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Home My WebLink AboutSDP201400075 Plan - Approved 2015-10-01=M 11 =JTJ :1 1111111111 .1 FAI Wft4 In Id IFf • WAI • AL 5q 9�pl TM 62, PARCEL 25 • N . • 0 • • • b I V XM'-MA • • , : el I i YUL fl I • -Li i a] W: I x County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp I11- 284 -111 -297 for complete specifications) I. The following items shall be shown on the plan: (f1" Trees to be saved; .' its ofclearing (outside dripline of trees to be saved); gEatioa and type ofprcttecdve� fencing; Grade changes requiring tree wells or walls; ga"iroposed trenching or tuanelhtg beyond the limits of clearing. 2. Markings: V 11 trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. o grading shall begin until the tree marking has been inspected and approved by a: County Inspector. 3. 1sre- Construction C:onfere ce: free preservation and prntection measures shalt be reviewed with the contractor on site. 4. Eggipment 0o ration and Sloratte: heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 8. Soil Ero i n and S tortowatcr n ' ZK-Such devices shall not adversely affect bees; to be saved. b. Fire - i•'ires are not permitted within 100 feet of the dripline of trees to be.saved. 7. Toxin ateri Is: _ "toxic materials shall not be stored within too feet of the dripline of trees to be saved. 8. rot t've : 1 i s to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencingshall he in plate and shall be inspected and approved by a County Inspector prior to grading or construction. 9. ree e8s: When the ground level must be raised within the dripline of a tree to be saved, a Tres: well shalt be provided and a construction detail submitted for approval. 10. `free RIIs: When the ground level must be lowered within the dripline a tree to be saved, it tree wall shall be provided; and a construction detail submitted for approval. 11. Treaphing and Tunnelin : When trenching is required within the limits ofetearing, it shall be done as far away from the trunks of trees as possible tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. rte is Protective fencing shall be the last items removed during the final cleanup. 13, *d Tregy Cr Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist_ NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIrIVA'F E (DA7' @.> CONT'RAC'T PURCtIASER lVA (DATE) 511/06 Page i of 1 Curve Radius Tangent Length Delta Chord Chord Bear. C1 175.00 9.65 19.29 6'1856 19.28 S 26'0123 W C2 35.00 33.50 53.44 87'2912 48.40 S 20'52 55 E C3 540.00 56.77 113.12 12'00 07 112.91 N 70'37 51 W C4 35.00 29.63 49.18 80'3010 _Z_ff N 63-07'02" E C5 225.01 12.41 24.79 618747- 24.78 N 26'0124 E C6 11472.401 157.98 314.76 121454 314.16 N 13'34 20 E Course Bearing Distance L1 S 76'0934 E 11.47 L2 N 8218'49' E 18.27 L3 N 55'4711 E 24.40 L4 N 54'3417 E 51.77 L5 I N 63'5310 E 24.62 L6 I N 78'35 38 E 53.53 L7 S 88'54 21 E 14.91 L8 S 54-5341" E 54.57 L9 S 43'0813 E 141.55 LID S 5342'27' E 102.87 Ltt S 17'4615 E 166.27 L12 I S 10`3018 W 81.51 L13 IS 26'34 07 E 85.75 L14 S 1111'50* E 193.39 L15 S 42'5815 E 44.97 L16 S 03'27 49 W 97.27 L17 S 351355 E 69.16 L18 S 2018'22' E 65.59 L19 S 02'4516 W 89.84 L20 S 3 4904 E 53.80 L21 S 39'4904 E 13.70 L22 S 25'0139 W 266.18 L23 N 64'58 21 W 1 192.44 L24 N 64'58 21 W 347.14 L25 IS 49'20'31* W 113.71 L26 IS 22'5158 W 53.92 L27 N 225158 E 61.25 L28 N 13'32 43 E 64.09 L29 N 64'58 21 W 327-6f 330 N 40`1158 E 53.79 L31 N 38'24 58 E 181.21 L32 N 070910E 108.09 L33 N 14`1904 E 88.36 et- TMP 62 -25C CASON FARM RD. TMP 62 -25C1 BROADUS MEMORIAL BAPTIST CHURCH L2 �6 �8 DB 1109 PG 353 Ll � DB 1078 PG 97 NAIL SET IN l9 10' PRIVATE EASEMENT WOOD BRIDGE S891 4'19 "E TO BROADUS CHURCH PROPERTY Z \\ X10 194.32 DB 3662 PC 444 S7820'51 "E 1230,17 oo�'cJi \ \\� �� CASON, WILLIAM TONAL * "' 1 DB 793 PG 106 vo �r MICH ; F HERS No.33028 `ssIONAL �'C� TMP 78E -H FONTANA LAND TRUST NEW PERMANENT DRAIN. EASEMENT `_QB 2436 PC 623 20' RWSA ESMT. DB 859 PC 53 DB 742 PC 195, 197 PLAT TMP 78 -57A KMH PROPERTIES LLC. DB 3222 PC 519 �W -__- - - -�_ N N cQ � DB 4209 PC 088 NF ® 18" POPLAR ' L mQ7 0 °-'m z 55.266 ACRES (TOTAL) t°vv "@ i; TMP 78 -59 C ■� I L12 I 0 W I _.... _ va a% 0c es MON. FOUND 1 / ' �. ° TMP 62 -25 f TMP 78 -59A \ \ j r O N , ss'ONAL -- Z � A 0 fA m 0 20' SANITARY SEWER EASEMENT' ` O W Y _ DB 3662 PC 444 U W 2 U 20 SANITARY SEWER EASEMENT DB 3662 PC 444 CASCADIA DEVELOPMENT, LLC Q t "PARCEL TWO" _. V 1 I TMP 78 -59 - ' w TMP 78 -59A TMP 78E -H FONTANA LAND TRUST NEW PERMANENT DRAIN. EASEMENT `_QB 2436 PC 623 20' RWSA ESMT. DB 859 PC 53 DB 742 PC 195, 197 PLAT TMP 78 -57A KMH PROPERTIES LLC. DB 3222 PC 519 CASCADIA DEVELOPMENT, "PARCEL ONE" TMP 78E -H1 DB 4209 PC 088 N69:3 9,5. 2 l ps 60, 1 I /U),11) 5.506 ACRES �ry TMP 78E -H 2 FONTANA LAND �z8 n 1 TRUST FOND 11 �-=-- -TMP 78E -C ; ` �9� j4 FONTANA OWNERS TMP 78E- ASSOCIATION, INC FONTANA LAND TRUST DB 1896 PG 281 100' VIRGINIA ELECTIRC & POWER COMPANY EASEMENT I SIpN DB 269 PC 284 �9Si' 2g SEE ALSO DB 867 PC 337 rn 0 N w 0 m O_ TMP 78 -57 PANTOPS- LAKERIDGE LLC DB 2805 PG 70 SP1 Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Road Sections & Code of Development Tables SP4 Existing Conditions SP5 Subdivision Overview SP5A Building Block Plan / Phasing Plan SP6 Site Plan SP7 Site Plan SP8 Site Plan SP9 Site Plan SP10 Road and Waterline Plan - Cascadia Drive SP11 Road and Waterline Plan - Delphi Lane SP12 Road and Waterline Plan - Marietta Drive SP13 Road and Waterline Plan - Delphi Drive SP 14 Road and Waterline Plan - Terrace Lane SP15 Road and Waterline Plan - Terrace Lane SP 16 Private Road and Waterline Plan - Knoll Lane SP 16A State Route 20 Road Improvements SP17 Storm Sewer Profiles SP18 Storm Sewer Profiles SP 19 Storm Sewer Profiles SP20 Storm Sewer Profiles SP21 Storm Sewer Calculations SP22 Storm Sewer Drainage Areas SP23 Storm Sewer Drainage Areas SP24 Sanitary Sewer Profiles SP25 Sanitary Sewer Profiles SP26 Landscape Plan SP27 Landscape Plan SP28 Landscape Plan SP29 Landscape Plan SP30 Landscape Plan SP31 Sewer* Lateral Detail /Sched. SP31 A Proffers/Sight Dist. Profile SP32 Details SP33 Details SP34 Details / Hydrant Flow Calculations SP34A Detail URAL REVI - �E E o� TMP 62 -25 N N cQ � DB 4209 PC 088 NF ® 18" POPLAR ' L mQ7 0 °-'m z 55.266 ACRES (TOTAL) t°vv "@ i; TMP 78 -59 CASCADIA DEVELOPMENT, "PARCEL ONE" TMP 78E -H1 DB 4209 PC 088 N69:3 9,5. 2 l ps 60, 1 I /U),11) 5.506 ACRES �ry TMP 78E -H 2 FONTANA LAND �z8 n 1 TRUST FOND 11 �-=-- -TMP 78E -C ; ` �9� j4 FONTANA OWNERS TMP 78E- ASSOCIATION, INC FONTANA LAND TRUST DB 1896 PG 281 100' VIRGINIA ELECTIRC & POWER COMPANY EASEMENT I SIpN DB 269 PC 284 �9Si' 2g SEE ALSO DB 867 PC 337 rn 0 N w 0 m O_ TMP 78 -57 PANTOPS- LAKERIDGE LLC DB 2805 PG 70 SP1 Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Road Sections & Code of Development Tables SP4 Existing Conditions SP5 Subdivision Overview SP5A Building Block Plan / Phasing Plan SP6 Site Plan SP7 Site Plan SP8 Site Plan SP9 Site Plan SP10 Road and Waterline Plan - Cascadia Drive SP11 Road and Waterline Plan - Delphi Lane SP12 Road and Waterline Plan - Marietta Drive SP13 Road and Waterline Plan - Delphi Drive SP 14 Road and Waterline Plan - Terrace Lane SP15 Road and Waterline Plan - Terrace Lane SP 16 Private Road and Waterline Plan - Knoll Lane SP 16A State Route 20 Road Improvements SP17 Storm Sewer Profiles SP18 Storm Sewer Profiles SP 19 Storm Sewer Profiles SP20 Storm Sewer Profiles SP21 Storm Sewer Calculations SP22 Storm Sewer Drainage Areas SP23 Storm Sewer Drainage Areas SP24 Sanitary Sewer Profiles SP25 Sanitary Sewer Profiles SP26 Landscape Plan SP27 Landscape Plan SP28 Landscape Plan SP29 Landscape Plan SP30 Landscape Plan SP31 Sewer* Lateral Detail /Sched. SP31 A Proffers/Sight Dist. Profile SP32 Details SP33 Details SP34 Details / Hydrant Flow Calculations SP34A Detail URAL REVI - �E E o� N N cQ � O cc ' L mQ7 0 °-'m z W t°vv "@ 0 � t C ■� E c: 0 W y i va a% 0c es U MI F. MYERS ic. No. 33028 ss'ONAL � A 0 m 0 W Y U W 2 U Q V w rA m � o U M 0 W °z `S z CD io W 0 0 0 0 0 C/] rn w J rn M U CZ) � of U U U O U U U z W 160 --� of Ci U_ CO � © I TCTD, V a � a W p � O ►H�-t H � E4 Q V 1 W W W DOM. PROJECT NO:14.003 INDEX TITLE: spt SHEET NO: 1 OF 38 DATE: 12/1/14 SITE DATA & GENERAL NOTES Lot Width ABBREVIATIONS Minimum Setbacks LEGEND Rear Single Family 60+ 15 -30 1.L OWNER 10 Single Family GENERAL 10 -30 3 EXIST PROP DESCRIPTION EXIST 5 -25 PROP DESCRIPTION CASCADIA DEVELOPMENT LLC. GENERAL CONSTRUCTION NOTES: ABAN ABANDON(ED) MAX MAXIMUM --- ..--- . -.. - -- - -- PROPERTY LINE ti 1 y _� 1 "C x 12 TC TOP OF CURB ELEVATION 170 SOUTH PANTOPS DRIVE 170 SOUTH PANT, S RIVE 1. Prior to any construction within any existing public right -of -way, including connection to ADJ ADJUST MIN MINIMUM Block 6 19.57 25 65 ° 0 (0 Block 7 any existing road, a permit shall be obtained from the Virginia Department of 25 65 8.2 0 1p - - -- - -- - ADJACENT PROPERTY LINE - >: _... x 12 BC BOTTOM OF CURB ELEVATION DEVELOPER: Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of AHD AHEAD MON MONUMENT CONCRETE - - .. �- - - � -� - - - - VACATED PROPERTY LINE " 1 �;� �.. x 125 FL FLOW LINE ELEVATION CASCADIA DEVELOPMENT LLC. 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 APRX APPROXIMATE NIC NOT IN CONTRACT POLYVINYL CHLORIDE CO "' RIM RIM ELEVATION CTV 170 SOUTH PANTOPS DRIVE standards of VD OT unless otherwise noted. BC BACK OF CURB NTS NOT TO SCALE STORMWATER CONVEYANCE CHANNEL EASEMENT ti _ -` -- •f x 12 EOP EDGE OF PAVEMENT ELEVATION CHARLOTTESVILLE, VA 22903 3. Erosion and siltation control measures shall be provided in accordance with the approved PP to DRAINAGE STRUCTURE FH FIRE HYDRANT TSV -0-0-0- °- BUILDING SETBACK X t: >`° x 12° SPOT ELEVATION FRAME AND COVER erosion control plan and shall be installed prior any clearing, grading or other BFE BASEMENT FLOOR ELEVATION OC ON CENTER WATER METER GT GREASE TRAP WV WATER VALVE GV LEGAL REFERENCE & SOURCE OF TITLE:_ construction. 6" VALVE ° ` ;.__._...__. --0- BUILD TO LINE ;.. I,,.,;, r ' x e 12 TW TOP OF WALL ELEVATION oe 42os -os8 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. P BIT BITUMINOUS OH OVERHEAD 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, ZONING LINE Y 1 x 12 BW BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT. RIVANNA lesser slopes of 3:1 or better are to be achieved. BK BACK PE POLYETHYLENE 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the ® LEST PIT LOCATION /BORING LOCATION SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING County Engineer, or designee, it is deemed necessary in order to stabilize a drainage BM BENCHMARK PERF PERFORATED :�•.� ~_: =-�� .� LIMIT OF DISTURBANCE SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 11/21/14. channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BS BOTTOM OF SLOPE PROP PROPOSED -------- FLOODPLAIN LIMIT ® BENCHMARK Control Devices. CB CATCH BASIN PRVD PROVIDED O IRON FOUND 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. " -" r3: - - ez - BUFFER ZONE THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X 9. All excavation for underground pipe installation must comply with OSHA Standards for CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP51003CO287D DATED FEBRUARY 4, 2005 the Construction Industry (29 CFR Part 1926). .: '. - - -- - -- -- RMA RMA - RESOURCE MANAGEMENT AREA - --- -- - Uo - UNDERDRAIN CENTER LINE RCP REINFORCED CONCRETE PIPE RPA THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. GENERAL CONSTRUCTION NOTES FOR STREETS: -- - - - - -- - - - - -- RPA - RESOURCE PROTECTION AREA �- --�• DRAINAGE LINE 1. Construction inspection of all proposed roads within the development will be made by the CL CHAIN LINK REM REMOVE BENCHMARK - TOP OF EXISTING SANITARY MANHOLE 'EX -1" ON SOUTH END OF SITE = 393.94 County. The contractor must notify the Department of Community Development (296- CMP CORRUGATED METAL PIPE READ REQUIRED - - - -- - - RD - ROOF DRAIN 5832) 48 hours in advance of the start of construction. ...._._._ EDGE OF GRAVEL WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor CONC CONCRETE RET RETAIN - - - - -- -- - --- EDGE OF PAVEMENT -" - s s - SEWER LINE shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, CY CUBIC YARDS RT RIGHT :- -.. -° CG -2 STANDARD 6" CURB -- - TD - TRENCH DRAIN a revised pavement design shall be made by the design engineer and submitted with the test results for approval. C/C CENTER TO CENTER R/W RIGHT OF WAY ; CG -3 _. __ ' -" " WATER LINE THIS PROPERTY IS ZONED: NMD (ZMA2002 -004) t ' d th' th bl' ' ht f- - STANDARD 4" CURB Table D - Lot Regulations (in feet) Unit Type Lot Width Front Build -To Line Minimum Setbacks Side Rear Single Family 60+ 15 -30 5 10 Single Family < 60 10 -30 3 10 Townhouse 16' -35' 5 -25 3 10 Multi - Family N/A 1 -15 4 15 Mixed Use N/A 1 -15 4 15 Non - Residential N/A 1 -15 4 15 Table E - Maximum Building Heights Blocks 1 & 3 Block 50 Feet Block 2 Min. Residential Dwelling Units 38 Feet Blocks 4 -7 Min. Non - Residential Max. Non - Residential Sq. Ft. Sq., Ft. 38 Feet TABLE B - BLOCK AREAS AND USE DENSITY PER CODE OF DEVELOPMENT Block Estimated Block Size (in Acres} Min /Max Square Footages and Densities by Use by Block Min. Residential Dwelling Units Max. Residential Dwelling Units Max. Residential Density per Acre Min. Non - Residential Max. Non - Residential Sq. Ft. Sq., Ft. Block 1 10.27 10 40 3.9 5,000 18,(000 Block 2 14.51 75 150 10.3 0 (0 Block 3 4.40 10 70 15.9 0 (0 Block 4 1.83 0 10 5.5 2,000 5,000 Block 5 2.23 5 20 9.0 0 (0 Block 6 19.57 25 65 3.3 0 (0 Block 7 7.63 25 65 8.2 0 1p PROPOSED BLOCK AREAS AND USE DENSITY Block Proposed Block Size (in Acres) Square Footages and Densities by Use by Block Residential Dwelling Units Residential Density per Acre Non - Residential Sq. Ft. Block 1 9.27 10 1.08 5,000 Block 2 15.07 96 6.4 0 Block 3 4.29 14 3.26 0 GROSS RESIDENTIAL DESNSITY: 4.19 UNIT /ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE BLOCKS 4-7) PROPOSED ADT: 1200 VPD (120 LOTS X 10) + 55 VPD (5,000 SF. OFFICE) = 1255 VPD CURRENT USE VACANT PROPOSED USE: TOWNHOMES (52 UNITS),SINGLE FAMILY DETACHED (24 UNITS), SINGLE FAMILY DUPLEX (44), OFFICE /COMERCIAL (5,000 SF) LAND SCHEDULE PRE - DEVELOPMENT (SF) % POST - DEVELOPMENT (SF) % RESIDENTIAL LOTS 0 0 10.08 ACRES 35.2 PUBLIC R/W 0 0 6.40 ACRES 22.4 (INTERNAL) PRIVATE ALLEY R/W 0 0 0.17 ACRES 0.6 COMMERCIAL LOT 0 0 0.45 ACRES 16 OPEN SPACE/PARKS 60.772 ACRES 100 11.53 ACRES 40.2 TOTAL 28.63 ACRES 100% 28.63 ACRES 100% IMPERVIOUS AREAS: ROADS/PARKING AREAS: 2.990 ACRES CONCRETE WALKS. 1.012 ACRE PROPOSED BUILDINGS: 4.482 ACRES DRIVEWAYS: 1.093 ACRES TOTAL IMPERVIOUS AREA: 9.577 ACRES REQUIRED PARKING. 2 SPACES PER UNIT 68 UNITS X 2 SPACES PER UNIT = 136 SPACES 136 PARKING SPACES PROVIDED REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 52 TOWNHOUSES X 2 SPACES + 52 TOWNHOUSES X (1 SPACE /4 UNITS) _ 117 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 52 UNITS X 2 GARAGE SPACES = 104 + 6 OFF STREET PARKING SPACES = 110' *PARKING REQUIREMENT IS MET WITH ON STREET PARKING AVAILABLE ON ONE SIDE OF THE STREET ON TERRACE LN. AND MARIEI TA DR. PARKING TABULATION FOR OFFICE / COMMERCIAL SPACE REQUIRED PARKING: 20 SPACES FOR OFFICE /COMMERCIAL ALBEMARLE COUNTY ZONING ORDINANCE. 20 PARKING SPACES PROVIDED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. 3. Surface drainage and pipe discharge must be re alne wl In a pu IC rig -o 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 VDOT's Video camera inspection procedure and with a VDOT or County inspector present. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 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 VR 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 authority. 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 Ibs /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 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 -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 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) C &G CURB AND GUTTER R &D REMOVE AND DISPOSE DIA DIAMETER R &R REMOVE & RESET EL ELEVATION SD SIGHT DISTANCE ELEV ELEVATION SQ SQUARE ES END SECTION STA STATION EW END WALL SW SIDEWALK EX EXISTING SWEL SOLID WHITE EDGE LINE EXIST EXISTING SWLL SOLID WHITE LANE LINE FDN FOUNDATION TBA TO BE ABANDONED FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED GTD GRADE TO DRAIN TC TOP OF CURB IFIRON FOUND TS TOP OF SLOPE IS IRON SET TYP TYPICAL LA LANDSCAPE AREA UG UNDERGROUND LOD LIMIT OF DISTURBANCE VESCHVA. E &S CONTROL HANDBOOK LF LINEAR FEET YDS YARDS LT LEFT P__4 UTILITY co ARV AIR RELEASE VALVE MH MANHOLE BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE CO CLEANOUT RIM RIM ELEVATION CTV CABLE TELEVISION SAN SANITARY DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL DIP DUCTILE IRON PIPE SD STORM ELEC ELECTRIC STIR DRAINAGE STRUCTURE FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE FM FORCE MAIN UP UTILITY POLE F &C FRAME AND COVER WL WATER LINE F &G FRAME AND GRATE WM WATER METER GT GREASE TRAP WV WATER VALVE GV GATE VALVE 6 "V 6" VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT CONTRACTOR'S COORDINATION RESPONSIBILITIES _ ............. PATH ti........ _. v .�,� TREE LINE . ..................... ..... _ .... ................ FENCE _.._..._..___...._.__._ ---- - - - - -- STONE WALL RETAINING WALL - -- -- - - - ....- - STREAM / POND / WATER COURSE ........ ............................... - .._.. -.._ DETENTION BASIN -- __ .. - -- - x - ',SILT FENCE CG -7 COMBINATION 6" CURB & GUTTER COMBINATION 4" CURB & GUTTER FIRE LANE STRIPING ;r . ............. .4 BE BUILDING ENTRANCE ; LLD LOADING DOCK „:. • BOLLARD b FIRE HYDRANT ASSEMBLY QD IDUMPSTER PAD .- ........ -�- SIGN ....................... F STEEL GUARDRAIL ;;,:, .................... -CATV - WOOD GUARDRAIL _ ............. PATH ti........ _. v .�,� TREE LINE . ..................... ..... _ .... ................ FENCE _.._..._..___...._.__._ ---- - - - - -- STONE WALL RETAINING WALL - -- -- - - - ....- - STREAM / POND / WATER COURSE ........ ............................... - .._.. -.._ DETENTION BASIN -- __ .. - -- - x - ',SILT FENCE 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 GUIDLLINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 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 VERFIY 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) 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. 12 - 00 CONTOUR (INDEX CONTOUR ;r . ............. A PARKING COUNT ; G - !CROSSWALK „:. OHw - ACCESSIBLE CURB RAMP b FIRE HYDRANT ASSEMBLY UGE - UNDERGROUND ELECTRIC - . - - - OHT - HANDICAP PARKING ;- UGT UNDERGROUND TELEPHONE LINE ;;,:, .................... -CATV - IVAN- ACCESSIBLE HANDICAP PARKING VAN CID a a (CONCRETE PAVEMENT / SIDEWALK >r ® IRIPRAP _ [ PLUG OR STUB Z ,E� 4 INEW ASPHALT -- �-� (GRASS IM a? GAS VALVE IEC -2 BLANKET MATTING p�q w IEC -3 TYPE A J GAS METER EC -3 TYPE B _......_......_ . . _ :. D NVETL AND 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 GUIDLLINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 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 VERFIY 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) 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. =-' SEWER MANHOLE CFO SEWER CLEANOUT A A APL MI L MF YERS 9 ric. No. 33028 QNAL L6 A" ® WATER VALVE & BOX -47P - FIRE PROTECTION LINE ;r . ............. -2"ow- WATER SERVICE LINE ` G - GAS LINE „:. OHw - OVERHEAD ELECTRIC WIRE b FIRE HYDRANT ASSEMBLY UGE - UNDERGROUND ELECTRIC - . - - - OHT - OVERHEAD TELEPHONE LINE ;- UGT UNDERGROUND TELEPHONE LINE ;;,:, .................... -CATV - CABLE TV ® WATER METER CID a DRAIN INLET > M WATER WELL ® DRAIN MANHOLE [ PLUG OR STUB Z O FLARED END SECTION -- �-� HEADWALL =-' SEWER MANHOLE CFO SEWER CLEANOUT A A APL MI L MF YERS 9 ric. No. 33028 QNAL L6 A" ® WATER VALVE & BOX ELECTRIC MANHOLE w. = -- EM ® ELECTRIC METER ` + LIGHT POLE V3 E--' TELEPHONE MANHOLE b FIRE HYDRANT ASSEMBLY Z c W ♦- UTILITY POLE O � O ® WATER METER CID a > M WATER WELL W A Z O U V U IM a? GAS VALVE a O p�q w ° J GAS METER � ;!'x-11M MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENER A L CONSTRUCTION PERMIT ( GCP ) PROGRAM AS ADMINISTERED ISTERED 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. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BIE 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 Ito 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. 2. All light fixtures shall be 3,000 lumens or less. 3. Window glass criteria: Visible light transmittance (VLT) shall not drop below 40X Visible light reflectance (VLR) shall not exceed 3;OX a C�iI vi m 0 Y U w x U 00 Z 0 m 0 w Z 0 co 0 P 4 ri0 J co 16 z LL, � J ELECTRIC MANHOLE w. = -- EM ® ELECTRIC METER ` + LIGHT POLE CYJ E--' TELEPHONE MANHOLE O TRANSFORMER PAD W ♦- UTILITY POLE ♦' GUY POLE ;!'x-11M MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENER A L CONSTRUCTION PERMIT ( GCP ) PROGRAM AS ADMINISTERED ISTERED 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. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BIE 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 Ito 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. 2. All light fixtures shall be 3,000 lumens or less. 3. Window glass criteria: Visible light transmittance (VLT) shall not drop below 40X Visible light reflectance (VLR) shall not exceed 3;OX a C�iI vi m 0 Y U w x U 00 Z 0 m 0 w Z 0 co 0 P 4 ri0 J co 16 z LL, � J INDEX TITLE: W SHEET NO: 2 OF 38 DATE: 12/01/14 CYJ E--' Q O Z W � O Z a Z O W a O p�q w ° I � W P__4 co w CD Z w� J F- w w co DOM. PROJECT NO:14.003 INDEX TITLE: W SHEET NO: 2 OF 38 DATE: 12/01/14 AMENITY AREAS PROVIDED: een Areas by Block (in 5 6"*-ft) Table C-Mbdinum"Gr Civic and Arnenicy - q .(In (C .e -t .-Space. shown on plans Depth = 4" 0) C,1 CQ Arilaniqtr Area Arc- a * 6 a11011 AM 'r -so '0 n Area -risc-rvation Afeai V ta,-, v ati, tii .6 C0 . .. . PP .0 � r! E.ntry PaTk i A. 189,473 v 0 d' �,-,cv r b p;kmenfty ROW 4,759 re St et Design Category. Project ed.A()TJ TrPerlity I a W I _o e S 286 Pa r k i n g Q C Wi d 11131 Wid Ii Plant i n. g 1 S d e w a I ROW5 Width :Knoll -Park (M pqq) 112,214 4 Ell I 1P Wid t in I co C9 (n LL, Ro f ti. 7 Caseadia Drive 40 1 - 1500 15,372 Way PO ke CP CQ Prohibiwd UP U 3 7 Block 3 6 5 1 63 Pbcket P .rk -1 x 3,424 AmenIty'.. Z 9%1 154 • C12 Delphi.;Uwe (Cas6Mia Dr - -17 !e!piji -Dr) WOD M_.Zqw, N, _06 PyloC-k 4 2 Way 2 � E- 36 20,640 = 74 `77 7 5 al 0 TZ 6 62 11 & Oval IPP,.rR. 9,333 Occasional 13 1 o k 6. C) Z Cascadia, --ar:kk 23,075 Z 40 1 - 1300 V61. y C1. 72,005 1 Occasi( 3 0-36 Q5 08,224 .5 56 -62 B/( Lane) U1 F- Q 16,435 dia.'T16r DOM. PROJECT NO:14 . 0031 6,479 34,653 1 495,127 404,49.5 5.7642 1 11; QUA P TOM) Ar emty-Area (A?-nefitity j�ma al, Anoe-nity GreerkSpaca ATe.a.) 629,979 (20% of Cascade) cie. Area, ifrvlrn T ot L)a, t C 11 e' 4. Co s.-& Pros, Araas) . C� , I.. . 77 41397 (30% of Cascadia) Tatat G-Ite' 'Afe"a 2,647,1234 SF ( 60.8 Ac) BLOCK 1: 239,386 Sf. Entry Park Amenity & Green Space Area (Trails and Pond) 5,228 Sf. Cascadia Park "C" Amenity Area (Pedestrian walk and plaza) 80,860 Sf. Other Conservation / Green Space Area BLOCK 2: 9,651 Sf. Knoll Park 8,863 Sf. Village Green 19,421 Sf. Cascadia Parks "A" and "B" 8,830 Sf. Pocket Park BLOCK 3: 3,874 Sf. Pocket Park 9,700 Sf. Community Garden Amenity Area CONSERVATION AREAS PROVIDED: BLOCK 2: 120,604 Sf. Open Space A BLOCK 3: 81,651 Sf. Portion of Open Space Lot E CODE OF DEVELOPMENT - TABLE C I SP3) NOT TO SCALE 56' Public R/W 5) 8' 29' Curb To Curb 6'j 7 5'a Sidewalk 1.0, dew ;�T Planting 0.5, 0.5' Planting Sidewalk 1.0, Typ. Strip Typ. 1.5" SM 9.5A 2.5" IM 19.OA Typ, Strip Typ. V V V CG -6 2Z SLOPE 2% SLOPE CG-6 fr-7 IV IV k Install sidewalk shown on plans Depth = 4" COMPACTED SUBGRADE-,X 95% COMPACTED 9" VDOT 21A Note: On-street parking available on 7 TYPICAL ROAD SECTION - MARIETTA DRIVE only one side of the street. Refer to plan for locations. SP3 NOT TO SCALE 62' Public R/W 5' 6 36' Curb To Curb .04 6'Sidewalk 5' 1.5' Sidewalk Plant 0.5' 05 Plant Typ. Strip `q Typ. 1.5" SM 9.5A 3.0" IM 19.OA Typ• Stri p j n7 Typ. V CG-6 2,_Z SLOPE 2% SLOE Install sidewalk MV shown on plans Depth = 4" COMPACTED SUBGRADE-/0" 95% COMPACTED 10" VDOT 21A Note: On-street parking available on only one side of the street. Refer to plan for locations. TYPICAL ROAD SECTION DELPHI LANE SP3) NOT TO SCALE Tablef- Typical, Mid-Block Street Sections .(In (C .e -t . . . . . . . . . . . . . shown on plans Depth = 4" 0) C,1 CQ C * 6 tii .6 C0 . .. . PP .0 � r! I ... a ,,vel i A. t. - - on7aree v 0 d' �,-,cv r b -.-�\d al it iqr ROW Cr o iso, re St et Design Category. Project ed.A()TJ k� I a W I _o e S E Pa r k i n g Wi d 11131 Wid Ii Plant i n. g 1 S d e w a I ROW5 Width (A i o- (M pqq) 4 Ell I 1P Wid t in I co C9 (n LL, Ro f ti. 7 Caseadia Drive 40 1 - 1500 CYD E4 Way :3 CQ Prohibiwd 3 7 0_5 6 5 1 63 A 0 10 E-4 Z Z C12 Delphi.;Uwe (Cas6Mia Dr - -17 !e!piji -Dr) 40 1 - 1 C> Cn W 2 Way 2 � E- 36 0.5 6 5 1 62 11 & t-1 Occasional C) Z Delphi Lano,'(Del0hi.Drive "'.Terrace Z 40 1 - 1300 V61. y 2 Occasi( 3 0-36 Q5 6 1 .5 56 -62 B/( Lane) F- Q WC:) M U) f:4 DOM. PROJECT NO:14 . 0031 Delphi Lane:,(Ierrace Lane. ".Summa 1101 - (500 Wa 2 00casionall 30 0. 6 5 5 6 C Park Lane) I Allee Dr,, Knoll U: Meodo' w Ln., Terrace Ln., Summit Puk bi., Sumn-ii it tjp it) 4 0o '0 way 2 Occasional 28 0,5 6 5 54 1) Park Circle, & Flill-:61. r Oval Park Ln & 16 t St. to,250 1 ),o Occasiollid, 16-.2 8 1 0.5 6 1: 5 I - 1 51-54 Village Drive UI) lo 2% 1 20 1 wily I Demarcated 22 0.5 6 1 48 A'-T (Alley) N/A i N!A Wity 2 NI/A 14 N/A N/A. N/A 3 0 A G L Note: All proposed roadways have a projected ADT of less than 2000 VPD. 2 CODE OF DEVELOPMENT TABLE C PS3 NOT TO SCALE 61' Public R/W 5' 6' 36' Curb To Curb -0 6'. 5' 1 nT7 1.0, dew Planting 0.5' 0.5' Planting Sidewalk Typ. Strip Typ. 1.5" SM 9.5A 3 0" IM 19.OA Typ. Strip Typ. • CG -6 Z SLOPE 2% SLOE CG -6 y IV i Install sidewalk a shown on plans Depth 4" COMPACTED SUBGRADE_Z** V1 95% COMPACTED 0" VDOT 21A Transition from entry section at 11+10 to 11+60 1 Note: On-street parking is not available on Cascadia Drive. 3 TYPICAL ROAD SECTION CASCADIA DRIVE (STA. 11+60 -> END . . ... . .... ... ....... .. .. .. . . . . . . .. ... . ...... . .... __ ..... ... .. ..... . .... ...... . . __ ............. . .. ............ .. . .... . ....................................... SP3) ... NOT'T*O SCALE....... 71' Public R/W 5' 6 22' 8' Median 16' 1.0, 07 7 dew nting 2 Outbound Lanes Inbound Lanes Planting Sid walk 1.0, Typ Strip trip .5' 15" SM 15A 0.5' Strip TYP Typ. Typ. 7. -4 V CG -6 2Z SLOP 2% SLOPE CG-6 Install sidewalk as"w_!� -, = -E.- e r= shown on plans Depth = 4" 0) C,1 CQ Note: On-street parking is not available on Cascadia Drive. COMPACTED SUBGRADE_' 3.0" IM 19.OA 95% COMPACTED 10" VDOT 21 A TYPICAL ROAD SECTION - CASCADIA DRIVE (ENTRY) NOT TO SCALE - 54' Public R/W 5' 6 29' Curb To Curb .1d 6' 5' 1.0, Sidewalk Plant 0.5' 0.5' Plant Sidewalk 1.0, Typ P . Stri Typ. 1.5" SM 9.5A 2.5" IM 19.OA Typ. Stri p Planting 7 Typ. ZSLOPE g2% CG-6 v y ;SLQE CG 6 It Install sidewalk as_1111�� 61: shown on plans Depth = 4" (COMPACTED SUBGRADE_,/'0" 95% COMPACTED 6" VDOT 21A Note: On-street parking available on only one side of the street. Refer to plan for locations. v 1 .•. CG-2 5 TYPICAL ROAD SECTION TERRACE LANE & DELPHI DRIVE SP3)"-NOT . . ..... . ......... ... .. .. .. . ..... 24' Private Alley/Utility Easement - 20' Curb to Curb 2' ONE WAY -1.5" SM 9.5A r2.5" IM 19.,OA COMPACTED SUBGRADE-/ 95% COMPACTED 6" VDOT 211A Note: Off-street parking only on Knoll Lane. TYPICAL ROAD SECTION - KNOLL LN. V PRIVATE ROADWAY SP3)'. . .... .... ... ... -NO'*T T'0__'S_CA*L'E ..................... . ..... . . . . .............. \11 6 V, r�x c. No. 33028 k"ONAL -, = -E.- e r= 0) C,1 CQ C * 6 tii .6 C0 C0 Z (Z) V) a cf) co 0 C C Ll C'i Z CD L-L. E c W 0 V, r�x c. No. 33028 k"ONAL INDEX TITLE: SHEET NO: 3 OF 38 DATE: 12/01/14 tii LU 2: 0 C0 Z (Z) V) Z Ll C'i Z 41 L-L. Lo M co co C9 (n LL, Z L6 CYD E4 E-4 C) CQ Lo dso co co CD co 0 0 10 E-4 Z Z C12 6i _J C) C> Cn W I � E- C> 0 C:) E-1 INDEX TITLE: SHEET NO: 3 OF 38 DATE: 12/01/14 tii Ll C'i cri I I 41 L-L. Er-1 CYD E4 E-4 C) Z C) 1.4 W E-4 Z C:) I � Q E4 C:) E-1 t-1 C) Z Z CQ 1E F- Q WC:) M U) f:4 DOM. PROJECT NO:14 . 0031 INDEX TITLE: SHEET NO: 3 OF 38 DATE: 12/01/14 IN IN N, NN I J I N, IN, N, IN N, NN lit N, V----------------- N, AV Nil & N, N, W - ------ --------- -------------- IN -- -- -- , I " \ 1\ I :-, Z., 1� 1, 1, ., \\ , �AISUN,��ILLI4X \ 11. 1 1 1 1 1 1 1 1 1 1 1 1 1 N N, , \ , \ 01 IN V - - - - - - - - - - --: ---- - - - - - - ES1 PN�j DA AL) it- - - -- - - - - - - ----- -------- ------------------ -IR -M &TWK -Ma - ------- -�Ntad b. --- --- lt---------------- ------------ t40!r A T 62-2 5C 04RIAL A UR CH I t DB j'109AbG 3 )0- DB/1078- PC,"97 er)., ---------- earyl 'tit lot t< rpm 6- -6eper) 1! 