F _�: , :_: x 12 Tc SANITARY HG LAND LLC 109 BLUEBERRY ROAD 1. The lana approving authority must be notified one week prior to the re -construction P PP 9 Y P P 1. The contractor is required to obtain an all permits required for construction of these plans. 4 Y/ P 4 P PROPERTY LINE 11 -- x 12 BC TOP OF CURB ELEVATION CHARLOTTESVILLE, VA 22901 conference, one week prior to the commencement of land disturbing activity, and one week prior 2. Any time work is performed off-site or within an existing easement, the contractor is to ADJACENT PROPERTY LINE 119,SPACES * 1111_.._ .1111._. _.__.... _ 1111_.... �.__.. _ �_ __._ RESTRIPING -..SPACE BOTTOM OF CURB ELEVATION 126SPACES to the final inspection. notify the holder of said easement as to the nature of proposed work and to follow any - - - - - ---- r . _; , ! x 12a FL I DEVELOPER: 2. All erosion and sediment control measures will be constructed and maintained according to guidelines or standards which are associated with or referenced in the recorded easement. VACATED PROPERTY LINE � FLOW LINE ELEVATION MARK HAHN minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook 3. The contractor is to check that all easements, letters of permission, etc, are -- y ; 1 X 12s E0P A'' HARVEST MOON CATERING COMPANY and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. recorded/obtained prior to the start of any construction. EASEMENT ` - °� EDGE OF PAVEMENT ELEVATION + 3. All erosion and sediment control measures are to be placed prior to or as the first step in 4. Contractor to verify all site plans and profiles and details for consistency and if conflicts <>-0- � --moo o - ; . x 12 946 GRADY AVENUE. SUITE 11 clearing. exists, contact engineer for clarification and/or direction. Interpretation determined by BUILDING SETBACK SPOT ELEVATION CHARLOTTESVILLE, VA 22903 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at contractor shall be done at his/her own risk. , I�` r' X 12TW LEGAL REFERENCE do SOURCE OF TITLE: all times. 5. The contractor is to verify that the relocation of all existing utilities in conflict with proposed BUILD TO LINE �'.==1 '�'�° U) x TOP OF WALL ELEVATION OB 4687/15 5. Prior to commencing land disturbing activities in areas other than indicated on these plans 9 9 P work has been completed including utility poles. 12sBw W (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a 6. Contractor shall comply with fencing and tree preservation signage required by Albemarle ZONING LINE 6M 0 BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT: RIO supplementary erosion control Ian to the owner for review and approval b the lana approving PP Y P PP Y P PP 9 count code. y co SWLL SOLID WHITE LANE LINE authority. 7. Contractor shall not rely solely on electronic versions of plans, specifications, and data files �� �,� %:m_,�� ,� TBA TO BE ABANDONED TEST PIT LOCATION/BORING SOURCE OF BOUNDARY SURVEY DOMINION ENGINEERING 10/22/2015 6. The contractor is responsible for installation of any additional erosion control measures that are obtained from the designers, but shall verify location of project features in ... ....... ___ ,. 1. _,__,.__... - _ LIMIT OF DISTURBANCE 0 LOCATION TBR TO BE REMOVED necessary to prevent erosion and sedimentation as determined by the plan approving authority. accordance with the paper copies of the plans and specifications that are supplied as part of H P4 W _J TC TOP OF CURB 7 AI d' t 1 t 11 t' d *. FLOODPLAIN LIMIT TS TOP OF SLOPE SOURCE OF TOPOGRAPHY: FIELD SURVEY BY DOMINION ENGINEERING 10/22/15. VERTICAL DATUM: NAVD 88 THE AREA SHOWN HEREON IS LOCATED IN ZONE 'X` AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE *A" FOR A 100 YEAR FLOOD AS SHOW ON FEMA MAP NO 51003CO278D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. WATERSHED: SOUTHFORK RIVANNA (BELOW RESERVOIR) BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE `SSMH-A' ON SOUTH END OF SITE = 483.54' WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: PRIVATE SEWER THAT CONNECTS TO ALBEMARLE COUNTY SERVICE AUTHORITY MAXIMUM BUILDING HEIGHT. 35' PRIMARY ZONING. C1, AIA THIS SITE IS NOT LOCATED IN A WATER SUPPLY OVERLAY DISTRICT BUILDING SETBACKS C1 ZONING -FRONT MIN: 10' FROM RIGHT--OF-WAY OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE OF RIGHT-OF-WAY. -FRONT MAX: 30' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE OF RIGHT-OF-WAY. -SIDE AND REAR MIN: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (1) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEET FROM THE DISTRICT BOUNDARY, AND (I) NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY. IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. -SIDE AND REAR MAX: NONE CURRENT USE: VACANT PROPOSED USE: * PHASE 1: 12,160 SF CATERING COMPANY PHASE 2: 16,000 SF OFFICE * The proposed Phase 1 use is a by right use in a C1 district under 22.2.1 (a)6 as determined in meeting with Zoning Administrator on January 12, 2016. 122.2. 1(a)6. Retail and sales and service Establishments. Food and grocery stores including specialty shops such as bakery, candy, milk dispensary and wine and cheese shops." Specifically, the use is for a catering company, which is essentially a specialty food shop which specializes in the sale and presentation of prepared foods as a service to its retail customers. A catering company is a retail and sales and service establishment that is similar in general character to several of the other uses listed as permitted by -right in a C-1 district Furthermore, it is similar in terms of locational requirements, operational characteristics, visual impact and traffic generation to several listed by -right uses, including but not limited to uses a. S & 6 and b.1 & 10. PHASING SUMMABY LAND SCHEDULE. EXISTING SITE AREA= 4.17 AC. IMPERVIOUS AREA SUMMARY. EXISTING PHASE.1 PHASE 1 % - PHASE 1 do PHASE 2 % IMPERVIOUS 1.76 ACRES 42.2 2.21 ACRES 52.9 PERVIOUS (GRASS) 2.41 ACRES 57.8 1.96 ACRES 47.0 TOTAL 4.17 ACRES 100% ! 417 ACRES 100% IMPERVIOUS AREA SUMMARY. EXISTING PHASE.1 PHASE 1 & PHASE 21 - OFFICE >r w.<Y , ..";E., Y, " .. *�!. „ fl<re r .r.. . , ' ., �.. . E s„ s. <...< .. Fb3 r..�1�N.,,1Y.. r �:. „*i.. � r. r MINI GOLF 9826 BLD 1JTRAVELWAY 35748 PROPOSED LOT (BLD. 3) 6359 GO KART TRACK 24851 EX IMPERVIOUS TO REMAIN 41051 BLD 3 10000 WALKWAYS 2209 --�- BLD 2 3000 BUMPER BOATS 41431 - --- EX. IMPERVIOUS TO REMAIN 39051 CONCRETE PAD 6650 -- BLD 1%rRAVEL�I'sfAY 35748 EXISTING PARKING 34401 -- BLD 4 3Eit#1 GO KART ENTRANCE 21 8 LOADING SPACES REQUIRED BLDG #1=. 1 SANITARY s' `, 2 �.' tis �.+, a { �__. <,.,; ;2 ,,.,,.� - ., .1111? s<...e___ ''lr,s ..?, dt ,< ;: �e;,".." ., i' ....<r; _. .. ., ... 1111 `REFER TO SHEETS SP3 & SP4 DELINEATION OF IMPERVIOUS AREAS 11..... < 1111 .1.1.1.1_1 I 111-11 1111. _ _ _ REQUIRED PARKING:! BLDG 1 --_ . . _ 1111 .. 1111__.. 1111 111,1 **PHASE 1 TOTAL INCLUDES REMOVAL OF MINI GOLF COURSE AND GO KART TRACK .........� ...,., 1111. 1. 11 _-SPA: <1.1.1. 3S.SPACES PHASE 2 TIMING: ANTICIPA11D7 FALL OF 2017 PARKING. A PARKING NEEDS ANALYSIS FOR THE PROPOSED UNSCHEDULED USE HAS BEEN APPROVED BY THE ZONING ADMINISTRATOR (SEE COVER SHEET). 1 SPECIALTY 12160 9728 22.0 2 - OFFICE 3000 240_0 12.0 3 OFFICE 10000 8000 40.0 4 OFFICE 3000 2400 12.0 EXISTING BLDG SPA* 8712 6970 35.0 EXISTING SPACES 119-111-11 ; SPACES REMOVED -BLD 4 -16 EXISTING RESTRIPING EXISTING SPACES FOR ADA -3 1''.. 1.11, SPACES PROPOSED -BLD 3 15 .. .. _ . SPACES PROPOSED -BLD -1 8 FH FIRE HYDRANT MH 1111 _..PARKING REQUIREMENTS .... ... .... _. 1111 .. ............ .. .. �. , . . .. BLD # 1 22 EMPLOYEES AT ANY GIVEN TIME PLUS 2 MIN CUSTOMER SPACES ._. _ .I . _ ­­ .... ...._ OFFICES= SPACE PER 200 . ....... ... NSF _ .. _ _. * SPA PARKED AT OFFICE RATE PER APPROVED SITE PLAN 11111-1- I .,.�..... _ . _ .. _ 1111 -. • _ _ _ _ _ . ADA PARKING SPACES REQUIRED S . .,INCLUDING 1 VAN -1-1. . 11 111..1.. --11.111 11-1-11---l-l", 1111.. 11_11_ ..1,...__ . _ _. 1111. ADA PARKING SPACES PROVIDED=' 6 ��_ • 1111•__ .I-- 11__-. 1111 1111.._. _ �.._� ....... 1111._ 1111 _._..._.. _ ,INCLUDING 1 VAN . .....•..._ _ 1111_ .. 1111 1111_ _ _ . �.. , 1111 LOADING SPACES REQUIRED BLDG #1=. 1 SANITARY ._ ._. 11.11..._ _ .. .1111... I-.._ .._ . .. I-, _ 1111_ : ...- 11 11-.1"....1.1.1-1.1-1-1.11. LOADIN1- IG S11 11.1.PACES PROVIDED=:155'X18` LOADING AREA PARKING COMPUTATIONS (PHASE I ONLY): 11..... < 1111 .1.1.1.1_1 I 111-11 1111. _ _ _ REQUIRED PARKING:! BLDG 1 --_ . . _ 1111 .. 1111__.. 1111 111,1 _ _. 22 SPACES . .._ . 1111. .........� ...,., 1111. 1. 11 _-SPA: <1.1.1. 3S.SPACES �-1,-.... 1,1111 11111 511 I7;SPACES -- 1111 .. _ _ _ _. ._ _ 1111......... PROPOSED PARKING: BLDG 1 ._ 1111 _ . _ 1.1.1..1. 1111 _ _ . 8 SPACES _ _ 111.1..._. 1.111__ ..111.1 ___,�__._.... EX.SPACES 1111.111,11-"... - 1111_. _..__....._m._. __ .w_.._ 1111_,- ,._...__.._ 119,SPACES * 1111_.._ .1111._. _.__.... _ 1111_.... �.__.. _ �_ __._ RESTRIPING -..SPACE 1111.. __ 11111 I- 1111._.._.. __..._.....__...___. .< 1111._. _� 126SPACES *ADDII'llTIONAL EXISTING PARKING SPACES TO BE USED FOR PHASE II BUILDOUT 11 111_. 111.1....... . _ 111.....1.... .... _1..1.11.. 11.1.1.. ... 1111.__ .......111.1 ..................... . 1 disturbed areas are to drain to approved se Iment con ro measures a a Imes wring 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 Ryegross 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 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural 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 0-5q 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 grass. 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 17-207B) GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the 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 P P Y 4 P County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 1-171XM" AT n^'LTCI1rT1T Tf`11TTf\1T ATflTTC1 T)f%Tl CITTf T?T}TCI_ 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 subgrode 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 then approval of these plans final plat for this project expire prior to signing and recordation, h pp pl 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 VDOT's video camera inspection procedure and with a VDOT or County inspector present. 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) including, 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 sitework 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. 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. ARB NOTES: 1. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WALL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHAD„ 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 SHAD_ BE RESPONSIBLE FOR NOTIFYING MISS UTIUTY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT ONES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE To BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND UNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 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). ABAN ABANDON(ED) ADJ ADJUST AHD AHEAD APRX APPROXIMATE BC BACK OF CURB BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS BK BACK BM BENCHMARK BS BOTTOM OF SLOPE CB CATCH BASIN CG12 ACCESSIBLE CURB RAMP RMA BUFFER ZONE RPA RMA - RESOURCE MANAGEMENT CG -2 CG -3 rr_rl IBE 4 `° • i RPA -RESOURCE PROTECTION EDGE OF GRAVEL EDGE OF PAVEMENT STANDARD 6" CURB STANDARD 4" CURB COMBINATION 6" CURB & GUTTER COMBINATION 4" CURB & GUTTER FIRE LANE STRIPING BUILDING ENTRANCE LOADING DOCK BOLLARD DUMPSTER PAD SIGN STEEL GUARDRAIL W000 GUARDRAIL PATH TREE LINE FENCE - STONE WALL RETAINING WALL STREAM / POND / WATER COURSE DETENTION BASIN SILT FENCE CONTOUR INDEX CONTOUR PARKING COUNT CROSSWALK ACCESSIBLE CURB RAMP HANDICAP PARKING r -_ 1 a ' VAN -ACCESSIBLE HANDICAP � j u :r o � ABBREVIATIONS EX EXISTING CL UTILITY EXIST EXISTING ARV AIR RELEASE VALVE FH FIRE HYDRANT MH MANHOLE BOA BLOW OFF ASSEMBLY FM FORCE MAIN PVC POLYVINYL CHLORIDE CO CLEANOUT F&C FRAME AND COVER RIM RIM ELEVATION CTV CABLE TELEVISION F&G FRAME AND GRATE SAN SANITARY DI DROP INLET GT GREASE TRAP SCC STORMWATER CONVEYANCE DIAMETER LA CHANNEL DIP DUCTILE IRON PIPE GV GATE VALVE LIMIT OF DISTURBANCE ELEV ELEVATION LF SD STORM ELEC ELECTRIC HDPE HIGH DENSITY LEFT EW END WALL POLYETHYLENE STIR DRAINAGE STRUCTURE e I INV INVERT ABAN ABANDON(ED) ADJ ADJUST AHD AHEAD APRX APPROXIMATE BC BACK OF CURB BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS BK BACK BM BENCHMARK BS BOTTOM OF SLOPE CB CATCH BASIN CG12 ACCESSIBLE CURB RAMP RMA BUFFER ZONE RPA RMA - RESOURCE MANAGEMENT CG -2 CG -3 rr_rl IBE 4 `° • i RPA -RESOURCE PROTECTION EDGE OF GRAVEL EDGE OF PAVEMENT STANDARD 6" CURB STANDARD 4" CURB COMBINATION 6" CURB & GUTTER COMBINATION 4" CURB & GUTTER FIRE LANE STRIPING BUILDING ENTRANCE LOADING DOCK BOLLARD DUMPSTER PAD SIGN STEEL GUARDRAIL W000 GUARDRAIL PATH TREE LINE FENCE - STONE WALL RETAINING WALL STREAM / POND / WATER COURSE DETENTION BASIN SILT FENCE CONTOUR INDEX CONTOUR PARKING COUNT CROSSWALK ACCESSIBLE CURB RAMP HANDICAP PARKING r -_ 1 a ' VAN -ACCESSIBLE HANDICAP � j u :r o � CENTER LINE EX EXISTING CL CHAIN LINK EXIST EXISTING CMP CORRUGATED METAL PIPE FDN FOUNDATION CONC CONCRETE FFE FINISHED FLOOR ELEVATION CY CUBIC YARDS GTD GRADE TO DRAIN C/C CENTER TO CENTER IF IRON FOUND C&G CURB AND GUTTER IS IRON SET DIA DIAMETER LA LANDSCAPE AREA EL ELEVATION LOD LIMIT OF DISTURBANCE ELEV ELEVATION LF LINEAR FEET ES END SECTION LT LEFT EW END WALL MAX MAXIMUM BENCHMARK IRON FOUND _____r" UNDERDRAIN AREA 1111.-11,--..__--___._ DRAINAGE LINE AREA -,----, I ROOF DRAIN ._ 1.11.1 111.1... SEWER LINE .. NCH DRAIN --,_•__•.__,._._._ - WATER LINE _1-____-__-11-_1__-_ FIRE PROTECTION LINE 1.11.111-1.1 ... -..-11 ....._.......... WATER SERVICE LINE 1.1-___._-..._m_....._�, GAS LINE .... _......... _......- OVERHEAD ELECTRIC WIRE 11 --- __.,____..._._, --1._..__-_-_- UNDERGROUND ELECTRIC OVERHEAD TELEPHONE LINE .. " ­_" ""' " 1 1k1r1CDr1Dr\1 Min TCI CIMU MIC, 1 11.1c, 1111_ GABLE TV DRAIN INLET -- E DRAIN MANHOLE .•1111.._,. -<; ===Cl PLUG OR STUB \-/ FLARED END SECTION m .,._ �` CONCRETE PAVEMENT / SIDEWALK �w RIPRAP NEW ASPHALT >_ GRASS EC -2 BLANKET MATTING O EC -3 TYPE A W tvvvvv EC -3 TYPE B co WETLAND � MIN MINIMUM REM REMOVE MON MONUMENT CONCRETE REQDREQUIRED NIC NOT IN CONTRACT RET RETAIN NTS NOT TO SCALE RT RIGHT OG ON CENTER R/W RIGHT OF WAY OH OVERHEAD R&D REMOVE AND DISPOSE PE POLYETHYLENE R&R REMOVE & RESET PERFPERFORATED SD SIGHT DISTANCE PROP PROPOSED SQ SQUARE PRVDPROVIDED STA STATION PWW PAVED WATER WAY SW SIDEWALK RCP REINFORCED CONCRETE PIPE SWELSOLID WHITE EDGE LIP ® HEADWALL oco SEWER MANHOLE E ww L "f �' ', 1#. No. 33028 It Q �0�� te ZZ-I6O ��w� sS r *�' UNAL A 0 1 w a 0 9 co coI A � � ,,,,�, SEWER CLEANOUT TELEPHONE MANHOLE 1---I >_ TRANSFORMER PAD W '8' co ♦ � WATER VALVE &BOX E� o wii CD � O _ W. � GUY POLE � FIRE HYDRANT ASSEMBLY U� � 0 WATER METER W a 1 � a U MATCHLINE 4 WATER WELL U e I GAS VALVE � GAS METER � 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. A'' EM ® ELECTRIC MANHOLE 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. - °� + ELECTRIC METER ~ LIGHT POLE 0 TELEPHONE MANHOLE 1---I >_ TRANSFORMER PAD W � ♦ UTILITY POLE PARKING U) E� .� � � O _ W. � GUY POLE � U MATCHLINE Fp � I � NOTES: � 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. A'' 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. N O ~ � 1`O, i-4 4 1Fw�� U) W F co SWLL SOLID WHITE LANE LINE n..,r�I Q TBA TO BE ABANDONED _C:!� TBR TO BE REMOVED H P4 W _J TC TOP OF CURB I - w TS TOP OF SLOPE M ' (n TYP TYPICAL DOM. PROJECT NO:1F UG .UNDERGROUND INDEX TITLE: VESCH VA. E&S CONTROL HANDBOOK YDS YARDS SP2 11� SHEET NO: 2 of 14 `1 � � 7 DATE: 3/31/16 m 0 W Y w 0 0 W A m 9 0 A m 0 Ill M co W 0 P M W 0 rn W M Z III U_ W Q coW CD I I 1 ti y BERKMAR DRIVE _ LP �Lp.i 4 <= SPRINT EASEMENT � GUARDRAIL EASEMENT DRAINAGE EASEMENT �- �`` GUARD RAIL EASEMENT �`- 0, DB 1472 PG 264 ___ (?B L454 PG _ �3Z_ _. .,_._DB _1454 PG 637 .' F GAS EASEMENT ____. __ _�'� : -mow SQMH SDMH ..- _...... _ -...__ �_.. �� S RW206 / SDW ___.. BUS STOP — --- _.. 5_ p TR- - __ - - V. { -' -_ -- -- - _ 510 - - �- .....- ....-_ �.... __ .. - -�__ -- - �•- - :.-• .....- --r' - - - - - -- - T � -`1 It61NG -SETBACK_. •�` ...•- �}, ,� �Wx2 --OH-E UP /P /, f, • r — -- _ _ _ l� 2 1 ( I 1 I T I I 1 I I I I I' I' 1-- —t— P• 1 I I I —T= _ .I T�T— 1 I I I Ij �j 1 I 11 1 500 , GW - / r - /r ' _ _ \ BUILDING SETBACK \ \ \ �h`o 5 s \ Tow ACCESS EASE-MENT !�. Op ZONE FH \ o METAL RAIL \ \ DB 3463 PG 49� \ �I ASPHALT ROAD TO BE STORM SEWER �. TOW \ t { \ \ \ \ TO REMAIN FEN CEE , , , . ' ' ' ' ' ' ' ' ' _ TCW i i WIDENEE Z I 1 I/ 1 /I t I 11 ' , ,.- ► I I j `'; •`• I I I I I I I SDMH 101 I I I I I I I I I t\ I I — — — 4DMHII 102I 1 V'- �. -- -}- -- - - � � '�. �` \ \ _ � .�.