4 1:1 1 on brtion of Q�erhead Iof.,viversion" Me; a SMTo,ilie R,&mbve4 Electric To" Be Remo4d NtRA DA'2005"PC ills 11S4 E* tSCADJA DEVkLOOMEM; CZ ....... LL"C Its PARC�L TWO W, lit 178—�q i 7,41P M—�-DA 1VMP �2—�5 Av 4209 88 t11,1111 1, 1 1, i J, t.,l lit PC 0 itCRAS TOTAL 1,PEPORPI BLOCk� 4—, UBDIVISI6N), lltII Nil Ilit 1II-- -- - -------- ---- - - tr IIt> Por of sidewdlkli,eurb ----------- IitIb"', d" tlltt,","/Portion of cur ------------- t be removed oundary,\ I o NA56 Vacate� yp�) brtion--of ":SP Eas6niW E-f bPMjA ------ --DB- 24-36-.-PG" 623 T to be vaicated ,78,v Ri FVAY�.NA 4NA NN, PHOE 2B . . . ... ..... F0kTAN --7 Ilit . . . ..... ...................... . 0 14 7A wit wilo �x �yi, N9# . MYERS No,33028 9N A L �,) Z 'Ee E q cc", C\l C C) cr) (r) 0 CNJ C CD C Oil a E c w Z 0 0 ca �x �yi, N9# . MYERS No,33028 9N A L INDEX TITLE: PRO S LLC 100 SHEET NO: 4 OF 38 100 200 300 0 IVE DIP TA *A I im Im n rill DB 32 pc,:� 19 NPIDI"IfT T USE: VID Pp/,/ SCALE: 1 100' DATE: 12/01/14 C) -01-41 CD Oil E .. r:� Z C:) ca Z P.., C) 0 0 p---q Uj C) E--1 U z P4 Uj w LU w Z m Cl) DOM. PROJECT NO:14.0031 m z Cn co a Uj ;E co m Go C> C/) Z z I Cn C) I I P-1 - E- 0 U Q U INDEX TITLE: PRO S LLC 100 SHEET NO: 4 OF 38 100 200 300 0 IVE DIP TA *A I im Im n rill DB 32 pc,:� 19 NPIDI"IfT T USE: VID Pp/,/ SCALE: 1 100' DATE: 12/01/14 C) -01-41 CD Oil E .. INDEX TITLE: PRO S LLC 100 SHEET NO: 4 OF 38 100 200 300 0 IVE DIP TA *A I im Im n rill DB 32 pc,:� 19 NPIDI"IfT T USE: VID Pp/,/ SCALE: 1 100' DATE: 12/01/14 C) CD E .. r:� Z C:) Z P.., C) 0 p---q C) E--1 U z P4 w LU w m Cl) DOM. PROJECT NO:14.0031 INDEX TITLE: PRO S LLC 100 SHEET NO: 4 OF 38 100 200 300 0 IVE DIP TA *A I im Im n rill DB 32 pc,:� 19 NPIDI"IfT T USE: VID Pp/,/ SCALE: 1 100' DATE: 12/01/14 q) '✓ E c\j CIJ 03 w C S c A o ma N t In 0 c c E V) TOM TIM= co 4. 73 A A IT 0 A RS .. � i ; ,� � � � � / � . No. 33028 sIONAL 40 / f Lo / AJ < y, co 'q , BLOCK 2_ I If I1 CD co JBLOCK w LU Flo • pubL%c 40 jo Z c> cm IBLOCK 11 Y\ Ila I v IlAb_ rn // t/ / -w-1 z LLS LU CA Lo 'b co co co Lane FcLteTs A'4 A; LU rn z c) A 77. E- R �K4 B/F V".410 oj 5 A mcz:5-; C'i '-i 41 LL 4$� If \® / // f� �� 77:w CY'D E4 N z :Z) BLOCK 7 0 F4 Iloilo �tim -4 -4bmq440i-!_ 4m M. E1 (D T LY Vegeiation Upffer ''� w C) q , , F, ` C) 40' E-� E E4 :ZD U) U) U) If 1, WH _01 _ :: s:.. i t J / . . .................... onservation Area co cn LU cf) DOM. PROJECT NO:14.0039 _�` i ! ! INDEX TITLE: SP5 100 0 100 200 300 n Im Im Im r___1 SHEET NO: 5 OF 38 11 IQ IQ p u SCALE: 1 = 100' 0`� �� DATE: 12/01/14 9"* ■■0■ pw I'l a w ode 1,19 mo 9' IDOM. PROJECT NO:14.003� s,s sa s,.e s s . O /� Pocket Park 1 i.aseme t�0•` s s.s w s» s s J - J1 '2 °� / , / / pp �S ' 3 874 sf o 4i �I . ' ti Single, N mi(y Dw�lling Legend: � _ g__ I` l � - °n .: \ f ^� � ! I i1 !`'� H) 1 en'at' Hung Sewer / o "' - - �; 5 - - _ ` - - 4 - - -- - - -- - A o� \ o, it Bur _ _ _... _. 2 \ / .., i CAR � '� ' � � . y , � 4 ' ted �asement � AR { H -CAR - - _ _ -()_ �H� I LOT 213.._ �' \ x r' / / / / \ �\ ° �` '� �To / r?� �, 6 5" 5 t '1 }� �0 `t tin f1f 1 2 -CAR 1 I (H) 2 -C I () 12 -CAR 2 -CAR 4,408 s 2 -CAR I \O' \ ! / �%' < o s p tl' I Walk Oust Base e r o (H) (H) I / I LOT 211 LOT 212 f I I s /,m `•�� ' O :tl + t m I E LOT 214 I u O• 1 I i• -' LOT 207 2 -CAR I i 4,747 s 4,973 s I \ o / �o mss.•' ` N LOT 209 I SOT 210 f f �g ` 4,803 s / \ a �> \ Stree 4,700 sf 1 i { The Fairway { ' f / / , \s, / / �' • ,�.� \ �'' . I LOT 208 I 5,180 sf 1 / 5, 782 sf ! I i _ _.. _..._ _ �, _ _ = I The Fairwa \ y `�, / �\ s \ pPE� " i T I...: . I i I 1 1 1 1 / I 4,910 sf _ - - FFE- 424:3 i Y- / / `%i ' ` -y gn 1 I 1 I The Brookshire - _ FFE =427.4 I BFE =414.3 I FFE =4212 // / \Fo l,o� �, x� o �� ' 15 Ij 't I.'' _ FFE =426.4 � � o I� � � , , C � FFE =422.8 The Pavilion I BFE= 416,4,- `'" BFE -417.4 i FE' =411.2 I s ` ?S% ' I % I I The Brookshire i FFE =424.8 I i �Q C�CADIA PARK / 3 '• \ -1 ; '• `�'° ! BFE =412.8 I FFE =425.8 y __. 1 I FFE =423.7 _� .BFE=414.8 I I - I f 1 s•J ; I I I I{ ; C BFE =415.8 I w 0 I W/0 %� I / � 10,46,1 sf ! .� rking„ / � �; \ � -�-. � ,y i� , � � O W -- ' _ 12 - - _ BFE =4'13 _ • __ _ , Y1, I .• """1 I r �. .1 7� C 0. /AREA ��5 372�lsf (T t Si � � 3 -,. �, r � \ - -R I � # ,i , - I i w/o W/0 I I w/Q _._ ,;... _ - 420 -` �- _ _ - - - !" ��o 1 1 1 i Lot E - I - - - - - i.. _ _ _.. -Villa reen d r I t Ode S'goa�e BB I W 0 I W /05:� / 0 op Are 863 sf r a- - - -- ! e/S i ` ; h `� �' �� t� '.� 5.162F� A+;cres __ C.O.D. Are :° 8,831 s 10 <' �\ 11 1 NnII - - - � \� � top � � =t � gt � ,. " y J w /safet r i mg 0 _4, 1 •/ f I I I 1, 585 sf 11 1, •,, sf • 1. 1. 1. 2R Lt� LOT 188 LOT 187 LOT / 186 L¢T 1 �5 LOT 195' LOT 194 LOT .•1,4'3 -1,537 11905, sf - _ _ sf 1,537 s•, - " 1,871 sf 203 I LOT 202 ,GF=397.4 FF =407.4 _ LOT 199 FF =405.4 LOT 198 1,905 s f LOT 197 1,537 s LOT 196 1,889 sf LOT 201 LOT 200 6 sf i 1,889 sf GF =407.4 1,537 sf GF =406.4 1,537 sf GF =404.4 905 sf ' GF =403.4 GF =401.2 GF =399.7 GF =3987 , pg,g 419,9 FF =417.4 FF =416.4 FF =414.4 FF =413.4 FF =411.7 FF =409.7 FF =40$.7 ; / 1R •/ f I I I 1, 585 sf 11 1, •,, sf • 1. 1. 1. 2R Lt� LOT 188 LOT 187 LOT / 186 L¢T 1 �5 LOT 195' LOT 194 LOT .•1,4'3 -1,537 11905, sf - _ _ sf 1,537 s•, - " 1,871 sf GF=,396.4 GF =395.4 GF =395.4 ,GF=397.4 FF =407.4 "Ff =406.4 FF =405.4 FF =405.4 •/ f I I I 1, 585 sf 11 1, •,, sf • 1. 1. 1. 2R Lt� LOT 188 LOT 187 LOT / 186 L¢T 1 �5 1 „982 sf )585 ,sf 1,58'5 sf 11905, sf GE =396.2 FIF =406 8- T GF =396.2 FF =406.8 GP-'- 396.7 Fr =407.8 OF 596.7 / /Fl` X407.8/ 1 RJ 2R 2R q/4 1 R \ \ e Sigh \ �' � // •2� ,�y \ �° !' • � \ � � •-' 4 / • � �p u3g8 J" ip?, , .ter,, ` ,� « < t \ \, \ 1 / _ y�,o o � •s F�y� ms's ~ ,,.; _,�; ' y. 1 l �:: \ \ --- '- -__ ._ _.. __ _,, Y \ rx'c. Pad X j p. F "r Grou 1 � o �., ,\ \. � - .s /f � �o /� ra f ,' \ • - -• ti - _,. ' - _ i 94 ° -� - '� aril • 1 00 l mot- l O O CO / Cfl _ _ __.. -- - ' 1 d 1 8 _ _ . 1 - _ c�'. c. No. 33028 R _ - • r ar i ng ✓/ 10 p1 .� - / 4 Wayg f rte,.. I t ,\ �o �� w� __ - -- - - - 6 -•...- _� �-, .r .. by M..B M "` � _ Sig (TYP) ''b, cc\6 � ,f ' � ' � +�'\ - ��'s G1 -'- - - M• -g ' W a = No Par _ -- - -- - - - - - .._ - T- ., . Wood Framed .• _ 5 Public � _.._ i .,s -n - 8 D1P_WA�EM �- Sht - _ _ _ `q� J /• r 6, �" Shed _ Si o NAL - 5 , s � as _ - _.. __ --____ _ CG -1 � » � 'S _.... ......__ -- - - -- - - -- - - - - - - ,.,•r , � , FR `9 �t ^ _ .. _... - ' -- `" •• '• - .. �= $'> -- ._� s = _8 �. - - - ' -. -- a . �,, •, �. 'i ,,-' ,G to Si d % Community Garden a„ A l , - i _ _ _ 00 ! co Cascad2a P rk �..� - '2 _._..- -- \ w ao - -' Q 3-Board -Prop.-Area- q, 28 sf- - FFE- 1 4 1' 5• Fence /, C.O.D. 5 sf _ _ _ _ I - -- - -_ -- (N) - P g� 4 �� - _sf _ _. _.. _...._ _.. _ ®' - - Painted Black - _ - - D A r _ -- C a D _ _ - - _ I -.- _ } 2 -CAR 2 -CAR_. _ _ -- _ _ - n - r _ I {B) 2 CAR N 2 CAR _ - \ 2 .�_.. _ _. •' _ � �, - � 1• I Z ' l 2-CAR" � N• `" ' I (H) _.. _ .... __. - 2 -CAR -CAR � (} _ __ _ _ _ -- - - � __,. ~Y \ 2 CAR F� ,� 0 °' °:�' � '. � I 2 -CAR' I 2 -CAR _ -_ .- ._ - F� -- \ 0 s�9/r Stone Fence _ 1 / \ �\ � , • _ { i ('' - I 1 - ' (H)- -- - - ...._ _ - - _ _ _ I - '\ 0 \ �. �is� w/ Entrance - / c 1 �' -' I The Pavilion I - i - -- .- � EX3 / ��;� � n '� -Si �i I I _ - T-13e'- Brookshire _ .. - I t I The Brookshire I - _- - I he BrookshiFe I ! The Centennial . -' ` I Jkr� Centennia ,�0 FFE = 398:0' i _•- �_ -- _ • LOT 183 '� ` ,� " ¢s. ,�y � \'• � -�`� 1 , ' � '`� 1 i i � r m __. BFE: 395 5..- \ i nnial T t _ - FFE -394.8 I = FFE.. -394 _. _ 1 - - - -FFE =396.5 6,306 s �' \ 1 t I // ' W w m / FFE = 404 3' ' FFE =400 I r BFf' -388.0 I i _ ! :_ *:. _ - t.. s: _.. _FFE =,393.9 - - _ _ _ - - - BFE -385.5 B = �� r \ ,t ! ( - A z i FFE- -4(6.0 I 1 FFE "' 395.7 f �3FE- 384.8'- - - -- ,. o BFE =384.9 I FE 386 5 .3 I E -396.0 � I � -- . - - _ ._. - -�--. _..._ •,�w; .� '� �;- • \ u '� o i I � -I - _ .. m BFE -383.9 OD •. °�„ 1 \ ' =BI` = I BFE =394.3 BFE�'390.4 LOT 176 .. BFE= 3853 - _ -- _ ___ - - W`0 0.3 - , j I I LOT 178 I LOT 179 _ - LOT .180_.... _. _..' _._ 11OT_. IBL.... _.. -LOT 182 \ •�o _; '' ,\ ~`\ ', _ _- - > \ o I . LOT 173 I / I LOT 174 I /LOT 175 I i 5, 075 sf I. _ ..LOfi 177 4, 489 s I _'� .- " - - - - _... �# 512 - - - - 4, 573 1 i- - 4, 515 sf 4,409 s i / i _ _ 4,232 s I I... _ ...... ..._. s`f ._ - 4,565 sf I i -- 1 f�' / i 5 266 5 266 s / I 'W 0 i , ..._. ,f. -Plaza w 4 nc WO I W/0 W 0 I W _ _.._- - - - i I r i / - n water fountain at q.. _ -__.- �.:_ ___. _ - - - - -= -._: - - _ _ - - f W w�Y)'`• ' e �w` ?, \ / i f � I t � � I ,• - -� � �_ _ �.- W/0 r�.. _ 1.....- ___-- "---W/ _ _ _ _._ .._ - _ _ .._ _ ,, � Z9� nw • tl � _._. : . ,.' � .._ _. - � - •, _ -- -- -- - _- __ - _..__ ............._ - __..- ... _ {�o- ..-Parking- - -... _.._ - __ - ._ - - ,� , \ a �1 \ '� m _ _ _ - - -- -- __ Si n TYPE \ 0 � - �' \\ °w \ � � \\ tea' •� � \, \ \ •... -- - -- -- . I W/0 i . t1 9s 1 �a ~` `2 z Y ° N, z LU tb an g ° \ ,. _ _ 1$ / / • Co ter - CG- / ' 00 p ` 7 s '` o o C) �'' nclo e • . ,. � ! _ 'X � r'�� W 200 a / '0 _ _ - ! ' s o 2 20� S' Spacesa y a + cD 12 +00 SAD ' \ . ` '0 - - 06 �. / iu e _. �' M D• ..w tOT 259 + Sltreet Sign....._ ..._ ....... ......__ _ t kt r _. - _ _ Dil? WBAWEBM - - -8 w e w _ o O `. * . `Ihtah 9 _ - e"w e w a w 7, 562 sf F� 13 +00 „�� 15+22 aw e aw t o aw �w - -- - EN -EN-PARK- B . __ _ .._ _ _ "- _ - ' - - co `� ' C - 6 G- g n "•- ;' Iy� e.;w 8 W .__ Typ.), - -- -- _ - - - 15 X2 _ 15,152 s n ° f o - U] _ _ / f - -- 14- 7,x-33- sf _ .._ _.. _ ._ .._ _. - -- -- -_ - - _ ____ - -- .- _ _-- - ° _•---- - -- - - P� .��' ' Z _ - Loa t❑ Spr�ce o ° r __ . • -- . - - - -- __ --- ' -- _ v, � .. ; . -�. • . .. , stn - -- -.. * - - - 7 / 36� PE,. S X5 Water _ + `L - 1380 0 ! /`',.� s. tl �--, -.._ The_du�pster -pasi. sfiatt-htrve- mimmam-- '- -- -_ - - -- _� .. '. ,� •..� • ... ' / � >: ' q• - - � r 0 0 0 access Easement` - -- - - - of-4" •stone- base -arid _S of -ccner-ete __qf 000-psi -at _28 days- oF- stC'o_nger: - - _ ` - - - _ _ :r `�� 4 G -2 6 i (I I o CpR `� �i�`1 !, f W o v� H U U U ... 3 � 6P - -- - - - _ q 9 OF _ c '3 7 r m $. z / � _. _._ __ - �=- :- -•_._- • __ -3�0- _ . -� `�. �•. ' ... -;rr _ ®'" I / �: �-•- `L• LOT 262 1,958 �Wall+ _ G �o I I 10'X Water _ R 5,156 sf - _ - - ,1Jlaxt: =_ ^� -��' 6 „w s ^wI I Ease T CP r� I LOT 265 ` (YP.) 1.0% - R _ 2 -CAR 99 i it o 2 CA LOT 6� f6 2 CAR .. __. -._.._ Exist, _ et `Raiftng- __. ter-) '� 5,724 4,798 sf I I ,, LOT 264 LOT 263 2 -CAR ; - - - -- - - -- `- --_ sf Closs q Trail \ �\ 1 i 4,798 sf 4,9 sf FFE,3g7.4 _R L _.. _ ,9 ,P 0 6 FFE -3 380 9 - ! 3 8 a�lCing Spaces 1 � � 77.4 T - - - Van = n H Spa -,• 1 FFE = - - = I _ \ i BFE -372 8 BFE -375.8 77 9 i FFE cF� A a � a � - - -- A - a - -- _ - =- =.� ..,.-•••.- - -- - - -� � \ \ \ �, " OP. _ BFE -367.9 BFE; -370.9 � i t �" � ( ✓ _ \ C,G 2. o I •I � I 1_ .� - � , l_.. � 3 � ..� \ � ,' e�'' i i ! / z z \ � l Bg x o 9 ._ __.,.. .._._____ ____._ =_- �.�-_ _ _ - _ \ 3 � I � I _ .� '\ ` \• \ \ � •�� `��.��ie. Ik'., _ NT 1 � i__ _ -- - _ I I I 1 I W/0 _� , _ y - • �r0 1f 2p' tormwot� r v :, ;:' + .• _,- \ y \ \ LO \ 20 o a Z I _ i i ; ,f, / \ MonagementiAccess,Eosy I I Exist. Storm -water M1 ag r� t ' \ \ \ \ \ _ - _ - _ i ' \ \' DB 143 6 P 623 \ (Offic s ;, - - Flushin 1 Aprox. Location , o i I i mte an�e1EasA ent - - _ it cility I l ( I 4 I i \ \\ y\9,669 sf \ \ \ '` t a _ �,` ,' /' L��i, Of 4' Class A Trail 0032 for {{ i I a 3 1 f I { I ( 1 I \ OFFICE SPACE 1S\ I� �/ ' ;' \ I l 11 1 1..._J I I I I { I \..,5 3- - -- / ! ! i "' \ _ See Detail 10/SP32 \ details • ( 1 \ FFE =SZ3.5 \ '4 ` ! 1 ,' \ \ 1 ,i I 1\ BFE= 363.,5 �\ v_? �' - - - - -__X 75. I ( a a I I ( I I I I I I { NbT INCLUDED, IN ARB -2 Per anent Drain. Easement i 1 \ - - I { I -77 m I asem -` _ -- - - -- B 3 , _. �, ! � •.,- Sa S w r E en D 2436 PG 62 r - ENTRY PARKA- X 77.0 P Iva re sure rc ain 91,653 sf „N Parking,> ( esign B 0 he 0 �". ..,... -� I l ��' § • � � I I I - / > _ _ ' (Typ•) 11 1 � � HDPE - �_ 20- rai se-. I_ Q ( St e Fence / s;' I i' \ o I L._ _..�_ _ / /' ups e �r _p rtr 0 w ce i '� r'' I Existing a ' / / / / , (So I9 teriai` as a , 4'Al , d 10'X u t X 69.4 1, l / ng SWM Pond 1 0; 201300032 for r b r. Bnc Fence` Refer to WP r a I � w 6 -y>.. Q:,- 1 construction details �, s.v.,; �_„ , „".'• all pond \ r �� ',' a� e - - 30 Trail and S \ ` f F E� - - \ ,o .gin, • ' Q � i'/� - ,Embankment /r ... \ _ _ - -_ -`- -- _. - - - _._• � Acc , Easernen _ ,1- _ ._ � , • ,_ � i Exist./60" `stone ne ,� _, w `£ntrance ig - -�, - -1 ` r. ;» :' " 3 -Board enc i `\ ! st.I60 Wl t. _ _, ._ - 2 8. z..t_- _ _ .- �`.- Painted Bla t i , \ RCP'Riser !J g 1 i 3 Board Fe •ce _ _� _ - - - -- I / \ \ / / / J o �' Pointed BI ck X70-_ _ - _ - •- °`- ---- -- _ - -fit - 'X -'I r - - oP $" HD E { ` - r. _ -- _ _ _ �.._ _ - .. _... - - -- ' i / `" o f tg - -- - � i� � � Proposed / / <• 2 - - __ 1 \ \ r' i '- ' 8.'.�Paved EOP 6 ' CG -12 / 15 HDP Shoulder -_ - ` - /�� , - / : • z p ' OHT OHT -� 4'R /_• . r-- / OHT OHT OHT 0" OHT - , 8' Paved ` \' � \ _ � o � � w Solid White __. Exist. "- -- - _ - -'- - -- - -- _ \ w - Lme c=n _ -. - - ---' __-- -__ __' __ -`• Sig. � _ .- - -- -- -- -- -- -- _._ _.. __ -_ Si LnetT - - -- - � �� \�`;. r roposed `} = '` _ SE: 365.7 OP o ! --' - .• __ - - -- •St -EDP- -- - - -- - -- � +ri ' --' --- ! _ - �� _ DOM. PROJECT NO: 14.003C -- ,�._._.. _ - - - - .... ' ' \,,. _._.. ' i / ` ° / • 14.003 KEY PLAN - - -- _ _ 2 _ \ \ a 0 Turn - -' Solid White Line �. INDEX TITLE: _...... ,- - 150' Ta - I 1OQ Turn Lane _ per Stony Pint Roa?l I __ Roue 2 - - -_ o SPS , _ '> Existi 12= TttraU - _. _.. - 820 - - - ` �� - \ _ _ / W SP6 - __.. ..._.. -- 2g g, __ -- Var. W�,dth --RAW- + - To �''' �'`� \ // o ' _ ..� %. - - - Lane Remain -- - - -- o - "SoTd�IL . _. - -- - - -- _... - - - -- rrtana -D - - - ......... ,,� i _ 0 .... o _ - r Intx. - - - \^ -- ---' 30 4 30 60 90 _......_ - ......__ _._..._ -_ / �/ SHEET NO: 7 OF 38 - - _ _ ' -" _ - - _ - - `_E Qouble l"ellow Lines - \ .w _ _7 \ SCALE: 1 - 30 ___ ___.. -- / _ 74 - __ - _Exist. -1=QP' \" ., _ 2 p0, \ / / i - -- -_ -- _ -- _ _ DATE 0 /14 .. l kip Line `\ ToPer � � / 12/ 1 -- - - - '` 310 Transition--- ---. - - W `4 Spa ` �`-„ ,. \� \"" �, , / /° .�, j l - �_ - ] } ! / } 1/ / I I i � f I l f i i 1 r I r J ! / �' r E A7B 1 i `I W/p !FEE =421.1 eet N me \ - - _. __. _...___ 6. . I1 _ .._... - - - _... __. _. - - - - 1 ! i { ' IBEEt411.1 \ __ -- - - - - - - _ _ \ d _ _ ,, _,�. u y E ! 1 1 - i I ( 19n (YP :. _ , N 8 \ .. r . • . • ; . < v ...'r .- , • E.. *u9 _ .. .Sy '• ` S..9 N N to g, ., a ! i ! 11 i I I ! I 1 ¢ii , I i s e s e s.9 s »9 »e s,. .9 s »9 , s e s 9 s_e 9 H I 1 i I I I _ U' �� _ 3°4 - -- - - - _ - �' 5�ry i I I I i' i 1 FE =418.1 I I y - __ - _ f 4 5 _v _. _ 71 _ . , _ ^, v m j_.. _ - : W SPS SF �� _ _ J 1 1 I I ' I I ( I / 1 i I i i BFE =408.1 I - C - - - -- - _ _ -- - U I _. L- gR. _ r (_H) 7HT ... O s _--_F- ; 1 I! rl i I(€ I I€ I i I ! i, ! i i I 1 O O 2 -CAR I 1 H 2 CAR 1 I (H) I 2 -CAR C_ ` LOT 211 LOT \, -- _- _. _ - __ _ _- _ - _ _ _ / I 1 ! ; I I j I € I I I I 1 ' I II ' \ 1 L,OT' i6 \2 -CAR LOT 2'06 LOT 207 2 -CAR I I I I - -- -- .._ / t r ( I I I I i I ! ! S \ LOT 209 I 2`OT 210 4,747 sf 4 97 •- •� I I 5 3�6 i s 3� •. 6,205 sf 4,700 sf i 1 I I r ___ _ -- / r l 1 / ' I I I I I 7 } 1 f LOT 208 I 5,180 s r 5,782 s 9 c -�C - �` _.,� - __ __ �" j/ j j II II ' I{ i j j I i 1W /(OBI ; l 1` 2 -CAR i 7. I °' I f f I I f 1 FFE _426.4' W -- -. _ ! I r i I 1 4 910 s - J I I I I\ ": I The Brookshire _._ ......... - _ _ -._ .- �� -_ _. / i i I ! , I I 1 1 t \ FFE -422.8 The Pavilion I BFE 416.4- -- ; / i I I I ! / / r ! J ) I I 1E 6Z FFE =421.8 ^ = i I The Brookshire FFE =424.8 i -__ _..� r i _ • _ :,. -- BFE = 412.8 ' { j FFE =425.8 I BFE =411.8 FFE =423.7 _i -_ BF €-= 414:8` <° ( _ - -_ t I i / J I j j I \ _ _ \ \ \ \ _ -^ \ 1 1 ! iI I I !/ ( I ! i ' ! ! IJ ! 11 _. - ; _ _ \ o I f- - 13FE " ='ZF137__ I BFE -415.8 I r ` ' W/0 1 - \ _ I t '�' I I I I 1A1 O I ,fy��'r'` 1 \ \ ` \ \ \ - _. ` � / I I I I I j I I ( , ! 1, \ \ 1 I 5.6 \ C) I i 4 / _j _a £,•: : \ \ \ 1 \ \ \ - . - - -. I ! 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BB op Are 863 sf W/o W/o C.O.D. �0�7e 5-1,626 Acres -A-4T -Z 10 �T. LIF Ret. &IIJ Z I I 1 0 A ===I 11 \ \ 04,3 Z F- . . ........................ .0 • w/Safqtrrc Ung F- 0 -0- W LOT 1195' 0 Q -LOT -1-92- 1,922 sf E ----1,537 E �r=397.4 GF:,=,396.4 E GF=395.4 Q � CL a) FF=406.4 FF=405.4 FF=405. ... 52.6 LOT 198 LOT 197 1,537 s LL: (.0 LOT 202 LOT 201 LOT 200 sf 1,889 sf GF=407'.4 1, 537 Sf GF=406.4 LO Lq 7,,9UO Sj GF=403.4 j,905 sf GF= 401.2 GF=3991 .101- 5 - SLABB �. \ i 9.9 9.9 , b AB 1 FF= 416.4 FF=414.4 FF=413.4 SLAB LOT 153 i L - 11' LOT 154 FF=411.7 FF=409.7 F F = 4 LOT 156 L 4,608 s 4,474 sf f 4,551 sf I / - \ ,` \ \ i /rr /, / ,,� \ \ \ .\ \ \ ,..Q �. __ _. - , Singib-Tamil" Dwellip"a Le end A r R) - \ \Den6tes-Hun.g5ewe BB:' \ '-,Bu6e-d---Busemeftt .. . .... . . . ..... . . ...... 4 Out. Basement. RS -L4 A5 Lo-. � j i 4 -$ _ -J iL 11 -1 . o.33028 A- . ...... IT -f�9 L 0 T 148 _LOT 147 147 40T 10 LOT 151 40T 150 LOT t,-�59 sf 1, 759 sf 4,115 sf 12,237 �f 1 759 sfI 1, 759 sf 5,113 sf I I Avihi Avinit REV I Avinity Avi Avi it cr" FFE=453.0 2.7 FF Avin't '47 /Gf=43 'K7 FFE=453.7 E=453.7 42, 7 G Y7 U� 0 458 GF 4,38.7 GF=97.7 GF= F=,448.7 FF 46.7 FF=444,7 FF=443.7 FF=44,27 FFE=450.0 =4 L O OT 15� 6,435 sf wall I J,3 wax. pl. 10 2-CAR 2-CAR 2-CAR <-4 2-CAR I- esa f 0 W/Ta f Zq I Son LLI (-n �e C) 1A S !3j LU q a 5- as a's S-.9 .9 -S.9 S.0 -S..9 Sri -,r*� "S I"S 77- 7. A C/D ide > Z Z 0 2 U0 Lane EL En Lane blic 12+00 Terrace L CO 13 0 5.. 54 p W- -LA4+00 EHa 'MA 'TT °t MA CG-6- 6 N kl' 0 Parking rn ?o Si In ------- i2� yp.) 2 M -44 M (H) -6AR X T 'CAR LOT 252 Z 2:�- � Z Z� (H) LOT. 2,59 LOT 251 cf) H -CAR 5,338 s f LU 2-CAR (H) 2-CAR LOT 247 LOT 248' 3% Garage- LOT1249 2 4,-382 sf 4,160 sf L LOT 245 LOT 2-CAR 246 4,308 sf- 88 2-CAR LOT 243 LOT 244 *p� -'Palk 2 <4- 4,453 sf 4,414 sf 4,231 sf f I /'The Fairway F F[=431. 11 11 FFE=432.5 u,uvv cr) co co Go LOT 242 4, <," FFE-=438.5 FE=434.5 - ----- - "'FFE= 442.4 CrD 4,781 sf TFE-=-457U FFE=450.9 FFE=445.4 x EfFE=428.5 BFE=4:�,45 BFE=422.5 I BFE=435.4 BFE=4�24 The Fairway FFE=452.1 BFE=444.1 BFE=442.9 BFE=440.9 j- ---- -1 1 W/o O TFIE--,4- 1.0 BFE=442.1 W/o I I "I f- - - ti BFE=441-.O W/ 0 W 0 W/o .0 6i W/o W/ W/0 W/o -j --- - /' 6 -W/O-- 1 .9 rn cn 10 Priveate A -casc 0' Private 7�. co X 0.5 Max. H �.=t) x Z; Z2� �d 4 . �� Q-A sf C. 0. AREA =15, 7,�'sf (Total Easeme urainag( E- r4 Easememtj6 -0 N 0 M LOT 230 1 .14 LOT 229 15, LOT 223 s LOT 232 LOT 231 LOT 2,28 LOT ILOT 2216 LOT 1225 LOT 2�41 d \ \ \ \ \ \ \ 3j 33 - 35. n LOT 234 LOT 233 1, 935 sf 1, 52 7 sf • 1, 951 Sf 1,869 sf 1,527 sf 1,949 sf . �2' LOT 235 t 1, 1, 756, sf S 00" CA 1,527 sf f, 935 sf Avinity vinity Avinity Avinity LOT 237 LOT 236 2,110 Sf Avinity GF=429.0 Awity Avinit Ldlk-,241 8 Avinity GF=429.0 FF=439.0 /6F=422. F=420.0, (A=410M LOT 240 LOT 23 vinity Awinity Avinity GF=426 0 0 G GF=416.0 135 1,656 GF=427.0 GF=428.0 FF=4�,t- 6i -�F 425.0 GF=425.0 GF=426 T-1 K - 2,533 1, 656 sf -6 FFF=437.0 FF=438.0 FF=438.0 FF= Plaza -0 1, 656 sf -1.656 sf 2,225 sf GF=428.0 G F=434.0 FF=432.0 F =430.0/ FF=428.0 rr=42/ GF-05 3 6 -- .0 GF=42 -.0- -GE 427.0 kc - TR FF=,�26.0 0 437--0-- t3r�19 r cile- - I? I GF=424.0 Z FF=434.0 FF 435:9- FF=435.0 FF=436.0 FF= 436. FF= TR- R h I R 2 1 77 -2 2a pla i:�- k&- R ua� 7 A- 1 P, <1' x .1�0 .41 H- 21 L-2oj 11 118 2 i \ is c� 9,. 1 t - \. \ \ \ \ \ \ \ \ \ co 11+0U 25 25.7 2 4. 6-'-t - + 2 X.R V, cc-6 CG-12 4 .7-1 n \' �u ki rKIng WIN -Z MIR Sign C�) cy Del "0 +00 t 01 1�� tp C) 4& 91 \ I \I-. P-" t io. M (:p Stre Sr's 17 , --A 1110, -- A Tx L? �- -V 1n 3 113 cs - cn 0' D r ai nag; T U.0U1 I I U 11 L X E-4 Sj 23� 0 00 W 00 Z L L L 2f 2-CAR L 1 1) 2-CAR 4,408 sf 2-CAR P4 H LOT 211 LOT 212 207 11 LOT 214 0 2-CAR V. E-4 11 1 LOT 209 4,747 sf 4,9 73 sf The Fairway 4,803 sf 700 sf LOT 208 1 1 wo E-1 U) TFE-=2V2,Q The Fair 5,180 sf 5,782 sf 2�4 E=427. 1 4,910 sf The Brookshire FFE=426.4 BFE=414.3 FFE=42 Y, 0 The Pavilion B FE 41 �J- e I BFE=417.4 IFFE=424.8..- FFE=422.8 The Brookshir FFE=425.8 C4iCADIA PARK E4 E-4 P-4 BFE=412.8 BFE=415.8 I W/o 10,46f sf 12 FFE=423.7 AREA 45 Lot !E l'5,372 / sf W/o W/o I T5 -cf Villa �-,Creen. Opeh 9pa'e -- 8 - = - -- ? 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LOT 198 LOT 197 1,537 s LOT 196 "889 S' LOT 202 LOT 201 LOT 200 sf 1,889 sf GF=407'.4 1, 537 Sf GF=406.4 1,537 sf GF=404.4 7,,9UO Sj GF=403.4 j,905 sf GF= 401.2 GF=3991 GF=398.7 9.9 9.9 FF=417.4 FF= 416.4 FF=414.4 FF=413.4 FF=411.7 FF=409.7 F F = 4 I I 1 1R LOT - I .. 89 LU/1 161 bul tiolf 1,585 sf 1, 964 sf )�585 �f 1, 45 sf 7,60U Sf , GF= GF=396.2 7 GF=396.7 GF=395.2 GF=395.2 395.2 GF=306.2 GF)�:396' Fr=407.8 /FF=/407.8/' FF-406 2 FF=406.2 FF=406.2 1`�=Wb,,a' FF 4068 DOM. PROJECT NO:14.003(vi 1R INDEX TITLE: W 2R R 2R o,r Group W 4W • 1,:, rAA IMM NEW fffi --,, IBM= 10921 W -IL --- M1 W-N opp;tni 1\ SHEET NO: 10 OF 38 LGate WAS IINIA�u 11111111ru =1 Wood Framed DATE: 12/01/14 10S.;jAM 0\1 ONE 46LIWA NO.-M. UNA Shed LOT 1195' LOT 194 LOT -1,93-- -LOT -1-92- 1,922 sf 1,537 sf, ----1,537 1,871 sf �r=397.4 GF:,=,396.4 GF=395.4 GF=395.4 FF=407.4 FF=406.4 FF=405.4 FF=405. 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PROJECT NO: � rn ao rn oo ao � o0 0o ao ao 00 00 � oo � oo � oo � oo � 14.003 rl-) r7 r7 r7 rf-) rn rl-) r7 rn r7 rrD r7 r7 ro r-) r7 r7 r7 r7 rn r7 rI-) 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 INDEX TITLE: 30 0 30 60 90 *Compact Fill to 95% Optimum Moisture Content. Minimum Utility Separations (Vertical): S1 tt SCALE: H: 1 " = 30' All waterline fittings and valves must be restrained Separation between Storm and Sanitary Sewer: 1' 10 0 10 20 30 in fill areas. Separation between Storm and Waterline: 1' SHEET NO: 12 OF 38 Separation between Waterline and Sanitary Sewer: 1.5' / SCALE: V: 1 " = 10' �� DATE: -b 12/01/14 - .1 1__-1 IN ..-, . I/ � $3 1 j X*,� � \ & \ \ ,,,, I !?� I > F C�>. d*) I eo_'�- \ 4Y 43C 42,r 42( 41 ,' 41( 4 0! 40( 391, 39( 8 IN ) ST 3 8! 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'........'. .. -.-,..., - - ........._ - - ... .- - .. __ - � ..... . ... : ... . ... .... . .. _ .. . .. : . .... .. .. .. ... . � .. ........ . . . .. ............ .11111 . .. ........... I ... I ... VPI -- EL = 411- 37 .. ........ --------- . -� ! � ....... ...... ....... . - _- .. ....... __ ......... .. .... ..... . .. .. _ ......... ... . ................ � ....... ................... � ........ . ........ . ............. ... ___1 : i . .......... � ................... .... . .... '. . . ... .......... ... .......... . . . .. .. . ................ . ..... .................... ---- ..." ............. ......... 11.1 ... 1. --- . I.— ....... I ..... .. . ...... . � ..... . . ............. � .... 1 .... ...... _ ... � ................ . . . ...... . i;. 00! ............ . ................ ...... ? ............................... .. LEN = ... 10. i . ..... .... ... .. ..... ... ......... .. . � . ..... � ............... � -------- ... 1.11.11- ..... . ...... I ...... � ..... .. ... .... I., - I—- ......... ......... I I ............. __ I .... . .. . . . ................ .......... ....... . .....____ i ! ..... . ...... ... . ..... ....... 1.1'.........................".,....�. I., ... - I 11 . .. .......... .... . ..... .......................... t.... ............. � ..... _ ... I ........... ... ... .... . ................ J . ... ........., . ..... � ........ .. .... ...... 1_..._...._._. . ... i : I ... . 14... .. .. i . .... .............. ............ 11 .. . ......... I ..... I ... I ...... __. . .... I.... i �� 11 .... ......... ..... + I -LEN.. i - 2.00' , .11 ... ..... .. .... ... .. . ... . ... .. .... ........... .... I .. ... ............ .... i .... .... - - - - _11111111-111- I - 1 I ........................ . .... ... I .... I ....... . . .. .. ..... 1� ", I I .. ....... ..... .. .................... "* "' ** '' ...... ..., . . ....... ......... � .... . .11 ....... ........ " * , * - - , "'' . ... .. t � ......... . . ........... _ . ....... .. � ........ . ..... ...... . .. .. .......... I ..... j ....... ....... .... ........... I .......... . ..... - . LEN106. ... I .... I ....... . ... � ... I ... ..... ..... _ .. ..... ' - .... � ... ... .... ............. .......... ..... . .... ..... .... ..... I ....... . . ..... , ... I ... .1111. 1-1.1 ... .... .... ...... .......... . .. ....... _ ......... . ................. ................ . .... .... ,� : i i ....... "" � ......... . . . ................. . ...... ... � ......... .. . . , � . ..................... . . . .. ...... � .......... ..... .................. . . .................. ... � � ..... ............ . . .. ..................... ...... .... ......... � ... . .. . . ............ .... . ......................... . � . .......... - ...... I ..... ...... ..... . I.. .. ............. I ......... . . . ....... . .... . . 1 ? .- . � . . .. i . .. ....... .. ..... ... � .......... ... .. ............ . .. � .............. ..... __...... .... . .... . ..... � ......... ........ . _.. _7 .. . ............ I—. I......,.. ... � . ... ... ........ .... � .... . . .. . ... . . .. ..... .. .. .... ... ......... � ..... � ..... ..... � .... .. "......, ........ .. -1 .... LEN. = 68;00' I .... ... .. . _..... .... ... : ; ... ...... I ......... ..... . .. . __ ; . .. .. . ... ............... _ � . . ........ ... .. _..._._...._ . . ...... ....... ....... . .. I .................... . .. .. .. . ....... ..... ......... .. . ... . .. ...... ........... ..... .. � ...... .....- .. ...... . ............ . ... . .... I., ... .".... I.... I .... .. I ... .. .. .. . 1.1 ... - .... 1.1.1 . ..... . I ... ... � ... � ...... . � ..... ; ... i ........... .... .. .. ... ........_.......... ... ....".........-I .... ........... ... .... i I .. ...... . ........ 111 ............ � .................. � ... . .. ..... ......... I . .............. ... .. .. .... � .. ... ....... . . .. . I . ...... _....1. I ... . ..................... ....... .. � .... .. ..... i �. ... 1.11.1 .......... I .... I .......... I ....... .. .. � ...... ..... . � .... ......... � ........ 111 .. ... .... .. .. ... .... � .... _K= .... 14.30 ........... . .. . -----,--.1......... ...... ; ... - ...... . 1. .. ........ I ....... . . . . ..... . .... . . � ...... ...... � ....... __ . ............ 1__ ............. I I- - - ..... . - I— - ................ .11*111",""*,-,-",11-1-111-11-1*'"*"""--''* .... � ..... . .......... . . . .. � ... ........... . . . ......... .. ....... ........ . I ........ I., ..... � ... ..... ............_1 ....... � .... I .... . ...... , _ _ .... � ..... ............ . �. i ; . ..... .. ........ "', " I ... t .... � ................ . . ... . .. . ....... � ...... __ ........ .... ..... . . � ......... � . ............. . . ....... ....... i .............. � ......... .............. . . . ........ 1 ... ...... ... I ...... . ... I ............ . ... � ..... ... � . . .......... . .. .. . . ....... . � .. . .... . .......... . ................ .. .. . I.......''. ..... i .... .. .. i ....... � . ; ... ....... ... I ... .. . I., ............... . ... I ...... I .... I ................. .... ........... _._ ... .... ... ... ___ .. ........ � ...................... . .. ... .... . . ................ ___. _ i ... . ......... � _-K ...... = ..... 29i66 . . ............................... ...."j � . .... .. .... . ... .... .. 1.11-11 .. ..... ...... ... ............ .. ... . ..... .. .............. . . .... I—— ... I .... I ... ...... , .... .. ............. ... . ... . ... � .... .. - i -0 i - . ,� I. K = -.26.39 - - .. ..... . ....... - .. _ � � I � � ; � - . . : - i - .. . - - ...... - - -... - - - 4 : � . i .....- ... .. 1 ....... .. I.............1 .... .. . .. . ' K"'i 1 ZU"" - . . ... .. . ........ . . ""' 1. I.I.-I..... .. ........... - I ! i .... _ . .. .. . ............ � ... ..... . .. ......... __ .................. .... ............ . .. . � ........ .. ..... .. . .... . ..... ....... ................. . .. . ... .......... ..... . . 4 ....... . ...... . . .. � ........ I .... ................................. . ............ .......... I . ; ) .. .... . ............. . I .... .. . .................... _........... ....... I __ __ .... I ... . I . .... i % : ...... . ........... 1. .... . ........... I . ... 4 ... ...... . . . . i . .. .. . .. . ............ � ............ ........ � .............. . .. . ... 1 I ..... I .... I .... I. ! : .... .... � .. .. .. � .... 1.11111 ................. ... ...... � .... ...... . . .................. ....... ...... � .... ............. . .. . ... . ....... .............. .......... I ". ; . ... .............................. ........... � . ................... . � ...... .. � i ..... - ; - .. ... .... ........... .. .-M.- .................. .. .. . . 11.1 .. .................. I., .... ........... . q .....'.."..............." .......... ...... . I ..... .1 .. ....... ........ .. I ..... . ... i .. ..... ....... .."... ....... .... ........... ... . ...... ..... I .... I ....... _ _..... "...... __ .......... .... .. ... � ....... I—— ....... .. .111.11.1 ..... ... .1 .. ............... ................ .. . . .. ... .... .. ........... � 111111 .. ...... 1. ..... .. ................. . ....... � ..... .. . ..... .... I ........ ........ . I .... I ....... ....... .. .. . ... � . ...... I ..... I ...... I ....... . . . ....... "....... . .. ... - .... .... ? ..... ...... ............ . ........... ........... . - ........ � ..... . , i I'll I'll ...'..... . .... . 11 __ I 1-11 ..... � ...... � .. . ........ ... .................. . . . "I"*""""""",ll,""*""I 1111111*1 . ..... ........ ........ .............. � .... 11111111111 1*11 "I ..... .. � ..... . .. ........ I., ..... . 11 I 1* � . . .... I ....... � ... ... : I - 4.- _- i - � .......... ...... ... .......... . .. .1, ........ .. . - - - - ... - - - ..... I .... . . ........ � ........ . . .. .. .......... .. I ... I ............... - .... ,.... . .................................... � ... . . .. ..... - -1 .... . ...., .. . .. .............. .. "....., ... I ...... . .. ... . � .. ..... . ..........: z .. ....... . .4 . ....... � .. ..... � ............. . ...... ........ - I'll... 1 ... I., ....... ... .... � ...... . ... ... ...-.-, ... . ..... I—— . .. ........... . . VSD ... = ..... 1555-23 ... .... . . ............ .......... .....-I ... . ........... ..... I ... .... I . ..... .. ............... ......... V. ....... � ... -- ` i I . .. ... i ........ . . . � ........... - � ........ . ... . __ ........ . ... ............. _ . .. ....... � ....... � ..... ... ..... ...... .. 1 .... .. ... ........ . . ............. . ........ .... . . ..... I ..... .. I ............. . ......... . ... . . . . ..... I ....... . . . . I . .. ... ........ ..... .......... . ................... . .... . . . . . .... . . ... � . ... ......... ._. . . .... ...................... T ; � ..... .... ..... I ..... ..... I ....... ............ 1 ..... I .. .... I .. .... . �, . ......... .. � .. .. .. ... 11.1 � ; ........... . ....... I ...... . .... . . . .. ............. � 11 ...1-11. ...... ...... . ... .. ................... . . . .. ......... � . . . . .. ...... .. . ... ... ..... 1� ......... I . ....... ___ ....... I. I ... I—— ... . ......... .... ..., z; -.-.-,..-, ... _ . . .............. I ..... I ......... . . � . ......... I ..... . ........ : ......... .. ......................... 1 ..... . ... ........ � ............ .............. : : . ... . ..... _ . . ... .............. .. . .................... . . ............... . . ... .. ... ... 11.1 .... � ........... ..... ..... .. I ... .... .... � .... . ........... .... ------- � .. ....... .... ........ - I., ... 1 .............. � ... . ... I .............. .... .... I .. .... � ..... ..� ..... ........ ....... � . ...... . ...... I ........... . ........................ . ............... . . ... � . .. ...... � ... � ... .-..-. . ....... . ............. . . � ............. _ ...... � .... � .... ... . � .... ... .....-I ... ... 11 . .. ....... .. ....... ................. ..... ..... .. ....... I I .. ------- _' - - - " " "I""" I "I 111111111-11-111*1 I I 11 , , , , " ' ** ...................................... . ................. . ......... . . ... _..... .. . .... I . ............ . ............ � .... .... . ....... 1 ............ . .. � .......... . .... _ ............ .. .. ... ....... ..... . i 1._._ . .............. . . .____.__....__..____._. .. ... .............. ' "' , * " " "' ........... . .. ....... ......... ..... I ...... ......, .. . ........... ..... . � ............ ........... .. � . ....... * � : .. .... ...1.1ill"..' Y ; � ........ %_ ............... t ......... ... � ........ ... . ..... I— _ ... � ...... ..... ...... . .............. . .. � . . ........ . . ..... ... . ...... ..... I .............. .. ..... � ... ... ... ... ... .... . .............. . .. � ... __ .... .... .... I .... � .. . ........... � ...... ...... I .......... � ............... .. � 1.11 : ! . ..... .. . ......... . � ... .. . ...... ................. . . � .. .... 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I ....... .. . ... . 11 ..... 11 .......... . .................................. .............. � .. . .......... ........ ......................... .. : .............. 4 ........... ; : .... - i ............ i .. ....... . . _ . . ......... - .. .. __ .. . ..... � ..... ....... ____..._ ..... .... ...... .......... ..'..... .... . . ....... ... ...... � ................ .. 1 ...... ... ... .. � ... ........... � ... � . ....... . . ... � ... . .. ............... ......... ..... . � "... ....... � .. .. ..... . ; � t 11 ... I "I ...... : ........... ... ... .. ....... : - 11 1- ... . I. ....... . . " .1 .. .... ........ . ... . ........... I ..... I— .... ... I ... .11..... I ... . 11 ........ I.. I 11 ......Fd.bd.2!7 ........... . ...................... .......... ..... . ......... I . . .......... . ....... � ... .. I—— ... : . ... .. ....... i....'...........-I . .. . . ............ . . . .... . I ....... I ....... .. .. .. .... � .... . .... ...... ...... . ...., .... ....'rR - RACE' NLINTX .................. .. I..., . ....... .. . ......... ............ ....... . ... � .. . . . ........... . . ........ . ....... '" - * * ' "" * ** ..... ......... .. . .. I.. �. I... ... ..... : ! i .......... ..... ... 1 ... ...... . : ..... . .. ... �._... * * ... ...... .. .. " ""'EOP .. .. ... ... I ..... .... ... �... . 1-111-1111, : : """""' .... . ................................. ..... I .. .... ....._ ....... . . . . .... ........... ..... . . .................. I ... . ...... Ili— . ... ... .... - ... _ . . : ..... .. .... ...... � .... ......... 1-1-1 ... .. -11.1 ... ... I .............. � .. . ..... : I A ..... . . ..... _....__..... .................. I ... I ... .. .. .. ........... . .. .- _ . . ......... I ...... .. : . : i I ........ .. . -11.1.1 : . . I .. . .. ..... � .. ........ .... I .................... . . ... ... ....... . . . ....... � .......... . .. . � i .11 ..... ..."..., ............. I .............. ........ .... . I ......... . I., .... . ............ . ..... � .... . . .......... i . . .. . ...... .. __ .......... . . ........... ........ .. . I....., 1.11 ........ ..................... � ...... .. .. . ........... � ....... - ..''....... . _*7..'7..".. .. *'. t ! I ...... ........... ... ... ... ..... .... .... .. .... . . . : . ..... .... � 111.1 .... ... ... I ..... .... ........ r..."..I.-.1-1.... I ... I .......................... I . ......... ............. . -I � -1 ........ .... r ............. .... . .... . . . . ...... I.......- -.1.11-.1 ............. .. . ..... -1 . .... . 1 ... ........ .. � ......... . . I ..... I .. .. ... 11.1 ...... . ...''.." .... I—— i ! . . ...... . .. ... .. . ; i ..... .114 ... .. . .. . . . . . ................ ... . ...... ......... . .. ... . ............. �, . . . ....... � . . .. ... ... . .... ........ ..... ...., ............... � .... . .. ..... � .. ... I .... ......."..11-1.1 .... I—— .. ......... ... .... .. ... .. ..... ... � I—— ................... ... � . ... � .... .. � ...... . ... ...... ..... .. . .... .. _ .... t .4 . .... . . _. - .... - - .. .. : : �; 1 ..... ....... ___ -1 . . .... .... ' .. . ..... ........ . .... . ....... * ..... "'' " .... . .......... . ..................... ... * " '' * " , _,__`, ..... ............... .. 111-1.11 ..... .. ... ... I .. ....... . � .... ........ ............ . ......... . _ ............ ...... _..... ; ..... ....:- I : . .. .. .. i � :�.,. �- -.,:-/:::,.- STA.=17+59.38 - - . .. . .. ....... ..... . .... ..... � ... � . ..... I ........ ... ... .... ...... . ..... -- 6 1A 01 17N 4 i _111._ .1- ..L. .... .. ............. �.... ... �. ...... _... t =n... i ) .1 ... _1 .... . .... ... ... . . . . .... . . . . .......................... � ........ . . ....... - __ ; . I .... . .. .......... �� ...... � ............ __ �, I .... .......... ............ i I ... .... ...._1 ....... ... ................... . ......... . . � .......... ....... ............... . ' ... .. .. I ... ......... .... _ . .............. .. �� .... ..... . . . . ; . . .... ......... .... ..... .. .. .. '* , _ , , ... 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I . ...... . ......... .. . I. ... � ... ........ .......... � . . ...... ... ... ....... ............... . . .... .... ..... .. .... ..... .....'......., .... .._._...__ . ......... _......... .... . . ....... ... I ..... . . _ __ ... ...... .. . . I .......... � . .. .... I ..... .... .1 ......... . .."..............."..... . ....... ........ . _ . ............. � ..... : .......... I—! .... .. . ............ I—— .... ................. i . ... . ........ .. .. ....... ........... ................. ............. .. � ......... � ... .... __.._._ .................... . .. . ...... ...... .... � .... .......... . .. .. � . .. ...... .... . ........... I ... .. ... � .............. . ....... � ... . . ...... ... � .............. . . ... . 1 -------- * .................. . .............. ... ... . ............... .. ........ ... ..... I ....... � . ... ............. .......... � . . .... .. ............. ..... . ....... _ . ................... ..... z . ............ . _ ........ . . . __ .......... . ...... . � ......... ... . ................. .. ..... _ .. .. ...... i . ... ___ """' " __, , "-,- - - - ___ . ............. . ...... � ... � ............. ......... � .. ..... ..... .............. ............ . ; """ _ ' � .... .. ; .. . ..... ! , , , " "' * .... ** , . .......... _..... _ , * , , - * , " _ , """ � ..... ... . .... ..... ... . I . . . ...... I. ..... * ** .,! ............. ,-"*,* .. .. . .. ... _ **** '' j I _._ .... . I—— "I'll *1 "I"'....__ t I . .. ........ � ......... � ....... � ....... . . . ... � . .. ... .. ........... .. ... . .. ................... . ........ .............. ..... � ..... __ .. . .... . � .. .......... . ...... ....... ..... ........ . _ ...... � ...... .... . .. .......... _ .. ..... .. . _ .... I ........ ........ . � ..... ... . . . . ......... . .. ... � ... 11.1.11 .. . .... . .. 1 ...... . . ...._....... .... ... '..... 11 I * " � .. ... . � .... .. - _ : � ....................... ......... . .... .... ... .... .... I 11, I I ....... ..... ....... � ........... ... � .. . . .. . .... ...... . _..... ... ............ . ..... .......... .......... .... ... . .. . . .... .. � . . ... ........ � ........ ..... . ..... ! ... ... .............. ..... ..., I—— . ... ... i I : 11 ......... I ...... ... .. ... .. . .............. ... � .. ............... � .. . . .................. . 1-111. .. .. . ....... ... . 1 ...................... I ................ . ..... . ........ ... ....................1. . . ..... ............. . .... . ............... .... ... .. ........... I ........ . . I ......... ........ . .... . ............. I ........ _.- .... .. ... .... - I ......... : - .. ... . ..... . i . . I ... ... .. ... . ............-I.- ..... .... ... .. ..... 11 ... I I . - ... ...... . .............. .... ....... ,,,,,, . &C D��t * ........ . .. . ... - . __. . . , : . ! ! I ............. ... -1 ....... .... ..... . . ... � ........ . I . . . . V... .... ..'....I., -, ............. ... I ........ . ..... .. . ... ........... I ....... ....... I ... � ... ........... ................. ....... . ....1-1.1 .. .... . ............. _.___..__.,__ .1 ....... I...... .. .,.-. ... : .... I—— . .. ....... . � ...... .. ......- ! . _ . .. 111 .1. I .... I .... .. I. . ; I � - -1 i .............. . . .. ... I ... ..... . .... . .. I .......... % ! -*-.,."-,",--"'""'**,*""'"I I 11*111 I * ...... , ,__ ! . ....... .. . ... .. .... .... 11.1-.1-1 .... ....... .. . ........ ..... _.. 4 ... � .......... � ... � .... I ....... � .......... ... I ... 1-1 .. ... . . . . . . . .... . .... .. . .. .... . ............. . .... . ...... ........... I .................. . .. . ..................... .................. 1 .. . . . ............. . ; : . ... , ....... .. ................... ..... . ...... � ..................... � .... ... 11 .... � 1. 1 ... - i ! ____ I ..... .................... . ..... 11 .. ........ ... .1 ........ ... ... __. . . .. ................. ... ... ; ! z .. . . . . ... . ... ..... ....... I. .......... ....... . 111111 . ..... .......... ...., ..... "... ... I.... - .............. .... � , . . ... ... ...-..._.......1 ... � .... ....., ... .....1- ..... ..... I . ....... ..... _ ... I .. .. . .. .... I ...... ............' .... . . ..... ..... . 1. � . ; � L .... ... ...__. _ - I ................_ .. ...... ....... . ...... ... .... . . . .. I . . . ... .......... . I. .- - .. - ... .. _ . ...... 4 ....... . ....... ........ ....... : . ............... . . � . ..... . . ........ .......... ` .. .. *.'_., ....I.I.... ........ ...... STA.=16+99,27 ..... _.. .. .. i � ; t 1 , .... .... 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No. 33028 ,�d ell� ft, .11 NAL .�� IN _ � ::: :�� e g 0 023- 1� CQ !��j g, ::4 C i zs, -< Q0 - q) = �R:�! 9 .r 6 a; 0 �q t-- r- F 6� 0� C - Q) � 'E, � 9,q- ,r -, 13 � 1�11 10 V IT 0 0 n " -C: C: I,- P - Ij C - CD W M 5� E c: W 0 9 0 /"<---, -,,, /,"/Go ft:1/4. / 4:� 1 �Ly P-P, V. No. 33028 ,�d ell� ft, .11 NAL .�� 4 1-1 _ P4 - f=� >_ 1 (:4 CY'D &--I -:4 C:) I �� E-1 PC-, �D E-1 T ... 4 P4 z 0 1-� IUD U _<111 P-4 �4 W ::21 �4 E4 U P4 1 �2-, (:Z) -Ce, P4 �_4 �� ,--?�- �� W ;I 0-4 M M C:> 1_4 �.4 P.., r_,1 1 -:4 �r_ r4 W 1Z C::� E4' �-� -<� U �_4 W ii.� �-� fn4 E4 04 �4 �." (:::� &-' E-1 M :�4 U) ,:4 U 1-� �� _4 U) C:) i� ,:� -<� r::� 1-� il:�, U �� :;1;11 �� .. ::� W _j r:) �� I �_ -cr. �-_� ii.- P4 F- C) W f:4 W x U) ' DOM. PROJECT NO:14.00 INDEX TITLE: q I ) 1 ? *Compact Fill to 95% Optimum Moisture Content. Sanitary Sewer Laterals Note: Minimum Utility Separations (Vertical): All waterline fittings and valves must be restrained Sanitary sewer laterals for lots 189-194 shall be ductile Separation between Storm and Sanitary Sewer: 1' I I in fill areas. iron pipe and have a minimum vertical separation from the Separation between Storm and Waterline: 1' SHEET NO: 13 OF 38 watermain of 18". All other sanitary sewer laterals shown Separation between Waterline and Sanitary Sewer: 1.5' a minimum vertical separation from . the watermain of 18 )I - __A6kAk<__ -1 DATE: 12/01/14 1 IN _ __ : I � ::4 M a Lu I M c z N t4 co �� $ W M I z $-: 9 En t I I I I I 0 5.: M gI - -i I I 1 m < < < < < < < < 0 0 1 (D U U U 61 I Lij I � _ P4 - f=� >_ 1 (:4 CY'D &--I -:4 C:) I �� E-1 PC-, �D E-1 T ... 4 P4 z 0 1-� IUD U _<111 P-4 �4 W ::21 �4 E4 U P4 1 �2-, (:Z) -Ce, P4 �_4 �� ,--?�- �� W ;I 0-4 M M C:> 1_4 �.4 P.., r_,1 1 -:4 �r_ r4 W 1Z C::� E4' �-� -<� U �_4 W ii.� �-� fn4 E4 04 �4 �." 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Sanitary Sewer Laterals Note: Minimum Utility Separations (Vertical): All waterline fittings and valves must be restrained Sanitary sewer laterals for lots 189-194 shall be ductile Separation between Storm and Sanitary Sewer: 1' I I in fill areas. iron pipe and have a minimum vertical separation from the Separation between Storm and Waterline: 1' SHEET NO: 13 OF 38 watermain of 18". 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I ................. .... . .............. . ... ...... . . . ...... . . ........ * .......... .. ...... ........... ...... .. . . ........ .... ___ ..... . ....... . .. ..... ......... . . .., I .............. ........ . . . . . . . . . ..... .................... ............ .. . . . . . . . . . . . . . . . . . . . ................. . . .... STA,=1 3+11,74 . . . .... . .. . ..... . ............. ...... . . ...... . .... .......... ....... .... . . ..... .. ... ... .... . tZ .. .. .. ....... ... ................ ................... . . . . ....... . ... ........ ... .......... ........ ..... . ......... . ...... Q ..... . .... . ............... .. . ...... ... .. .. . . .......... ...... ........ .. . . . . .... ... ........ . ... . .... ... ..... . ...... .... .... ....... ....... .. . - . .. . . . ... .............. ............. . .... . . . . 1-11 . . .......... I ........... .... ........... . . . .................. . . ... . . . . ..... . . . . . ................ . ...... .. .... . ....... ... .. .. ......... ............... .. . ... . .... ........... . . . . . .. ......... ... ....... ... ....... ............. ............. . ........... I . . . . . .. .................... .. ... .. . . . ............. ............... .. ..................... ....... .. ... . ....... .. ........ .. ........ ..... ........ ....... ......... . .. ...... ..... ......... .................... ... . ................ 0 . ........... . .... . ....... . .......... ....... . . . ......... . . ... ......... I .......... ........... . ... .. ...... . ...... .... ........ .. . ......... .... ...... . ... . . ..... ......... ........ .. . . .... . . . ................. . ........ ..... . ........ .... .... ....... ... ..... . .... W . ...... .. ... . .. . ............. ........... .. .. ... . ... . ............. ............... ..: ... ...... . .... ......... . ....... .......... . .......... ... ..... .... .. . .............. ....... ... ... ..... ....... . . .......... . ........... .... ..... ... .. . .. .. ..... ..... . .. . . . ............ . . . .. ..... ...... .. ..... .. ...... ...................... .. ... .. . ..... I . . .... ................ .... ..... ........ .......... ............ ......... . .... . .... ........ . . .. .......... . . . .. . .... ...... .. . ......... C .......... . ... . ........ between Storm and Waterline: 1' ........ .. . . . .... .... . ... ..... .... ..... . . ..... ............... 11 . . ....... . ...... co co V ..... .. ......... ... _7'..........., ..... .................... ..... . ... . ... .......... . ............ ...... _< 'WON ..... . . ............. . . . ... ...... * * ... . .. .................. .. . * " ........... � K:� .1.1 . .- 1 - - - - .. �:.� . :_,� : : ............ I— . ................ . .. .... . . .. ....... ... ....... I ........... .......... ................ . ...... . . . . . .............. .... . . . ....... .... ....... .... . ..... W Uj .. ... ...... ........ . ..... .. ..... ... .. .. .. ......... ........... ....... . . . . . I . ........ . .... .. I . ..................... . . .. . .. .... T* ..... ...... . . ...... .................. ......... ......... - - - - - - -- . . ...... ............ ....... .... . �., . . . ..... . . * . .... . * . .. .... ... . . . . . ...... ............... ........ . ...... .. .. ..... ....................... ... ... ... . ..... ... I . ..... . ...... . ....... . ............ . .. . . . . . .... _1 ....... . .. . ..... .. .................. . - - - - .. .......... ...... ..... _X Horiz. Scale: 1"=30' r4 r4 Im V4 in IM IM IM In 71 1 V 13 M P 0 :911 All waterline fittings and valves must be restrained ... ........ .. I ......... . .... Design Speed 25 mph; 290 VPD 470 ............. cc", CM Z �i, tZ C ....... .... I .. ............... ... Q ..... . .... . ............... .. . ...... ... .. .. . . .......... ...... ........ .. cv, R . . .. . .. ............ . .......... .. .. ............... .. . ... . .... ........... . . . . . .. ......... ......... . ... in IT ,q- -Z Cf) co ............. ............. F- .. ....... .......... . . . ............... ............ ... ...... . .............. . .. ... .... ........... . .. .. ..... 1 ......... ...................... I ............ ............ . .. . . ..... . .. .............. ........... .................................. .... ......... ......... . ..... . .. ........... ................ . ....... ............. L .......... .. .... ..................... .. ..... . ..... . ....... .. ............. .. ..... .. . ................ ...................... .......... ........................ . . . ................ . ... ............... ...... ... .. . .................................. ...... .. ........ . . ...... . ..... . ... ......... .. ............... ... .. .... . ....... . . ......... ............... . ..... . . . ... .......................... ... .... ........ .. ...... .. . ... I ..... ..... ............................ . .... . .. . . ...... . .... - ------ .. . . ... ....... ..... .......... ..... .. ... .................... . . C CD PI I N 11140 10000 00 *own `:� C� 00 C) cy W—N Q) X Terrace Lane Profile 30 0 30 60 90 10 0 10 20 30 *Compact Fill to 95% Optimum Moisture Content. Horiz. Scale: 1"=30' r4 r4 Im V4 in IM IM IM In 71 1 V 13 M P 0 :911 All waterline fittings and valves must be restrained q) E Design Speed 25 mph; 290 VPD 470 -�4- r__ cc", CM Z �i, tZ C ....... . ..... ... . ........ .... .............. ..... ... .. ........ . .... . ......... .... . .......... I . ........... 11 ........... . . .. . . .... .......... ................. . .. cv, R C 6 E (D C (D in IT ,q- -Z Cf) co .. .. ...... .. .. . . . . . .... . ........ . .. ... ................... .. . .. . ...... ..... .... . .......... . . . . .......... ........ .. .... ...... ........... ... ..... .. .. .......... ........ . .. ............... ... ....... ... . . . ............... . . ...... .... ..... . .. .... . ..... ...... I . .. ... _ 0 LS . . ....... . .... . .. .. . .. . ... ..... .... .... I .... .. ....... I . ....... . . .. . . ... . ........ ..... .. .. .. .... ... . .. .. .... ........... .......... . . . ....... . .. ......... . ... ... .... . ... . . . . ..... ...... ... . ... . ..... . ............ .......... ...... . ... .. ............. . . ............... . . ...... 0 . co ............ ..... . ...... . . ..... . ..... .. .. .... d_ (.0 04 0� .. . ........ .. r- C ........... ......... —465 Separation between Storm and Sanitary Sewer: 1' C - (3) .......... ..... ...... . ........... ............ . . ........ ... . .. .... . ...... ....... ... .. .. .................... ...................... .... . . . . .. .............. . . .. ... ... ...... . . .. .. ..... ..... ........ ... ..... .. ...... E c Cn . .. ... . ... ................ ..... W ............ . 0 . . .. . ............. . .......... . .. .. .... . .. .. ........ .... .... . . . ........ . .. . ... ............. ....... . . . . .......... ............. ........ . .. .... . ..: ... ...... . .... ......... . ....... .......... . .......... ... ..... .... .. . .............. ....... ... ... ..... ....... . . .......... . ........... .... . ..... ....... ..... .. ............ ... . . ...... ... .'op ..... ..... . ... . .......... . . . ........ ... . ........ . ..................... . ............. . ................... . .. . ............. . . . . .. ..... ...... .. ..... .. ...... ...................... .. ... .. . ..... I . . .... ................ .... ..... ........ .......... ............ ......... . .... . .... ........ . . .. .......... . . . .. . .... ...... .. .. .... ...... -.1 .. .. ....... . ... ....... . .. . ........ ...... ...... .. .... ......... .... ....... ... . ..... . . . .... .. .. ... Terrace Lane Profile 30 0 30 60 90 10 0 10 20 30 *Compact Fill to 95% Optimum Moisture Content. Horiz. Scale: 1"=30' r4 r4 Im V4 in IM IM IM In 71 1 V 13 M P 0 :911 All waterline fittings and valves must be restrained Vertical Scale: 1"=10' SCALE: H: 1"' 30' SCALE: H: 1" 10' in fill areas. Design Speed 25 mph; 290 VPD 470 -�4- r__ -4; tZ . ........ 11 ............. .. ......... ... .. ... . . ... ....... . ..... ... . ........ .... .............. ..... ... .. ........ . .... . ......... .... . .......... I . ........... 11 ........... . . .. . . .... .......... ................. . .. cv, R C 6 E (D ..... ....... .......... . ........... . ..... ...... .......... .............. . >. ............ . .. ......... ... ... .... ..... .... .. V .... ................................ . ... . . . ........ . .... . ERTICAL_ -VPI� STA---15+213O ...... . ...... . ...................... .. . ................... . .... . .. . . ...... .......... . ... e e .. .. ...... .. .. . . . . . .... . ........ . .. ... ................... .. . .. . ...... ..... .... . .......... . . . . .......... ........ .. .... ...... ........... ... ..... .. .. .......... ........ . .. ............... ... ....... ... . . . ............... . . ...... .... ..... . .. .... . ..... ...... I . .. ... _ 0 LS . . ....... . .... . .. .. . .. . ... ..... .... .... I .... .. ....... I . ....... . . .. . . ... . ........ ..... .. .. .. .... ... . .. .. .... ........... .......... . . . ....... . .. ......... . ... ... .... . ... . . . . ..... ...... ... . ... . ..... . ............ .......... ...... . ... .. ............. . . ............... . . ...... . . . .......... ... . . . .............................................. ............ . .. . . .. ............... ....... .. .. . ...... ...... . ... ............. ................. . . .. . .. ......... . Minimum Utility Separations (Vertical): .......... . co ............ ..... . ...... . . ..... . ..... .. .. .... d_ (.0 04 0� .. . ........ .. r- .......... . ............. . .......... . . ........ . .... ........... ......... —465 Separation between Storm and Sanitary Sewer: 1' . ......... ....... . .. .. . .... ..... ... . . . . .. . ................... . ..... . . .. .. ............ ... ...... . . . .. ...... .............. ....... ................. .......... .................... .......... ..... ...... . ........... ............ . . ........ ... . .. .... . ...... ....... ... .. .. .................... ...................... .... . . . . .. .............. . . .. ... ... ...... . . .. .. ..... ..... ........ ... ..... .. ...... 7 ........ ... .. .. ... ... . ............. ... . . .. .. . .... ............... . . . ........... .. . ................ . _ .. .................... . . . ....... .... ... .. .. ....... .. ......... .. .. ..... ......... . ............. . ........ .......... ... .... . ............... ......... . ... ... . . .... .. .... ** Cn . .. ... . ... ................ ..... .............. .... .. ..... .. . ... . . ............ . ........ .................... ...... ........ ............... . . . . .... ..... ... .. Terrace Lane Profile 30 0 30 60 90 10 0 10 20 30 *Compact Fill to 95% Optimum Moisture Content. Horiz. Scale: 1"=30' r4 r4 Im V4 in IM IM IM In 71 1 V 13 M P 0 :911 All waterline fittings and valves must be restrained Vertical Scale: 1"=10' SCALE: H: 1"' 30' SCALE: H: 1" 10' in fill areas. Design Speed 25 mph; 290 VPD 470 -�4- r__ %d- CD oo CO . ........ 11 ............. .. ......... ... .. ... . . ... ....... . ..... ... . ........ .... .............. ..... ... .. ........ . .... . ......... .... . .......... I . ........... 11 ........... . . .. . . .... .......... ................. . .. . .......... ... . . ... ............. . .... .. ........... ....... . . . ... ............................... . ................. . .... . ........ ............ ...... .... . ................. .......... .. .. ..... ... .......... ....... . ...... .............. .. .. . CD C) L0 C� ..... ....... .......... . ........... . ..... ...... .......... .............. . >. ............ . .. ......... ... ... .... ..... .... .. V .... ................................ . ... . . . ........ . .... . ERTICAL_ -VPI� STA---15+213O ...... . ...... . ...................... .. . ................... . .... . .. . . ...... .......... . ... ... . ... ........ ................ .. ......... .. . .............. . ..... ...... ......... .... ...... ...... .... . ..... 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I .......... .... ........ . .. ... .... .. .... . . . ........ . .. ...... .. . ..... . .. ... .. ......... ... ...... ... .... . . . ................... .............. . . ....... ........... ..... ..... ...... ....................... ..... .. ......... .................. . . . ....... . .... . .. .. . .. . ... ..... .... .... I .... .. ....... I . ....... . . .. . . ... . ........ ..... .. .. .. .... ... . .. .. .... ........... .......... . . . ....... . .. ......... . ... ... .... . ... . . . . ..... ...... ... . ... . ..... . ............ .......... ...... . ... .. ............. . . ............... . . ...... . . . .......... ... . . . .............................................. ............ . .. . . .. ............... ....... .. .. . ...... ...... . ... ............. ................. . . .. . .. ......... . Minimum Utility Separations (Vertical): .......... . . ... .. ..... .... ................ ............ ..... . ...... . . ..... . ..... .. .. .... d_ (.0 04 0� .. . ........ .. r- .......... . ............. . .......... . . ........ . .... ........... ......... —465 Separation between Storm and Sanitary Sewer: 1' . ......... ....... . .. .. . .... ..... ... . . . . .. . ................... . ..... . . .. .. ............ ... ...... . . . .. ...... .............. ....... ................. .......... .................... .......... ..... ...... . ........... ............ . . ........ ... . .. .... . ...... ....... ... .. .. .................... ...................... .... . . . . .. .............. . . .. ... ... ...... . . .. .. ..... ..... ........ ... ..... .. ...... 7 ........ ... .. .. ... ... . ............. ... . . .. .. . .... ............... . . . ........... .. . ................ . _ .. .................... . . . ....... .... ... .. .. ....... .. ......... .. .. ..... ......... . ............. . ........ .......... ... .... . ............... ......... . ... ... . . .... .. .... ** _, ... . . .... ........... ... ...... . ... . . . . ........ . .. ... . ... ................ ..... .............. .... .. ..... .. . ... . . ............ . ........ .................... ...... ........ ............... . . . . .... ..... ... .. ............ . . . .......... . . .. . ............. . .......... . .. .. .... . .. .. ........ .... .... . . . ........ . .. . ... ............. ....... . . . . .......... ............. ........ . .. .... . ..: ... ...... . .... ......... . ....... .......... . .......... ... ..... .... .. . .............. ....... ... ... ..... ....... . . .......... . ........... .... . ..... ....... ..... .. ............ ... . . ...... ... .'op ..... ..... . ... . .......... . . . ........ ... . ........ . ..................... . ............. . ................... . .. . ............. . . . . .. ..... ...... .. ..... .. ...... ...................... .. ... .. . ..... I . . .... ................ .... ..... ........ .......... ............ ......... . .... . .... ........ . . .. .......... . . . .. . .... ...... .. .. .... ...... -.1 .. .. ....... . ... ....... . .. . ........ ...... ...... .. .... ......... .... ....... ... . ..... . . . .... .. .. ... .......... . ... . ........ between Storm and Waterline: 1' ........ .. . . . .... .... ..... . ... . . . ......... ......... . .... ............. ....... . . .... .. ..... .................... .. . . ... . .... ..... . ...... ... . ... ... . . ....................... ....... . .. . .. ........... ...... ..... . .......... ............. ........ . ............... . . . ....... ........ .......... ..... .. ........... . ...... .... . ... ..... ... . .. ..... .. . .. .. ............ . ..... ... . ... ...... .. .... .. ....... . . ... 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VPI EL-41434 . . ......... . . . .. ............. ....... . ... . .... . ................... . ...... ...... . ..... ............ ..... .. ......... .... . ....... -V EL----*j . . ... . ....... Cq ....... ... .... ... ............... . ....... ..... .. ........... .. ................ . ... . .. . . . ..... . ..... . . ...... . . .... . . ... ................ ......... . .......... . .......... .................................. .. . Z -- --STA.=18+18.74 .. . .. ..... .. . . .. ..... . ....... ........ ......... .. ..... .... ... .. .. ......... . .. ........ .... ..... .... . .. ...... . ... ........... ... .. .. .. .... ... ............ . ....... .......................... . ... . .... .............. . . . ... . .......... ... .................. . . ....... ..................... . .. . .................... .................. .... .. - .............. .... .. ......... ... ........ .. . ........... . .. ... . ........ ..... . . ... . .. . .. ......... .. ....... . . ........ .. .. .... ............... ... ....... ... ........... .. .......... . . ........ . . ............ .. ....... ..... ... ... .. ..... . ... .. ........ ...... ........................ . . ......... ..... ...... .. .. .. ....... . .. LEN 186;00' ...... ... ... .... . . ... ..... ........ . . ..... ... . ................ ... ... ... . ..... .. .... .... .. . ........ . ........ . .. .......... ... . . ............ . . . ......................... L .. ............. ............ ... .... ...... . .... . ..... IN - — -10. 00' . . .... ........ . ................................. . ... 430 ................................. . ... .. .. .... ............ . ........ ............. . ... .. .. . .. ....... . ............ . . ... . ...... ..... ... ...... ....... ... ... 15' HDPE -STORM -SEW. ........ ........... . ............... ................... _.11 ....... . .... ........ . .. . . . ........ . ............. .. ... . .......... .. . .. ....... ........... i ...... .. .. .... .... ... . ........ . .. .. ...... . .. .... .. ..... ...... ...... LJL_ 19' 3-94, ..... . .... ........................ ... ... . ...... . ... ... . ..... . .... ... .. ... ... ............. . . ... .. .. ........... .. .... .......... . .. .. . .. ......... .. ..... .. ... ....... 445 ......... . ............. .. .... ..... . . ......... .................. .... ..... .... . .. ........... .. .. ............ .......... ... .. .......... .... .. ..... . . . .......... ..... . ............. 15.... HDPE STO ... .. .. . ....... ... .... .... .. .... z . .. ........ .......................... . . ............. .... . ............ ....... ... .... . .. ... ... .. .. ... . . .... ..... ........... ...... .. .. ... .. .. .......... ..... 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I .... . . ...... ........ I .......... ............. ...... ................. . ....... ...... . I ..... .... . ........ . .... .. ......... ............ ..... ..... . ..... .. . . ....... ... . ....... -------------- - ...... . ....... . .............. . ..... ... .... .................. . ......... .................. ........ . . ........ . ... . ....... I—— .... ...... ... .. . .. ...... .. .. ..... ..... . n 00 r- LO r- -4- r- ___j_ r- -�4- r__ %d- CD oo CO 0) M r- " -1- CN 00 LO r__ (D 00 r- -4- C1 r- CD C) L0 C� , rf) C:) CD C14 Ln r-r-) C,-J q-) 0) U-) r�r� CN (D 00 CN 00 ................ 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"'P .. . . . ... ..... ......... . ............ 9. . ........ ..... . ... . ... ..... ... ...... ... .... ......... . .... .. . . ............... .. ....... ... . .... .. ...... .. ................... .. ............. . ... ........... ...... ................ . .. .............. . .... . ................ .. . ..... . . ..... . ..... .. ... . . . . .. ... ......... ..... . .... . ........... .... .......... . .. . .. . .... . ...... ... .. . . . .... .. ..... ....... ... .... ...... .......... . . ............ ........... ..... ............ ......... ....... . . .... ........... .... ... . . ..... . ...................... ..... . .... . .......... ....... ......... . ................... .. . .. ... . ..... . .. ... . . ................... . ........ .. .. .. ............ .......... .............. . .... . . .. .. .......... .... ....................... . ... . ........... ... ....... . .. .. Uj . ...... ... ........... . ... ....... ....... .. .. . .. . . ...... . -4- -d- ... ....................... -Rd- -1- -1- 1- WA tat- _-Zf 435 Nd- ltd- -4- 'd- d_ ------ . ........ ....... ... ....... . ..... UJI ................ ......... ... ......... ....... .. .... ... ... . ... . ... . . ......... . ...... ....... . .. ..... ..... .. .. ........ J ............... ........... ...... ..... .. . ..... . .... .. ........... .. .. . . .................. . ...... . ........ . .......... . .. ......... . ........... . ...... . .. . ................ ..... ............ ....................... ..... ................. .. ... . . ............................. ..... ........ ......... . . ............ .. .. -- - ----- - - ------------ - -------- 0 ... ............... ....... . .... .. . ........ ..... .. . ... ...... .... . . ... . ........ . .. ..... ........ . . . . ............ ....... .................. ... . ... . .. . ............ ! . .. . .. ............. .... .. . ..... ..... ....... .... .... . .. . ............. .. .. ... .. .. ...... . ... ............ . . ......... . . . .... .......... . .... . . ........ ................................... . .. ... .......... ........ ... ... . .. ... . .......... .... ..... .. . ......... ............................ ................ . .. . ... .... .. ... . ............ ................ . ......... .. ........... . ..... ..... --/—CDr-! - .. .... . .. . . .. ..... .. .. .. ..... ....... ...... . ....... .. .... ............... ......... . .... ..... . .. .. .... .. . ..... ... . .... ........ .. ... ... .... . . . .......... . .. . . ..................... .. ......... . . .... . . .. .... . ........ .. .. ..... .. . ..... .............. ...... . . . . . .................................... . .. ................ ..... . .. . .. ........... .... ...... ... ... ... .. .. .... ....... . ... .. .. ... ... .. ... . . ....... ................ ...... ........ . .......... ............. . ............ . . . .. .... .... ................. ......... .... ... �4 . ................... . . ... . ....... Cq ....... ... .... ... ............... . ....... ..... .. ........... .. ................ . ... . .. . . . ..... . ..... . . ...... . . .... . . ... ................ ......... . .......... . .......... .................................. .. . Z -- --STA.=18+18.74 .. ......... ..... ......... . ........... ... . ... ........ ...................... .... .......... . ............. ...... ..... . ... ... ...... . .... . .................................................. ..... .... ......... .... .. . . .. .. ..... . ... .. . ......... 430 ................................. . ... .. .. .... ............ . ........ ............. . ... .. .. . .. ....... . ............ . . ... . ...... ..... ... ...... ....... ... ... 15' HDPE -STORM -SEW. ........ ........... . ............... ................... _.11 ....... . .... ........ . .. . . . ........ . ............. .. ... . .......... .. . .. ....... ........... i ...... .. .. .... .... ... . ........ . .. .. ...... . .. .... .. ..... ...... ...... LJL_ 19' 3-94, ..... . .... ........................ ... ... . ...... . ... ... . ..... . .... ... .. ... ... ............. . . ... .. .. ........... .. .... .......... . .. .. . .. ......... .. ..... .. ... ....... . .... . . . . .......... . ........ .... . . ...... . . .. . . . .................. .... .. ........ ....... ......... ........................................ . . ....... .. . . . .......... ..... . ............. 15.... HDPE STO ... .. .. . .......... ..... ... .. .. . . ... . . . .. . ...... ... . ....... . A.=16+97. ........... ST, . .. . .......... ..... ..... .............. .. ...... ...... ... .... ........ � ...... ..... ....... .. . .. ... .. .. . ....... . .......... .. ..... ................. . . . . . . . . . ........ .. ... . ........ ........... ELEV.=41-9.89, ......EXIST. ..GRAD .�� . . . . . .......... .. . .. . .......... . ...... . . .. ........ ....... .......... ............ . .................. ... .......... ... .. .......... ...... STA.15+74 88+- ........... ....... .. ...... ..... INV.=432.17 ... ...... .. .... .... .... ..... . ......... . ......... ... .................. ... . . .. ......... ...... . ...... ... ..... .. .. .... . . ....... . .. . ... ........... 425 . .. . .... . . ......... .......... ................. . Nv.��444.08, ........... Vj Uj ...... .... ....... . . . . . . . ....... . . ..... ................ . . .. ... .................. ............................. ..... .............. .... . . . .... .. .. . .. .... . ......................... ... ............. ..... . . . ....... .......... ......... ........... 1' Min, ...................... ...... ..... .. ........... ............. ....... ... ...... ........ .... .... .............. ........ .. .............. . ...... . .. .. ...... ................ . .... . ....... .. .... . ...... . ........ .................. . . . ........ . ......... ........... .. ............. . . .. . ............ . ... ......... . ..... ... ... W) . . . . . ........ .... .......... . ........ .. . ........ ................... . . .. . ....... .... ..... .. . ....... I ........... ............. . . .... ........ ........ . .......... . . ....................... . ................ . ... ........ .. ........ ... . ---- ------- . . ........... . ..... ............................. . ........... .... . ....... . . . ......... ... .. .. .. . ........... . . .. .... .... .. . . ... .... .. . ............ .... . ... .... .... ... .... . .. .......... .......... .. .. . . .. . .... ... .. . .. ...... .. . . . . . . .. .... . ........... ..... ... .. ... . ... .. .... .. . ............ .......... .................... . .. .. . ...... .. .. ...... . ............ ... ....... . . ..... ..... .......................... .. ........ ..... .... .. .. .. .. ............. ......... .. . ....... . .. .... ..... .. .. . . . .. . . . ............ ....... ....... . .. .. . ............ . .. ..... . .. . ..... .... ... .......... . .. ..... .. . . .... .... . .. . .. ... .. .. ..... . . ................ .... ... ............. . ..... .......... . . . ..... . .......... . . . ....................... ... .............. ... ..... .............. ....... . ... ............. .. ........ ..... .......... .. .... .. . ........ .. .. ... . . . . ... .. ... ..... ......... ... ......... ... ...... . .. ..... 420 ..... . ..... .. ............ . .. .. .... . ..... . .. . .. . . ........... . . . ................ ........... . .......... . ...... ... .... .... . ............. .. ............ ......................... . .............. ... . ... .... ............ . .... ............. ........... . .... ... ... ..... .. . . .... . ...... .... .... .. .......... ................. . .... ..... . ....... ..... .......... .............. . . .. . . ......... . . ...... ............. ... ....... �-SEW. ..... ........ . . ... . ... ..... ..... .. ..... .... . ...... ............. . ........................ ........... ..... . ..... ..... ................... . ... .. .... ..... ....... . .... . . . ....... .......... . . .. ..... .......... . ............. . .... .. . . ................ ......................... . ........ ... .... ........... . . ..... ................. .................. . ... .. ...... .... .. .. .. ................. . ......... .. ..... ... .. -------- ........ . .. .. . ..... . ........ .............................. . ..... ....... .. .. .. . .. . ........ ...... .. ... .......... . . .. ...... ....... ... ................. . .. ... .... ........... ............ ............. ........... ........... . ......... . . ..... . * .... . 07.-86-- . .... ....... . .... . ... . . . .. ..................... ....... .... .. .. . ...... ... ..... . .. .... .. .. . .......... . ... ....... ... . . ... ....... . .. ..... .. .... ... ....... ..... . ............. ... .... ................. . . . ......... . ....... ... . ........... . .. . ... . .. .. .. ........... .. .. .. .... . ... .. ...... . ..... ....... .................. . . . . . . . . ................................. . ..... . . ... . . .. .... ......... .. . . ..... .. ............... .. .... . . . .. . ....... . ..... .............. ........... . . . .. . ...... ... . INV 41f.7;f 415 . .............. ...... .......... . ..... . .. . . . . .... .. .... . . ........ . .......... . . . ........... . ... . ..................... . ...... . . .. . ........... .. . ............. ................... ............. ...... . ..... .. .. ...... . -- ----------- ......... ... — - ----- ..... ..... ..... ........ ............................. ..... ... ... . .. . ....... ----- ...... ....... ...... . ... ...... tAj .... .............. .. . ..... ... .... .......... . .. . ..... ........... ......... .. ... .... .. 2.00% --IMARIETTA DRIVE STA 21+27.92 0 ELEV.=411.90 . ............ - ------- 400 .... .... 4 ------ - 00 15* HDPE-ST0RM-EEW;. 'STA'.-�'= 9+6018—' -- ---- 15" HDPE 10 SEW. Cn. 405 --- --- ---------- . .......... co 41 NV.=410;27------. 8m-PVC-SANtTARY-SE INV.17405.27 ------ -38 8 IN X 8 IN TEE 400 C) L6 C14 --- --- .... ..... ...... - ---------- ------- --- --- ------- 10 -00 ------- ... . ..... . .. 395 390 C0_1Cn____111 Uj — - — ------------ ..... ...... 385 380 n 00 r- LO r- -4- r- ___j_ r- -�4- r__ %d- CD oo CO 0) M r- " -1- CN 00 LO r__ (D 00 r- -4- C1 r- CD C) L0 C� , rf) C:) CD C14 Ln r-r-) C,-J q-) 0) U-) r�r� CN (D 00 CN 00 00 00 M 00 --;1- 00 00 d_ (.0 04 0� C'� CD r- -41 cli CIS 4 F, C_� 4 r") 00 64 0� ff") cl-I 6 to C11_j C-4 CN C-4 C-� 4 cl_� C_� 6,-- Uj V') -4- U-) -;I- --q- _14- t -4- -d- -Rd- -1- -1- 1- Nd- 11- _-Zf -d- Nd- ltd- -4- 'd- d_ UJI �+50 13+00 13+50 14+00 14450 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 0 'V-10NAL 4 4 4 0 co co Z z 0 C> P-4 1 1 1 1 E- CD Lij z -41 cli CIS 4 -Uujj- Uj UJI 0 Z z �4 P4 Uj z CD Cn W 0 io W) W.) UD 1" 4 4 4 0 co co Z z 0 C> P-4 1 1 1 1 E- CD CO 0 E-4 E-4 z CD 1--4 P4 P4 E-4 E-4 EH-1 E-1 WQ CD W W x U) DOM. PROJECT NO:14.0031 INDEX TITLE: SPt5 SHEET NO: 16 OF 38 DATE: 12/01/14 Lij z -41 cli CIS 4 -Uujj- CO 0 E-4 E-4 z CD 1--4 P4 P4 E-4 E-4 EH-1 E-1 WQ CD W W x U) DOM. PROJECT NO:14.0031 INDEX TITLE: SPt5 SHEET NO: 16 OF 38 DATE: 12/01/14 ON STREET PARKING LOCATION TABLE STREET (STA.) PARKING PERMITTED ON LEFT SIDE PARKING PERMITTED ON RIGHT SIDE DELPHI LANE (10 +00- 12 +00) YES NO DELPHI LANE (12 +00 -END) NO YES MARIETTA DRIVE YES NO DELPHI DRIVE (10 +00- 12 +50) NO NO DELPHI DRIVE (12 +50 -END) YES NO TERRACE LANE NO YES KNOLL LANE NO NO \ R A\ C\1 Cu si 5� A • Ss Q \ 0 v to LOT 255 LOT 256 LOT 257 LOT 258 #�� :' •, \ . °. 2,161 s 3,274 # '� ��'' ,'`,� Q .�: �:. �� . • � ,., d ;., • LOT 253 LOT 254 2, 509 s 2, 316 s f sf 4 049 s 2,85 To To 'e \ / f 2 - -$ off__ \ :�•• P s�A v - e Knoll Lane 12 +00_ j R ar mg paces o 3R - _ 13 +00 t •�,, s �� ` / 1l \`•24�__Alley/Utility Ease.l "' - J S61' 21 55-02-W 356.27 a 00 z 6 HOR NTAL C #2; 12" HOPE R = 1' \ L - . MYERS WE 1 L = 56 \ 4 "`� ic. No. 33028 W LOT 220 _ CD 7' 24' 55" _ _ 0 0 \ ' 3, �� 41 �0,�, / /k ` T # 2, 054 sf 1 1 2,147 s LOT 219 1 PI S 13+10 2 ~ ° t ''y \ 1, q, �, \oQ �' / N X5.00 f # 1 f 2,275 sf r- - _ - LOT 215 J, `, \ `S'S,I 119.30 _ # LOT 218 LOT 216 3,720 sf ONAL I 1 # 2,468 s LOT 217 # 1 2 5g9 sf os, \• 1k �\ wc°v; tree a ne C; = 10 # f 2,382 sf E ! 1 Sin —S15 52W — — # l ! L,R i m 9 24.67 i wL" A rn m � O i e:wa #�•'• __ _ # - m fio CL a' P. i V „r 14A 8 0 ��- N "W 8..µ _ CG -6 8.•W Z z O U W..B - W" S - -_—__— ..W tSe G� ~i O a 14 `� �`°' 200 R '°�` `�`rt �✓ v, m 15" HDPEJ J/ CG -6 w A z `�i 15 H PE � o v� m w z m 30 0 30 60 90 `L A SCALE: 1 " = 30' o c °DO c 0 ui � m m m v m Z o O Private Alley cn U Knoll Lane Profile w w o Horiz. Scale: 1"=30' Vertical Scale: 1 " =10' 43 0 430 43o Design Speed = 25 mph; 130 VPD a�n 425 420 415 410 405 400 395 390 385 9 ____ -- HEIGHT flF OBJECT =3:5 __._______ ____- ..______ _._.,._......._.FINE -E)F- SIG --- I- •- ___.._.______ __.._. _ ___.._— ..._..._ �...._.. �:_..___.. _.___.______.__._._._._....____ E GRADE ' ' 50 10 +00 11 +00 12 +00 3-Board Fe Embankment Pointed BI ck Proposed EOP - - - - - - - - - - - - - - Painted Gla RCf V Op 18- HD IE WSE: 364- 43' 7 CG-12 15 HDP I uv� "Shoulder IT 1 OHT OHT Op- 0 OHT OHT OHT OHT 7 OHT OHT 8' Paved V OHT oviT -- OHT Solid Wlhit&� Exist. St a r Proposed 'j 2' White Skip Liu Line SE: .15 UF' OHT OHT ------ � - J OHT U Sign (Typ.y'*' _w/1- 4' cing 7. 200, Turn L n Solid White Line 100- Turn Lon of 2 C-4 150' Toper - - - _.. 1- "< (Reducll stou P int Ro&d Route 20 Existing -12'-T-h-rou Exist. Double Yellow` -U�Ies --Var.Width G WFFt 820' To SO- W potn"oad Exist --- Lone to.. Remoin --- --- lid It stom ft -Dr. Intx. "Cdiih6C_t_'*tCF�) FIS -1in6 12 yaternn-ain with Exiis -E-OP -3 ------- Ith R/N 64 Var. _Irw. SAI-GA 12"X8" TS&V Exi SL le Yellow Lines -- - - - - - - ;3-7-4- - SSpaLine' 310" Tronsft- n-- .--v:/-1.4' P i6� W_ !7:7: (Begin Tronsisition 75' z South of Coscadia Drive 66-rig State-Rogte 20) 30 0 30 60 90 n ri rl ri rl SCALE: 1 = 30' lax. Ht.= 61-/ fety Railing , rafl and SV.U-J III Easement Stone Fence f w/ Entrance Sign—\ AUTO—TURN VEHICAL PROFILE 9.00 21.42 Fire Truck — Albemalre Width 9.25' Track 8.00' Lock to Lock Time 6.00' Steering Angle 30.0' 3 AUTO-TURN EXHIBIT �SPNA)._ . ......... . .............. . ... . ... ....... ............... . - Var. Width RIW + —'0— 13+00 r) N11' 18' 46.09"E L02 4,7: FFE=382.8 BFE=372.8 Stone Fence w/ Entrance Sign and 10'X10' Bus Shelter Pressure Force Main (Design By Others) 3-800 Pointe, -- — — — — — — — — — — — — — -- /_ TIRE PATH � ,-CL TRUCK PATH WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ---------------- EXISTING SUBBASE PROPOSED SUBBASE ----------------- -------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1 %z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1%z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315,05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07(0) OF THE SPECIFICATIONS. XVE)ar ROAD AND BRIDGE STANDARDS SHEET I OF ET REVISION DATE 303.02 I 1 ' VDOT STANDAR SP16A) Not To Scale Exist. Exist. 12' Through 12' Through Lane Lone GRADE BREAK SHALL OCCUR AT THE EDGE- OF THE EXISTING THROUGH LANE. PLEASE REFER TO CASCADIA DRIVE R(OAD PROFILE ON SP10 FOR WORE DETAIL. Existing Superelevated Section PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 DETAIL Variable Width Public Right-Of-Way 12' Turn Lone 2% SPECIFICATION REFERENCE 315 10' Shoulder (8' Paved) 2" SM 9.5A* 8% Max. SEE )UP-2 8; DETAIL ABOVE d Refer to plan for turn lone, though lone, and shoulder location. Section shall comply 8" 211-A* with VDOT standard for Urban Minor 6" BM 21.OA* *Section to be in Arterial Street System (GS-6). COMPACTED SUBGRADE-/ accordance with VDOT 1 95% COMPACTED Standard WP-2 Detail 8v and shall at least match the existing pavement 30 0 30 60 90 structure of Route 20. Im n N rl TYPICAL CROSS SECTION DETAIL FOR STATE ROUTE 20 SCALE: 1 = 30' �SPWA/ NOT TO SCALE z t ai ai m co V0 n ;r 'i N W. No. 33028 LAL . k6 UD 1 'X9' Parl, ing paces rafl and SV.U-J III Easement Stone Fence f w/ Entrance Sign—\ AUTO—TURN VEHICAL PROFILE 9.00 21.42 Fire Truck — Albemalre Width 9.25' Track 8.00' Lock to Lock Time 6.00' Steering Angle 30.0' 3 AUTO-TURN EXHIBIT �SPNA)._ . ......... . .............. . ... . ... ....... ............... . - Var. Width RIW + —'0— 13+00 r) N11' 18' 46.09"E L02 4,7: FFE=382.8 BFE=372.8 Stone Fence w/ Entrance Sign and 10'X10' Bus Shelter Pressure Force Main (Design By Others) 3-800 Pointe, -- — — — — — — — — — — — — — -- /_ TIRE PATH � ,-CL TRUCK PATH WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ---------------- EXISTING SUBBASE PROPOSED SUBBASE ----------------- -------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1 %z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1%z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315,05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07(0) OF THE SPECIFICATIONS. XVE)ar ROAD AND BRIDGE STANDARDS SHEET I OF ET REVISION DATE 303.02 I 1 ' VDOT STANDAR SP16A) Not To Scale Exist. Exist. 12' Through 12' Through Lane Lone GRADE BREAK SHALL OCCUR AT THE EDGE- OF THE EXISTING THROUGH LANE. PLEASE REFER TO CASCADIA DRIVE R(OAD PROFILE ON SP10 FOR WORE DETAIL. Existing Superelevated Section PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 DETAIL Variable Width Public Right-Of-Way 12' Turn Lone 2% SPECIFICATION REFERENCE 315 10' Shoulder (8' Paved) 2" SM 9.5A* 8% Max. SEE )UP-2 8; DETAIL ABOVE d Refer to plan for turn lone, though lone, and shoulder location. Section shall comply 8" 211-A* with VDOT standard for Urban Minor 6" BM 21.OA* *Section to be in Arterial Street System (GS-6). COMPACTED SUBGRADE-/ accordance with VDOT 1 95% COMPACTED Standard WP-2 Detail 8v and shall at least match the existing pavement 30 0 30 60 90 structure of Route 20. Im n N rl TYPICAL CROSS SECTION DETAIL FOR STATE ROUTE 20 SCALE: 1 = 30' �SPWA/ NOT TO SCALE z t ai ai m co V0 n ;r 'i N W. No. 33028 LAL . k6 UD U, z I C"D C) E-4 C:) DCL4 U CD CID O C> E- III NEEME ;;,41 M 0 W W z M CD W 0 0 _j 6 co INDEX TITLE: SP16A SHEET NO: 18 OF 38 DATE: 12/01/14 C"D E->-4 -1 E-4 C:) DCL4 O CID C) E- Z CD E4 O C\2 E-1 E-4 M CD E-4 E4 W W X DOM. PROJECT NO:j INDEX TITLE: SP16A SHEET NO: 18 OF 38 DATE: 12/01/14 45( 44.` 44( 43° 43( 42: 42( 41.` 41( 40. 40C 39: 39C 385 38C 375 37C 17 395 390 385 380 375 370 365 360 355 395 400 8 8A 400 410 SCALE: ,�, .__.._._. ...._ ...... .... . .............. ... ....... ....._ _.._.... _ ................... ..._ ... .... , ................ ............... .... .........._...._._..... .._ ...... _............._..oa... m.......__ ...................__._._.... ......................_........ �r> c,i..It1- (z _...... .... ._ L,, 390 395 ............__......_._._._._............._.. .....I....---- ................r . _ ..... ........ --- 00 ........_._._......_.................._... — ... .................. ........................_...pp, ............................... ° J.. 395 405 PROPOSED GRADE _...__._..___....__...._... -.1 _... ............. ......_...... .... ...................._._.-__ ---.......... ........_._._.....I 0 .......... .._................_.__.... . ll............_............_._._............ .... ............... .- ...._...._...........t .. .t ._ .........._...... . . . M .I... . ..... 365 w/ fill compaction results prior to road acceptance. E -_ ______.____.__..___________.___ ......_.................._._._._...._.......... .... ... ....... .................... .... ..,.. ..... ...... .......... .. ..... �--.7j ._-__...__-.............._........ ...-.om............... .. ................ ._.._. ................ - -_ ...-- ........ .........._ Q 0 400 385 390 POSED 390 GRADE __. _.._._..__...___._._ .__ _. 380 385....8".... _ ................... .... .-- .... ......._..............._... ... _.............................._......................_._............._.... DIP.. WATERLINE..._._._..__._...._.. rte - _.......___.._._....M ....................._...._._.. ......_. 385 395 ___ .._ ._....STA:=11 +02:83-_ _....- ._....STA. =10 +12.59..._ _ ............................... ............ ....._......................... .__._._..._.._. ........ ...._.._ _. _ .. - -_- - l �[ = 64.9 ....... . ::- ........ ...... NV:= 383:87::: :.._..: : ::.:::.. ........ . .................. 50 10 +00 ...........1.�......M .._........__.......... ..__. ........ _._....._.......__ _. 375 380..._ ................................_...._._.__..._...._._...... ..............__............... _- --`� - -. "...... -- ... 380 390 38,80._...- .....15.....NDPE.. ®..3.40%.- ......... �.- ..............XlS1 :::GRAD: :.::.::.: :.: :.: :: 370 375 . ... ........_........_......._ ................_._...._.-............._...._.........................................._._....................................... .........- ..__...._..._._.._. .. .........................._._.. _..._._ .... ...._.............._.........w. co . .............._................ 375 385 . ...... ........................_................. _ .... _ ................. _.. ..... _ .... .... .... ...... . ..... _._.__...._ ................................_......... ......................._.._.... ......._.._ ..... .................................... .._............................ ........ ...._ ... .......... 365 370 .......................... _.................. -.__........_......._........... ....... ...... .. _._...__._..........__._.._._.: 370 380 M ... ...._ ........... _.. .... ....._. _........_ ............... _ .._ ......_ .................... o... o.._ ............................... co � . 360 365 o+ .........................._._......._...._.......... .........__._...._............_ .. ....... . it ::_."?.._''2._...._._._......_. ...............o _. + ................._............. . ii : :: 365 375 .. ..._.... -_ ... ..... ......................... .........I.._...._....._....... . ......__ ..............__._._ .........._..__._._....... -[r.. o.. ?_ ?...._._.._._........... _.._. ....._.._................._ll.. 355 360 .........................................................:........ ............................... .. ......._.._.... .................... ..._... .... ........ _.__......._................._. _.in -........_.. .....__._...................... �, z 360 370 9-H50 10 +00 zz z _._.....__._ . _..___........._..._ _..__..�- Z_Z- .___._._._._ _ _ _........_......_._._.�- 365 9+ kiwi 450 445 440 435 430 425 420 415 410 405 400 395 G•1 G:1 375 370 380 375 37C 365 360 355 350 345 340 9d 39 39 38 38 37: 371 36: 36( 405 m � «, ......_ 60 90 35 r■ M■ tt SCALE: ,�, .__.._._. 1 _ ........ ......._...�._..._____.... ____._M.p___._._. ..,.____._.__._11. M._._ _. _...... .... ._ L,, excavate recently laid CD std. 21A stone in an 8'X8' o.c. -'-'-'PROPOSED,- GRADE __._..._..._� centered on the inlet. Contractor shall repeat this _ ....... ... _.__ -___ - - -8 " -- DIP- WATERLINE. PROPOSED GRADE _...__._..___....__...._... -. EXIS '-- .._... A'.'=i0= F25�8Y,.—� -.: 365 w/ fill compaction results prior to road acceptance. E -_ ______.____.__..___________.___ ____..__._ .._.HOPE•- _� ::.�:� 7 % : :�_� ::::: W 0 __._......._.._.._. ....... . ......._....._- _........._._... __. _.._._..__...___._._ .__ _. �•v__.___._......._ ._. _.. 00.___...... o _. rte - _.......___.._._....M 10 CO _. __.__ _....__.__._.__.._.._____._____ _ ___ .._ ._....STA:=11 +02:83-_ n..._._,.___._.__._._.. D --- ------- .__._._..._.._. ........ ...._.._ _. _ .. - -_- - l �[ = 64.9 50 10 +00 450 445 440 435 430 425 420 415 410 405 400 395 G•1 G:1 375 370 380 375 37C 365 360 355 350 345 340 9d 39 39 38 38 37: 371 36: 36( 405 30 •■ •■ i■ 0 30 60 90 35 r■ M■ '// SCALE: ,�, .__.._._. 1 sa 1 / 1 / 1 ' . ■n ■r ■n ■n ■ '' ■.■, ■.■.,■. GRADE SCALE: V: 1 10' •1 ,� I•': W-8141 Nal 2A ON 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 335 . �- - Optimum Moisture Content. 380 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & ,�, .__.._._. shall consist predominantly of soil & be placed in sa 375 layers not more that 8" thickness before compaction in placement of fill, L,, excavate recently laid fill and install compacted VDOT std. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an P PROPOSED GRADE 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT 365 w/ fill compaction results prior to road acceptance. E c W 0 8_ ::D IPw1�i1ATERDI�E _..._. __ -.. _......_..........._.___.____ __ _. __.__ _....__.__._.__.._.._____._____ _ ___ .._ ._....STA:=11 +02:83-_ ___..._..._... ... ..._._..____.....__._ _..... .__._._..._.._. ........ ...._.._ _. _ .. - -_- - l �[ = 64.9 ..__. ........ _._....._.......__ _. ___.._- ...,...__.. „.. __.___........._......,..___ 46.5 _... _ _.__.----..__.... _ ............._........._..__cz 7�. ---------- Lo M I------ .. it _.. ._.__._.._......._.__..._.__._. _._......__._ IL. O_ ZZ. ....... ...... .__.____._.__.___- _..____.__11 ..___.._..�. _.___.__...._..._..__..._._.__. __.. U0 zz z _._.....__._ . _..___........._..._ _..__..�- Z_Z- .___._._._._ _ _ _........_......_._._.�- >_ >- .__....___.__._.. __._._....____. ..__.._.._._.._.._.i...._ -__.�- - 50 10 +00 11 +00 * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 380 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive uniform 375 layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDOT std. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an P 370 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT 365 w/ fill compaction results prior to road acceptance. E Notes: 1. Inlet shaping IS -1 hall be provided for P 9 ( all structures with a 4' or greater drop. 2. Saftel slabs — SL 1 shall be provided ovld ed for I Y al P structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. 395 380 375 370 365 360 355 350 345 340 C E tic. No. 3302 <0NAL A r co j _ 'El EO m n�NNCp o rO t S C O o� 0 U C'ja ■� C s - U V •0) ■C E c W 0 E tic. No. 3302 <0NAL A r co m Z o O WA U C U U L 1L> .> U V f1 i, a m 0 w U w 2 U M i= m 0 w z CD U) w C1 0 U2 W U Eff looms, REEME 390 385 F'' O I � 380 Z 00 U) W r� _a 375 Z 370 C) 365 a � W 360 Q � � co 355 Q E--, O �n N H UD 350 Z Q 345 w J 340 W W DOM. PROJECT NO: 14.003 INDEX TITLE: Storm Sewer Notes: Minimum Cover: 2' Minimum Separations (Vertical): SPt 7 Waterline: 1' Sanitary Sewer: 1' SHEET NO: 19 OF 38 �6��J DATE: 12/0,/14 30 0 30 60 90 n n n n rl F I U U 9:4 U U IL ZZIF SCALE: H: 1 " = 30' 10 0 110 .20 30 rl rl rl 1M n 19- r i P LUU-XI Ll k: SCALE: V: 1 " = 1 O' 465 . . .. .. .. ........ . .. ... .... ..... ...... .... ...................... .... .... .. .. ....... .... .................. . .......... . ... . ........ . . .... .. .. ..... .. . . 415 9 415 420 415 415 410 410 405 ........... I .. ..... . ............... - ---------- I ............ ......... . ......... 400 400 395 410 .. . .. .. ..... .. .. .. .. ...... . . .. .................................... . ....... ..................... ........... * . . . .. . . ............... -- --------------- - ------- ......... . .. ... ........ .................. . ..... . ..... .... ............ .......... .. . .......... 41 0 380 .............. ............ .... .................... ................ 11 ............. . . ........ I ------- - --------- ........... . ... .. . ... . .... . .... . . .... . .... ........... ........ .............. 370 370 ..... ..... ....... ....... .............. ...... I . . ........ -- - - - ----- - --------------------------- -- ---------- . ........... . . 0 . .......... ......... ... ..... . ..... ... in efforts to reduce the risk of settling, Contractor shall provide 'VIDOT 405 ILL� .... ...... .. . . . . . ........ . ............... .. ... ............... ... .... .... .. 405 . .. . . ........ ........ . ...... .................. . .......... . .... ........... . ... .......... SO --DIP .-WATERLINE—, PROPOSED-GRADE . ........... ............................. .. ...... .. ... ... I....., ............ .......... ..... . ......... . ........ . . . ..... .. ...... .. .............. .... ............... .... . ...... ... ........ ... . . .... . ....... . ........ . . . . ..... ,, . .................... STK�klQ+24,'45. _ ..... .. . ...... ....... ...... . ... ....... L= W 400 . . ..... INV.=395.64... I . ....................... 400 .......... ..... ........... . ............. ......... .. .. .... .. .. .............................. . . � ......... . .... .......... ............. X ST. GR4 . ...... ............. . . ..... .. .. . ... .. .. .. .... ..... ......... . . . . . ..... . ............ . ..... . . ............. ............. ...... . ....... . . . . . . . ... . .... . ... ....................... . ... . .... . .... .......... .. . M ....... . . . . . . . . ..... ................... ........... . . .. .. . . .... .. 395 . .. . .... ... . ..... ...... . ....... .... ...... . ..... ... ........ ........ .. 11 ........ ... ...... . ... .............. .. .... .... .. .... ........... . 395 415 .. ........... . . . ... .. ............ ... . .. ......... . ....... ....... ......... ............ . . . . . ..... .. . ........................ . . . .. . .. . ... . ... .. *..*.".. . . .......... ; . :.. .. M 390 .. . .......... ............... . 1-1 .. . ......... ..... . .... .... ....................... .. .. ...... . . .... .... ... .............. .... ............ .. . .. ....... - ... .. . ... ... ....... . .. . . ... .... ... ... . . .. ... ... .... .... .. ... .... ..... ......... 390 .. . ........ ....... .. ...... ..... . .. ........ ......... .. I ... . ............. .. ........ .. .. . . . .......... . ........... ......................... .. .. .... ..... ...... . ........ 390 ............. W..-...-- _.. _1 . . ..... W .... .............. . .. . ... .... . .... . .. . ...... . .............. . .. .... . . . .... ti. U_ . ..... . .... .... .. .. .... ... I ... . ................... ... 3 8 5 ---- ------- --- - * .. .... .. . . ........ Cn . .. .... * -- ------------ - --- ................ . . . . . ..... ..... .. ....... ....... ... . ........ ...... 385 E 0 O.M, ................ . . ...... . . .. .......... I IN ...... ............ r- .......... . . . i�A M —ZZ Z------ 385 cp: ...... ....... .. .. ..... ..... .. . . 50 10+00 380 ............... ......... .. ...... .............. ...... ---- ----- + 'a .. . . . .................. . ... 380 380 ... . . . ........ .......... ........ . ... ....... . ... ..... . ...... ......... .......... .......... . . .......... ....... .. ........ .......... . ... ........ .. ............... . ........ . . .... ...... ... ........ .. . .. .. ............ W... ... . ............. ..... ... .. ... . . 11 .......... .......... ... . . . . . . ............ a . .. . .. .......... . . ... 0 Z ............ .............. . Wd . ... . ... --) 0 .......................... .. . .. .......... .... . ... .. ....... PRCPOSEDGRADE_ 375 ... d-.-.-,-, ... ........ . ...... .. .d .......... .......... > > z ..................... > Z 7 -7 C7, 9-H50 10+00 ............. I ........... �43� �43A� �431� �44 ..... .... . C-4 1 — - - - - - - Lo 6� . ... . ............. ........ ... .... . - - I . . ........ ..... .. .. .... .... .. I .............. . -, E 1tUU............ ....... . . . ............ .. .......... ..... ...... . ..... ........ ... ........... . . .... ..... . . ................................... .. . ............. . . . . . . I .. . ........ ........... ... .... . ............. ............ .. .... ........................ .. . ... � 61 .. .............................. . . ........ . ........ 455 .. . . .. ............. .. .. * .......... .. .. . - im::2 . ..... . .... ........ ... ................. . . . ... I I ...... ... . I . ....... . .. .... ....... I ........................ ...... ... . . .. 1. I .. .......... . .. I ........ . ............. In- .... ........ . ....... . . I ......... . ...... .. . ........ 450 . . . .. ............. .... . . .... . .......... ...... .... ....... .... . .... ......... . .... .............................. . ......... .. ......... . .. . ... . . .......... ........ ... ....... . .. . . .... . ............ ....... . .. ............ .................... .. ... ................ I .................... .. ............. ......... 445 435 HU 430 425 420 415 41 0 405 9-H50 420 415 410 405 400 395 390 385 380 375 370 9+ ......... ......... . ... .. . . .......... .. I .... . ... . ........... ........ .. . .. . .. . ..... .. I .................. ... ... ........ . ............. .. ................ .............. ..... .......... .... ... . ... ......... . ...... . .. . .... ............. ...... . . ... . ........................... .... ..... ....... ...................... . ...... .... ........... .... . ....... ........... ...... . ..................... ....................... . ......... ........... EXI 3T. "'L GRADI . ............. ......... ..... .. . . ............ . ...... . . ........... ............... . 11 ...... . ................. . ... ........... . ........... .. . . ......... ............. . .. . ........... ......... ........... . ... .. . .................. . .. ... .................. .. ..... ..... ......... .. .. .............. . .. . ..................... . . . . ..... ............. . ...... . .. .... . ..... . ....... .............. . . . .... ................ .............. . . . ... ............. ... . . . ........ ........................... ........ . ......... . . . . ......................... ....... . .. . ... .. ... ....... ....... I .... .. .... ........ . ..... . ......... ...... .. ..... ........ . .... . ..... . . .... . ...... ... .................. .......... I . . . . ............. . ..... .. . ............ . . ....... . . .. . ..... . .. ... ... ................. ...... ....... . ............... . ... ................ .... .. .................... . ..... .... I ........... I10+00 L8" PVC SANITARY SEW. 11+00 STA.=10+35.43 INV.=419.29 (26*> C53) 420 420 415 415 410 410 405 405 400 400 395 395 390 390 385 385 380 380 C) 375 370 370 CL 9+ in efforts to reduce the risk of settling, Contractor shall provide 'VIDOT w/ fill compaction results prior to road acceptance. ------ .......... . ... .... .... .. . . ......... . ......... ............ ... . .. . . ........ ........ . ...... .................. . .......... . .... ........... .............. . ...... ..... ... ............ . ... . .... ......... . ........... ............................. .. ...... .. ... ... I....., ............ .......... ..... . ......... . ........ . . . ..... .. ...... .. .............. .... ............... .... . ...... ... ........ ... . . .... . ....... . ........ . ..... .... . ............... . .......... W N co 00 r*1 Ln (6 04 C4 V) + .......... 50 10+00 .... . .. ..... .. ................ . . I . . . .... .. .. .. .. .............. ...... ... ... .......... . ........ .... . ...... X ST. GR4 . ...... 405 ..... .. .. . ... .. .. .. .... ..... . ........ ............... 460 . . ........... I ............. . .... ... . . . .......... .. . ......... ... . .......... . ...... . ............................ ... M ....... . . . . . . . . ..... ................... ........... . . .. .. . . .... .. . ..... ........ . .. . .... ... . ..... ...... . ....... .... ...... . ..... ... ........ ........ .. 9 ........ ... ...... . ... .............. .. .... .... .. .... ........... . 400 415 ......... ............ . . . . . ..... .. . ........................ . . . .. . .. . ... 400 . . .......... ; . :.. .. M .. . . .... ....... .. .... ......... ........ . . .. . . .. . . . .... ..... . . . ........ ..... . ...... ... ...... .......... . ........ . ... ............ . . . ........... ... .... . .. ... .... ......... . ... .. . ........ ....... .. ...... ..... ............. ....... . ...... . ...... _STA-�_10f24-.35 INV-.-412.9_Q_ .. .. .... ..... ...... . ........ 390 ------ ----- ... U)—U— LC to 0 ... I ... . ................... ... 00 00 co .... ....... . ...... .. . .... ....... .. . .... ................ . . . . . ..... ..... .. ....... ....... ... . ........ ...... .... ........ ............... E 0 O.M, Cr 1455 .... . . .. . . ...... .. - .. . ........ . ..... .... ......... .. —ZZ Z------ 385 405 > 50 10+00 420 420 415 415 410 410 405 405 400 400 395 395 390 390 385 385 380 380 375 375 370 370 21A stone base is installed between the existing ground and the 9+ 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive unif'orm layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VIDOT std. 21A stone in an 8,X8' o.c. compacted 21A area centered on the inlet, Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling, Contractor shall provide 'VIDOT w/ fill compaction results prior to road acceptance. ------ .......... . 12+00 4� 4� 4 I" 41- 4'e 4'� 4' 41 4C 4C 3� 3S 3E 3E �4 A) �45� .............. ............... .. . ... . .. . .... ... .. .. . ................ .... 1 . ............. .............. .. �46� �47� �48� -00 . . .. . . .. . ...... . ....... .. ..... .............. .. ..... ................... ... to ....... . .... ..... ...... LU - - - -------- .... .... .. . ....... . ........ . .. .... J_ ... ........................ .... . ....... ........ . . 465 ... ... .. ... ... -,0 ........ .. ........ ................ . .. .... ... .. . .......... . . ........... I ...... ... ... ... ... .... ......... . ...... . . . .............. ........ .... . . . ....... ........ . . . ............... . ................... . . .. . .. ..... . ........... Do . ....... . ..... . . ........ .... ...... . ................ ..... ..... ........ . 1. .... ... .. .... ..... .. . ... .. ... . ..... .. .... ..... .. .. ..... ... ........... .... . . ... .... .. ... ....... . . ............ AWj F a .. ..... . ...... ------ .......... . ... .... .... .. . . ......... . ......... ............ ... . .. . . ........ ........ . ...... .................. . .......... . .... ........... .............. . ...... ..... ... ............ . ... . .... ......... . ........... ............................. .. ...... .. ... ... I....., ............ .......... ..... . ......... . ........ . . . ..... .. ...... .. .............. .... ............... .... . ...... ... ........ ... . . .... . ....... . ........ . ..... .... . ............... . .......... W N co 00 r*1 Ln (6 04 C4 V) + .......... 50 10+00 .... . .. ..... .. ................ . . I . . . .... .. .. .. .. .............. ...... ... ... .......... . ........ .... . ...... X ST. GR4 . ...... 405 ..... .. .. . ... .. .. .. .... ..... . ........ ............... 460 . . ........... I ............. . .... ... . . . .......... .. . ......... ... . .......... . ...... . ............................ ... M ....... . . . . . . . . ..... ................... ........... . . .. .. . . .... .. . ..... ........ . .. . .... ... . ..... ...... . ....... .... ...... . ..... ... ........ ........ .. 9 ........ ... ...... . ... .............. .. .... .... .. .... ........... . 400 415 ......... ............ . . . . . ..... .. . ........................ . . . .. . .. . ... 400 . . .......... ; . :.. .. M .. . . .... ....... .. .... ......... ........ . . .. . . .. . . . .... ..... . . . ........ ..... . ...... ... ...... .......... . ........ . ... ............ . . . ........... ... .... . .. ... .... ......... . ... .. . ........ ....... .. ...... ..... ............. ....... . ...... . ...... _STA-�_10f24-.35 INV-.-412.9_Q_ .. .. .... ..... ...... . ........ 390 ------ ----- ... . ... ....... . .... I- ..................... . .......... . ...... .. ... I ... . ................... ... .. .............. . .... ....... . ...... .. . .... ....... .. . .... ................ . . . . . ..... ..... .. ....... ....... ... . ........ ...... .... ........ ............... E 0 O.M, I& 1455 .... . . .. . . ...... .. - .. . ........ . ..... .... ......... .. ------ 385 405 .. . ..... .... .. ...... ... 385 ...... ..... .. ........... I ....... ....................... ... .............. . ... ............ . .... ... . .. .... ..... .. 0 ...... .... ................ .................... .......... . ........ .... ... . - r1j lq 9 . . . . .. .. .... .. .. ... . ........ n. to .. ..... ........ ... .... ......... ...... ...... . .............. 380 ... . . . ........ .......... ........ . ... ....... . ... ..... . ...... ......... .......... .......... . . .......... ....... .. ........ .......... . ... ........ .. ............... . ........ . . .... ...... ... ........ .. . .. .. . .... ..... ... ..... .. .. ..... ..... ..... . .. . ... . ....... ................... .......................... .. . .. .......... .... . ... .. ....... PRCPOSEDGRADE_ .... . ... .. . . ..... ...... .. .... .... .. ... . .. ........ ... .. ... . ... .... . .. . . . . ...... ... .. 375F ............. I ........... .. ...... . ........ . ..... . ... .... ... ................ 9�50 .. ...... . . . .... ... .. .... ....... . .. . .... .... .... . .. ........ ........... 390 . ... . ... .. ... co 00 00 - ----- ----- -- 390 9-1�50 .... .... ... ....... . ..... ................. . . . . .......... . ....................... . ....... .... .. .. . . .......... ......... . . ... ........ ... ............ . ..... .. ....... .... ................ .. . ...... ... ....... .... . . .... .. . .. ..... ......... ...... . ..... ....... . ... ............. .. ............ . . .. . ..... ................ ..... . . . . . ... ..... .... 450 . . ....... . ..... . . ............. . .. . ... I ............... ...... ....................... . ........ 0 ..... . . ...... .. .. ........... I ......... ....................... . ....... .. .. ....... . . ........... . . . .... .. ......... . .. ............. ........... ....... . . ..... . . ................ . .. .. . ... . ....... ............. ............ ........ . ...... .......... ....... ....... . ............... . . . ......... .... ............. .................... ... . ....... ... ..... . . .. ... ..... ... .... ........... .... .................... .... ...... .. .. . ........... ....... .................... .... ......... ..... .. ................... ................... ............ .. ...... . . .. ... . .. . .... ............ ..... .......................... . . .............. . . .... . .............. . .. . .. .. ......... .. . ..... .. . ........... .................. . ....... ....................... ............. .... . .. ................... ......... . .. . .... ... ....... .. ... ... ........ . ....... . ... ............ . . . . . . . . . . . in. 445 ....... . ..... ........... ....... -- - ------ .... . ...... .................. ......... . 11 . . .. ... . .... ...... . DIP WATERLINE .. . ...... . . . ...... ... . ..... ... . . ..... ......... ........ 8" DIP WATERUNE .. .. . .......... ...... .. ��01-04 12 ;TA.- +42 11 ........... .... ..... ..... .... .. . ..... ... --- . . . ........ .. .. ............ ........ . . . ...... .................. . .... ................... .. HDPE . .... . @ 07- STA.=14+82.69 INV.=446.03 .... . ............... .. ............ 04 ............ . ........... b?E 0 6.6, ..... .......... .... .. . ... ...................... . ... . . .. .... ........ ......... ............. . .. . . . ........... .. ..... . ... 440 ...... . ......... ... .... ..... . . .. ..... .... ....... . .... ? ..... . .. ......... ........ .... .. . ...... . ...... ...................... ........ ....... . .... . . ..... .. .. ..... .............. .... .. . .. .... ... ... .... ..... . ...... . ........ ..... ......... . . . ..... ... ... ............. . . ... . ................ . .... . ...... ... ................ ........ . ........ . ... . .......... .. .. . ........ .. ... ....... ..... . ....... .... .. . .. ................ ... ..... ................. ..... . ......... .. ... ............ ... ......... . . ... 435 M i -1430 . . . ....... . __2W i2o 5" Hui 1- 425 420 - ------- --- _0 CAD 415 =C V) 00 0� re) (O _-, + --------- - 0) It 410 . .... ...... Z_1Z_ -_-� ----- ----- 01 U) Z--- 405 13+00 14+00 (511� 5 n1A Notes: 1. Inlet shaping (IS-1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL-1) shall be provided for all structures taller than 12' 3. ST-1 steps shall be provided for all structures with a 4' depth or greater. 420 445 415 440 410 435 405 430 400 425 395 420 390 415 385 410 380 405 9+ 375 370 IN (58A� ...... . . . . . ................... I .......... ... ........ . .... .. ........ ... . .. . ............ . ........ ... ... ............ ... ... .... .... + .............. ............... .. . ... . .. . .... ... .. .. . ................ .... 1 . ............. .............. .. .... ... .... ........... ......... ......................... ... .... ... .... . ... ................. .. . . ...... .... .. . . .. ....... ...... ...... ....... . .... .................... ........ . . . ........... .. .. .... -00 . . .. . . .. . ...... . ....... .. ..... .............. .. ..... ................... ... to ....... . .... ..... ...... LU - - - -------- .... .... .. . ....... . ........ . .. .... J_ ... ........................ .... . ....... ........ . . 420 -PROPOSED-GRADE CD -1-7 420 ...... .. ...... .. .. ......... ..... in ............... 4 r" ......... . ................ ............ 0 . . . .......... . .. . ........ ... .... . . .. .... ...... ...... ..... A .... . .. ... . .. ...... .... M . ....... AWj F a .. ..... . ...... ------ 44 PE . ..... . . * ...... ,""', " "' "' . ......... . .... . . ..... . ... .. .. ... ...... . .. . I 415 I..... ... ............... I 1-1 .. ........ —07U --- ---- -_- - rVL; _S= I AK T __00 Z)LVV. . . ............. ..... ................... . ... .... ... ... ....... . .. ...... .. . . . ..... .... . . . ......................... ........... N co 00 r*1 Ln (6 04 C4 V) + .......... 50 10+00 Notes: 1. Inlet shaping (IS-1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL-1) shall be provided for all structures taller than 12' 3. ST-1 steps shall be provided for all structures with a 4' depth or greater. 420 445 415 440 410 435 405 430 400 425 395 420 390 415 385 410 380 405 9+ 375 370 IN (58A� ...... . . . . . ................... I .......... ... ........ . .... .. ........ ... . .. . ............ . ........ ... ... ............ ... ... .... .... 0:� - tz .. .............. . .............. ............... .. . ... . .. . .... ... .. .. . ................ .... 1 . ............. .............. .. .... ... .... ........... ......... ......................... ... .... ... .... . ... ................. .. . . ...... .... .. . . .. ....... ...... ...... ....... . .... .................... ........ . . . ........... .. .. .... -00 . . .. . . .. . ...... . ....... .. ..... .............. .. ..... ................... ... to ....... . .... ..... ...... LU - - - -------- .... .... .. . ....... . ........ . .. .... J_ ... ........................ .... . ....... ........ . . 420 ------ CD -1-7 420 ...... .. ...... .. .. ......... ..... in ............... . ....... . .......... ..... .. .. .... ... r" ......... . ................ ............ 0 . . . .......... . .. . ........ ... .... . . .. .... ...... ...... ..... A .... . .. ... . .. ...... .... M . ....... .. .. .. ...... ..... . ....... Q_ ............... . .... . .. . . ...... . ........ cy. ....... . . ............ ... ............ ......... .. .... ....... .. ..... .......... . ..... ------ 44 PE . ..... . . * ...... ,""', " "' "' . ......... . .... . . ..... . ... .. .. ... ...... . .. . I 415 I..... ... ............... I 1-1 .. ........ ..... .... . ..... .. . ........... ................ . rVL; _S= I AK T __00 Z)LVV. . . ............. ..... ................... . ... .... ... ... ....... . .. ...... .. . . . ..... .... . . . ......................... ........... 410 * * * Ln (6 04 C4 C14 + .......... ............ . ..... ... .... . .. ..... .. ................ . . I . . . .... .. .. .. .. .............. ...... ... ... .......... . ........ .... . ...... X ST. GR4 . ...... 405 ..... .. .. . ... .. .. .. .... ..... . ........ ............... 0';4 ------- . . ........... I ............. . .... I—— ... PROPOSED GRADE77 . . ....... . . ........ ..... ............. ..... ............. . ... . ....... .. .. . ..... ........ ............... .. . . ......... .......... 150 10+00 Storm Sewer Notes: Minimum Cover: 2' Minimum Separations (Vertical): Waterline: 1' Sanitary Sewer: 1' 445 440 435 430 425 420 415 flo 105 380 375 370 365 360 355 350 345 340 9+ 445 440 435 430 425 420 415 410 405 400 395 390 385 380 425 �27� 425 . ......... I ............ ... ... ... .... ......... ........ . . ........ ............. . -00 . . .. . . .. . ...... . ....... .. ..... .............. .. ..... ................... ... to ....... . .... ..... ...... ..... . ............ ..... . . .. . .. .......... .... .... .. . ....... . ........ . .. .... 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Z z ------- CO z �D z 0 RQSEP A, E ---- -- . .. ...... ------ --___ ----- E— 0 1,82%- - Z IST 8"--PVCSAN-- -SEWER- cc:) PROPOSED-GRADE . .. ........ . - ------ 0-0 . . ........ . ..... . .... . . .... . ..... . ...... 5-08% 01 000) 8 27-'-, _B DPE'� - ----- 8' DIP -WATER LINE—/ ------ 3-C"O4- --------- _.-S + TC', V) Uj ---------- 50 10+00 0, ...... U- 00 i;i C4 co co 00 00 - ----- ----- -- — --------------- + I0 z z 0 >-> V). r5O 11+00 9 10+00 415 410 405 400 395 390 E 385 380 375 A CEX 5) C6 2� (63 .. .. ................... ........ . . ... . . . ....................... .. ...... .. ............. . ....... T .... ... .. ...... . . .... ....... . . .. ....... . . ......... .... . . ........... . ......... I ............ Z z ------- CO z �D z 0 RQSEP 'GRADE- --------- ----------- ----- - -- ------- - . .. ...... ------ E— 0 1,82%- - Z IST 8"--PVCSAN-- -SEWER- cc:) 0-0 co C14 01 000) + _0 - --------- V) Uj 50 10+00 415 410 405 400 395 390 01.347. 385 380 375 370 365 415 410 405 400 395 390 385 380 375 Q C C C C 0 C E c 0 U ME 0 iTa i3O28 ,9NAL t� M Z CD 6 Iz co Z z CO z �D CQ CQ Q0 kD E cr, Uj LU = 0 M z Ui z CD CIO Ui 0 W Cn loss it" NEEM 380 C4 E-1 C) 375 U) 370 Pr.4 365 W W 360 M U) 355 DOM. PROJECT NO:14.00 INDEX TITLE: 350 SPt 8 345 340 SHEET NO: 20 OF 38 it K DATE: 12/01/14 CO z �D z 0 E— Z cc:) co 380 C4 E-1 C) 375 U) 370 Pr.4 365 W W 360 M U) 355 DOM. PROJECT NO:14.00 INDEX TITLE: 350 SPt 8 345 340 SHEET NO: 20 OF 38 it K DATE: 12/01/14 Storm Sewer Notes: Minimum Cover: 2' Minimum Separations (Vertical): Waterline: 1' Sanitary Sewer: 1' 430 425 42C 415 41C 40� 40C 39t 39C 38F 38C 37E 37C 36Ir 36C 35. 35C 34`. 9 46 46 45 45 44 44 43 43 42 8° < 42 41 41 4C 4C 39 39 38 465 460 455 450 445 440 435 430 425 420 415 410 405 400 395 390 385 420 415 410 405 400 395 390 385 380 375 370 365 9d 24 24A • t: • • 30 .• •• Im 1M ri 1M ■• ■0 ■w ■• ■+ • • • 10 20 • ■•■•■• ■Q • * 1. For stormsewer pipes in fill, Compact Fill to 95% _ C Content. 2. For inlets in fill situation: Contractor shall place ______....._.....__ _..._.__- __...._...____...Jn_J._ ._......__..._._.___...._____ -_ ._........_ ___MQ.Q.._.. Cr__ .___. shall consist predominantly of soil & be placed in _. layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDOT std. 21A stone in w tl .� w shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the _- ►- ___._ -- ....... - .___ ----- .__._. __ �..._. (n __ ............._.._..- shall provide VDOT yr - --- _.._._. _.__._..._..._ E c J w J, d CD ----- ...__.._. _. _._..._ ------ _ - A ul� U a W co M c A co � Q � o o • /12 0 E4 Q Ah CO 10 o E•-4 m Z a✓� w � � ca � V w W F- J Z O z ° C0 U CO PROJECT NO:14.003 2� P4 _..__ .__....... __._.._.___._.......,____.o ___.._.___....._._. ..............._- ..,_.._..,..., $ M �+__._. _...__....__...._._. __.. _.._....._o_ M_ 0..0_00 ..._.__....__ ____._— _ ___._ ____._.__- ___..___.._r ►FT-�....._._- ____...._.._..__ .o ._.- .r..__._.._.._.___ __.---- _. _ ..... ... ..- .__..__...._... ---- _._..____ ..fl...1L___.____ At _,..._........ u; 50 10 +00 11 +00 • • 30 .• •• Im 1M ri 1M ■• ■0 ■w ■• ■+ • • • 10 20 • ■•■•■• ■Q • * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive uniform layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDOT std. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance. E c t 415 410 405 400 395 390 385 380 375 370 365 430 425 420 415 410 405 400 395 390 385 380 375 370 IJ1 e`' Pti MIC L F. MYERS c. No. 33028 l ! e./ k�j0NAL 360 U) O 355 350 345 l /.y m Q, 3 i� N c � CO E—+ N c 3 >ai O 0 cis? 5 (T� G� o C �� o ^� C Y � .0 U z E c w W CD o Q 0 A e`' Pti MIC L F. MYERS c. No. 33028 l ! e./ k�j0NAL 360 U) O 355 350 345 l /.y Notes: INDEX TITLE: 1. Inlet shaping (IS -1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL -1) shall be provided for all SP19 structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. SHEET NO: 21 OF 38 `Q DATE: 12/01/14 m i� CO E—+ O 0 � `-' w 0 w Y � W U z zm w f24 CD w Q La L0 ul� U a W co M c A co � Q � o o O 0 E4 Q CO 10 o E•-4 m Z a✓� w � � � � w W Notes: INDEX TITLE: 1. Inlet shaping (IS -1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL -1) shall be provided for all SP19 structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. SHEET NO: 21 OF 38 `Q DATE: 12/01/14 i� CO E—+ O m � `-' o 0 w � W z zm f24 CD w Q La L0 ul� O W co M c A co � Q � o o O 0 E4 Q CO 10 o E•-4 Q Z a✓� w � � � � w W F- J Z O z ° C0 U CO PROJECT NO:14.003 2� P4 A ° U ° U ° U O U O u; z w I j J_ Notes: INDEX TITLE: 1. Inlet shaping (IS -1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL -1) shall be provided for all SP19 structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. SHEET NO: 21 OF 38 `Q DATE: 12/01/14 CO E—+ O � � `-' o � W f24 CD z Q P4 O � Q � E4 Q CO El CO o E•-4 Q Z � w � � � w F- W W C0 DOM. PROJECT NO:14.003 Notes: INDEX TITLE: 1. Inlet shaping (IS -1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL -1) shall be provided for all SP19 structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. SHEET NO: 21 OF 38 `Q DATE: 12/01/14 25 25A __________.__� ________ -- _ ._ _e!-;. 415 S torm Sewer r No tes: -,.__ _ __..M. Minimum Cover: 2' 410 ratio ns Minimum Separations a ( Ve rtical ): Waterline: 1' 405 Sanitary Sewer: 1 23 .__ __- __.______._ 40C - - EXIS 39E _ ----- 39C __._._____.._....._ 1111 __. _ _ ___....._. 1111_. _...__.... _ _ __ .. __.__...___..._ 1111- ___.__._..______._,__.._.. 38E _........... ..........................._... ................ ..............................M 38C ........ ..._........................... 37E , 37C 410 36E _ 9 25 25A __________.__� ________ -- _ ._ _e!-;. �..__- -- 6_ rr- -1111. - - J _ .___Kj. 11--- -_- J _ -. AIRZ -,.__ _ __..M. o M - - _ _ \ ,_ ._ _ ___ _ �1 ..............__» 1111. ._I_- _._._._- __ »____ o� ©1.111_.______ ._I- ca_ . ___.._ _= 23 .__ __- __.______._ - ____._�._ __ . l - . - - EXIS . 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For inlets in fill situation: Contractor slhall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive uniform layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDOT std. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. 'Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance. 2 MI F. MYERS 9 y -( ), c. No. 33028 o r�q, Wo ��1641 A L �� (IS -1) shall be - �e INDEX TITLE: all structures with 0 8 drop. � N N z c C*0 &__4 �Z- � , 0 o ._ L oi m - =Smmi than 12' a) W N 'q V- 6_2-- 'a ;Z) n' ( 0 N 0 W m � L SHEET NO: 22 OF 38 1,; P. I� 8� 1--1 E-1 U W O W O 0 �: 0 2 MI F. MYERS 9 y -( ), c. No. 33028 o r�q, Wo ��1641 A L �� Notes: 1. Inlet shaping (IS -1) shall be m INDEX TITLE: all structures with a 4' or greater drop. p C*0 &__4 provided for all o I z than 12' rn ;Z) for all structures Z e___� O O SHEET NO: 22 OF 38 1,; P. I� W 1--1 E-1 U M O W O 0 0-4 O M W I <C �= :::- Y Q E� U) U � O U3 W U) E-I = UD S C/) U 4-+ C-) a 6 co v U) O x ° F2 H c U' F- W W/ = m pa A W M M z DOM. PROJECT NO:14.003 I 9 o t M 0 w z L6 Fn Fn w P O AI o 0 0 1 0 10 M W 6i to rn co C/] U 1-4 P4 L> A' U j U U N U U N U � ° R 03 I w < z I i 1 z .4 �i c i �r Notes: 1. Inlet shaping (IS -1) shall be provided for INDEX TITLE: all structures with a 4' or greater drop. p4 C*0 &__4 provided for all o I z than 12' w ;Z) for all structures Z e___� O M SHEET NO: 22 OF 38 P. I� W 1--1 E-1 U = O W O 0-4 O M W I <C �= :::- W Q E� U) � O U3 X11 U) E-I = UD Z C/) 4-+ C-) F-1 '� H F- W W 2 U) DOM. PROJECT NO:14.003 Notes: 1. Inlet shaping (IS -1) shall be provided for INDEX TITLE: all structures with a 4' or greater drop. 2. Saftely slabs (SL -1) shall be provided for all SP20 structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. SHEET NO: 22 OF 38 * \, (i� DATE: 12/01/14 I 1 Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr CxA Total CxA Inlet Time (min) Tc (min) I Sys (in/hr) Flow Rate (cfs) Invert On (ft) Invert Up (ft) Line Length (ft) Line Slope ( %) Line Size (in) Capac Full (cfs) Vol On (ft1s) Pipe Travel (min) 1 43 Outfall 0.00 0.00 0.00 1.70 0.0 10.9 5.22 8.86 425.00 425.19 21.19 0.90 18 9.94 6.36 0.07 2 43A 1 0.57 0.43 0.25 1.70 8.0 10.8 5,24 8.88 425.39 425.57 18.92 0.95 18 10.24 6.53 0.06 3 43B 2 0.33 0.75 0.25 1.45 6.0 10.7 5.25 7.62 425.77 425.97 25.52 0.78 18 9.30 5.87 0.10 4 44 3 0.22 0.74 0.16 1.20 5.0 10.6 5.28 6.36 426.17 426.46 31.45 0.92 18 10.08 5.99 0.15 5 44A 4 0.25 0.69 0.17 1.04 6.0 10.1 5.37 5.58 426.66 431.11 115.25 3.86 15 12.69 7.00 0.42 6 45 5 0.63 0.75 0.47 0.87 10.0 10.0 5.39 4.68 431.31 431.90 29.51 2.00 15 9.13 6.03 0.13 7 46 6 0.43 0.63 0.27 0.40 8.0 8.8 5.64 2.23 432.10 438.65 98.55 6.65 15 16.65 3.29 0.87 8 47 7 0.10 0.72 0.07 0.12 5.0 6.7 6.17 0.77 438.85 443.06 85.53 4.92 15 14.33 2.30 2.12 9 48 8 0.07 0.75 0.05 0.05 5.0 5.0 6.70 0.35 443.26 443.70 29.50 1.49 15 7.89 3.23 1.72 10 2 Outfall 0.06 0.76 0.05 9.62 5.0 '15.3 4.52 93,75 355.00 357.31 106.40 2.17 36 98.27 15.82 0,14 11 3 10 0.05 0.76 0.04 8.42 5.0 15.2 4.53 88.45 361.00 362.79 68.53 2.61 36 107.79 17,02 0.09 12 18 11 0.20 0.76 0.15 0.40 5.0 7.5 5.97 2.37 364.82 365.18 7.49 4.81 15 14.16 2.83 0.06 13 19 12 0:07 0.71 0.05 0.24 5.0 6.5 6.22 1.52 365.38 36737 69.73 2.85 15 10.91 4.27 0.92 14 20 13 0.39 0.50 0.20 0.20 6.0 6.0 6.38 1.24 367.57 368.42 32.51 2.61 15 10.44 5.72 0.53 15 4 11 0.19 0.17 0.03 7.99 5.0 15.1 4.54 86.54 362.99 364.56 41.77 3.76 36 129.30 13.15 0.06 16 5 15 0.00 0.00 0.00 7.96 0.0 15.1 4.55 86.48 364.76 367.01 55,07 4.09 36 134.81 13.20 0.08 17 6 16 0.16 0.71 0.11 1.91 5.0 15.0 4.56 59.00 367.21 368.95 24.22 7.18 36 178,76 9.00 0.05 18 7 17 016 0.71 0.11 1.80 5.0 14.8 4.58 58.53 369.15 375.29 96.96 6.33 36 167.83 10.15 0.19 19 8 18 0.16 0.71 0.11 1.55 5.0 14.6 4.61 57.42 375.49 380.48 97 °11 5.14 36 151.18 9.99 0.20 20 EX2 19 0.05 0.68 0.03 1.38 5.0 14.4 4.64 56.67 380.68 384.06 101.88 3.31 36 121.43 9.97 0.21 21 EX3* 120 0.05 0.83 0.04 1.34 5.0 14.3 4.65 56.53 384.26 385.59 49.97 2.66 36 108.81 10.00 0.10 22 9 21 0.05 0.79 0.04 1.30 5,0 14.2 4.68 6.09 386.58 387.35 3835 2.01 18 14.88 3.49 0.16 23 10 22 0.00 0.00 0,00 1.11 0.0 14,0 4.70 521 387.55 388.57 50.22 2.03 15 9.20 1 6.75 0.17 Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr CxA Total CxA Inlet Time (min) Tc (min) I Sys (in/hr) Flow Rate (cfs) Invert On (ft) Invert Up (ft) Line Length (ft) Line Slope ( %) Line Size (in) Capac Full (cfs) Vol On (ft/s) Pipe Travel (min) 24 11 23 0,09 0.70 0.06 1.11 5.0 116 4.76 5.27 388.77 392.69 103.20 3,80 15 12.59 7.14 0.35 25 14 24 0.13 0.76 0.10 0.90 5.0 13.2 4.82 4.35 392,89 398.36 108.28 5.05 15 14.51 5.85 0.44 26 15 25 0.06 0.72 0.04 0,40 5.0 12.7 4.91 1.98 401.36 407.32 58.27 10.23 15 20.65 10.62 0.52 27 16 26 0.10 0.78 0.08 0.27 5.0 11.5 5.10 137 407.52 416.04 88.33 9.65 15 20.05 4.70 1.16 28 17 27 0.26 0.55 0.14 0.19 8.0 11.0 5.20 0.99 416.24 418.39 29.50 7.29 15 17.43 5.30 0.54 29 17A 28 0.07 0.30 0.02 0.05 5.0 7.9 5.86 0.28 418.59 429.51 74.16 14.72 12 13.67 2.68 3.05 30 17B 29 0.05 0.54 0.03 0,03 5.0 5.0 6.70 0.18 429.71 43040 40.34 2.21 12 5.29 3.13 2.92 31 14A 25 0.08 0.82 0.07 0.40 5.0 10.0 5.38 2.16 398.56 398.86 29.74 1.01 15 6.49 3.38 0.24 32 14B 31 0.34 0.46 0.16 0.34 5.0 9.4 5.52 1.85 399.06 400.19 69.67 1.62 15 8.22 5.41 0.66 33 49 32 0.26 0,48 0.12 0.18 5.0 8.8 5.65 1.01 400.39 408.08 51.78 14,85 12 13.72 4.28 0.58 34 50 33 0.10 0.54 0.05 0.05 5.0 5.0 6.70 036 41103 425.62 104.67 12,02 12 12 "35 6.98 379 35 15A 26 0.14 0.65 0.09 0.09 5.0 5.0 6.70 0.61 410.42 410.69 29.58 0.92 15 6.19 3.21 0.99 36 11A 24 0.19 0.75 0.14 0.14 5.0 5.0 6.70 0.95 392.89 393.41 29.78 1.74 15 8.52 1.29 0.64 37 9A 22 0.21 0.73 0.15 0.15 5.0 5.0 6.70 1.03 387.55 389.68 32.91 6.47 15 16.43 1.33 0.66 38 8A 19 0.07 0.85 0.06 0.06 5.0 5.0 6.70 0.40 380.68 382.00 38.80 3.40 15 11.91 0.32 1,99 39 7A 18 026 0.53 0.14 0.14 6.0 6.0, 6.38 0.88 375.49 376.47 38.68 2.53 15 10.28 0.72 0.90 40 2A 10 0.06 0.76 0.05 1.15 5.0 12.6 4.93 5.68 359.65 360.80 57.86 1.99 18 14.80 7.82 0.30 41 213 40 0.17 0.75 0.13 1.11 5.0 12.3 4.97 5.50 361.00 361.58 46.50 1.24 18 11.70 6.51 0.25 42 2C 41 2.88 0.34 0,98 0.98 12.0 12.0 5.02 4.91 361.78 362.10 51.29 0.62 18 8.29 4.89 0.31 43 22 16 0.34 0.54 0.18 6.04 5.0 13.7 4.75 28.69 367.21 368.34 43.90 2.57 24 • 36.29 9.13 0.09 44 23 43 0.41 0.47 0.19 5.86 5.0 13.4 4.78 28.03 368.54 382.95 117.45 12.27 24, 79.22 8.92 0.24 45 24 44 0.41 0.50 0.21 5.67 5.0 13.4 4.79 27.15 383.15 384.12 26.41 3.67 2* 43.35 9.92 0.06 46 25 45 0.17 0.80 0.14 4.77 5.0 13.3 4.81 22.95 384,32 385.80 42.23 3.50 24i 42.34 8.46 0.10 Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr CxA Total CxA Inlet Time (min) Te (min) i Sys (inlhr) Flow Rate (cfs) Invert On (ft) Invert Up (ft) Line Length (ft) Line Slope ( %) Line Size (in) Capac Full (cfs) Vol On (ft/s) Pipe Travel (min) 47 26 46 0.13 0,80 0.10 4,47 5,0 10.9 5.21 23.33 386.00 389.39 103.422 3,28 24 40.95 8.92 0.23 48 27 47 0.18 0.78 0.14 4.16 5.0 10.8 5.23 21.79 389.59 393.38 79.250 4.78 18 22.96 12.33 0.11 49 28 48 010 0.77 0,08 3.84 5.0 10.7 5.26 20.20 393.58 400.28 103.250 6.49 18 26.75 11.43 0.15 50 29 49 0.00 0.00 0.00 3.51 5.0 10.5 5.28 18.54 400.48 403.82 75.730 4.41 18 22.05 10.49 0.12 51 30 50 0.10 0.69 0.07 3.51 5.0 10.5 5.29 18.56 404.00 404.95 23.920 3.97 18 20.93 10.51 0.04 52 31 51 0.16 0.78 0.12 2.96 5.0 10.3 5.33 15,80 405.15 409.58 119.650 3.70 18 20.21 8.94 0.21 53 36 52 0.11 0.76 0.08 1.98 5.0 10.2 5.34 10.59 409.78 410.70 29.500 3.12 15 11.40 8.63 0.05 54 37 53 0.20 0.72 0.14 1.90 5.0 10.1 5.36 10.18 411.11 415.73 59.990 7.70 15 17.92 8.30 0.11 55 38 54 0.11 0,69 0.08 1.75 5.0 10.0 5.40 9.47 415.93 421.03 87.488 5.83 15 15.59 7.72 0.17 56 56 55 0.06 0.74 0.04 1.52 5.0 9.9 5.42 8.23 421.23 423.16 39.170 4.93 15 14.33 6.70 0.09 57 39 56 0.25 0.65 0.16 0.37 5.0 9.3 5.55 2.06 426.00 431.38 72.730 7.40 15 17.56 1.68 0.62 58 40 57 0.10 0.77 0.08 0.21 5.0 8.8 5.65 1.18 431.58 432.76 30.540 3.86 15 12.69 3.86 0.46 59 41 58 0.09 0.75 0.07 0.13 5.0 6.4 6.26 0.83 434.63 443.26 102.940 8.38 15 18.70 7.66 2.40 60 42 59 0.09 032 0.06 0.06 5.0 5.0 6.70 0.43 443.46 444.69 29.520 4.17 15 13.18 4.89 1.39 61 57 56 0.02 0.30 0.01 1.10 5.0 8,7 5.68 6.26 423.46 425.16 101.280 1.68 15 8.37 5.10 0.31 62 58 61 0.28 0,37 0.10 1,10 5.0 8.6 5.70 6.25 425.36 425.80 22.280 1.97 15 9.07 5.09 0.07 63 59 62 0.46 0.39 0.18 0.45 5.0 8.2 5.79 2.60 426.00 433.62 80.480 9.47 12 10.96 3.31 0.37 64 60 63 0.32 0.55 0.18 0.27 5.0 7.3 6.02 1.62 433.82 441.85 126.960 6.32 12 8.96 4.24 0.95 65 61 64 0.18 0.52 0.09 0.09 5.0 5.0 6.70 0.63 442.05 447.61 108.450 5.13 12 8.06 2.65 2.27 66 58A 62 1.51 0.36 0.54 0.54 5.0 5.0 6.70 3.64 426.00 427.12 48.850 2.29 15 9.78 2.97 0.27 67 38A 55 0.05 0.78 0.04 0.16 5.0 6.8 6.15 0.98 421.23 422.27 30.900 3.37 15 11.85 0.80 0.61 68 38B 67 0.22 0.55 0,12 0.12 5.0 5.0 6.70 0.81 422.47 429.98 110.180 6.82 12 9.30 1.03 1.78 69 32 52 0.44 0.48 0,21 0.86 5.0 10.0 5.38 4.61 410.78 413.22 66.590 3.66 15 12.36 3,76 0.26 Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr CxA Total CxA Inlet Time (min) Te (min) ( Sys (in/hr) Flow Rate (cfs) Invert On (ft) Invert Up (ft) Line Length (ft) Line Slope ( %) Line Size (in) Capac Full (cfs) Vel On (ft1s) Pipe Travel (min) 70 33 69 0.23 0.78 0.18 0.65 5.0 9.9 4 5. 2 3.50 1 .42 4 3 414.17 34 21 2.19 15 9. 56 5 2 2 0.17 71 34 70 0.16 0,80 0.13 0.28 5.0 8.1 5.82 1.62 41437 417.52 159.40 1.98 15 9.08 3.09 1.78 72 35 71 0.13 0.78 0.10 0.10 5.0 5.0 6.70 0.68 417.72 418.16 29.50 1.49 15 7.89 2.93 0.89 73 34A 71 0.09 0.55 0.05 0.05 5.0 5.0 6.70 0.33 417.72 427.42 77.95 12.44 12 1 . 2 56 1.64 3.08 74 33A 70 0.24 0.78 0.19 0.19 5.0 5.0 6.70 1.25 414.37 414.57 29.50 0.68 15 5.32 2.39 0.48 75 30A 51 0.35 0,73 0.26 0.48 5.0 6.4 6.25 2.98 405.15 405.40 29.53 0.85 15 5.94 2.43 0.19 76 30B 75 0.18 0,76 0.14 0.22 5.0 6.0 6.39 1.41 405.60 405.89 32.90 0.88 15 6.06 3.13 0.46 77 30C 76 0.11 076 0.08 0.08 5.0 5.0 6.70 0.56 406.09 406.28 26.42 0.72 15 5.48 2.87 0.97 78 28A 49 0.22 0,72 0.16 0.16 5.0 5.0 6.70 1.06 400.48 400.68 26.42 0.76 15 5.62 0.86 0.51 79 55 49 0.17 0,56 0.10 0.10 5.0 5.0 6.70 0.64 400.48 411.17 71.30 14.99 12 13.79 0.81 1.46 80 24A 45 0.09 0.53 0.05 0.16 5.0 5.7 6.47 1.04 386.47 395,14 60.06 14.43 12 13.53 10.19 0.74 81 24B 80 0.21 0.54 0.11 0.11 5.0 5.0 6.70 0.76 395.34 399.00 41.10 8.91 12 10.63 5.61 0.71 82 27A 48 0.13 0.72 0.09 0.09 5.0 5.0 6.70 0.63 393.58 393.79 26.42 0.80 15 5.76 0.51 0.86 83 54 48 0.18 0.50 0.09 0.09 5.0 5.0 6.70 0.60 393.58 404.22 71.30 14.92 12 13.76 0.77 1.55 84 26A 47 0.15 0,75 0.11 0.11 5.0 5,0 6.70 0.75 389.59 389.82 26.71 0.86 15 5,99 0.61 0.73 85 53 47 0.17 0.56 0.10 0.10 5.0 5.0 6.70 0.64 389.59 400.24 71.30 14.94 12 13.76 0.81 1.46 86 51 45 0.42 0,56 0.24 0.53 8.0 8.0 5.84 3.08 384.32 388.68 85.79 5.08 15 14.56 2.51 0.57 87 52 86 0.29 0.75 0.22 0.22 5.0 5.0 6.70 1.46 389.35 389.73 28,27 1.34 15 7.49 4.72 0.40 88 51A 86 0.15 0.50 0.08 0,08 5.0 5.0 6.70 0.50 388.88 397.55 63.36 13.68 12 1 13.17 1.26 1.65 89 25A 46 0.20 0,81 0.16 0.16 5.0 5.0 6.70 1.08 386.00 387.29 26.47 4.87 15 14.26 0.88 0.50 90 62 Outfall 0.00 0.00 0.00 0.29 0.0 5.5 6.53 1.91 392.81 393.45 26.13 2.45 15 10.11 6.29 0.28 91 63 90 0.38 0,77 0.29 0,29 5.0 5,0 6.70 1.96 393.65 394.52 47.86 1.82 15 8.71 5.72 0.50 92 66 Outfall 1.25 0.30 0.38 0.38 6.0 6.0 6.38 3.34 1 358.50 360.72 19872 1.12 15 7.39 2.72 1.22 Line No. Inlet ID Drng Area (ac) I Inlet (In/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff ( %) Curb Len (ft) Junct Type Gutter Slope (ftlft) Cross SI, Sw (ft/ft) Cross SI, Sx (ft/ft) Gutter Depth (ft) Gutter Spread (ft) 1 43 0.00 0.00 0.00 0.00 .... .... .... .... 8.00 MH 0.027 0.083 0.020 0.14 1.68 2 43A 0.57 4.00 0.43 0.98 0.26 1,24 0.00 100 6.00 Curb Sag 0.083 0.020 0.15 1.76 3 43B 0.33 4.00 0.75 0.99 0.22 0.95 0.26 79 6.00 Curb 0.027 0.083 0.020 0.20 3.81 4 44 0.22 4.00 0.74 0.65 0.07 0.71 0.00 99 8.00 Curb 0.030 0.083 0.020 0.16 1.98 5 44A 0.25 4.00 0.69 0.69 0.00 0.62 0.07 90 8.00 Curb 0.075 0.083 0.020 0.14 1.64 6 45 0.63 4.00 0.75 1.89 0.05 1.71 0.22 88 12.00 Curb 0.075 0.083 0.020 0.20 3.66 7 46 0,43 4.00 0.63 1.08 0.00 1.03 0.05 95 10.00 Curb 0.057 0.083 0.020 0.17 2.21 8 47 0.10 4.00 0.72 0.29 0.00 0.29 0.00 100 6.00 Curb 0.038 0.083 0.020 0.11 1.35 9 48 0.07 4.00 0.75 0.21 0.00 0.21 0.00 100 6.00 Curb 0.038 0.083 0.020 0.10 1.19 10 2 0.06 4.00 016 0.18 0 .00 0 .18 0.00 100 6.00 Curb 0.038 0.083 0.020 0.09 1.13 11 3 0.05 4.00 0.76 0.15 0.00 0.15 0.00 100 6.00 Curb 0.024 0.083 0.020 0.10 1.16 12 18 0.20 4.00 0.76 0.61 0.00 0.61 0.00 100 6.00 Curb Sag 0.083 0.020 0.09 1.10 13 19 0.07 4.00 0.71 0.20 0.00 0.20 0.00 100 6.00 Curb Sag 0.083 0.020 0.04 0.52 14 20 0.39 4.00 0.50 0.78 0.00 0.78 0.00 100 6.00 Curb Sag 0.083 0.020 0.11 1.30 15 4 0.19 4.00 0.17 0.13 0.00 0.13 0.00 100 6.00 Curb 0.024 0.083 0.020 0.09 1.09 16 5 0,00 0.00 0.00 0.00 .... .... .... .... .... MH .... .... 0.300 .... 2.26 17 6 0.16 4.00 071 0.45 0,00 0.46 0.00 100 8.00 Curb 0.045 0.083 0.020 0.13 1.56 18 7 0.16 4.00 0.71 0.45 0.00 0.45 0.00 99 8.00 Curb 0.059 0.083 0.020 0.12 1.47 19 8 0.16 4.00 0.71 0.45 0.00 0.45 0.00 100 8.00 Curb 0.057 0.083 0.020 0.12 1.48 20 EX2 0.05 4.00 0.68 0.14 0.00 0.14 0.00 100 6.00 Curb 0.050 0.083 0.020 0.08 0.97 21 EX3 0.05 4.00 0.83 0.17 0.00 0.17 0.00 100 6.00 Curb 0.045 0.083 0.020 0.09 1.06 22 9 0.05 4.00 0.79 0.16 0.01 0.17 0.00 100 6.00 Comb. 0.020 0.083 0.020 0.10 1.24 23 10 0.00 0.00 0.00 0.00 0.07 0.91 0.00 ... .... MH .... 0.083 .... 0.12 1.44 Line No. Inlet ID Drng Area (ac) i Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff ( %) Curb Len (ft) Junct Type Gutter Slope (f ift) Cross SI, Sw (ft/ft) Cross SI, Sx (ft/ft) Gutter Depth (ft) Gutter Spread (ft) 47 26 0.13 4.00 0.80 0.42 0.02 0.43 0.00 100 8.00 Curb 0.027 0.083 0.020 0.14 1.68 48 27 0.18 4.00 0.78 0.56 0.00 0.54 0.02 97 8.00 Curb 0.060 0.083 0.020 0.13 1.59 49 28 0.10 4.00 0.77 0.31 0.01 0.32 0.00 100 8.00 Curb 0.065 0.083 0.020 0.11 1.27 50 29 0.00 0.00 0.00 0.00 .... .... .... .... .... MH .... .... .... .... 1.35 51 30 0.10 4.00 0.69 0.28 0.01 0.29 0.00 100 6.00 Curb 0.020 0.083 0.020 0.13 1.52 52 31 0.16 4.00 0.78 0.50 0.00 0.49 0.01 98 8.00 Curb 0.063 0.083 0.020 0.13 1.51 53 36 0.11 4.00 0.76 0.33 0.24 0.55 0.02 96 8.00 Curb 0.063 0.083 0.020 0.13 1.58 54 37 0.20 4.00 0.72 0.58 0.00 0.34 0.24 58 4.00 Curb 0.081 0,083 0.020 0.13 1.52 55 38 0.11 4.00 0.69 0.30 0.02 0.33 0.00 100 8.00 Curb 0.087 0.083 0.020 0,10 1.21 56 56 0.06 4.00 0.74 0.18 0.07 0.22 0.02 90 6.00 Curb 0.080 0.083 0.020 0.09 1.10 57 39 0.25 4.00 0.65 0.65 0.01 0.59 0.07 90 8.00 Curb 0.084 0.083 0.020 0.13 1.58 58 40 0.10 4.00 0,77 0.31 0.01 0.31 0.01 98 8.00 Curb 0.080 0.083 0.020 0.10 1.22 59 41 0.09 4.00 0.75 0.27 0.00 0.26 0.01 97 6.00 Curb 0.065 0.083 0.020 0.10 1.19 60 42 0.09 4.00 0.72 0.26 0.00 0.25 0.01 98 6.00 Curb 0.063 0.083 0.020 0.10 1.18 61 57 0.02 4.00 0.30 0.02 0.00 0.02 0.00 99 .... Dp -Grate 0.200 0.330 0.330 0.02 1.38 62 58 0.28 4.00 0.37 0.41 0.27 0.56 0.12 82 .... Dp -Grate 0.050 0.300 0.300 0.15 2.26 63 59 0.46 4.00 0.39 0.72 0.20 0.65 0.27 71 .... Dp -Grate 0.060 0.200 0.200 0.16 2.86 64 60 0.32 4.00 0.55 0.70 0.06 0.57 0.20 74 6.00 Dp -Grate 0.050 0.200 0.200 0.16 2.86 65 61 0.18 4.00 0.52 0.37 0,00 0.31 0.06 83 .... Dp -Grate 0.035 0.200 0.200 0.12 2.46 66 58A 1.51 4.00 0.36 2.17 0.00 1.91 0.26 88 .... DO-Grate 0.018 0.250 0.250 0.32 4.57 67 38A 0.05 4.00 0.78 0.16 0.01 0.16 0.00 99 6.00 Curb 0.097 0.083 0.020 0.08 0.92 68 38B 0.22 4.00 0.55 0.48 0.01 0.43 0.07 87 .... Dp -Grate 0.060 0.330 0.330 0.13 2.04 69 32 0.44 4.00 0.48 0.84 0.07 0.91 0.00 100 6.00 Curb Sag 0.083 0.020 0.12 1.44 Line No. Inlet ID Drng Area (ac) i Inlet (in /hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (Cfs) Inlet Eff N Curb Len (ft) Junct Type Gutter Slope (ft/ft) Cross SI, Sw (ft/ft) Cross SI, Sx (fUft) Gutter Depth (ft) Gutter Spread (ft) 24 11 0,09 4.00 0.70 0.25 0.01 0.25 0.01 97 6.00 Curb 0.068 0.083 0.020 0.10 1.17 25 14 0.13 4.00 0.76 0.39 0.00 0.39 0.01 97 8.00 Curb 0.092 0.083 0.020 0.11 1.29 26 15 0.06 4.00 0.72 017 0.01 0.17 0.00 98 6.00 Curb 0.098 0.083 0.020 0.08 0.94 27 16 0.10 4.00 0.78 0.31 0.00 0.31 0.01 98 6.00 Curb 0.044 0.083 0.020 0.11 1.35 28 17 0.26 4.00 0.55 0.57 0.03 0.59 0.01 99 8.00 Curb 0.044 0.083 0.020 0.14 1.72 29 17A 0.07 4.00 0.30 0.08 0.00 0.07 0.01 87 .... Dp -Grate 0.030 0.100 0.100 0.05 2.27 30 17B 0.05 4.00 0.54 0.11 0.00 0.09 0.02 84 .... Dp -Grate 0.050 0.100 0.100 0.05 2.27 31 14A 0,08 4.00 0.82 0.26 0.13 0,26 0,13 68 4,00 Curb 0.075 0.083 0.020 0.11 1.33 32 14B- 0.34 4.00 0.46 0.63 0.11 0.74 0.00 100 .... Dp -Grate Sag 0,330 0.330 0.10 4.59 33 49 0.26 4.00 0.48 0.50 0.02 0.41 0.11 78 .... Dp -Grate 0.070 0.200 0.200 0.12 2.46 34 50 0.10 4.00 0.54 0.22 0.00 0.19 0.02 90 ... Dp -Grate 0.080 0.250 0.250 0.07 1.82 35 15A 0.14 4.00 0.65 0.36 0.01 0.25 0.13 66 4.00 Curb 0.090 0.083 0.020 0.11 1.27 36 11A 0.19 4.00 0.75 0.57 0.13 0.65 0.05 93 8.00 Curb 0.060 0.083 0.020 0.14 1.72 37 9A 0.21 4.00 0.73 0.61 0.05 0.66 0.00 100 8.00 Curb 0.020 0.083 0.020 0.17 2.26 38 8A 0.07 4.00 0.85 0.24 0.00 0.24 0.00 99 6.00 Curb 0.057 0.083 0.020 0.10 1.16 39 7A 0.26 4.00 0.53 0.55 0.00 0.54 0.02 97 8.00 Curb 0.059 0.083 0.020 0.13 1.58 40 2A 0.06 4.00 0.76 0.18 0.00 0.18 0.00 100 6.00 Curb 0.020 0.083 0.020 0.11 1.28 41 28 0.17 4.00 0.75 0.51 0.00 0.51 0.00 100 6.00 Curb Sag 0.083 0.020 0.08 0.98 42 2C 2.88 4.00 0.34 3.91 0.00 3.91 0.00 100 . Hdwall 0.035 0.150 0.150 0.07 2.20 43 22 0.34 4.00 0.54 0.73 0.02 0.75 0.00 100 8.00 Curb 0.027 0.083 0.020 0.17 2.26 44 23 0.41 4.00 0.47 0.77 0.00 0.77 0.00 100 6.00 Curb Sag 0.083 0.020 0.11 1.28 45 24 0.41 4.00 0.50 0.82 0.25 1.07 0.00 100 6.00 Curb Sag 0.083 0.020 0.13 1.60 46 25 0.17 4.00 0.80 0.54 0.00 0.54 0.01 98 6.00 Curb 0.020 0.083 0.020 0.16 1.93 Line No. Inlet ID Drng Area (ac) I Inlet (in /hr) Runoff Coeff (C) tner Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff ( %) Curb Len (ft) Junct Type Gutter Slope (fuft) Cross SI, Sw (ft/ft) Cross SI, Sx (tuft) Gutter Depth (ft) Gutter Spread (ft) 70 33 0.23 4.00 018 0.72 0.01 0.73 0.00 100 8.00 Curb 0.020 0.083 0.020 0.18 2.61 71 34 0.16 4.00 0.80 0.51 0.00 0.50 0.01 98 6.00 Curb 0.022 0.083 0.020 0.15 1.84 72 35 0.13 4.00 0.78 0.41 0.00 0.41 0.00 100 6.00 Curb 0.022 0.083 0.020 0.14 1.70 73 34A 0.09 4.00 0.55 0.20 0.00 0.19 0.01 94 .... Dp -Grate 0.025 0.300 0.300 0.10 1.92 74 33A 0.24 4.00 0.78 0.75 0.00 0.75 0.00 100 8.00 Curb 0.020 0.083 0.020 0.18 2.71 75 30A 0.35 4.00 0.73 1.02 0.00 1.02 0.00 100 6.00 Curb Sag 0.083 0.020 0.13 1.55 76 30B 0.18 4.00 0.76 0.55 0.00 0.54 0.01 98 6.00 Curb 0.020 0.083 0.020 0.16 1.93 77 30C 0.11 4.00 0.76 0.33 0.02 0.36 0.00 100 6.00 Comb. 0.020 0.083 0.020 0.14 1.65 78 28A 0.22 4,00 0.72 0.63 0.00 0.60 0.03 95 8.00 Comb. 0.063 0.083 0.020 0.14 1.65 79 55 0.17 4.00 0.56 0.38 0.00 0.29 0.09 76 .... Dp -Grate 0.100 0.150 0.150 0.09 2.46 80 24A 0.09 4.00 0.53 0.19 0.00 0.17 0.02 89 .... Dp -Grate 0.100 0.220 0.220 0.06 1.80 81 24B 0.21 4.00 0.54 0.45 0.06 0.42 0.09 82 1 Dp -Grate 0.100 0.250 0.250 0.11 2.14 82 27A 0.13 4.00 0.72 0.37 0.03 0.37 0.04 91 6.00 Curb 0.060 0.083 0.020 0.12 1.41 83 54 0.18 4.00 0.50 0.36 0.09 0.36 0.09 80 ,... Dp -Grata 0.100 0.200 0.200 0.10 2.26 84 26A 0.15 4.00 0.75 0.45 0.04 0.47 0.01 97 6.00 Comb. 0.027 0.083 0.020 0.15 1.75 85 53 0.17 4.00 0.56 0.38 0.09 0.41 0.06 87 .... Dp -Grate 0.030 0.300 0.300 0.15 2.26 86' 51 0:42 4.00 0.56 0.94 0:06 0.88 '013 8T... 6.00 ... Curb 0.020 0.083 "0.020 0.20 3.66 87 52 0.29 4.00 0.75 0.87 0.00 0.87 0.00 100 6.00 Comb. 0.020 0.083 0.020 0.19 3.16 88 51A .0.15 4.00 0.50 0.30 0.00 0.24 0.06 79 . Dp -Grate 0.035 0.150 0.150 0.07 2.20 89 25A 0.20 4.00 0.81 0.65 0.01 0.66 0.00 100 6.00 Comb. 0.020 0.083 0.020 0.17 2.31 90 62 0.00 0.00 0.00 1 0.00 .... .... 1 .... .... ... MH .... .... .... .... .... 91 63 0.36 4.00 0.77 1.17 0.00 1.02 0.15 87 8.00 Curb 0.045 0.083 1 0.020 0.18 2.81 L * 10 -year storm used in inlet calculation for structure 66 with 0.95 cfs from existing Pond 1 added per McGee /Carson calculations. � W � r! w ce i,) � V U • .• z Tc I co � z A � " Line G A 1 CC) 00 Iry SP21 0 1 CxA O� p,r I��I W S E-+ Q'+ W O -<4 '_j H �:D a ... . ...... ...._ ......................... ..... ... ........ ..... ...................... ......... . ... . .... ........._.... _ _.........._...... ...... ..... . ... ........ ......._ ............_......._........ _......_......................... ......._.............._........ __.. _. -.... . .......... ... ..... ... .. ..... ...... ....................._..._..... ........ .......... EXISTING STORM DRAIN COMPUTATIONS FOR CASCADIA BLOCKS 4 -7 Rate On Up Length Slope Size Full • O (ac) y; (min) (min) ((n /hr) (cfs) 0 m (ft) ( °! °) (in) (cfs) 3 4 2 4.18 0.34 1.42 13.96 14.0 37.2 2.82 39.42 nou�r 388.38 86.36 1.87 30 56.14 4 5 se 0.11 0.68 0.07 12.40 5.0 36.9 2.84 U 388.58 390.61 142.77 1.42 30 48.90 5 w 4 0.09 0.74 0.07 12.33 5.0 36.7 2.85 35.12 390.81 400.72 119.63 8.28 24 65.10 U 7 5 0.07 0.74 0.05 12.03 5.0 36.4 2.86 34.40 400.91 L O 1r * 10 -year storm used in inlet calculation for structure 66 with 0.95 cfs from existing Pond 1 added per McGee /Carson calculations. � W � r! w ce i,) � V U U U U E' Tc I co � z A � " Line G A ID ......... _........... SP21 Coeff Invert Elev Dn (ft) = 361.78 Calculations Pipe Length (ft) = 38.37 Qmin (cfs) = 10.19 Slope ( %) = 0.62 Qmax (cfs) = 10.19 Invert Elev Up (ft) = 362.10 Tailwater Elev (ft) = (dc +D) /2 Rise (in) = 18.0 Shape = Circular Highlighted _ Span (In) 18.0 Qtotal (cfs) = 10.19 No. Barrels = 1 Qp i e (c f s) = 10.19 n -Value = 0.013 - Qovertop (cfs) - 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 6.04 Culvert Entrance = Square edge w /headwall (C) Veloc Up (ft/s) = 614 CxA O� p,r I��I W S E-+ Q'+ W O -<4 '_j H �:D a ... . ...... ...._ ......................... ..... ... ........ ..... ...................... ......... . ... . .... ........._.... _ _.........._...... ...... ..... . ... ........ ......._ ............_......._........ _......_......................... ......._.............._........ __.. _. -.... . .......... ... ..... ... .. ..... ...... ....................._..._..... ........ .......... EXISTING STORM DRAIN COMPUTATIONS FOR CASCADIA BLOCKS 4 -7 Rate On Up Length Slope Size Full o O (ac) y; (min) (min) ((n /hr) (cfs) (ft) m (ft) ( °! °) (in) (cfs) 3 4 2 4.18 0.34 1.42 13.96 14.0 37.2 2.82 39.42 386.76 388.38 86.36 1.87 30 56.14 4 5 se 0.11 0.68 0.07 12.40 5.0 36.9 2.84 U 388.58 390.61 142.77 1.42 30 48.90 5 w 4 0.09 0.74 0.07 12.33 5.0 36.7 2.85 35.12 390.81 400.72 119.63 8.28 24 65.10 U 7 5 0.07 0.74 0.05 12.03 5.0 36.4 2.86 34.40 400.91 414.63 129.83 10.57 24 73.53 7 w 6 0.09 0.68 0.06 11.98 j: m 36.2 2.87 34.37 414.83 426.33 122.49 9.39 24 6930 I� r::� <- 35.12 cfs + 8.95 cfs FROM STR 43 + 1.91 cfs from STR 62 = 45.98 cfs < Pipe capacity of 65.10 cfs E-1 m <- 34.40 cfs + 8.95 W 43 = 43.35 cfs < Pipe capacity of 73.53 cfs Z C) Q <- 0 cfs W 8.95 FROM STR 43 = 43.32 cfs < Pipe capacity of 69.30 cfs 5Y4CtUfC- 1 -Y28F S[flnf1 EVBOr 1 -4 m Er A . .-a O o .. O O r O �4 LJ.I rn M rn Q U O 1r * 50.28 cfs added to EX3, 39.42 cfs from existing hill district calculations. 8.95 cfs from structure 43 and 1.91 cfs from structure 62. Note: All storm drain calculations use a 10 -Year frequency storm. 1 STORM DRAIN DESIGN COMPUTATIONS * 10 -year storm used in inlet calculation for structure 66 with 0.95 cfs from existing Pond 1 added per McGee /Carson calculations. � W � r! w ce i,) � V U U U U E' Tc I 2 STORM INLET DESIGN COMPUTATIONS z A � " Line G J ID ......... _........... SP21 Coeff Invert Elev Dn (ft) = 361.78 Calculations Pipe Length (ft) = 38.37 Qmin (cfs) = 10.19 Slope ( %) = 0.62 Qmax (cfs) = 10.19 Invert Elev Up (ft) = 362.10 Tailwater Elev (ft) = (dc +D) /2 Rise (in) = 18.0 Shape = Circular Highlighted _ Span (In) 18.0 Qtotal (cfs) = 10.19 No. Barrels = 1 Qp i e (c f s) = 10.19 n -Value = 0.013 - Qovertop (cfs) - 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 6.04 Culvert Entrance = Square edge w /headwall (C) Veloc Up (ft/s) = 614 CxA O� p,r I��I W S E-+ Q'+ W O -<4 '_j H �:D a ... . ...... ...._ ......................... ..... ... ........ ..... ...................... ......... . ... . .... ........._.... _ _.........._...... ...... ..... . ... ........ ......._ ............_......._........ _......_......................... ......._.............._........ __.. _. -.... . .......... ... ..... ... .. ..... ...... ....................._..._..... ........ .......... EXISTING STORM DRAIN COMPUTATIONS FOR CASCADIA BLOCKS 4 -7 Rate On Up Length Slope Size Full = 363.44 * 50.28 cfs added to EX3, 39.42 cfs from existing hill district calculations. 8.95 cfs from structure 43 and 1.91 cfs from structure 62. Note: All storm drain calculations use a 10 -Year frequency storm. 1 STORM DRAIN DESIGN COMPUTATIONS Inflow Information: Drainage Area = 2.88 Acres c = 0.34 I(100) = 6.58 in /hr Q(100) = 6.45 cfs + (Dishcharge from existing Pond 1) Q(100) = 6.45 cfs + 3.74 cfs (From pond routing by McGee /Carson) _ .10.19 cfs DnStm Drng Runoff Incr Total Inlet Tc I Q L " z Invert � " Line Culvert Report J ID Hydraflow Express Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. Wednesday, Mar 112015 Stucture 2C -100 -Year Storm Event SP21 Coeff Invert Elev Dn (ft) = 361.78 Calculations Pipe Length (ft) = 38.37 Qmin (cfs) = 10.19 Slope ( %) = 0.62 Qmax (cfs) = 10.19 Invert Elev Up (ft) = 362.10 Tailwater Elev (ft) = (dc +D) /2 Rise (in) = 18.0 Shape = Circular Highlighted _ Span (In) 18.0 Qtotal (cfs) = 10.19 No. Barrels = 1 Qp i e (c f s) = 10.19 n -Value = 0.013 - Qovertop (cfs) - 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 6.04 Culvert Entrance = Square edge w /headwall (C) Veloc Up (ft/s) = 614 CxA O� p,r I��I W S E-+ Q'+ W O -<4 '_j H �:D a ... . ...... ...._ ......................... ..... ... ........ ..... ...................... ......... . ... . .... ........._.... _ _.........._...... ...... ..... . ... ........ ......._ ............_......._........ _......_......................... ......._.............._........ __.. _. -.... . .......... ... ..... ... .. ..... ...... ....................._..._..... ........ .......... EXISTING STORM DRAIN COMPUTATIONS FOR CASCADIA BLOCKS 4 -7 Line Inlet DnStm Drng Runoff Incr Total Inlet Tc I Flow Invert Invert Line Line Line Capac No. ID Ln No Area Coeff CxA CxA Time Sys Rate On Up Length Slope Size Full = 363.44 O (ac) (C) (min) (min) ((n /hr) (cfs) (ft) (ft) (ft) ( °! °) (in) (cfs) 3 4 2 4.18 0.34 1.42 13.96 14.0 37.2 2.82 39.42 386.76 388.38 86.36 1.87 30 56.14 4 5 3 0.11 0.68 0.07 12.40 5.0 36.9 2.84 35.22 388.58 390.61 142.77 1.42 30 48.90 5 6 4 0.09 0.74 0.07 12.33 5.0 36.7 2.85 35.12 390.81 400.72 119.63 8.28 24 65.10 6 7 5 0.07 0.74 0.05 12.03 5.0 36.4 2.86 34.40 400.91 414.63 129.83 10.57 24 73.53 7 7A 6 0.09 0.68 0.06 11.98 5.0 36.2 2.87 34.37 414.83 426.33 122.49 9.39 24 6930 36a.cn ss _... ... ._....... _ .....__.._ ................_................................................ ............................... _........,..,... .......... ... ...1........... .. _........ _..... . _ ...... _ . .. I. .. _._ ..._........