-. _ ':�_ •_ .,=z... � I \ I I I I I .� I I I I I \• ,; � � � � —j_ j_ f ! ,' L i\ LP v �/ i—\ \ \ ~ �-- ,_... \\, �\ \ \. \ — ——,f--.—.�- - I \I I I r I i. I I I I \ \ �_ I I I t _,.I--' I •� � ( \, �-- e \ � 1 \ '. \� `,,. `�._ • \.. '\ y — — .. —7- I I \ I I I I I I I I I I . - _ — • � \ • \ \ \ \ � \ - _ LP--- coY- TOW TB ' CURB t t _ _ -60a;, r`�® CONC♦ SW `\ \ zoNE -l_ . TMP -45,-112C I TMP 45-112 FEc \P \ / �• ,� :' �`� 4 •= r \ . \ ASPHALT I1 \WO STI \ � \ j ...'� �.'� _ b STRAKA kAMlLY \ \ © i -A_RD �c MARGARET 0,52 PG 366 W SAt✓ ARY 5£NIIt :, \ \ \\ / v •t . • •y • • i w �►• ••• • • �7,J R I'\ I N I ,> \ \ Dfl_ TBRI'RI�IPEII<'Tl'S1C' \ \ G , r I ,jt D� 1453 PG 367 i\ I i i F� i i i i i i i i i i i i i H 2' 4 i 11 JI S00 ,B 1343 rG 6001 \\ ; \ ,� ` �. '' `ti �' 1� ` �;• � •� `� P � •':l' I I 1 � I I I 1 � I I I ► I t I I�- \ \ f \ \ T t ;• L# `. (i SD 0 I I I I 1 s I I I 1 I I IalI I I I I CJ l_ SPS _ _ _- HCP GN \ � J r� ',. `}STORM SEWER ti -- _ TBR : .�A • j ( - _ __._....- _•- _- __ ._ .° •:: :' � t MAIN A \ �, �•^;�..... NO DISTURBANCE ALLOWED METAL RAI >k-- ~50 - TMP 45-1' 12G - \\; \\ \ l\ �i / ( ON TM 45-112G1 FENCE " r �' ^,_. -- 4.16T AC. b �_ / ; NOTE: DEMOLITION OF EXISTING MINI -GOLF \ \ LP / - _... _ 4. �\ ' I,� \ FACILITY TO OCCUR DURING PHASE 1 \ \ \ \ \ TBR `\. ``� • ;r •1.,'. .t - EM 2 STORY Y' 'DMF,203 CONSTRUCTION \i 30 0 I ACU1vl 1 I �._.. //. '' t \ i �''! i- t rr{,. -'►_ , ?� ® STUCCO \.' \ .. Q PORTION OF GO-KART TRACK THAT IS B xZ i :, 1, • : s ~ __.-LOCATED Int PHASE 2 TO BE REMOVED WITH TBR { ►� s. \ \ �. PHASE 1 VSMP PLAN \ �� ; :'.• • t } (� CONCRETE ON / x , p ,., * LP WM" 45-112G1 1 \ TMP 45-109E \ \ \�, \ �o \ _. :� •:; ( r ;. i tp` -rt BR l t , \ \ r. , ;�TO REMAIN r CONCRETE" 1 r r / �oa'► UNIVERSITY OF ; � � .,•.. � u .:�. �� .� ti � Xi � ,,,. ,• \ -„__ VIRGINIA , ti :; tGAGE'\ \ , �..- EMPUNION\"RE-MAIN"- .LOY•�`�:..•f EES CREDIT ♦,r ,_ INC. \ ti z -. r r� T O d♦ � \ •, •�� �x .x —X' —X x° -;t f j � n \'♦.:: ..: .. ,.� � , DB 144E PG 534 1 ti� \ ,• \ 1 \ _ _ - - _..._ _ l \ TBUP R � � \ '\'rj i \ \ '_ ,.�+ J ,'fi• � v v° � � :: •, SO BUILDING SETBACK • .++ '\ fS R \ � .• Pyq STORM Eve \ j \ \tea 1 I t t 1 •- s TA ` RAIL �2 TO REN1AIt Y .•.t' FENQE , �+ ': :t -- - - `, �\ W = P z PHASELINE I. t �NCRETE CONCRETE LLP �, { ., 1 ' - 4 .. �_. 11 1 ` J ., :':►. 1490 ; SW, ONI TMP SW TBR BR y ,L — - ! •:' .A �p - •� � 45--12G1 •a ..;�. .J ..M �: , 4 . R• 'a' w •: , / TBR Jif �EMAIN \� \� i� R ' • , L. t =....: CNE0,8t„• ° • , _ FEWMEE NAWOOD 'PRIIJQYSTORM P-IPE-�B�DC RE�! ENT 3o so sa �, \ \ ,\ \\\ `\� r� - AhID__STRUCTURES ,- :j ._. :Y. �' ;� ��¢9�: \ / ' i J ` 1538 _ _ - /{��R R / \ TB -5 w _ 5j \ 32 \ t / '•� . . , .�,• •• . ..'• , '► ! •*: ! •' r •4 '•r t• • t'� .r ON I SCALE. 1 -- 30 \ \ \ � -,� > � ... .... ,:.... ':�' � .. �.. A. .,; �: �.. o / \ \ \ \ \ .. ... , ., .:�1 7 A STREAM 1 INTERMITT NT \ \ _ • .�R J •• A , ► wCE C ET� (SEE 7/21/15 DETERMINATION \ \ �' \ \ \ ` f r` `� ,. %- ;r' •°` . ,R, �' �' >: TB t ; • _ o I / rY►••°'► R. • • s, '► .. _J - ►' �"• �• ?a .' y., •' '•• ••♦1�••>'v: LETTER FROM DAVID POW L)\ \ \ \ \ /. • :.;, y. r •• \\ \ \ `\ \ \ \ 90" % 't ;,' �►, '► ♦,'7 3 !:\..;. • x• ♦.a t ►'••• s` .i 'rM \ :b• •' '►,:+• .i / t_ ._._ `- +CINDE IBLO ! '' ' ` STORM PIPE <_ _ .,,< t . •, _- \ • Y. t _BLDG fTBR Pc TBR \ \ . ,....... TBRLP _ _.. � :•' �` V I TB /-494—' ,.. i LP \ — � --==+mac.___..._. :• • •Sa • .� • • "`� b • ►'>,' t [ ► '• TBR O -- NOTE: 1. NO DISTURBANCE :IN PHASE 2 IS I \ \ \ --_ .ACR' •" z A EXCEPT FOR DEMOLITION OF _ _ r,' LLOWED ' \ - 480,.,_ \ _ - - - -.. _ - -- - - ..._ MINI -GOLF COURSE AND PORTION OF _ - _ ! - \ \ te GO-KART TRACK THAT IS LOCATED ON --- --- -- - ► PHASE 2 1 \ �- - / \ \ ` --�, v�. - --- -- - _ __.. __ . _. __ _ -- - _ \ �' \ - < ' •-�` ✓.� a . ,/ �I \1 ___ _____ _ _ _._-._ 1 ` '/� _ 2. GO-KART TRACK TO BE REMOVED IN � 1 J• r w PHASE 1 AREA.. i \ �, ~ __ -- - �-- \ 1' `•_ \ / 3. THE DEVELOPER HAS THE OPTION OF TMP 45-93A C 1 f-,� " _- % STORING AND RE -USING EX. LIGHT LOWES INV ESMENT~- Y - STORM SEWER PIPE X ---- / -- �� . _.. __ [, i \ ; FENCE`` _. - - ` . ...... __ _:_ � TO KEMAIN \ �,. _._ ._. -- --� __ , ! r PLAN. ' • \` \ '\'l/ ---- POLES FOR USE WITH FINAL LIGHTING CORP #341 1 ', ` — DB 1573 PG 453 _...__ _..._ _.. �.:_ _ - - �� ____ _ _ _ . - t EXISTING RIP RAP TO :- LP \ BE REPLACED (SEE WP02016 11) , ' :: ' j j -- -480 _ -- - _ __ -_GWk2^ GWx2j INTERMITTANT STREAM #2 \ (SEE 7/21/15 DETERMINATION w J f I f I` Jr LETTER FROM DAVID POWELL) i f i TMP 45-112C I DRAINAGE 1 I r j' KEGLERS OF EASEMENT 1 ,` . CHARLOTTESVILLE DB 1119 PG 577 i DB 996 PG 198 1 , i i I AI EE fl N N N 3>c0- o a �m6hi E o vmm� c —U 0 Leo A N"' i�Nc 33028 v 19NAL m v� O Q U O � U O H co DIN V 1 Z Q ow c) W Ems., C) F--� nI W A m w z 0 cn w 0 0 a cn w z w J z I n W Q 0 z 0 I—t J F- H F - w w DOM. PROJECT NO:15. INDEX TITLE: S 3 SHEET NO: 3 of 14 DATE: 3/31/16 tr t i i 4 1 • BERKMAR DRIVE CENTERLINE BERMAR DR RTE 1403 TO INGRESS/EGRESS ..---__..-___-_---�-_-__---------__.__-..____-.-_--_----_ _ 0*__, .._ ? ,�. _.._ _ _: _ .._ _ .wa _._.;.._.. w;,: _ - _ - . ._ ....... ,. _. _.._. _.. _._ . __ ._._ -: ... _ _. , _ _ ._ Y; .__ _ .. „ _ _?4'� RWSA WATERMAIN _. «__._.,: _ _ _.-.;•;,_ __w_,_._ _, _._..._ ,: _. _ _, ---:: ��.- - m ..:.T� : -��w;� =�-: w.��� SPRINT °.EASEMENT -- •, � �,.v,__ GUARDRAIL EASEMENT DRAINAGE EASEMENT y B 1472 PG 264 '' GUARD RAIL EASEMENT D` F GAS EASEMENT ___ - _--___ ,l-----_Llal PG ------Z.3Z_.._-__DB_1454PG 637 _ 4:54-19=949--X17 W �W _..:T_. _ SDMH DECISION GUARDRAIL SDMH 8"X6" TS&V _ _ __ �'• ``' SDMH 206 ON- _- POINT rr, to 11, ..:_ __ __._...—...__._..._----_- __...._ t1� Sl i F _- w ---mar w— w--- w--- w___w 90wS D, p,0 - w 4-;s-STiC�1' - _ _ - _ TP i Signet // STREET NAME SIGN �..� ._ _ ,.11 �� �yF � BERKMAR DR/HARVEST MOON LANE r 10' MIN BUILDING I e I I stop G I Sig° -- OHE OHE OHE E OHE OHE OHE / _._... r . °r . I • • II•--Ir--Ir- •1� 1 1 II 1 I ° r . rri i! � '-X'S"A TE RLI20 �i` , EASEMENT •.. 777 0 ► ./ '' ' 30' MA BUILDING ETBACK LINE 1 L TOW RESERVATION FOR 45' B D li Q' EXISTING ASPHALT FUTURE ACSA 20 OFFSITE 11 I - : • EXISTING ASPHALT ZONE � FH crime PARKING LOT PARKING LOT I 1 �-'� DRAINAGE EASEMENT TOW SANITARY SEWER CONNECTION EXISTING PRIVATE II DB 1454 PG 637 E rr� I ' cR rr� I r r i r r r r i r ' cR �Tdw T G r t I r I I r I I ! r 1 Z��IE �\ o SANITARY PUMP \ I r I 1 t r r I r 1 r 1 I I r r r I I ! ! I I ! I r r 1 p, STATION ! I 1 1 I I I I I 1 I 1 I I I I I I 1 DMH' 1021 I r ! ! 1 t r 1 SDMH }r01 I r r I ! I I I 1 r r ! i_ �i i' i it \ ?gym I I I I r I '. -- -- -- -- --- -- -- -- -- --- -- -- -- ---1-- - AUTOIURN TRUCK (TYP) _ + ---A i i i i i i i s i i i i 11 „ a WW // CO ®CO �' �� ' r r r r r r r r �`L� 'r'P p,W \� ........ _ I I . �j CO\\ I ZONE EXISTING ASPHALT FUTURE 201 RESERVATION �\ \ • It _ / SO0 PARKING LOT FOR PHASE 2 STRIPE FOR NO PARKING. \ 11 / TMP 45-109E // \\ SANITARY SEWER UNIVERSITY OF VIRGINIA H 2 EMPLOYEES CREDIT UNION INC. \\ r° r r I I ► r r r ! I 1 1 1 t I 1 I r I 1 I I ii N _.. -- WO 1 p o DB 1448 PG 534 l` (`� I v m PAVEMENT DESIGN PROVIDED BY GEOTECH ENGINEER. SEE SOIL REPORT DATED 1/25/16 UNDERHILL ENGINEERING, LLC�-^HCP WSIGN � 45' BEND �I- � J c0 TYPE I SECTION (AUTOMOBILE PARKING AREAS) i cu > TMP 45-112G \ �' o DRAINAGE EASEMENT 4.167 AC. lA r 2.0" SM 9.5A DB 1454 PG 637 ' EXISTING x 1 DMH 203 ' PROPOSED 2 STORY _ ACIM ® STUCCO ( 20' STORM I SEWERftil 4 H EASEMENT 159'PE X I o wMry I P. d / /; EX G�JNCRETE Y. x TO COMPACTED . REMAIN'. SUBGRADE -8" VDOT 95% COMPACTED 21 B / 2 'C-) ' I . GABION ;BASKETS l I SHT SP1bv PROPOSED W .. (� �-- o TYPE II SECTION (DRIVEWAYS AND SERVICE ROADWAYS) I x 1 FOR "DETAIL} 1.5" SM 9.5A sop low �, ,,,`'�2 �' I 15" HDPErn 1 �V '� 1 O� S TOP=485 5 `— 1 r► ` pVC I// -2 TO =485.5 8 •. - 9g3r r §# a y, sssa'r s_¢ w r ri 1 `�✓ Ci—� O r" ,..�_� � ,_..__,> ., ...,.. sem,. •01 �.► BLD 1 214' TOTAL DECK CGS 12 COMPACTED 3 DO \ KNOX BOX REQUIRED. ND h®IP o BM -25.0 OFFICE Af z SUBGRADE 7 FF=487.0 95% COMPACTED 6" VDOT A BEMARLE COUNTY E 34!X40' 21 B o I o FIRE MARSHAL OFFICE FF=489.0 .. TENSAR TRIAX TX -5 GEOGRID TO BE USED 10FOR LOCATION. WHEEL UNDER EACH LIFT OF 21B UNDER THE I 5 DIRECTION OF THE GEOTECHNICAL ENGINEER. :1 STOPS s , j 0" HIGH LOADING DOCK 29 HIGH LOADING DOCK 20 - j C'-2 n RES ATION FOR PHASE 2 20' o0 00 TE mh`�` ;:Fri ,,- 2ff P IVATE SANITARY W SEWER EASEMENT e 8' CO.N RETE 1_�ADING_ Rll>~TFORM' CO d 6 CONC. I I MATCHLINE ;v� ' . 1' itAX. •Hf.-, CHEEK WALL; SIDEWALK 1 �8'x155'pQGWRE1' ' . n \' LOADING -AREA. Grbase.. .ej { ! ° 18" CDR 1 , A• Trap � jj p co ASPHALT- CO N� m X Ao 18" CDR CG -6_ 8" - 1 HDPE i �- cc ---- SaCll al —... --- ....w... _ Sewer Lat: _ .. 2SRV- ;- 10'X20'X10" TICK m ..�. I I E PROPOSED NC: _PA EXISTING I I SHT SP10 ... (S E...DETAI �- I \ STUB OUTS FOR FUTURE CONNECTIONS 20. STORM t 20 OFFSITE PRIVATE X 1 ._.........._._... SEWER _.... — BUFFER DISTURBANCE APPROVED WITH SDP 1996-012 — RESERVATION FOR ASCA FUTURE 20' OFFSITE SANITARY SEWER CONNECTION BY OTHERS TMP 45-112 OD, STUARD & MARGARET DB 1453 PG 367 EXISTING 6' HIGH BOARD ON BOARD SCREENING FENCE TO BE EXTENDED 95' TO NW PROPERTY LINE (SEE SP 10 FOR DETAIL) SPOT ON EXISTING STORM SEWER 4 (SDMH 203) = 494.93' RAISE EXISTING TOP BY 0.78 WITH FINAL ROAD GRADING 50' BUILDING SETBACK LINE RESERVATION FOR PHASE 2 20' PRIVATE SANITARY SEWER EASEMENT — VIRGINIA POWER EASEMENT DB 1538 PG 732 9' HIGH SCREENING FENCE SEE DETAIL SHT SP10 SANITARY SEWERI 1 EASEMENT t RESERVATION FOR v EASEMENT TO BE x M .........y o ASCA FUTURE 20' OFFSITE / r DEDICATED TO ACSA DRAINAGE EASEMENT PROPOSED RIP -RAP x ______ _ V m SANITARY SEWER CONNECTION I GM DB 4734 PG 458 DB 1119 PG 577 OUTFALL (SEE WPO -2016-11) ;r ;' 20' ACSA n _ BY OTHERS 1 x \ 54' AERIAL SEWER FUTURE RESERVATION -- -------- " OAK \ j SEWER CROSSING EASEMENT __- - FOR 20 PRIVATE z 0 co W 1:4 r: No. 33028 14NA L .' A u.i iE lz w -1 J Z � L.L ,1 -T p T �NNap � C .w->�� Qc4� _ E caimm� .� c O • N .E U E c W 0 0 A��'_ z 0 co W 1:4 r: No. 33028 14NA L .' A u.i iE lz w -1 J Z � L.L ,1 I� w � O O P-4 Z a H C:) w O I--� O E ---------- SANITARY SEWER EASEMENT k=4 E---cn+ / OHEWV— I I1r t „ „ ----»--.-_.._-w-;.- ------._-�H--�_ OPOSED__� CSA8 AN. SEWER e— ~ 18" CDR r j I ' 18" CDR TMP 45-112C f EXISTING 1 I! KEGLERS OF I KEGLER' S i CHARLOTTESVILLE TMP 45-93A 4 ° LOVES INVESTMENT POND 18" CDR DB 996 PG 198 30 0 30 CORP #341 ,' 1 30 0 30 60 90 DB 1573 PG 453 I i i SCALE: 1"=30' SCALE: 1"=30' r � , MATCHLINE ` MATCHLINE w w X DOM. PROJECT NO:15•001 r i� INDEX TITLE: 60 90. SP4 1 j SHEET NO: 4 of 14 i� DATE: 3/31/16 F , ._. .__.^..,......M.._........._..._....._............_.. fes, t ,......_._._..-,....,....,.,._>... ---------------------- BERKMAR DRIVE (RTE 1403) - ------------- ,..SPRINT EASEMENT EASEMENT -+ GUARDRAIL EASEMENT DRAINAGE EASEMENT \ __ __ _.. _.•:, _. _- -_:< - - . ,£ __._ _.._,..... _ „ r.:GUARD RAIL EASEMENT DB 1472 PG 264V - :Q L 4 -p -G.-6 3 - DB._.1.454_PG 637 v GAS EASEMENTS P \ SDMH SDMH 8"X6" TS&V `: \ __ V ._ _._.. .:_ _. _ _ =ter SDMH 206 lit `90� D _ w- -W_ __ _ SD1V�H --�1 - -. —w ---car —w-- w--jFw---w ��i(--w---w---w— `L — Street Q Sign _ - --• - -- .__ - top �. 1. MIN I s - - --- -,.- _ _.-• - - _ ___ _ � • ' _ SE K 1N Sign 01;E `' J _ IIEt� _ -GHQ W-ACSktNATERLI -r--- ,, 1 ! t -_-. ` 1 �—t— Y 1' - 1-� 1 _T _T— 1 i i { i 1 1 1 1 t 1 1 I 1 { I 1 - e -'500 ''i 1 I I 1 {_ 1 1 ! I I 1\ 1 1 \ , , \ .o 30' M� BUILDING ETBACK LIINF� ' �,\ 5 TOW \ FUTURE RESERVATION 45' B D ZONE FH EXISTING ASPHALT FOR ASCA OFFSITE EXISTING ASPHALT _ \ PARKING LOT SANITARY SEWER GON'NGTION DRAINAGE EASEMENT-- PARKING LOT TOW'S DB 1454 PG 637 • , ', \ \ \ \ \ \ � \ ."-- ',.. j j - ,t.,_ I I 1 1 I I I I 1 I d �\ _. _ I I 1 i/ � � ; \ � }% 1 1 I I J I I `t• 1 I � �. � � I 11 �+0, ' 1 I 1' I -SI1MH 101 ` t \ \ \ tDMHI 1021 1 �1 1 1 1 1 1 { { 1 r \ 1 r { i { I I \ ► ► 11 I t TMP 45 109E \ \ t \ 1 1 I I 1 -�.1 --+-----I---I-- --+-- {---I---I-- --+-- \ :\._ - 7.7 _T- X \\ ` \ T z _.__.. _____.--.- - 1\ 1 ► 1 1\{ 1 t 1 r 1 t ...� . ,•-_ ._,-- - _. -- --. -r- -- -• -- ... •r . a. t i r t 1 t t { t t { t � FUTURE RESERVATION E UNIVERSITY OF VIRGINIA \ _. 1 1 FOR ASCA OFFSITE EMPLOYEES CREDIT UNION INC. - ,--' � � ' � \ \ ° � � •�� \ j.. � ... - --- --- .— .__ _ __ __ ____ n. !� \ - _ 1 ,,....�.` 1 r -� ` � !, , \� 1 E , , 1 7 �, SANITARY SEWER CONNECTION DB 1448 PG 534 \ \ \ �� ` _ ®��.-_ _ _ _. _ Co -- — _ >\`L� '�� �w WW \ \ - \ ;I ZONE , -' � •: • _... � o' � t }k \ t\ ETING XISASPHALT SOO PARKING L6aT' \ \ �; i, / �4o \ ` .. �\ �•.. {'■ ,� Jr t \ l' \ // _ \ I I I { { I I 1 `I 1 t\ 1 f 1 I I { I I 1 1 I { { H 2 1 II . I{ �0 :r — TMP 45-112 \ `\ � I I \I.D� I � � � \ SPS ``, \ \ \ \ \ \ .\_ _� \ \ \ \ _ :_ \ Z C \ -S 0 i i 1 t D i i i { i i i i r i i W60, STUARD & MARGARET \` 1/1 �B 1-453 PG 367 _ ; � HCP SIGN \- �_- - "` - __ i - ___� _ . _- -- _- -- - -45` BEND 00 "'_`_. -.i _._. ._ ."� – . _ t -- _– ' i ___. EXISTING I --___.500 _._ __ - \ \, c� SPOT ON EXISTING \ \ l\ \ \ _ TMP 45-1"12G =- - - •1 ` '' � STORM SEWER 4 SDMH 203 494.90' �\ - �_, _ 2 STORY _ _. -- -- ., \ ' �'to \\ 5 RAISE EXISTING TOP BY 0.75' WITH FINAL �.. - - 4.167 AC. ( - -_ _ ROAD GRADING BUILDING1 s5 i DMH 203 DRAINAGE EASEMENT ti 20 -STORM \I 1 DB 1454 PG 637 ` \ (r i `�. \\ \ \ < Jr1 ! ® SEWER l - 4 ; _ NO GRADING /I �' NO I "HPE ; ` IS PROPOSED ON �/ x L `P TM 45-112G1 —x _ —x. =x —x —x90 1 r. PROPOSED W, ..- 1 � s ` � it `\ \ J -..- _,- ••,.- _ t (/ I rr-; '`., \ NOTE: BUILDING PERMITS WILL NOT BE APPROVED UNTIL FIXTURE 1 \ \ `\ ; \ \\ �� 1 l ` 1 , \ \ \ \ �a \ \`-,''"�' / COUNTS ARE PROVIDED TO SIZE WATER METER. 9 g ° , I . ` \ `\ l t 1 \ ` ` ; ' ',..f �'' •� b, 91 1 —10' BUILDING SETBACK LINE ` \ ` \ \ �\ `, \ \ \' '� \ � d'O i' :Err r i } \ ;' s — r,;, r '" ... ♦�q ` .. � � � / 9 p t \. TOP=485.5 4 I _ 5 ` r, g 6 1 C ;2 rr, TO =485g6 8 z� 490- , �I 8 s� 6-g 86 86 / 8 i ,i 8 \ \ `�'� ( 1 s BLD I DECK 8 ,i \ \ \ II / 684 8_Z - 88 88 J CS�:12 , ft 12,160 SF r KNOX BOX REQUIRED. . -� OFFICE 12 �(D 7=L%�� PLEASE CONTACT THE 4' o t f - ALBEMARLE COUNTY 34!X401m t` 1 --490 FIRE MARSHAL OFFICE FF -_4&0 \ f FOR LOCATION. -490 WHEEL $6 ssa 5 \ ` STOPS 8 I' ' FUTURE RESERVATION __ / /40" HIGH LOADING DOCK 29 HIGH LOADING DOCK `� - - 6 ! C 2 ' I �� ti / i / 0 FOR PHASE 2 ,� _ SANITARY SEWER 8 • CON ETE 1`®ADING• RLATFORM 84� w40 p 8 o4 r� 6 CONC. ; Mt1T C H �.. E , \ \ \\ \ 490 i 3 sZ �i 3,z 1' 'qufA?F FiT. C WALL; 3 \ o / SIDEWALK- 55' IDEWALK I - - ° \ \ �' \ \ \ \ ! i F �, 1°8x155'oG4�bCRE1. 8 �' t.� \ i 1ORFUTURE RESERVATION \ \ ca J 3 8 rase,. o l 3 86� ; 1 + \ \ \ ._ I A, LD`ADING 'AREA. \ . ; - 18 CDR \ \ t ,.. ' FOR PHASE 2 �� \ ` i Tra ASPHAL"f _. \ '.�s�~ ( SANITARY SEWER \ \ \ \ \ I , 83 +£ �,,, �3% __ _ t_ �. _ r rn • - - f' 1 •r - ._ \t r y CO 8 (� ~ VIRGINIA POWER CG -2 \ EASEMENT 18 CDR ,• - -~ � / \ \ \ \ `�� \ \ I \ �'A 83.1 G g 82� s.. \ / / f7B 1538 Pf X32 I • HDPE 1 __. yt1 \ _ ._. 1 F r �- _ .. Sewer Lot.- _ _ _,..... _.. 5.- :. ?:i... 10'X20'�X10" \� � _ ICK\ m o ! \ t \\ '� -- _'-- _.._...._ PROPOSED CON PA DETA - - _ / EXISTING PRIVATE ' ! , \ \ _- _ _ a, € - SHSP1 \,... r -j 1 I t \� - - \2 . r0 1 '_� - 0' STORM 24 OFFSITE ACSA - , - / \ \ i / \ _ __ ` - f ._.. . SER M l SANITARY SEWER - -- t \ � � ; ,\ ,� .,- - -. .1 _ _ _ �._ __ -\ --- -� � ! ` ��- �-____ EASEMENT � � / RESERVATION FOR EASEMENT TO BE x \-_ , 1 ._. o ASCA ,ENURE 20 OFFSITE j �j DEDICATED TO ACSA DRAINAGE EASEMENT j �` �\ '' ` '' i I �' x - _- \ I � / SANIT�+RY SEWER CONNECTION I DB 4734 PG 458 DB 1119 PG 577 _ " !r t ` x ter" / BY OTHERS GM 4 _,.,, / r' -- 1 ' 54' AERIAL �~ i sr� OAK------ �� � ,.,-. ,...- . ,_.p..- � \_ _� --__._ ._ _._.-.� ,- �E-WE-R^ CR�SSS_►N�_- _ _ -_ _ _-- _ -- -_ '--- �, J' / � _z _ _ ONE ---- ---_ Wv ! •480 PRO AN St"WR 18" CDR la I t I r; f 7_1 l It 18" CDR . Ij j � J 1 !, EXISTING 1 TMP 45 12C I r t ; I; t` ! j KEGLERS OF ! ' L KEGLERS i ? TMP 45-93A CHARLOTTESVILLE ' POND "¢ LOWES INVESTMENT R 18 CDR DB 996 PG 198 30 0 30 60 9 f 30 0 30 60 90 CORP #341 ; ! „ I DB 1573 PG 453 1 ;' J I! I SCALE: 1 =30 F3 ul F3 UI SCALE 1"=30' MATCHLINE ' MATCHLINE [ll y Li No.33028 t' w A cc A mm1mv, -11 m a A m a w 0 w a 6 cn INDEX TITLE: SHEET NO: 5 of 14 DATE: 3/31/16 r --I W H w � a z E-4 0 H W N fa� Q uj t - u co DOM. PROJECT NO:15,006 4 INDEX TITLE: SHEET NO: 5 of 14 DATE: 3/31/16 w G y 7 7/ J 1 y `;r ✓` r.. ✓ I 3 —x —x —x _x --x —x _x --x _x —x —x —x —x —x —x - x —x --x —x v "P R 0 P ED' VV "y M • x — r X3 X3 .GAB10N -BASKET,1 KEYDt I TO S01 j( t /r 9.1 v 7 _ - f ! g---------------- � 5 -i ❑ 18,55 — ®1 Fj 1 TOP-485T01P-485.52 C G 2 3_ 8-5, s86-51�6 5 - 8 6 s6_ ,= 8 - DECK -/7 9a 2�T L C�-E 12 V -A2 60 S F �8 I-9- C8 5 -' /*I�OX BOX REQUIRED. ,, j o ;, � _ ✓- OFFICEPLEASE COSITACT THE, F-, COUNTY 34'X40, 1 _ ALBEMARLE •, , I L o_ FIRE MARSHAL 0 FFe48900_ o • • , ,, f -- _- - - . FOR LOCATION.• - -- ____490 WHEEL_86 3 86)0 —5 : LOADING D0C �9� HIGH STOPS C DOCK_�20NIGH I�OADI[�1_ lu // �- E f -+M P 4 ✓- 1 ,- - O�. 8— r 8 CO� ETE LOAD ING PLATFORM � � � �.0 - 84- 6 I r Q , 4 6 699 CON C. 1 3 6 !3 7 1 SAX. HT. HT_K. WADE SIDEWALK -----"-l X © cav RE I E' c�-Aga--, L-�,a s e. o 1 j8 ��0ADIN•G A.REA \- - f - 6-_�-- _ 6 ; ------------------ bra _ -�_ - ASP H ALT - L r % ( J—Ix C G 83CG--62 -2 6 3 ---- - , 9 9 I I Epp -MR I I 14, F, -6CGitary— . S e rLatFUTURE 20 'RESERVATION .. - 4BO I ____ __ __ ______ - PH ASE PROPOSED __ ... ....... ... .. -48-0 ........ .. ... __ I- _ F I S-A I TARP SEWER 2.0'__ S T 0. R_M Xt. . -_ X " -SEWER ti EASEMENT J F U TUR E-,,2 0 R E S E R VA I Q- +10 0 10 20 30 1 11170 \.1 P-HASE SCALE: 1"=10' OSANITARP SEWER------ E mN(mco T < c () ria; ® = a C0 cl .0 C T) c N _ �c 0 W v co tlt' r 4 e•5 r MI EL F. MU RS 9 c. No. 330 1 i's10NAL A 0 ujm U u.1 U w O O � A w m w A � 0 W co w t° O cn � � W Q U O N Q U U w� z Ocla W V 1 H a z a a C) a E_j w � w wE � Q Lu Lu U DOM. PROJECT N0:15.006 INDEX TITLE: S P SHEET NO: 6 of 14 DATE: 3/31/16 EXISTING CANOPY = 124,330 SF TREE CANOPY CALCULATIONS COMMERCIAL SITE AREA = 4.17 Ac I � 1 10% TREE CANOPY REQUIRED = 18,165 SF -- , EXISTING CANOPY TO REMAIN: 22,407 SF X 1.25 = 28,009 SF PROPOSED CANOPY= 6,019 SF TOTAL TREE CANOPY = 34,028 SF > 18,165 SF OK PARKING LOT TREE REQUIREMENTS BERKMAR DRIVE _(RTE 1 _,._....._-- 1 TREE PER 10 SPACES / ---------._.__ 8 SPACES PROVIDED �'� TREES REQUIRED = 1 TREES PROVIDED = 3 OK n��- w� . mow:: Wim.: rvW �w:SPRINT f GUARD RAIL EASEMENT .,_F,K.- _-- �-�,�-- --� --,x � GUARDRAIL EASEMENT DRAINAGE EASEMENT / !yF DB 1472 PG 264 \I� GAS EASEMENT - mow.. �� �� B -4125r_ G.. -475===M =====--==-.=--=-�?BTL4�.4J'� ;��Z---- .DB_1454PG 637 LANDSCAPING WITHIN PARKING AREA COMMERCIAL: py SDMH SDMH 8"X6" TS&V �- SDMH 206 PROPOSED PARKING AREA: 16,468 SF F _ „1- — ul -- _ _ _�� Dip - — __ ___________________.__ __.._-----.._-------_.__ _._____._r_._ _._. _ - - SDIvfH u _ , 5% PLANTING REQUIREMENT: 823 SF _ - trees W-Mj PLANTING AREA PROVIDED: 1,191 SF > 823 SF OK —510 _ 50 _ _ _ .. _ _...: - _ TP _ -._ ,._ _ - _ _ - - — — – Sign ,u�' _- - _._ _ fi Stop 128 SF _ - Y2� SF'�- _ 12'8 --SF -- - i �8. SF Sign---`�- _ T - 10 MI B LDIh}G - - 510 € 0- ACSA /\ TMP 45 - 109E / - - _ _ Ei4�€1ot€NT i / ✓'' --500 I , I _\ UNIVERSITY OF VIRGINIA -� �� / / j - -- _ ...' , I I , I I I -�.. I , \ 30' MAX VILDING SE A LINE \ �0 11 EMPLOYEES CREDIT UNION INC. r- - _ s Tow , \ , 5• g D f \ , _ Op \ \ EXISTING ASPHALTS DB 1448 PG 534 -' /`" _. ,., _680 ZONE -F / PARKING LOT DRAINAGE EASEMENT~ OW �s-- \ �Il -- --_. ^__ _ \� • ' o\ \ � \ \ \ - '- I I 1� DB �14I� 54 PC 6I 3I 7 E 28NOTE: ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN 1I I I II II II 1I 1I \ II \ 1I II 11II E ` ISOMH 101 iAND CONIFEROUS TREES. tDMHI 1021 ` ALL TREES FRONTING ON BERKMAR DRIVE ARE SARGENT CHERRY TREES -_ WHICH ARE SMALL DECIDUOUS STREET TREES LOCATED UNDER UTILITY LINES. ` \ \ \ \\ _,. \ \ ✓ _ __ -- - -- - �. _ _ - - F 28 F i _ \ f WW ZONE ...... } i 7 ^. \ � � \ ~ / � `•• / ` ` .. � I i t� I I 1 � i i f \ I I I I I I� . I I , ...-- fr I I I I I _,.., I I '� '' ,� `, , � I I SET TRUNK PLUMB. 5EE �t I f I I I I 1 I I t I 1 I 1 1 H 2 I 1 r Op = \ PLANS POR EXACT LAYOUT I \ \ �i t - \ \ \ \\ , I I �. I I I I ► I\ I I 1 i 1 I 1 I I I t 1 - j� \ AND SPACING. \�,�� �/ l \ \ ` __ __. \ \, \ \ ` , C\ �S 0 1 1 1 1\ I 1 1 1 i I 1 I 1 I t 1 I I 1 1 I I I \ I , 1\ \� XL UI `..� _ SPS \ \ \ '"( �, \ _. _- __ ..,,. � , � 1 I I ! I I I 1 1 1 I I i i .: �� � er 1 � 0 i LANDSCAPE PLAN LEIGEND: AF - ACRE RUBRUM Size 1 Cal, Canopy Cance Remarks 0 CJ - CRYPTOMERIAA TP - TREE PROTECTION FENCING TREE TIES, 5EE SPECS. - 1-112" 50. OAK STAKES - SET 180 DEGREES APART FINISHED GRADE APPLY 3" Of MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXISTING GRADE PLANTING PIT. 5EE 5PECS FOR EXACT REQUIREMENT5, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. REMOVE BURLAP * 5TRING FROM TOP 1l3 Of ROOT BALL TWO TIME5 BALL UND15TUPBED 501L DIA. (MIN) TREE PLANTING DETAIL NOT TO SCALE Key Quantity Botanical Name —� Common Nares: Size 1 Cal, Canopy Cance Remarks CANOPY TREES 0' BUILD}NG�§ EfACK dE AF 3i Acer x freemanii ',Ieffersred' Autumn Blaze Maple le 211Z' 1 397 1,191 r ORNAMENTAL TREES / I BRQADLEAVED EVERGREENS LS2fff&ING CJ 38 C tomeria japonica & cvs. Cryptomeri i (Ben Franklin) I6'-8'1 123 4,674 — SHRUBS { B,J 11 Berberis juanae lWintergreen Barberry 2' 14 154 m _ ' 1 O Canopy Grand Total 6,019 TREE PROTECTION FENCING DETAIL TMP 45-93A � LOWES INVESTMENT ` CORP #341 DB 1573 PG 453 30 0 DB 1119 G 577 30 60 EXISTING KEGLER' S POND A� �i C> �sI oN ALL_ j.�yG O PE 0' BUILD}NG�§ EfACK dE iiiil W / I Z I Oi { t O O H 20'X1 •. " K, 1 co PE 0' BUILD}NG�§ EfACK dE W / I Z I Oi { t O O H 20'X1 •. " K, 1 co ...P .. DTA S - A W m � Q v I(� 18" CDR TMP 45-112C SP7 18" CDR KEGLERS OF I 1 j CHARLOTTESVILLE DB 996 PG 198 "CC SHEET NO: 7 of 14 { r. � 0 1 !1 j i 18" CDR I ` DATE: 3/31/16 0' BUILD}NG�§ EfACK dE W / I Z I Oi { 20'X1 •. 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' TIt It i 1 I I I i I i 1 1 I \ I 1 I - ,� I P. I i i 75 • I _t_-1- .I \ 1• Imo! I i 1 I\ I I i I i 'I -\ I I 6 I I i I T, 11 1 I 1A I I t 1 1 ' i ' ice. 1 1 i I f I J. ••�� i 1-1 ! �` DA -4A = 0.37 Ac �.. -11 \ \ \ o I I 1111 �.- . \ 1-1 I ,, CN = 65.9 -/-------- I',, ,\ TOW � \ s . / IIS _ ,t '� � Tc 5 min ZONE �` FH • o � J 1 TOW -. , \ 1-1 \ ,_ --- , , �• Jr - / t E I ; ; (�W I I t� � 1 1111_ I r4ir I1iIi\IIi1II'11II1/ZE�II�1I�I1 I I I I i• I I ` -� i ;. O. �' � ,1 1 \ I Y O t i I i I \ i 1 I ` 'A 1 \ i I f i 1 -1 ► I \ I >Vl�-,.{---+-----I---I---i-I--+1111-{---I---I--� --+-- ,4� \ •, - +� -f'1-� ,tx P j j 11 / � � ,--. i \ r \I i CP �l i I I I i I - v 1 1 1 I I I LP I ; RI NCE OF 0 I I I I i i i I 1 •.1--'' I _ r -.1111 1 R J • UN � ISTURBED �FFER __ !� I I I I I I I\ I I I 1 (` , i \ I ♦ 1 l i � i L \\ * i 1 i i 1 I 1 I i 1 1� , ,, i N , /' REQUIREMENT NEED€ -Q __ \ �, \ � a ® � �l�W ,� '� � i' '. Ih! Ti -I S LOCATION 218 ) 1 \ i r 1 1 } ZONE , l \ r 1 \ II \ / `. `�' / ` 7 I \ \ 1111._ _-------- ~-' / � 11.11 I \ i \ \ II -- ; ; r r. 1 I ; 1 r 1111 1 I �° I I i I 1 1 I I I\► t I i I i •'1 r- � 1 i 1 i 1 �. t� �1,�, I � I $0 \, \ i I 11---4 �: ! i 1 I I �I• i 1 i ! I i 1 i i I 1/11, I i H 2 1 ( 0 ,� 11 \\ i g, P i I \J• I i I 1\ I I-,-- I i i 1 I 1 I i i i I 11- I� T 1� \ •. � p ( O P i I -11-1, I I I I � ill i i I I ill I I I i I 1 I /' 1 I \ I : I � �, `� l 1 I I i i i _ i 1 i i o _ I I 1 i I I 1 1111 r r� • \ ( '� -D-;- ---o- `\ ,- - --• --- - --/-\-.- . _ �. _. _ . _ 1111_.._ 1111 1111 1111 .. 1111 _- _ _...._ . 1. -_ 1111 1111 -_ \ ...- -'' � ' HCP SIGN � \11.11 X�" _ - -- -_ _. 1111 -- 1111» 11`11 - 1111. -_ (•••r-• �• �,-- � 1 -.--- - / -. 1111 ._ 1111 11.11. -._ 1111... -- ` i ____.___________­._­�___ -_ ._ _ ..i � � ; I --- \ � ----1111.- �,--_.� j � co -� ,,,_ _ • 1111 ...._ 500..__ .,-- 11.11__ 1111 , ... - - _ 1111 t- - - �_ � r \3 , 11.11. W \ . 1111 _ 1111 -� \ f ` 1 I ___500 -_-_ -_ __- y 1111 - - 1111_- .. � cN -- 1111 1111 _ a � � ,�: a. „--. ---- -1111 ,. - 1111 -1111.._ -TRIP 45-192G _-- -_ - � -­ - 1111 _ _. 11.11 f - \ Z7 � i N. � - 1111- -`' ,� % �... 1111_ -_ .1111 4.167 AC. -- - _ `'. -- \\1 ,\ j r - - ./ / to 1111._ _ _ _ , I ) , 2 STORY 1111:- 95 �. M1�,203 EM I � J � r PR POSED � STUCCO .-' S I -1'-,C_-'\ i /,/ ACU'M BUILDING I 1111 -' ,, ' \__ 20,'.-SfiORM'- I `I \ 4 �� _------ : �„�_.-� � � , � r u -11.11 I- •= 4 � ; r � �' _ �_ SEWER � = - HVx2 11' ' / / /I #(,p � �` _. it : EASEMENT � _ 1_. � __..-.__-- 1. __-- j x ,1 � � � �' � / � / , . v � DIA -36 _ 0.43 Ac \ � #'� <, .l.P / � l CN - 82:4 1 5 ,, �; f' `Tc = 5 min , M • /F` , \ :>.DA 3D �':-, 0.2T Ac � � I \ -X =x -X -x / � - \ _ - 1111_ .:-_- _ 1 / � _ ��� _ I t. �.„ -_ - _ i - -- --- - / x To - 5 min Qg . '�1111 .1111 .a' � 1 - _------ - _. \ �, DA -3C -r_007 Ac .� - DA -4C = 0.46 � 1 ,,. � 11 I I"- UP _ ''- -.. �t - •CNS �1•� / {/ r �- � \ , '"1111.« CN - ��` x -- ,-", • � * �;, .� �--1111_-----�---_-----_. \ ;-- -fic = 5 min �-�- ..�_ _ - Tc = 5 min-- .�,,,,..g�k--�; / '-z 4 > .. 11 J " � � � � I - \ \ `� 1111. ,.-- 1111 _ _ `� � " .. � � � 0.46 A � � � � J, \ \ . 11 PN 70.7 \ \ 8 ~' min I ...-• I �,'\ �0�0 I \'. "--1111. / I � � =485=485.5 4 � ' �-�_._+85•� � t..�6»t�� �.0 _-2 _«_ �� ~Y y 1-,I X90 --m \ •`_ I 6� � 1111_._ i % 86.E � � •, 8s86 -QA B�1 I //"-,/ _,, :- DECK 8 88-� - 8". ` - .� r 1 2 I / / /// / I 12, _ � '1 ,_--j , � OFFICE 12» �� � o ) � / ,/ ._�-�57:� - 34'X40' ' M � i � 1111 1111 ._- ._ ._ �, DA -1C = 0.46 Ac \ . 1111 I ;- -- � 1111_ + ca � i __ - 1111_� � f` CN = 98 �= 0 ` . � > / I-,,- , _ - � / , � gs i i _!-•-� _\1111 1111: --_ _. 1111. ._ . 11.11._ _ .�` Tc = 5 min � L, � ­:,� / I )�, I \ • I �' r- ' 1111. -' 1111.- - 1111_ -, 490 !! / / / . ,.- - _ 1111 �6�• 86-2 i 1 ' - 7 � ' /`' ✓' 1111 1111. 11.11 _" . -1111 1111_ ---_ 1111_ 5 8� \ ,-�., .o 1 1111_ � � , =� / �'40" HIGH LOADING DOCK. 29 NIGH LOADING DOCK � o / -'~ ,�-•. -1111 11.11. 1111 11.11 vv vv 1111 _ \ / ,,_ : A - -' �STE .. n - `4j� ` ~ ...` � r' o �) /� % 1111___ ,1111 1111... .� � � . n o •'• 8p�$ + 5,�11.11... ... � � 1 -" �, + �ist 8' . CONVETE ; OADING. R110'FORM •+ 8�Q CO k, • . N ,� �...-sIRAMPI 4.5- 4 \ 4� • 1 i � 6 CONC. \ � ,�--4 � (I 3-� ��/ 3',z by • :1' •grilA�: 'FIl': �C • WALL; . 3:z ¢-a .. • • j SIDEWALK- `` `_ . � .1111 �; ' � 1111 - � `'- _- 1111 9 � V \ �'8 x15.5'o�CdNCREl`�' . of . ,�,' �, I , \\ U:. 1111_."- ..� ! � � • '. • • • 1' O�DING -AREA. •83-� 8,�.� • . I��ase.. .•`� �• � . •.. � � 8sz - `� -�. I • 1111 ­- \ \ < 83.x. � �, s 3� 1111_ _Tra . `" . -.. ' ASPH/ALi--/ \ ' ` ,�� ; \ i j �!, 1-1 � co ,�-_ 1111. �� \3 � 8�� c � - -..--- M -_ - � � L.. _ _ ,1111 11.11.: ... .. .. � � - \ \ I/OpF �..._ -_ 1111 1111_ -1111. .. ...g ... � ... _- .. -:.- � � \ \, t ;I� 1 _.: _ 1111 ._ ---- O g 3 Z _ 1111.. _. �. i \ -- � , S3�' CG -6 82 11114 , - 1 • - . -.. -1111 _ \ � -'_ ­- �.' -18 HDPE 2 t , ---1';:Z:-- ___:�..�,_._._-'=�.._..... 1 _Snort fit.___... ... ... - I � _.- --_-- -- -. \ -•. �. _ 1111 .�--�-____ . _----`_.�.. a. Sewer Lat. � - � O 1111._ \ `•_ �`- 1111 _ --- 480-- --- -- R 10'X20�X10" 11 ICK \_ - - � -� _ ,,;- q 80 -.� \ -"~ `\j �` - 1111 _ - -..--...- -1 ., - 1111 . -_ -�~ _.. 1111_ ___ _ \ _ ` -�._ -- "2--- 30 0 30 60 90 , 1111. 1111_ �_ - � � "--__ \: 1-1 1_. -_._ _. 1111_ ' -- �- - .-- - 1111 STORM SEWER DRAINAGE AREA MAP : --------11.11 _x_ _.-�.-a.- - _ _ - \ ` � - �--�-•�-f� 1 --- Y_\- 1111_ _ SCALE: 1 "=30' 495 490 485 480 475 470 465 460 455 450 445 NOTE: AERIAL CROSSING DESIGN WILL BE .APPROVED BY ACSA PRIOR TO UTILITY PLAN APPROVAL. Line Inlet DDnSfm Drug Known Inlet Tc i Flow Invert Invert Line Line Line Capac Vel Pipe No. !D Inlet ID Area Q Time Sys Rafe On Up Length Slope Size Full On 'Travel {ae} {cfs} {min} {min} {in/hr} (c#'s) {ft} {ft} {ft} (0/6) (in) {cfs} {ft/s} (min) 1 1C Outfall 0.66 0.00 5,0 7:5 6.57 15.55 474,12 475.24 35.05 :3.20 18 20.36 5.84 1 0.08 2 313 1 0.43 0.00 5.0 6.1 6.93 9.76 475.44 479.50 160.264 2.53 18 17.99 11.65 0:41 25 479.70 483 3 3 2 O:OO 1.61 0.0 5;7 7.05 7 ,41 103,9 1 08 :3.57 8 21.50 8.65 ' 0.42 .61 4 4 4 3 13.00 3.99 0,0 5.0 7.22 5:68 483. 88.32 121.914 3.86 18 22.36 10. 56 O.63 7.24 1.5 4A 4 0.37 0.00 5.0 5.0 69 488,42 r 488.72 5.612 a.34 15 16,17 8.54 0.05 6 2C 1 0.00 0.00 0.0 6.6 6.79 2.17 475.44 477.66 73.381 1 3.03 5 .19.71 7.26 0.89 5.9 6.9 2.23 477..77 4 7 3C 6 0.07 0:00 5.0 8 480.06 82.115. 2.7 1 11 7.34 9 5 .68 0:74 8 4C 7 0,46 0,00 5.0 5.0 7.24 2,08 480.28 481.64 8 n STORM DRAIN COMPUTATIONS_ I Line Inlet. arng Inlet i Runoff ncr . Q Gt Q inlet Inlet, Juna_ t Gutter Gutter Cross Cross Gaffer Gutter Area Time Inlet Coeff Q C arr�► Cap BYp Eft Len Type Slope Width SI, No ID Sw SI Sx Depth Spread a (min.) (in/hr) C cfs cfs cfs cfs ft ftlft ft _ (ft/ft) fil ft ft ft 2 6 4.36 5: .9 0 6 1 C .66 0 7. 4 0 0 2. 1 0 0 0 430 0 0 100 $ 00 Curb Sag 00 0.083 0,040- 0.30 5,32 2 313 0.43 5.0 724 0:85 2.65 0.15 2:74 0.06 98 8..0.0 curb 0.010 2.00 0.083 0.043. 031 5.40 5 4A 0.37 5.0 ('5_', STORM INLET COMPUTATIONS .. SP9 E�-q U) E-4 Q W .O � o `r `r ■- n' R � co C W W w F=4 O W 0 W O 0 � F=4 C/D = W E-1 w O rte' ' � P4 Q 0 w 4 1:Cn �w Cn t - w W DOM.. PROJECT NQ:15.006ll .0 724 0.65 1.69 0.00 1.54 0.1 5 9 1 8.00 Curb 0.050 2:00 0.083 0.021 0.20 3.53 9.475 '1.52 15 8:62. 6.03 0.90 n STORM DRAIN COMPUTATIONS_ I Line Inlet. arng Inlet i Runoff ncr . Q Gt Q inlet Inlet, Juna_ t Gutter Gutter Cross Cross Gaffer Gutter Area Time Inlet Coeff Q C arr�► Cap BYp Eft Len Type Slope Width SI, No ID Sw SI Sx Depth Spread a (min.) (in/hr) C cfs cfs cfs cfs ft ftlft ft _ (ft/ft) fil ft ft ft 2 6 4.36 5: .9 0 6 1 C .66 0 7. 4 0 0 2. 1 0 0 0 430 0 0 100 $ 00 Curb Sag 00 0.083 0,040- 0.30 5,32 2 313 0.43 5.0 724 0:85 2.65 0.15 2:74 0.06 98 8..0.0 curb 0.010 2.00 0.083 0.043. 031 5.40 5 4A 0.37 5.0 ('5_', STORM INLET COMPUTATIONS .. SP9 E�-q U) E-4 Q W .O � o `r `r ■- n' R � co C W W w F=4 O W 0 W O 0 � F=4 C/D = W E-1 w O rte' ' � P4 Q 0 w 4 1:Cn �w Cn t - w W DOM.. PROJECT NQ:15.006ll .0 724 0.65 1.69 0.00 1.54 0.1 5 9 1 8.00 Curb 0.050 2:00 0.083 0.021 0.20 3.53 Lm _ v nNNap 6='� pQep� _ s O 5 m M MIC F. MYERS L' . No. 33028 o ..12- F �O , F / ;1 6 w �.jONAL m 0 Y U w U 0 A M $_: A M 0 w z 0 w0 rn Cn U. j. I11*9ST-" E�-q U) E-4 Q W .O � o `r `r ■- n' R � co C W W w F=4 O W 0 W O 0 MIC F. MYERS L' . No. 33028 o ..12- F �O , F / ;1 6 w �.jONAL m 0 Y U w U 0 A M $_: A M 0 w z 0 w0 rn Cn U. j. I11*9ST-" E�-q U) E-4 Q W P4 o � U W � co W W Q, --:4 w F=4 W 0 W O � F=4 C/D = W E-1 w O rte' ' � P4 Q 0 w 4 1:Cn �w Cn t - w W DOM.. PROJECT NQ:15.006ll INDEX TITLE: 1� 4�4x SHEET NO: 9 of 14 DATE: 3/31/16 E _ _Y�_ - DECISION -_ ..... _.___�_.�. _ _ _ - _ _ _ - - -- ~� - -DECISION �� ,� � ; C z __� _ _._ --.:- _ _ POINT C - 41mm E -- __...... . . ■ til N i m J30 525 520 515 510 505 1, nn I IIID e II III m1011 'I I 1 I IIII III IIII I II III -POLYMER . 1 . ® 11114 �I� 114 III _ •_ t""�'1 SI Fr 515 w r5 6 SIDEWALK DETAIL ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO�-+ N a � d II i I 1 1 II I I I III 111111 I II I I II I�III III I II �II � I II��I III 1111 I�� I I III I 1 1 1 I I I III II I III IIII II I I II IIII I I I II I I I II I II I IIII I I I I�I II 1111 � I VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR�:D Q-+ / ; J-- �� VIIIIIIII I II + III �11 111111 II 510 . . . . . . . . . . . . . . . O u LOCK. II 1111111 I IIII 11 11 �11� III. II EYE HOLE 0 S FOR w W t PAD LOCKS 12 ii� III I1 II I� I��� 505 -- SCH. 40 GALV. FENCE AA AA POST AND �E-GAT Q I i ,I �I� ~ Q H II I III IIII'lllllllllll�ll� '_'� � � II 11111 IIII II�� 1�-w- '' I IIIIIIII+IIIIIIII�� 111 VIII IIII I�I __..___.LtN Ill�iil 111 II�IIIII -EL-AS1-52._..—_ IIII F- ' a 111 1 1 III I III 1 1 11 I III 530i DECISION '� _._�_.._.._ - v POINT A SD SDMH t _ 390 SIGHT DISTANCE �.. 525 SQ 206 -.. _.-- — _- --- __ 510 520 I �► `t i I I I I i...... �� � i I I I I r i y � I �� `I. I I �. � :..-- _ S 0 \4T_ 515 fi-....[\ \ p i i i•% i v\i i \`i�►� e 510 <•� IH�10 l i i i i ISM 1 1 �. y �-i--I--1-i--i--1--i--;•-�--F- 505 F n n `)LU 515 510 505 500 495 490 485 480 475 70 :JGV , � r -POLYMER NOTE t""�'1 SI Fr 515 w r5 6 SIDEWALK DETAIL ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO�-+ N a a � `� P 0 1 VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR�:D Q-+ RETAINERS INE S w EXACT LOCATION OF DUMPSTER D MP5 ER ENCLOSURE. F -L-1 o W 510 O u LOCK. EYE HOLE 0 S FOR w W PAD LOCKS 12 505 -- SCH. 40 GALV. FENCE AA AA POST AND �E-GAT Q ~ Q H 1�-w- T^ W __..___.LtN J -EL-AS1-52._..—_ W F- Dtl£D- _ __._..____ . _.. _____._._ . __- O'�AS _____ - 4-5–MI1lEl 486-43 :JGV , � r -POLYMER NOTE t""�'1 SI Fr 515 w r5 6 SIDEWALK DETAIL ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO�-+ N a a � `� P 0 1 VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR�:D Q-+ RETAINERS INE S w EXACT LOCATION OF DUMPSTER D MP5 ER ENCLOSURE. F -L-1 o W 510 O u LOCK. EYE HOLE 0 S FOR w W PAD LOCKS 12 505 -- SCH. 40 GALV. FENCE AA AA POST AND �E-GAT 500 495 490 "Cr) 485 480 "BEIGE" TREX WOOD E � r -POLYMER LUMBER SLATS TO W � w Q MATCH BUILDING, PROVIDE GATE LOCKING E-4 r• -t 0 a � `� PINS AND PIN �i RETAINERS INE S w W PROVISIONS FOR PAD V LOCK. E--� Q ~ Q H T^ W J W F- 475 F' C> C.6 C.6 W w POURED CONCRETE _ 4 470 FOOTING @ POSTS 0) 10+00 11+00 12+00 13+00 14+00 15+00 LOCKING PIN RETAINER - � WOODEN DUMPSTER ENCLOSURE DOM. PROJECT N0:15.0065 P10 NOT TO SCALE INDEX TITLE: NOTES: 1. DUMPSTER WALLS TO BE 9'-0" HIGH. 2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION, sti 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC. AND PROVIDE 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW. 5. FINISH TO MATCH BUILDING. SHEET NO: EXISTINC WOODEN SCREENING FENCE 10 of 14 _ _ _ J WATERLINE PROFILE P1 Q PROPOSED SCREENING FENCE TO MATCH EXISTING SPl 0 Horiz. Scale: 1 =30 DATE: 3/31/16 Vert. Scale: 1"=10 �m"v8 A ai C, VQ - t9 >I` p (Q =O rh PIPE OUTLET TO t WELL-DEFINED Cv 4 4Z CHANNEL ,0 :a CO «C N I PLAN VIEW E c W L = 12' 0% --- I d = 12" h h SECTION A—A- i e� m FILTER CLOTH— KEY IN 6"-9"; P eye RECOMMENDED FOR ENTIRE PERIMETER (Median Stone Size) OUTLET STRUCTURE: ST -3 A A f� o.33028 �O 0/Z. %b ww �-—� ........ PIPE (, _.._._..._.__._.._..� OUTLET TO FLAT s"'ONAL � PLAN VIEW AREA WITH NO DEFINED CHANNEL a L- 1 I ..... ... ...._ .... _ _ ...._ _. — 1K-1 DETAIL --- __ DI-`� DETAIL ('T'VG-6 DETAIL I_ LLI Y SP11 Not To Scale SP11 Not To Scale SP11 Not To Scale �__I,_ o� — W d=12" v .`T M o w FILTER CLOTH LKEY IN 6"-9"; A RECOMMENDED FOR CG -2 p1 -3A, 3B. a'C: EXPANSION KEYED SECTION A -A r� 1 - CG -12 r . .. .: FDR DETAILS OF INLET '- JOINT, 'CONST BARS :p �, (APPROAC# ENTIRE PERIMETER w m EXPANSION JOINT FRAME & COVER BACK :OF SIDEWALK Y ' JOINT > Z GENERAL NOTES: : SEE. STANDARD IC -2. -� .. UTTEpD: = 6 A NOTES: BARS G 4.. . �. w BAR G G GU TER(3/8) d� 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. (5f3) ' 4(5J7) (0.012)(15.55cfs 1 0 �� ��". 4 nQ � BAR& G BAA, SUBBASE _ # ,. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 2.. 6 6"6 BARS:B w 2_ _ _ HARDWARE D = - Ilwa Maximum Tailwater Condition 4000 PSI IF PRECAST. ARS F - A-4 F PRECAST) ~ ~� ,: X ::: + r' ARS F CLOTH.. 1.49, S 1.49,1(0.057)(1/2) 2 DETECTABLE WARNING TO BE CLASS A-3 CONCRETE {CLASS1 21 Ta' ter Depth WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 3. CURE HAVIrG A RADIUS OF 300 FEET. OR LESS {ALONG I I w+ WEEP HOLE. Use Plate 3.15-4 RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN FACE OF CURB) �jILL BE PND FOR AS RADIAL CURB. 1 , . o SEE NOTE 8 TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DWES DETECTABLE 4. THE DEPTH OF CURB MAY 8£ REDUCED AS MUCH AS 3 WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A ' 1 1 = - - c,s' DEPTH) DR INCREASED MUCH As 3" (21" DEPTH) L t TOP OF BAN 3 D W 11 1 11.5 Y i POURED MONOLITHtCN1Y WITH RAID' IN ORDER THAT THE BOTTOM OFCURB ILL COINCIDE ° x 1 - (� 3, SLOPING SIDES OF CURB RAMP MAY PERPENDICULAR A�yy w � 24 use 30 to existing K x o — 4.5 use FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. WITH THE TOP OF A COURSE OF THE PAYEMENF SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT ' RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN �:0 4 it BAR F BAR.A NOTE�SSE 4, IF RAA _ 'Q11 THAT ADJOINING FLARED SIDLS CAN BE CAST IN PLACE AFTER PLACEMENT OF INCREASE IN DEPTH. 1 BARS ;D. FACE OF CURB: m 4 OUT N i 11 GUTTER 8' �8_ T PROTECTION R T /y �T p R T LI! PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A 4. l+GI 4« 2" R 5.CG-2 IS TO BE USED ON ROADj�AYS MEETING THE CR CK CONTROL: JOINT CRACK: CONTROL JOINT LET 1 1 b 0 1 E ( TIO V T (, B LlE p {�� AX OR CG 6 AS X10 i✓ 1 i1_.r 1� IRE TSF N 2 0 .: 5. REQUIRED BARS ARE TO BE N0.5 X $" PLACED 1' CENTER TO CENTER ALONG 121 MAX i 12� APPENDX &E. OF THE VDOT ROAD DESK I{AI�lAL. BOTH SIDES OF THERAMP FLOOR, MID -DEPTH OF RAMP FLOOR. L41NIMMUM CONCRETE GONERf2'. 16'MIN PLAN ON A -A SP11 Not To Scale CD c0LLJ sECT� B GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS a �. 6. CURB / CUR AND + A L^VARIABLE ^MAX. 20' f KEY IQ M JOINT AX ARE INCLUDED IN PAYMENT FOR CURB / CURB AM GUTTER. TYPE B • . e 6" 2' o �8r' 2' 6" $.,I- 2 ' CONh WARPED E: C ~ A C __.._. _. 1]AMA 1 1 C1 _ - _ v ED 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS (Al A5 UIXtU I W 1 rvAru..i.c.L BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,, PROPOSED. . ^ y .. L _ , CG -6 I I I Zv { ( ZR �g �= : BARS A GIiTrER h�ry NOTES, Diameter Pipe (in) Discharge (cfis) Apron Length (ft) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. Downstream Apron Width (ft Riprap Stone Size 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. x 3. COMBINATION CURB & GUTTER HAVING A RADIUS sEE NOTE 4 OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL ro.. - - - - _ _ _ _ 1 N B S G- -' I :: BE PND FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED i/] Storm 1 18 DRNIAGE LAYER, THE BOTF(!M OF THE CURB 24 4.5 11.5 AND GUTTER CHNk BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO -6 IS BASED ON ROADWAY CLASSIFICATION AVD DESIGN SPEED AS SHOWN IN APPENDIX A !f 2" R F OF THE VDOT ROAD DESIGN MANUAL. p 6" p s s II' p p > p p A > p a — — — "- — — — — — THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE 6" 2'-0" SUBBASE COURSES PROVIDEDFA MINIMUM DEPTH OF 7" IS MAINTAINED.THS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'" CURB & GUTTER REV.9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20103 �m"v8 A ai C, VQ - t9 >I` p (Q =O rh PIPE OUTLET TO t WELL-DEFINED Cv 4 4Z CHANNEL ,0 :a CO «C N I PLAN VIEW E c W L = 12' 0% --- I d = 12" h h SECTION A—A- i e� m FILTER CLOTH— KEY IN 6"-9"; P eye RECOMMENDED FOR ENTIRE PERIMETER (Median Stone Size) OUTLET STRUCTURE: ST -3 A A f� o.33028 �O 0/Z. %b ww �-—� ........ PIPE (, _.._._..._.__._.._..� OUTLET TO FLAT s"'ONAL � PLAN VIEW AREA WITH NO DEFINED CHANNEL a L- 1 I ..... ... ...._ .... _ _ ...._ _. — 1K-1 DETAIL --- __ DI-`� DETAIL ('T'VG-6 DETAIL I_ LLI Y SP11 Not To Scale SP11 Not To Scale SP11 Not To Scale �__I,_ o� — W d=12" v .`T M o w FILTER CLOTH LKEY IN 6"-9"; A RECOMMENDED FOR CG -2 p1 -3A, 3B. a'C: EXPANSION KEYED SECTION A -A r� 1 - CG -12 r . .. .: FDR DETAILS OF INLET '- JOINT, 'CONST BARS :p �, (APPROAC# ENTIRE PERIMETER w m EXPANSION JOINT FRAME & COVER BACK :OF SIDEWALK Y ' JOINT > Z GENERAL NOTES: : SEE. STANDARD IC -2. -� .. UTTEpD: = 6 A NOTES: BARS G 4.. . �. w BAR G G GU TER(3/8) d� 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. (5f3) ' 4(5J7) (0.012)(15.55cfs 1 0 �� ��". 4 nQ � BAR& G BAA, SUBBASE _ # ,. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 2.. 6 6"6 BARS:B w 2_ _ _ HARDWARE D = - Ilwa Maximum Tailwater Condition 4000 PSI IF PRECAST. ARS F - A-4 F PRECAST) ~ ~� ,: X ::: + r' ARS F CLOTH.. 1.49, S 1.49,1(0.057)(1/2) 2 DETECTABLE WARNING TO BE CLASS A-3 CONCRETE {CLASS1 21 Ta' ter Depth WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 3. CURE HAVIrG A RADIUS OF 300 FEET. OR LESS {ALONG I I w+ WEEP HOLE. Use Plate 3.15-4 RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN FACE OF CURB) �jILL BE PND FOR AS RADIAL CURB. 1 , . o SEE NOTE 8 TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DWES DETECTABLE 4. THE DEPTH OF CURB MAY 8£ REDUCED AS MUCH AS 3 WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A ' 1 1 = - - c,s' DEPTH) DR INCREASED MUCH As 3" (21" DEPTH) L t TOP OF BAN 3 D W 11 1 11.5 Y i POURED MONOLITHtCN1Y WITH RAID' IN ORDER THAT THE BOTTOM OFCURB ILL COINCIDE ° x 1 - (� 3, SLOPING SIDES OF CURB RAMP MAY PERPENDICULAR A�yy w � 24 use 30 to existing K x o — 4.5 use FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. WITH THE TOP OF A COURSE OF THE PAYEMENF SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT ' RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN �:0 4 it BAR F BAR.A NOTE�SSE 4, IF RAA _ 'Q11 THAT ADJOINING FLARED SIDLS CAN BE CAST IN PLACE AFTER PLACEMENT OF INCREASE IN DEPTH. 1 BARS ;D. FACE OF CURB: m 4 OUT N i 11 GUTTER 8' �8_ T PROTECTION R T /y �T p R T LI! PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A 4. l+GI 4« 2" R 5.CG-2 IS TO BE USED ON ROADj�AYS MEETING THE CR CK CONTROL: JOINT CRACK: CONTROL JOINT LET 1 1 b 0 1 E ( TIO V T (, B LlE p {�� AX OR CG 6 AS X10 i✓ 1 i1_.r 1� IRE TSF N 2 0 .: 5. REQUIRED BARS ARE TO BE N0.5 X $" PLACED 1' CENTER TO CENTER ALONG 121 MAX i 12� APPENDX &E. OF THE VDOT ROAD DESK I{AI�lAL. BOTH SIDES OF THERAMP FLOOR, MID -DEPTH OF RAMP FLOOR. L41NIMMUM CONCRETE GONERf2'. 16'MIN PLAN ON A -A SP11 Not To Scale CD c0LLJ sECT� B GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS a �. 6. CURB / CUR AND + A L^VARIABLE ^MAX. 20' f KEY IQ M JOINT AX ARE INCLUDED IN PAYMENT FOR CURB / CURB AM GUTTER. TYPE B • . e 6" 2' o �8r' 2' 6" $.,I- 2 ' CONh WARPED E: C ~ A C __.._. _. 1]AMA 1 1 C1 _ - _ v ED 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS (Al A5 UIXtU I W 1 rvAru..i.c.L BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,, PROPOSED. . ^ y .. L _ , I I I Zv { ( ZR �g �= : BARS A GIiTrER h�ry Outlet Structure Diameter Pipe (in) Discharge (cfis) Apron Length (ft) Upstream Apron Width (ft) Downstream Apron Width (ft Riprap Stone Size x OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS (>ti AS DIRECTED BY THE ENGINEER AND SHOULD NOT s F EXISTING LIGPY P()LE. IRE AX LOCATED BEHIND VEHICLE STOP SH a Ti ec —%Anr A AMfffuunl lc <. ��--s^ sEE NOTE 4 • 4 StHRFACE e ' . sl • a ro.. - - - - _ _ _ _ 1 N B S G- -' I :: ?„ Q i/] Storm 1 18 15.55 24 4.5 11.5 Class Al NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VILLE THREADS WHICH IS Al OR APPROVED EQUAL THE LOCAL STANDARD. _LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') I 7 CU. FT. 18 VALVE BOX #68 STONE I L� 36"MIN ":. o"• ° . , •� 6" GATE 9 VALVE 8" X 6„ TEE 2500 P.S.I. CONCRETE - o BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN 1N ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALT_ BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. ri"' TYPICAL FIRE HYDRANT ASSEMBLY DETAIL_ 9,P12 NOT TO SCALE - - WATER /- PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ------------- ------------- -ADJUSTABLE VALVE BOX W/' LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE LINE 4W- 2500 P.S.I. CONCRETE' a 2'x 2' BEARING AREA. THRUST BLOCK 4 4 a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. r5_'� TYPICAL GATE VALVE SP12 NOT TO SCALE X i FOR ALL BENDS E SECTION 1-1 45° max L 2 ------------ 45` max PLUG J 2 , J , 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. MN NG AS q Scc JIRED , PLUG 45" MIN T DOI SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF BEND THRUST BLOCKS. 36"MIN L H T L H T MIN.___;_. 90 2.50 2.50 3.01 0.24 #68 STONE O O - 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER 22 1/2 1.50 2.00 2.52 0.10 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. (6" LIFTS) 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 11 1/4 1.50 2.00 2.50 0.10 _.... - TO - .._..._....._...._..__._............................................._....._...._..__......... SP12 1NOT SCALE . . . * THOROUGHLY COMPACTED COPPERSETTER McDONALD 20-209 WWDD 33 90 3.66 3.16 3.21 0.48 SPRING LINE 8 45 2.66 2.66 2.77 0.26 - w 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 4" min PROJECT NO 90 4.83 3.83 3.42 0.83 FOUNDATION (SHALL BE 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 BACKFILLED ENTIRELY WITH NO. 21A STONE. 22 1/2 2.33 2.58 2.86 0.24 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0, 68 STONE 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. 36"MIN El 2 CONCRETE THRUST BLOCK DETAIL IN. .................._.........................._..... _....... _...._............... ........ _....... ..NO......_...........___ .... --- .-.-......--- SP12 ..T... - TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING �8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4 BEDDING OF X68 STONE.:' FOUNDATION IN POOR SOIL UNDER -CUT CONDITION r COVER LIFT NOTCH WATER CAST IRON LID I PIPESLOT BROOKS (2 PLACES) 2200 SERIES (5/8"-1" METERS) NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH .6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24" (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOX SP12 NOT TO SCALE 4'"MI LBO`KWING INITIAL BACKFILL 4'"MI VALVE NO. L02-66 (1 1/2") UNSTABLE g» NO. L02-77 (2") 36" MIN, 8" NOT CONTAIN ROCK MATERIAL s» W � 36"MIN El SAIL - IN. 1" COMPRESSION x 3/4" MALE PIPE COUPLING MIN.___;_. -:-GRANULAR MIN 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL MIN #68 STONE O O - FILL AS 0 �..� APPROVED BY ACSA \ Z SOIL OR CK ROCK STABLE SOIL OR ROCK' STABLE S w NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 8"MIN 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. (6" LIFTS) 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. Q DUCTILE IRON WATER PIPE INSTALLATION & BEDDING _.... - TO - .._..._....._...._..__._............................................._....._...._..__......... SP12 1NOT SCALE . . . * THOROUGHLY COMPACTED r COVER LIFT NOTCH WATER CAST IRON LID I PIPESLOT BROOKS (2 PLACES) 2200 SERIES (5/8"-1" METERS) NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH .6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24" (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOX SP12 NOT TO SCALE SU NOT TO SCALE SEWER SERVICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4 2' MIN 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE 45'D'0" SECTION SERVICE LATERAL IN LINE WYE -TEE PLAN VARIES I- 4 SANITARY SEWER SERVICE LATERAL DETAIL P 12 NOT TO SCALE 1" TYPE "K" l� SOFT COPPER �1"xt"x1" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/4 BEND COUPLING (IF REQUIRED) MUELLER NO. H-15069 (1") LBO`KWING NO. H-15068 (1 1/2", FORD NO. L02-44 (1") REMAINING BACKFILL SHALL VALVE NO. L02-66 (1 1/2") c (INLET &� OUTLET; NO. L02-77 (2") 36" MIN, OR APPROVED EQUAL NOT CONTAIN ROCK MATERIAL W � 36"MIN ULARGER THAN 5" IN ANY 1" COMPRESSION x 3/4" MALE PIPE COUPLING 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL DIMENSION OR APPROVED EQUAL 24"MI 0 �..� w 10"-1 " BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL r INTIAL BACKFILL* IN UNPAVED AREAS 8"MIN z FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION (6" LIFTS) EMBEDMENT Q METER IS NOT PROVIDED. * THOROUGHLY COMPACTED COPPERSETTER McDONALD 20-209 WWDD 33 Lu OR APPROVED EQUAL BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE - - w w HAUNCHING NO. 68 STONE --- --- BRICK AS cl) NECESSARY BEDDING 6" max 4" min PROJECT NO FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0, 68 STONE r_7_� SANITARY SEWER INSTALLATION DETAIL SU NOT TO SCALE SEWER SERVICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4 2' MIN 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE 45'D'0" SECTION SERVICE LATERAL IN LINE WYE -TEE PLAN VARIES I- 4 SANITARY SEWER SERVICE LATERAL DETAIL P 12 NOT TO SCALE 1" TYPE "K" l� SOFT COPPER �1"xt"x1" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/4 BEND COUPLING (IF REQUIRED) MUELLER NO. H-15069 (1") LBO`KWING NO. H-15068 (1 1/2", FORD NO. L02-44 (1") 2") VALVE NO. L02-66 (1 1/2") c (INLET &� OUTLET; NO. L02-77 (2") 36" MIN, OR APPROVED EQUAL , CORPORATION STOP (1", 1 1/2", 2") MUELLER NO. 8-25000 FORD NO. FB -600, OR APPROVED EQUAL 8 TYPICAL SEI P12 NOT TO SCALE c 0 ._ E 0 0 N ` /t'/" 1 Li(No. 33028 kIONAL.� M rel m 0 Y U w U A m z 0 w A r m 0 w z CD w 0 0 rn ui v m O tii z FOR USE ON ATTACHED SINGLE FAMILY w RESIDENTIAL SERVICES OR DUAL RESIDENTIALC ,y N AND IRRIGATION SERVICES. Z O c E -4 Q W � � U 1" COMPRESSION x 3/4" MALE PIPE COUPLING 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL OR APPROVED EQUAL m 0 Y U w U A m z 0 w A r m 0 w z CD w 0 0 rn ui v m O tii z FOR USE ON ATTACHED SINGLE FAMILY w RESIDENTIAL SERVICES OR DUAL RESIDENTIALC ,y N AND IRRIGATION SERVICES. Z 15.006 INDEX TITLE: SPt2 ION SHEET NO: 12 of 14 DATE: 3/31/16 E -4 Q W � 1" COMPRESSION x 3/4" MALE PIPE COUPLING CAST IRON LID OR APPROVED EQUAL 0 �..� w 10"-1 " BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL r W IN UNPAVED AREAS z FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION iy-I Q METER IS NOT PROVIDED. 15.006 INDEX TITLE: SPt2 ION SHEET NO: 12 of 14 DATE: 3/31/16 E -4 Q Q CAST IRON LID L- FINISHED GRADE 10"-1 " BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL r IN UNPAVED AREAS Q COPPERSETTER McDONALD 20-209 WWDD 33 Lu OR APPROVED EQUAL F -+-I F- METER w w X BRICK AS cl) NECESSARY DOM PROJECT NO 15.006 INDEX TITLE: SPt2 ION SHEET NO: 12 of 14 DATE: 3/31/16 DOM. PROJECT N015.0065 INDEX TITLE: cJ C (OLWCM 36) CUT SHEETS � �6 C (OCWCM 36) CUT SHEETS � �7 W (DSXW2 LED T3M) CUT SHEETS �8 W (DSXW2 LED TV) CUT SHEETS SPt3 �SP13j ... ................ ...... . ....... . .......................... ... . .............. .................... . .... . .. ......... . ................ .......... . ............. .... .. . . ........... .. ..... . . . ...... ­ ........................................ . .... . . . . ........... ­ ............ . . . .............. .. . ................... ........... ....... ... . ..... ..... I... ....... . ........ \"SP13 ... .... . ... . . ........ ... ..... .... . .................. ......................... .. . ...... . ..... . ........ .................. .. . ............................. ..... . . .. . ........... �SP13) ­­_­ . . . . ... ......................... . ...... . .. .... . .. .............. - - ---------- ... . .... . .......... __ .......... . ... SHEET NO: 13 of 14 4 o 4��_ I DATE: 3/31/16