_ .. ............................... .. :- is „ ". .:?k ..... . . _....... .... .... ... ...... ... .. . ..... ..._...... rr , 489 r ti_ a ......................... ........... ..... ............................... •r.n 366.E ....ka <':•:;'. .,,..,,,y _" {r,:, `'f'`3%'z?+��, t rr; 4,;:. . .... ......... ................ 389 I- >...1 -- __ -- i :.:... ,..y<..rr.,t't ,z W 366(al , . ..,,: ?'a i'a, :d,` {tr' ^t • 289 tai l .- ................ - .... _ ..................... ........._ ✓ > {.�`'.:;: ^'.r,'. ;,.rtbe, .... :r� ",+ rite ........ .. .. ##gi'�n,� ..'.;� 364.110 ....,� „,;...:a .: <.,. '9;.,«: �.;. "x.`::,':...�; 1e.� x�.t `. ��r; �...a. ��i'•,�•, L:. ",^ '" `;A i „... .. i l � DOM. PROJECT N0:14 003 3622.av .......... ,., o e'r INDEX < _ .. ...._..__ ..................._.. .- ....._............................... ........_.............__....... � EX TITLE• .............................. _... .. ....................... .. _... .. __............... ............................._. _._ ...........__........................_........ .........._......_............. .... ... .................... ... ...... .._......_...........__. .................. ...._........ ............................ _.......... ............................... _._........ t.ea 1. ra STRUCTURE 2C CULVERT CALCULATIONS 360M a 6 10 r5 20 26 3E7 1 35 40 45 60 65 -211 60 SP21 SP21Cuter Culvert HGt Embank Reach Sft} ;l SHEET NO. 23 OF 38 4 EXISTING STORM DRAIN ADEQUACY COMPUTATIONS SP21 1 1S DATE: 12/01/14 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 363.14 a W HGL Up (ft) = 363.44 O Embankment Hw Elev (ft) = 364.43 W I .a W Top Elevation (ft) = 367.42 Hw /D (ft) = 1.55 >• <- 39.42 cfs + 8.95 cfs FROM STR 43 + 1.91 cfs from STR 62 = 50.28 cfs < Pipe capacity of 56.14 cfs Top Width (ft) Crest Width (ft) = 20.00 = 50.00 Flow Regime = Inlet Control W Q W <- 35.22 cfs + 8.95 cfs FROM STR 43 + 1.91 cfs from STR 62 = 46.08 cfs < Pipe capacity of 48.90 cfs I� r::� <- 35.12 cfs + 8.95 cfs FROM STR 43 + 1.91 cfs from STR 62 = 45.98 cfs < Pipe capacity of 65.10 cfs E-1 <- 34.40 cfs + 8.95 FROM STR 43 = 43.35 cfs < Pipe capacity of 73.53 cfs Q <- 34.37 cfs + 8.95 FROM STR 43 = 43.32 cfs < Pipe capacity of 69.30 cfs 5Y4CtUfC- 1 -Y28F S[flnf1 EVBOr Htv Depth (ft) Er 36a.cn ss _... ... ._....... _ .....__.._ ................_................................................ ............................... _........,..,... .......... ... ...1........... .. _........ _..... . _ ...... _ . .. I. .. _._ ..._........_ .. ............................... .. :- is „ ". .:?k ..... . . _....... .... .... ... ...... ... .. . ..... ..._...... rr , 489 r ti_ a ......................... ........... ..... ............................... •r.n 366.E ....ka <':•:;'. .,,..,,,y _" {r,:, `'f'`3%'z?+��, t rr; 4,;:. . .... ......... ................ 389 I- >...1 -- __ -- i :.:... ,..y<..rr.,t't ,z W 366(al , . ..,,: ?'a i'a, :d,` {tr' ^t • 289 tai l .- ................ - .... _ ..................... ........._ ✓ > {.�`'.:;: ^'.r,'. ;,.rtbe, .... :r� ",+ rite ........ .. .. ##gi'�n,� ..'.;� 364.110 ....,� „,;...:a .: <.,. '9;.,«: �.;. "x.`::,':...�; 1e.� x�.t `. ��r; �...a. ��i'•,�•, L:. ",^ '" `;A i „... .. i l � DOM. PROJECT N0:14 003 3622.av .......... ,., o e'r INDEX < _ .. ...._..__ ..................._.. .- ....._............................... ........_.............__....... � EX TITLE• .............................. _... .. ....................... .. _... .. __............... ............................._. _._ ...........__........................_........ .........._......_............. .... ... .................... ... ...... .._......_...........__. .................. ...._........ ............................ _.......... ............................... _._........ t.ea 1. ra STRUCTURE 2C CULVERT CALCULATIONS 360M a 6 10 r5 20 26 3E7 1 35 40 45 60 65 -211 60 SP21 SP21Cuter Culvert HGt Embank Reach Sft} ;l SHEET NO. 23 OF 38 4 EXISTING STORM DRAIN ADEQUACY COMPUTATIONS SP21 1 1S DATE: 12/01/14 I : . I ' I \ I I 'I k I \ \ I 1 I 1. 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I 17\, � \ , I ..ci I DA-fi�' "r,241 LOT 240 LOT 239 LOT-2 \(, ,ty Avinity � ity Avinity - \ , \ \ \ \ ""I, " �8 �v I FF=43' , \ _1>1 \ " \ \ 0 \, " \ - _., , I I I ��, 2 Acs, U-32 ____� LO - sf- 4_65� 9F=429 = www" =G6_ GF=416.0 G ' I .0.1 \ \ \\ \ U rn I I I I') , I , I t') i I I I . .1 I - 2,533 1 1,656 � *W sf np-07-n- �jjjg.j ') +=415 Q--, FF=.___ FF=432.0 / F� / � -1 1, \ ,\ \ '.�x \ \ \ \ \__ ""11 _ --,-...-- - :1'^!- , , 1,1�t , Wj.,.65..4"W MWEEW F=437.0 . I 0-1 - \ , \ 'N \ \ ,� ,� " , " ` _ , "I I I I I I I I F'Ftt _ 72 1.44 Acs. @0-4 - ches --- R --I 1 -,, . �,. � \ \ \ \ \ -, . __ __ '6A, . - \ 1, Xr- 2R ..... 1 ' F=436.0 11 I_ - FF=4,)/ __ - . _.. .. _ _ �i' 1,�, " \ 0 \ ,\ \ \ \ \ \ \\ -_ , _ � I , I i I I I I BFE� I c =0. 48 4.0 FF=435.0 PIO e 7.8 R /. � \ - - \ , \ , 1 1 1 i I 1 1 . 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LINE ;-- :::= . . . ... ... : . . ;�VIARIES -, I - I D.I. PIPE . ... . - i� . I i, ' , - .. . ___fi� * ; ' . .. . . - - .1 ,*� 2500 PSI CONCRETE .. 1* 11 -.� , --d 1 2'[-- . %, PLAN � - I . . ". - .4 .. . . * * , -SPACING - SPACING - SPACING . I z . to r77= . . I . . , ..� ; :�- . , , - . .7. . . '. I ., - .A . , 0 . FT., _,7`,_ - ... ' `;., z ]� D.I. PIPE . cli 1�� '-,-.' 6 kNCHOR NO. 1 AT �. .. , Z FIIRST JOINT ABOVE GRADE SPACING - MANHOLE. I 20%TO 35% NOT OVER 36' _� A',, - A 35% TO 50% - - NOT OVER 24' 11.4-A, 77. C; . . I I . I - ... - - - - - ... 0-1; NOT OVER 16' ��; F��4�-,T� .. 4, Z . 11. ., " , �" , - 4 ! . -1 � . ; . 11 '.. . E . �. . . . - _�.� 6" . �_� - _. ..; . PROFILE .. . , . . TYPICAL ANCHOR DETAIL FOR N.T.S FIG. S-4 - ,a �6_ "a I C a 0 a C - C It C E c 0 LL ME, 3 - :��e E - - �, - 1 �. �� ,z � I * 113 - 4) gi - 1, � I _ :Z 4i a� E 3 in ,-r ,r a � 4) CO M �I :9 co ) -4- -T � _C: M - � 0 1 N M! I �d lAic. No. 33028 I - 0 .-A d ,� 0 �0 11 I I . ��, '41, . -00 "ONAL .� 445 I I 14 I co I I I in " IM n IM - - - -_ 1 _=9 ,- �� i 1 SCALE: H: 1" = 30' 0 1 z ." = 10 0 10 20 . 30 Pr_4 T___I �D C) U � U) U) P4 1-4 �-� rl Im n rl "_ I W4 L r___________ r i If SCALE: V: 1 = 10' C; PZ4 �_4 &-' U = 5.: Z (z) _!::34, P-4 _L1 W �� ,_� �� 440 1 � M a W C) P-11 �_4 �:__ PO -gel >_ I W U) Ui �e 17MI - = E-1 _<� U >_1 = I..-i �-� 54 &_4 rZ) 04 C:4 E4 �-� E ... 4 U) _<� C/D U Ui 435 lr=� !� U) _<4 co z_t::� -c� P__1 =: 0 �� !4 L5j _j rn t 430 co Z z C, U W W 0 3: U) I INDEX TITLE: 1.� Y) N �� 5.: 425 pq U3 w= I CD M 04 " ?:: 1`1 ;� 420 C) M r) 415 5-: co 0 Ill 410 M 0 Cn Uj 0 ",41 U') 4 to U1j 405 ;_ --, co < M z < COP __I �i < 00 0 C> M CD CD 0 - �00 4 Cn 4 395 Lil __j co M "C 0 CO Z z I I I 390 C:) I 1-� U] I u .0 U � �� N I I U 8 - - = = 0 R Ih U 380 1 1 375 di M < 570 I I I I I U.1 _j k � 61 (d I 1 _; C'i C6 41 U_ I =A] 0 ("_2� SANITARY SEWER ANCHOR DETAA . SHEET NO: 26 OF 38 k,,SP2jV'_ ''-'�-""'--"'--.�--,-.-.,.--� ................ - --------- �.�-.--..-......-..--.-.--.-,.-...I . ......... I . ...... ...... - ... - ..... 1 .. ..... . . � 1____11 * k��% �_ 30 0 30 60 90 - �>� p4 C""D E ... 4 1 in " IM n IM - - - -_ 1 _=9 ,- F F I SCALE: H: 1" = 30' 0 1 z 10 0 10 20 . 30 Pr_4 T___I �D C) U � U) U) P4 1-4 �-� rl Im n rl "_ I W4 L r___________ r i If SCALE: V: 1 = 10' �4 P4 PZ4 �_4 &-' U = (D P4 Z (z) _!::34, P-4 W �� ,_� �� P4 1 � P-, M F4 M W C) P-11 �_4 �:__ PO -gel >_ I W U) 17MI - = E-1 _<� U >_1 = I..-i �-� 54 &_4 rZ) 04 C:4 E4 �-� E ... 4 U) _<� C/D �4 . lr=� !� U) _<4 co z_t::� -c� P__1 U Z �� L5j _j �� 11-- P-4 = F- F- W W 1 3: U) DOM. PROJECT NO:14.0( INDEX TITLE: I =A] 0 ("_2� SANITARY SEWER ANCHOR DETAA . SHEET NO: 26 OF 38 k,,SP2jV'_ ''-'�-""'--"'--.�--,-.-.,.--� ................ - --------- �.�-.--..-......-..--.-.--.-,.-...I . ......... I . ...... ...... - ... - ..... 1 .. ..... . . � 1____11 * k��% �< I DATE: 12/01/14 . 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I-0 0; ....... ..... ... . . ......... ...... . ....... .......... 6,111, 1111f ............... . .. ....... ........ . . ....... . .... ......... .. .... .... . .... . .... ................. . ............. . . . ... ....... ..... .......... ...... . .... ................ ....... . . .......... ... ..... . ............... .............................. . ... ..... ........ .. ........... .... ............... .... .. ....... ......... . 1.1-1-1 ........... .......... .. . .... . .... ............ .. ... .............. . ......... ............ ...... . .395 ... ...... .... * ..... .... ..... . . . .. ......... ...... ....... ...................................... . ....... ... .... . ..... ___Cq ------ . .... . ... . ...... .. .......... . ........ . - . ...... ... 380 .... . .... .. .... . . ... . .... ..... .. ........ . ........... . ... .. .. .... ... ... ... .. ... .. .... .. ............................. .. . .. C14 .................. . .. . . . .......... .................. .... .. .. .. ... ................. ............ ........... . ...... . .. ... ................ ................... . ........... ... ........... ....... .... . . . ........ .... .. .... ... ... . ...... ...... ....... .. .. ..... . . 375 .... . ... . ............................... . .. . ............ ............ ........................... ... . .... . .. . . ............. . . . ................ .... ..... .. .. ........... .. ..... . .. . . . . ...................... ......... GRADE' . . . . . . . . . . . . ......... EXIST.1 ... . ...... .... . . ... .. .. ........... ............ .. ............ .. . ... .. ....... ... ....... -EXIST.-GRADE .. . .............. ... ......... ....... .............. . . . . .................. ...... . .. ...... 390-- to 0 40C) jkf n.6 ........... ...................... ..... . ... . .. ... ......... . .. ...... . ..... . .. . .... . . ............. .... . .... 425 .... . ........... 0 . ...... . ....... . . . ........ .. ........ . ..... . ........ . .... . ............ . ........ ... . ..... . .. ...... ..... ........... . ... . ... .... .. . ... ..... 385 * ............. .... . Qm.p d .......... ... .. . . . .. . ........ ... . . ..... . ......... . ........ .... ............ ................ . .. ....... ....... - — ..... �L_ . ..... ..... ........ .. ..... . ..... .. . ..... ... . ..... . ........ ... . ..... . . . .... .. .... 425 .......... ... .... ..... .. .. .... . ...... to .. ... ..... ...... .. .. . .... . .......... . ..................... . . . .... . ....... . .... . . .. . . ... 380 370 .... ......... .............. 380 .............. .... .. . ...... .. .......... ............ .. ............................... CID I— t) .... 00 ...... . ..... . . ..... .. I ..... . ... . .. .... . ............... L6 CK) — -------------- ....... ............ ................... ... .......... .. ..... ... .. ... ..... .. . . ....... a) 375 n. co t2 .. ..... ... . ... .. . ........... I .... . . . ......................... .. .. ....... .. .............................. . .. .. ..... .......... ........ .. . . I ....... ... .......... . .............. . .... . . . ................ . . . . . ....... . . .. ..... ......... I .............. ... ......... .. ............ 1151 . . ........... . ...... ........................... . . ... ... ...... .......... .. .. .. . 1. 10+00 ............... ......... . ........ . ............. . . ........... .............. * .... ...... . . - ........ .... ......... . ......... . . . ..... . . ..... ........ .. 4" Force Main Inverts: Structure R: (3) Inv. In = 385.11 Structure S: (3) Inv. In = 386.38 Structure T: (3) Inv. In = 386.65 SANITARY SEWER PROFILE EXA1 —> 'T �SMYH'Offlf S_CALE:_1"=30' - VERT. SCALE: I"=10' I 450 - - - - ------_---- . ........ .. C --------------- .......... .. ... .. . ....... 445 L tC -------- -------- 440 C C----------- . ..... ....... ------- . ...... 435 c LL 430 -PROPOSEDE-GRADE' 425 - — — — — — — — — — — — ------- if ... ......... ----- --- ------ . ........ . 420 - ------- -- - ------ 415 H6k^!i�6R_ -,E W. ----- ---- PVC ......... .. ----- - 02.55% ------ .2D INV.=41214- 410 .... ... -------- . ......... . . ..... .. -6 - - - ----------- - - ----- . .......... ----- ----- ... .... % 405 ... ....... -STA. =12+61;46_.__. ------ ------- ............. ........ ... . ......... ... ----------- 400 0 . ... . ..... — - - ------ c. No. 33028 395 - -- --- ---- ----------- ---- _- _ ONAL.�V Ail (R)(S)(T) Cn 410 i 410 .. .......................... .. .. .... .. ... .. .. ....... . .................. c. ... . ............. ..................... .......... ........... . .. .............. .. ............ ..... I. . .. . . . .............................. .......... . .. . . . .. ..... ... . ................. ....... .... ........ .. . . ..... ..... .. . .. .... ... ..... .. ......... .. . '04 00 C> � . . .. ................ ...... ................. ........... ... .. . . .......... . . . ......... . . . . ........ . .. . . ........... ... .......... .... . . .............. ........ I ............ . . ..... ......... ....... ..... I .. .. ...... ...... . ..................................... . .... -- - ------------ - ----- . .. ................ . . .. . .. ..... . ..... ..................... .... ....... . .... .. . .. C) Q4 Z . ...... 405 ......... . f.0 . ................ ......... - . . . .... . . . .... .. . ........... . . .... . ...... . . . . . . ....... .... .. 0 - - ---------- --- ... ........ . ... . ...... .... * ..... .... . 405 . . .. . .. .... . . .................... . .. . ......... . ............. .. ............... ..... . . . ..... ........... .. . . ........................ . .... . .... .......... ............. .... . .......... . ....................... .......... . - Q_ CLI . t........... ........ ........ ..... .. ......... ................. ... .............. ............. . .. .. ...... 400 ............ ..... ...... . .. ......... ...... CD CD ........ . . ......... — ....... I ... . ...... . . .... . ........ .. .. . ..... .................. ... C14 ... ......... . . . . ....................... ........... ....... . ....... . ..... ..... . ..................... ................ 435 ........... M. .............. ...... . ........ . . . ......... . ..... 400 ..... ..... ............ ................ ..... . ...... +--. -CL- ......... .... ................. ld . .... . ..... . ............................ .. ................. .................. . .................. . .......... .. . . . .. ............. . ....... . ... ...................................... ................ ... .... ... ... ... ....... .. . . ......... . ............ ... ...... .... ... . . ............. .. . ..... .. .... ......... ........ ..... . .................. ....... . ....... ..... . .... ... * .. ......... .. .... ... . . . ....... ........ .. . ........ .. .. . . ................ . . ....... ....... . ... .... . ................... ............... ....... .. Ljj _j .. ... . ........ .......... . ........ .. ... ............. ,395 . ..... * ...... ... . ............ LU Q_ ........... . ... . ................ ..... .. ............ .. ....... .... . . ... ... . . .... ......... .. .............. .. ... . .................. . ... . .... co ........... ... ..... ........ ... . ... ......... 395 ..... ...... ......... .... ................ . ............ ............ . .......... I .... ........ PROPOSED..GRADE-7,� ........... . . .. ..... . . .. .... . ........ . . ................. ............ .. ...... . ... . .................. . .... . . . . . ............. ..... ...... ... . ...... ... .. . ..... . .... ....... . . .. .. ......... ..... . . . ...... . ...... . I ........... .. . __ ......... ... .... . . . .. ..... 390 .. ....... . ..... ......... ..... ...... . ... .................................. . .. ... .. ... ... . ... .. I .. .... ........ ... . ....... . ...... ....................... .. I ............. . .. . ..... . ......................... ....... . ....... . .. ......................... . . ..... .. . . .. ...... I.., ................ ..... . . .. . . . . ................ ... .. . ........... . . . . . .................... . .. ...... . ....... . . ........ I . . ..... ... . ............ .. ......................... .. ......... 9.4385 . ........ ....... ...... 390 . . .... .. . .... . ....... ................... . ...... ......... ........ . .. . .. ........... . ........ .. . .. .. ........ ... ... .. ... .................. .... ... .. . .. ..... .. I .................. .... . . .. ... . ................... ..... . . ........ ..... .......... . . ...................... .. . .. . ... .... . iz� 0 3 85 ........... . . .. .... 4,26.! . Er . .............. PVC-0 1.17% ............. .... ... .................. . . .. .. .. . ............... .................. . . ..... .............. . Z80' .... ... .... .. ...... . ........... ....... ... .. . ................. . .. ..... ......... . .. .. ......... . . ... ........ ...... . r_ 0 -T- 385 0 ... ....... . ... ........... ... . . . ......................... I-0 0; ....... ..... ... . . ......... ...... . ....... .......... 6,111, 1111f ............... . .. ....... ........ . . ....... . .... ......... .. .... .... . .... . .... ................. . ............. . . . ... ....... ..... .......... ...... . .... ................ ....... . . .......... ... ..... . ............... .............................. . ... ..... ........ .. ........... .... ............... .... .. ....... ......... . 1.1-1-1 ........... .......... .. . .... . .... ............ .. ... .............. . ......... ............ ...... . 380 ... ...... .... * ..... .... ..... . . . .. ......... ...... ....... ...................................... . ....... ... .... . ..... ___Cq ------ . .... . ... . ...... .. .......... . ........ . - . ...... ... 380 .... . .... .. .... . . ... . .... ..... .. ........ . ........... . ... .. .. .... ... ... ... .. ... .. .... .. ............................. .. . .. C14 .................. . .. . . . .......... .................. .... .. .. .. ... ................. ............ ........... . ...... . .. ... ................ ................... . ........... ... ........... ....... .... . . . ........ .... .. .... ... ... . ...... ...... ....... .. .. ..... . . 375 .... . ... . ............................... . .. . ............ ............ ........................... ... . .... . .. . . ............. . . . ................ .... ..... .. .. ........... .. ..... . .. . . . . ...................... ......... GRADE' . . . . . . . . . . . . ......... EXIST.1 ... . ...... .... . . ... .. .. ........... ............ .. ............ .. . ... .. ....... ... ....... -EXIST.-GRADE .. . .............. ... ......... ....... .............. . . . . .................. ...... . .. ...... try, 0 00 to 0 40C) jkf n.6 ........... ...................... ..... . ... . .. ... ......... . .. ...... . ..... . .. . .... . . ............. .... . .... 425 .... . ........... 0 . ...... . ....... . . . ........ .. ........ . ..... . ........ . .... . ............ . ........ ... . ..... . .. ...... ..... ........... . ... . ... .... .. . ... ..... .... ... .. .. ........ * ............. .... . Qm.p d .......... ... .. . . . .. . ........ ... . . ..... . ......... . ........ .... ............ ................ . .. ....... ....... - — ..... �L_ . ..... ..... ........ .. ..... . ..... .. . ..... ... . ..... . ........ ... . ..... . . . .... .. .... 425 .......... ... .... ..... .. .. .... . ...... to .. ... ..... ...... .. .. . .... . .......... . ..................... . . . .... . ....... . .... . . .. . . ... 380 370 .... ......... .............. ............ .............. .... .. . ...... .. .......... ............ .. ............................... CID U ED 00 t) .... 00 ...... . ..... . . ..... .. I ..... . ... . .. .... . ............... L6 CK) to ... . ......... 0 co ... ...................... ....... ............ ................... ... .......... .. ..... ... .. ... ..... .. . . ....... a) 00 0 n. co t2 .. ..... ... . ... .. . ........... I .... . . . ......................... .. .. ....... .. .............................. . .. .. ..... .......... ........ .. . . I ....... ... .......... . .............. . .... . . . ................ . . . . . ....... . . .. ..... ......... I .............. ... ......... .. ............ ........ ..... ...... . . ........... . ...... ........................... . . ... ... ...... .......... .. .. .. . 1. > ............... ......... . ........ . ............. . . ........... .............. * .... ...... . . - ........ .... ......... . ......... . . . ..... . . ..... ........ .. + - n - - +' . . . .... .... . .......... .... . ... ...... . ... . ............ .... XIST 365 . ..... SANITARY SEWER PROFILE DHG L 420 ...... ... .... I * ... . .. .. ....... . ... * .... ..... . ..... * ... . ...... * .... . ........ .... ........ . ..... . ..... ..... . ...... ...... ... ............... 365 ....... . ... .. ...... . ............ .. ..... . .... ................... . ....... . . ................ . . .. ... ... .......... ...... ... .. .... .... . .... . .............. ............. .......... . . .. I ............ . . .... . ....... . .................. . . ... . . . ................ . ... . ... . . . ...... . ...... . ...... . .... -71 ............ . . ...... . . . . . . .......... . ......... ........ ...... ... .. . .................... .... . ........... . . .. . .................... ........ ..... ............... .. . g(l) D 5LL Ln . . . . 545 z> ............ .. . . . .. . ....................... .. ... ... ............ ........ .... SP2 HORIZ. SCALE: 1"=30' . ....... 360 360 1 11+00 12+00 13+00 qj, go 1� 0+00 15+00 440 ................. 4" Force Main Inverts: Structure R: (3) Inv. In = 385.11 Structure S: (3) Inv. In = 386.38 Structure T: (3) Inv. In = 386.65 SANITARY SEWER PROFILE EXA1 —> 'T �SMYH'Offlf S_CALE:_1"=30' - VERT. SCALE: I"=10' I 450 - - - - ------_---- . ........ .. C --------------- .......... .. ... .. . ....... 445 L tC -------- -------- 440 C C----------- . ..... ....... ------- . ...... 435 c LL 430 -PROPOSEDE-GRADE' 425 - — — — — — — — — — — — ------- if ... ......... ----- --- ------ . ........ . 420 - ------- -- - ------ 415 H6k^!i�6R_ -,E W. ----- ---- PVC ......... .. ----- - 02.55% ------ .2D INV.=41214- 410 .... ... -------- . ......... . . ..... .. -6 - - - ----------- - - ----- . .......... ----- ----- ... .... % 405 ... ....... -STA. =12+61;46_.__. ------ ------- ............. ........ ... . ......... ... ----------- 400 0 . ... . ..... — - - ------ c. No. 33028 395 - -- --- ---- ----------- ---- _- _ ONAL.�V 440 z Cn C-3 I+I+U ........ .. ....... . ........ . .... b C> . . ..... ........... _b: . . . . ........ . .. . . ........... ... .......... .... . . .............. ........ I ............ . ........ ... ... . .... ........ ...... ....... ....... . ................ . ....... .. ............ ... . .. ... . ... ... .. ... ... ... ..... .... .. .......... to ... . . . ... . ...... . .... .. . .. C) Q4 Z . ...... .......... ....... ... ........... . . ...... . ....................... .. ... .. . .... ... ..... .. ................... ............ ......... 0 - - ---------- --- ... ........ . ... . ...... .... * ..... .... . .. . .......... . . .. . .. ............ 0 . . ... . . ... ...... .... ................. . .. ..... . j Pe - ------- - .... .. ... ... ... . .... ......... .. . ... .. .. E4 455 _. I I I .... . ..... .. . . . LO 435 ........... M. ........... . ...... . .............. .. ....... . ....... ............................... ..... ..... ... .. ............. . . .... .... . .. .. .. 9 ------ ----- 19 ------------- ..... . 455 . . . . ..... ..... . .... ... * .. ......... .. .... ... . . . .. . . . . . ........ .. .... . .... ..... .. .. . . I............ . ................ .... ...... ..... Ljj _j 435 .. . .......... ... . . ...... .--Cq ............. ............................... . ........... ................ ........... . .................... . . . . ............ . . . . ... . .... .............. I.- .............. . .......... . ............... ........ .. ..... .. . ............ ................ . . . .................... .. ....... ..... . .. ...... . . . ........... ... . . . .......... _ ........ . .. . ........ . ........................ .... . .. .... ... ... . . .... ......... .. .............. .. ... . .................. . ... . .... co ........... ... ..... ........ ... . ... ......... co ..... ...... ......... .... ................ . ............ ............ ..... ...... . .. ..... . . ..... .......... .. . 11.1 ..... . ....... .. . ..... ..... ... .. ..... . . . ................ ... . . ..... .......... . ......... .. ......... . . . . ........ ...... ..... ------------ . ... 430 ......... ... .... . . . .. ..... fl- (I- ................. 0 0 ...... . . .......... .. .. . .............. .................... I .. .... ........ ... . ....... . ...... ....................... .. I ............. . .. . ..... . ......................... ....... . ....... . .. cm ... . .. . .. . . ... . ...... ............... . ............. . ...... . . ................ ....... . .... . . . ... ........... ............ I . .... - ---- ---- ........... . .... .. ... ................... . .............. ... ...... .... .... ... . . . . ... ... ......... .. .. .. ... . .... I . . ........ . .. . ........ . ....... ... . . ..... . . .... .......... .. . . .... ... iz� 0 3 85 430 ... ............... .. .... ..... ............. .... ... .................. . . .. .. ........... LLJ . .. ... . . . .................................................. . .. .... .... ........ . ........... ....... ... .. . ................. . .. ..... ......... . o 0 r_ 0 -T- . ...... 0 ... ....... . ... I_0 . ....... . ..... . ....... ...... ......... .... ... .... .. I-0 0; — ------ 0 __j �0 . .... .. . . ....................... ..... . ............... .............................. . ... ..... ........ .................... . ................ ................ ....... ............ ...... . .. .................................... ...... ....... ...................................... . ....... ... .... . ..... ___Cq ------ . .... . ... . ...... .. -,q . . . .. ....... . .... . ... ........ .... . .... .. .... - ------ ------ J ..... ... ................... . ........... ... ........... ........ ... ..... . . .. .. . . .. ....... . ..... . ...................... . .. .. . .... ....... .. .. ..... . . . ...... . . .. ..... . ...... ... .. ... ............ ........................... ... . .... . .. . . ............. . . .. .. ...... ... .. . ... ... . .. ... ... . . . ...... .... . . ... .. ..... ....................... ... .... .. .. ...... ... ....... -EXIST.-GRADE .. . .............. .......... .... . -- — — — — ............... . .. . ......................... ........ . .... ....... . ............. . .. .. . . ..... . .............. 425 . ...... ... ------- . ... . .. ..... . ........ ... . ..... . .. . .......... . ... . ... .... .. . . ... ............. . ......... ..... .... ... ........ ..... ................. .... ..... .... .... ............ ................ . .. ....... ....... - — ..... �L_ . ..... ..... ........ .. ..... . ..... .. . ..... ........... I ................. . ....... . . . .............. ... . ..... . . . .... .. .... 425 .......... ... .... ..... .. .. .... . ...... to .. ... ..... ...... .. .. . .... . .......... . ..................... . . . .... . ....... . .... . . .. . . ... 380 445 .... .. ....... .............. . ..... ............. .. . .......... ........ ...... . ..... . . ..... .. I ..... . ... . .. .... . .... .. . ... C -I 4 4 5 ........ . . .... . . ....... .... ....... . ...... . ... .. ............ ...... . .................... . .. . ......... . . . ... .. ..... ... . ... .. . ........... I .... . . . ......................... .. .. ....... .. .............................. . .. .. ..... .......... ........ .. . . I ....... ... .......... . .............. . .... . . . ................ . . . . . ....... . . .. ..... ......... I .............. ... ......... .. ............ ... . .......... ..................... . . ........... . ...... ........................... . . ... ... ...... .......... .. .. .. . 1. ........ .... ...... .. ...................... .. ... ... . . . . ............... .. . .......... ..... . ....... . ..... ......... ....... ....... ..... . .... .... ...... .......... .... .. ........ . .. ..... ..... . . . ......... .. . . .. . ........ .... XIST - ....... . SANITARY SEWER PROFILE DHG L 420 ...... ... .... I * ... . .. .. ....... . ... * .... ..... . ..... * ... . ...... * .... . ........ .... ........ . ..... . ..... ..... . ...... ...... ... ............... .......... ... ...... . ............ .... ..... .. .... ....... . ... (n z ... ..... .. Z .. .... -71 ............ . . ...... . . ...... . ......... ........ ...... ... .. . .................... .... . ........... . . .. . .................... ........ ..... . ............. Iz 375 SP2 HORIZ. SCALE: 1"=30' . ....... 11+00 12+00 13+00 14+00 15+00 440 ................. .............. ......... . ..................... . ........ . . ............... 1.11--.1 .. . .................. . .. . ......... .. . ... . ..... .... . ........ VERT. SCALE: C=10' . ......... . ... . ..... . ....... . . . . ................ .. Z z . .. ....... ........... ... ............... ........... . ................ ..... ...... ...... . . .. . .... ........ . .. . ............ ....... ..... ...... .. .. . .. ..... ........... . . . .... . ... .. ... . ....... ...... . ....... . .. . .. ... . ...... .. .. . .. . .. ... ... . . WATERLINE- . . ...... . ........ . . ....... .......... .. .. ....... ... . .. .. ............. ... ... .. .. ............... ....... . .. ...... .. . ....... .... ......... .. .. .... .. ......... . . . .. ... ....... ......... .. . ... ... .................. .. . . . ..................... ... .. . ... . .... ...... . ............. .......... ... .. .. ...... .............. .... .. .. ...... .. ... ..... .. . ......... .. ........ ... . ... ... ...... . ... ..... ... ........ ................ . 435 415 415 S EA.'- 12+ 07. O�' 435 OEX-B 465 op .... . .. .. .. . .. ....... . .... ... .... . ............. . . ... ................ . . ... ..... .... . ....... INV�=408.18 \ . OQ . ... ....... . . .. ....... .... OQ, 465 ---------- ...... .... . ------- .......... . . . .. ..... R ... .... .. . ............ ............ ..... ...... . . . . . . ..................... . ... . .... . ..................... ........ .......................... ... ...... .... .. .... ... .. . ....... ...... .......... . .... ......................................................... .. ...... . ............. . ......... .. ... . ....... .... .. .. ... .... ... ............. . ........ ..... ... .. ... . ......... . ..................... . ....... ........ . ...... . . . . ....... . ..... .. .. . ............. A�rbb- 430 .. . .... .. . .. ..... I .. . . .......... .. .. . ...... ... . ... ... .. . .. ... .. ...... ........ ....... ... ... .. . . .. .. .. . ..... 410 . ...... ........... ......... .... .. .. .... C) C> ....... ... .. ............ ..... . .............. . .. ............... . . ....... . .... . ... .......... . . ... .. .............. ...... .. ... ........ ..................... . ........ ............... . .... . .. ............................... ........ ...... ..... ........ .... .............. . ... . .... . ....... . . . .... . ........... . . . ................. ............... ... . .. .................... .......... .. ...... ... ....... . ...... ... . . ....... . ......... . ....... . .... .... ........ .. . .... .... ..................... . ............... . ....................... . ... ..... .... ..... . .. . .. . . ........ . ...... . ......... ..................... ...... ......... .. ..... ......... .. ...... . .. . ...... ... .. ..... .. ..... . .. ........ . .... ...... ..... .... . ... .. ... ........ . . . . . ........ . ......... . . ................ . ............. . ... . ................ . ................. ....... .. .. .. .. .. ... .... ............ . .. ........ .... .. ......... . .......... ...... . .. .. . .. ... . ..... . ..... .. .. .......... . ......... . .... ........... .. . .......... .. ...... ....... ...... .. .......... ......... . .......... . ...... .............. . . ..... ... .. ... . . ..... .............. . .... . . ..... ............ ........ ......... .............. ....... ...... ................ T 410 .. ...................... .. ...... ..... ...... ... . . . ... . .... ........ . ......... ................ ... . ... .... ... .......... . ............. . .... ............ __._..1 ......... . .. .. ........... ........... I . .. .... ........ .. .. ................. I ............... .............. .... .......... . . ... ................. ... .. .. .. ...... .. .. .. .. � �, . . ....... 1"'.. ..... . .. .. . ... . .......... INV.t�425.47 --- . . .. ........... ........... .......... ......... ............ ...... . ......... ......... ... ---------- --- ................................ . .. .... .. ...... . ... ........... . .... . ......... ................. . .... . . . ......... ......... .. ......... .. .. .... .. . ........ I . .......... ...... ..... .. .. .. .. .. ..... 405 440 z Cn C-3 I+I+U ........ .. ....... . ........ . .... b C> . . ..... ........... _b: . . . . ........ . .. . . ........... ... .......... .... . . .............. ........ I ............ . ........ ... ... . .... ........ ...... ....... ....... . ................ . ....... .. ............ ... . .. ... . ... ... .. ... ... ... ..... .... .. .......... to ... . . . ... . ...... . .... .. . .. C) Q4 Z . ...... .......... ....... ... ........... . . ...... . ....................... .. ... .. . .... ... ..... .. ................... ............ ......... 0 . ...... .... . . ....... .... ...... .......... ... . . .. ........... ................ ... ........ . ... . ...... .... * ..... .... . .. . .......... . . .. . .. ............ 0 . . ... . . ... ...... .... ................. . .. ..... . j Pe = . .... ..... .. .. .. .... .. ... ... ... . .... ......... .. . ... .. .. E4 455 _. I I I .... . ..... .. . . . P___1 En 435 ........... M. ........... . ...... . .............. .. ....... . ....... ............................... . . .. . . . .... .. ..................... .... .. ... .. .. ....... . .. .. . ... .. ............. . . .... .... . .. .. .. ..... .... ................ 455 . . . . ..... ..... . .... ... * .. ......... .. .... ... . . . .. . . . . . ........ .. .... . .... ..... .. .. . . I............ . ................ .... ...... ..... Ljj _j 435 .. . .......... ... . . ...... .... ......... .... ... ..... ..... .. ..... . . .......... . . .. ............. ............................... . ........... ................ ........... . .................... . . . . ............ . . . . ... . .... .............. I.- .............. . .......... . ............... ........ .. ..... .. . ............ ................ . . . .................... .. ....... ..... . .. ...... . . . ........... ... . . . .......... _ ........ . .. . ........ . ........................ .... . .. .... ... ... . . .... ......... .. .............. .. ... . .................. . ... . .... ... . .......... ........... ... ..... ........ ... . ... ......... co ..... ...... ......... .... ................ . ............ ............ ..... ...... . .. ..... . . ..... .......... .. . 11.1 ..... . ....... .. . ..... ..... ... .. ..... . . . ................ ... . . ..... .......... . ......... .. ......... . . . . ........ ...... ..... ------------ . ... 430 ......... ... .... . . . .. ..... fl- (I- ................. 0 0 ...... . . .......... .. .. . .............. .................... I .. .... ........ ... . ....... . ...... ....................... .. I ............. . .. . ..... . ......................... ....... . ....... . .. .... ... ... .. ..... .. .. .... ..... ... . .. . .. . . ... . ...... ............... . ............. . ...... . . ................ ....... . .... . . . ... ........... ............ I . .... - ---- ---- ........... . .... .. ... ................... . .............. ... ...... .... .... ... . . . . ... ... ......... .. .. .. ... . .... I . . ........ . .. . ........ . ....... ... . . ..... . . .... .......... .. . . .... ... ..... ...................... . . ... ... .... .. ...... ........... .... . ..... 430 ... ............... .. .... ..... ............. .... ... .................. . . .. .. ........... 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"" I 11, .. ........ ....... * ------- .. .... -71 ............ . . ...... . . ...... . ......... ........ ...... ... .. . .................... .... . ........... . . .. . .................... ........ ..... . ............. 440 420 ...... ...... .... . ....... ------ 440 ................. .............. ......... . ..................... . ........ . . ............... 1.11--.1 .. . .................. . .. . ......... .. . ... . ..... .... . ........ . . . ...... ....... .... . .... . ........ .......... ........ .. ... ... . .. ... . ............. ...... .. ..... ....... ............. ........... ......... . .... ........ .......... . . . . . . ..... ... ..... ..... ..... ... . . . . .... . .. . ...... I . ... . ......... . ... . ..... . ....... . . . . ................ .. -1 . ..... . ... 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R ... .... .. . ............ ............ ..... ...... . . . . . . ..................... . ... . .... . ..................... ........ .......................... ... ...... .... .. .... ... .. . ....... ...... .......... . .... ......................................................... .. ...... . ............. . ......... .. ... . ....... .... .. .. ... .... ... ............. . ........ ..... ... .. ... . ......... . ..................... . ....... ........ . ...... . . . . ....... . ..... .. .. . ............. A�rbb- 430 .. . .... .. . .. ..... I .. . . .......... .. .. . ...... ... . ... ... .. . .. ... .. ...... ........ ....... ... ... .. . . .. .. .. . ..... 410 . . .. .. . .......... .. ............ ..... . .............. . . . . . . ................... .... .. . .................... . . . I ...... ...... . ................. ................ . ...... 430 .... . ........ . ................. . ... ............ .. ... . ....... 18n, HDPE --STORM,- SEWER,---- ........ .... . .. .. ........ . 410 .. ...................... .. ...... ..... ...... ... . . . ... . .... ........ . ......... ................ ... . ... .... ... .......... . ............. . .... ............ __._..1 ......... . .. .. ........... ........... I . .. .... ........ .. .. ................. I ............... .............. .... .......... . . ... ................. ... .. .. .. ...... .. .. .. .. � �, . . ....... 1"'.. ..... . .. .. . ... 425 . .... ..... .... INV.t�425.47 --- . . .. ........... ........... .......... ......... ............ ...... . ......... ......... ... .... ............................ ................................ . .. .... .. ...... . ... ........... . .... . ......... ................. . .... . . . ......... ......... .. ......... .. .. .... .. . ........ I . .......... ...... ..... .. .. .. .. .. ..... 405 ... . ...... ... . ....................... . ... .. .. .. ........... . ......... . . . . .. . .... . .. . . . ............... ........ ** ........ . . * . . . ............... .. . ........ . ..... . . ........ ...... . ..................... . .......... .. .... ..... . .. * . .. ..... ..... .... . . ....... . ........... . ................. . . ..... ............. ...... . .... . ..... ............ . . .......... ....... ... .... .. ................. . 425 ........ ....... .. ....... ------------- . .. ..... . . .... .... ... . ..... .. . ...... .. .. .. .. .. .. . . 405 . ...... .. .... .. . .. . ... ..... ..... ... .. ..... ................ I .. . .......... .................. . ..... ............ . ................ . . . ......... . .. ...... . ............... ... .... .. . ........ . .. .. ........ .. .. .. . ... ...... . .. . .. ......................................... . . ................. . . .... . ............... . .. . .. ....................... . —FKQPQRD .. ....... . . . . .......... ... ....... . ............ ...... ... . ..... 9; 69, 9 . ............. . . .......... ....... ... ..... ..... .. .. . .......... .. .. ...... .......... .. .. ......... . ............... . .. . .... ........ . .. ....... ... ... .... .... ..... ........ . 400 . . .... . .. ... .. ... .. . ... .......... ........... . .. ... ... .......... . .... . ..... .. . ........ ..... - - - ---- ---- ----- . . ......... . ......... ...................... . . .. .. ..... . ........... . .... ...... -- - ---- . . ........... .. . ... .... ................. .................... ............. . .. ........ . . . .. .. .... ..... . . ...... ...... ................. . ...... . .. ...... . ...................... . ............... ..... ...... .. . ... ... . .......................... .. . .... . ..... ..... .... .. ... . . ........ . .. .... ... .. ............ ....... ... .. . . ............... ................. ........... . ...... .... .. . ..... . ... . ... ........ . ... ... ..... ....... ....... ... . . .. ..... . . ........... . 400 . ........... ... ....... . . . ............. .. ........ .. .. . .... ........ ... .... ........... . .. ...................... .. .... . ..... .......... . 420 .... . ....... ................................... .. . .. . ..... ..... . ..... ........... ... ..... .......... . . .. .......... ........... ... . . . ..... . ... . .... . . . ....... . .......... . ....... . ....... . ..... .......... ................ . .... ; . ............ ............ ... . .... .... . ............ . . . .. ........ ......... . ..... ............................... ... . . ..... . ...... ................ . ... . ................. .. ... . .... ............. .. .. ...................... .... . .. ..... ... . . ..... ............ .. .. ... ...... .. .............. . ............. . ..... ... .. ........ .. ... . . .. ... .............. ........... ... .... . . ............. ...... ... .. .. .. . ........ ................ ...... .... ........... ... ......... . ... ... .. * .... ... ... . .... ..... ...... . ........... .... . ........ . .... . .. .... .. . ...... .................. ............... ... .................... ... ....... .... ... ..... ... ......... ...... ..... ................ . .. .. ........... ... ......... .... ...... 395 .. .......... 420 . . ... .................. . .... . ........ ...... . . ........ .. ... ...... ......... .. . ........ . . .. . .. ............. f *,/ * .... .... ..... ............. . .............. . ............ ..... ..... ... ......... .. ........... . ........................ .. . ......................... . . ......... . ...... .......... .......... ............. 395 .... . ......... .. ......... . . .... .... . ... . .. ..... ................ .............................. . ... . ... ....... ...... . . ... ........ .... .............. - ---------- 15' - HDPE STORM SEW. ------------- ...... .... .......... .... .............. . ..... . . - -- --- ---- ----- ........ .. ..... . . ... . ..... ------ --------- . ... .... .... .. ....... .. ..... ... ...... ................. ......... .... ........... . ... ........... ........ ... .... .......... ....... ... 415 . . .... . . . .... . ............ ............ .. .. ... . . . .... ... ... ...... . .... . ............. ..... .. . .... . ....... ........ . .... . .. ... . .. .... ..... ................... ..... .................... ...... . . ............. . ........ .. .. . ................. ... .... .......... . .. . . .... .. . .... ................ I .... ....... . ........ I . ....... . . ......... ......... ... ......... .. .. ........................ .... . .. . ........ . .. ...... .... . ... . .. .... . ............. . . ...... . ...... 415 .......................... ... ... ................ . .......... ........... ... 390 - - - * . ... ..... .................. . . . ....... . .... ....................... . .. . . .... ......... .. ........ ......... . .... . .. .... . .. ..... ... . . ....... ....... . ..... . ...... . . ........ . -INV.=402.34 .. . . . ....... ... .. .... . . .... . . .. ... .. .... . ....... ....... . ................ . ............ ...... .... ............. . ...... . ......................... ...... ... ... .. ... ... ... ................ .. ............ ------- ... .. ....... ........ ..... .. .. ..... .... ... ... ...... .... . .......... ------ I__j __j - ---- . . .... .......... . . . ....... . . ................... . . ......... ........ .. ......... ..... ... ------ ... . ... ....... . ....... 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I ......... .......... .. . .. . . . .. ..... . ........ . .... . .... . ......... . ............. .... ... ....................... ........ . .......... ... . .. . ....... . . ....... .. . .... . .......... ... . . ..... ........... .. ... ... ..... ..... . ....... ... ------ I_- ....... . ......... . ..... ...... ..... ...... ...... ...... ........ ..... .. .... ... .... .... ... .. .. .. .. ......... Cq N .. . .... . .......... . .... .......... . . ............ . ... ..... . ........ . ...... .. .. .. 0 0— 0 N -0,0 ........ ... . ..... ......... . . ... ....... . . .......... . ....................... ....... . . ... .. ..... . .4 .. . .. . .. .... ........ .... . .... ... ........ ... ............. 00 - -- --- LO C14 . . . . ........ .. . ...... . .. Ito . . .. . ......... ...... ........ 04 t2 _-: . .... ...... 380 . .. . . .................... .. .. .. ................ .. -- , t------- ........... .............. . 3 ..... ......... ... .. ... ...... ... . ... .. .. .. ................... . . .. ........ .. ........ . .. ....... ......... .......... .... .... ... .. 40 ... ....... . IN ....... I .. .. . .. ...... ....................... . . . . . . . . . . ..... .. ........... I . .. ... ............ .14 . ................... .... . ........ . . . ...... ...... .... . ... ..... .... ............... . ...... ... ......... ........... .... ..... . .............. .. . .. . ................... ............... . .................................. .......... ... .... ........... ............ ... .. . . . ..... .. ........ . .. 01 . ......... .. .... .. I 0 ..... . ..... ., " .. I i-j O.. .. . ...... . 41 . . .. .. . ... . ..... ....................... .... ..... . . ...... . .. . ..... ....... . ................ .. .. ....... ... .... . ..... ..... . . ..................... 405 380 ....... . ........ ....... O(O ......... ... 0, ........... 00 rl. ...... ... �2 ..... � .............................. ..................... ........ . 01 .. . .......................... . ........ . ... - _j .............. ... . . ........ .................. . ..... .. ... . .. .. .. . ..... ..... ............. .... ........... ....... . ... .. .. ........ ....... . . . ....... . ........ .... . ......... .. .... . .. ..... ...... ....... . . ..... ... . .. ....... ... .... ... .. .... .... .. ....... ... ..... . .. .. . . .................. ............ ... ....... . ................. ...... ...... . ------- .. ........... . . ............ ..... I ............ .......... . 0 . ....... .... .......... . . ........ . . . ..... . to . .. . ................. 405 00 00 ... . .. .. .. ... ..... ........... . ... .. ..... ....................................... . ... ... . . .... ...... '�;j ...... .. ........................ . ... .......... . .... . ........ .......... . ............... .. .... . ..................... . . . .... . .. ......................... . .. . . ........ ... ...... .... ... .............. - --- --- ----- ........... . . ... !� I ......... . .... - . ...... i.. !.� . . I ... .. . ...... .. . . ....... ..... . . - - ------------- . . . .. ........ .. . U1 ...... . . .. . ........... . ..... . ...... . . < I-Z* - ---------- - - ------ ------ .. . .. .... ..... . . . ............ . .... ....... . ........ . .. ............. .. . .................. . ...... I.., ........ . ... . ... ......... ............... I .................... . ..... ... ..... .... . . ........ .................. .... ............... .............. . + ..... ...... . . .......... 400 (n I W Z1 . . .. . .. . . .... .. ... . ... . . .... ....................... ............. I .. .. .......... . ... ...... ...... .. .. .. 375 ...... ... .. ............ . Z_Z => . ..... 0-L * *"-"",-"--,--,*-,-'',--""",--",-,* ..... ..... ...... . .......... . ..... . ...... . ....... .. ------- ....... .. ..... ........ ....... I ..... ...... ..... .. ........... .... ....... . .... ........ . . . ..... 400 9+50 10+00 11+00 12+00 =01 � . .... 13+00 ................. . .. ....... ... ...... 14+00 15+00 .... ... .. .............. .............. . ... .. ... . .... 0 .. . ......... 370 ............. .. . .... .......... . .... ............ ........ . . . ............. . ........... .... . ...... ..... .. .... . . ....... . ....... . . ...... ........ . . 440 z Cn C-3 I+I+U ........ .. ....... . ........ . .... b C> . . ..... ........... . ........ I .... ....... . . . . ........ . .. . . ........... ... .......... .... . . .............. ........ I ............ . ........ ... ... . .... ........ ...... ....... ....... . ................ . ....... .. ............ ... . .. ... . ... ... .. ... ... ... ..... .... .. .......... to ... . . . ... . ...... . .... .. . .. C) Q4 Z . ...... .......... ....... ... ........... . . ...... . ....................... .. ... .. . .... ... ..... .. ................... ............ ......... .. ...... . .. ... . ......... C14 t6 . ...... .... . . ....... .... ...... .......... ... . . .. ........... ................ ... ........ . ... . ...... .... * ..... .... . .. . .......... . . .. . .. ............ .. .... .......... .. ....... .. . .... . . . . ... . . ... ...... .... ................. . .. ..... . j Pe = . .... ..... .. .. .. .... .. ... ... ... . .... ......... .. . ... .. .. E4 . . ........... _. I I I .... . ..... .. . . . P___1 En 435 ........... M. ........... . ...... . .............. .. ....... . ....... ............................... . . .. . . . .... .. ..................... .... .. ... .. .. ....... . .. .. . ... .. ............. . . .... .... . .. .. .. ..... .... ................ . . . . ..... ..... . .... ... * .. ......... .. .... ... . . . .. . . . . . ........ .. .... . .... ..... .. .. . . I............ . ................ .... ...... ..... Ljj _j 435 .. . .......... ... . . ...... .... ......... .... ... ..... ..... .. ..... . . .......... . . .. ............. ............................... . ........... ................ ........... . .................... . . . . ............ . . . . ... . .... .............. 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I ............. . .. . ..... . ......................... ....... . ....... . .. .... ... ... .. ..... .. .. .... ..... ... . .. . .. . . ... . ...... ............... . ............. . ...... . . ................ ....... . .... . . . ... ........... ............ I . .... - ---- ---- ........... . .... .. ... ................... . .............. ... ...... .... .... ... . . . . ... ... ......... .. .. .. ... . .... I . . ........ . .. . ........ . ....... ... . . ..... . . .... .. . . .... ... ..... ...................... . . ... ... .... .. ...... ........... .... . ..... 430 ... ............... .. .... ..... ............. .... ... .................. . . .. .. ........... .... .. ...... .. ...................... . . . ... . . . .... .. .......... I .. . .................. .... . .. ... . . . .................................................. . .. .... .... ........ . ........... ....... ... .. . ................. . .. ..... ......... . . . . ..... .. .. ............. ........ . ...... ... ....... . ... . ....... . ..... . ....... ...... ......... .... ... .... .. ........... .. . ..... .. ..... .. ............... . .... .. . . ....................... ..... . ............... .............................. . ... ..... ........ .................... . ................ ................ ....... ............ ...... . .. .................................... ...... ....... ...................................... . ....... ... .... . ..... .... .... ... ............. ....... ..... ....... . .. ........... . . . .... . ... . ...... .. . .... . .. ...................... . . . .. ....... . .... . ... ........ .... . .... .. .... . . .... ..... ... ................... . ........... ... ........... ........ ... ..... . . .. .. . . .. ....... . ..... . ...................... . .. .. . .... .. .. .......................... . ...... . . .. ..... . ...... ... .. ... ............ ........................... ... . .... . .. . . ............. . . .. .. ...... ... .. . ... ... . .. ... ... . . . ...... .... . . ... .. ..... ....................... ... .... .. .. ...... .. .... .. ..... .............. .. . .............. .......... .... . . ........... ...... . ......... ......................... ............... . .. . ......................... ........ . .... ....... . ............. . .. .. . . ..... . 425 Uja- . ... . .. ..... . ........ ... . ..... . .. . .......... . ... . ... .... .. . . ... ............. . ......... ..... .... ... ........ ..... ................. .... ............ ................ . .. ....... ....... - — ..... �L_ . ..... ..... ........ .. ..... . ..... .. . ..... ........... I ................. . ....... . . . .............. ... . ..... . . . .... .. .... 425 .......... ... .... ..... .. .. .... . ...... .. ... ..... ...... .. .. . .... . .......... . ..................... . . . .... . ....... . .... . . .. . . ... . ......... ...... .... . ... . .. . .... . ......... . . .... ..... ........ ........ . . .... .. ....... .............. . ..... ............. .. . .......... ........ ...... . ..... . . ..... .. I ..... . ... . .. .... . .... .. . ... ........ . . .... . . ....... .... ....... . ...... . ... .. ............ ...... . .................... . .. . ......... . . . ... .. ..... ... . ... .. . ........... I .... . . . ......................... .. .. ....... .. .............................. . .. .. ..... .......... ........ .. . . I ....... ... .......... . .............. . .... . . . ................ . . . . . ....... . . .. ..... ......... I .............. ... ......... .. ............ ... . .......... ..................... . . ........... . ...... ........................... . . ... ... ...... .......... .. .. .. . 1. ........ .... ...... .. ...................... .. ... ... . . . . ............... .. . .......... ..... . ....... . ..... ......... ....... ....... ..... . .... .... ...... .......... .... .. ........ . .. ..... ..... . . . ......... .. . . .. . ........ .... XIST GRADE- .. ....... . 420 ...... ... .... I * ... . .. .. ....... . ... * .... ..... . ..... * ... . ...... * .... . ........ .... ........ . ..... . ..... ..... . ...... ...... ... ............... .......... ... ...... . ............ .... ..... .. .... ....... . ... .. .. 11"I'11*1 ** "" I 11, .. ........ ....... * ------- .. .... -71 ............ . . ...... . . ...... . ......... ........ ...... ... .. . .................... .... . ........... . . .. . .................... ........ ..... . ............. 420 ................. .............. ......... . ..................... . ........ . . ............... 1.11--.1 .. . .................. . .. . ......... .. . ... . ..... .... . ........ . . . ...... ....... .... . .... . ........ .......... ........ .. ... ... . .. ... . ............. ...... .. ..... ....... ............. ........... ......... . .... ........ .......... . . . . . . ..... ... ..... ..... ..... ... . . . . .... . .. . ...... 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U) > - z z t - . ---**** , , ,,, . . . . - - . . - ._g .... ....... . .... . . . ........ . >, 3 70 9�50 10+00 11+00 12+00 13+00 SANITARY SEWER PROFILE EKA3 -> C �HORTII. �SCALE: I"=30' V_r.R zz(,AT VERT. SCALE: I"=10' SANITARY SEWER PROFILE EXB Q1 HOR I Z. SC ALE 1 3 0 VERT. SCALE: 1"=10' 30 0 30 60 90 rq 114 IM 14 rq i =4 - I Q 93 K:3 93 & ------- – 16— SCALE: H: 1 " = 30' 10 0 10 20 30 in IM IM IM n SCALE: V. 1 10' Sanitary Sewer Notes: Minimum Cover: 3' Minimum Separations (Vertical): Waterline: 1.5' Storm Sewer: V *Compact Fill to 95% Optimum Moi�sture Content Ui 0 X: co co Z z Cn C-3 b C> z Lii E4 C) Q4 Z z L" 6z �41 cli 1 C61 4 INDEX TITLE: SHEET NO: 27 OF 38 DATE: 12/01/14 b z E4 C) Q4 Z E4 E4 P___1 En z Ljj _j F- W W co DOM. PR .003J INDEX TITLE: SHEET NO: 27 OF 38 DATE: 12/01/14 CODE OF DEVELOPMENT LANDSCAPE STANDARDS FOR RESIDENTIAL YARDS RESIDENTIAL YARDS LANDSCAPING IN RESIDENTIAL GUARDS SHOULD BE CHOSEN FROM ALBEMARLE COUNTY RECOMMENDED SPECIES LIST. LANDSCAPING EFFORTS SHOULD CONCENTRATE PLANTING EFFORTS ADJACENT TO THE HOUSE, ESPECIALLY NEAR THE ENTRY. FOR MAXIMUM APPEAL, THE ACB SHALL ENCOURAGE A SIMPLE PLANTING PLAN THAT UTILIZES A MIXTURE OF TEXTURES AND COLORS. A BETTER EFFECT WILL BE ACHIEVED USING INCREASED QUANTITIES OF A FEW SPECIES RATHER THAN A FEW PLANTS OF EACH OF MANY SPECIES. INDIVIDUAL RESIDENTIAL DWELLING PLANTING PLANS SHALL SUFFICIENTLY SCREEN UTILITY AREAS, BREAK UP THE FOUNDATION OF THE BUILDING, BUFFER DRIVEWAY AND PARKING AREAS ADJACENT TO PROPERTY LINES, AND PROVIDE COVER FOR AREAS DISTURBED DURING CONSTRUCTION. ADJACENT TO DECKS, FOUNDATION PLANTINGS SHALL SCREEN FOUNDATIONS OR VOIDS. SOD IS REQUIRED IN THE FRONT YARD OF ALL HOUSES AND BETWEEN THE CURB AND THE SIDEWALK IN BETWEEN THE SIDEWALK IN THE FRONT FAgADE OF THE STRUCTURE. BEDS FOR TREES CAN BREAK THE SIDE ALONG THE PROPERTY LINE. QUARTER LOTS ARE CONSIDERED TO HAVE TO FRONT YARDS. SIDE IS REQUIRED ALONG THE SIDE STREET FROM THE CURB TO SIDEWALK AND FROM THIS THE SIDEWALK TO THE BUILD TO LINE. THE FOLLOWING TABLES ESTABLISH THE MINIMUM NUMBER AND SIZE OF TREES THAT WILL BE REQUIRED IN THE FRONT YARDS OF RESIDENTIAL DWELLING. THESE QUANTITIES ARE MINIMUMS FOR THE FRONT OF HOUSES; ADDITIONAL PLANTS BEYOND THESE NUMBERS ARE ENCOURAGED. IF A SIGNIFICANT NUMBER OF EXISTING TREES ARE RETAINED IN THE FRONT OF THE LOT THEN THIS REQUIREMENT MAY BE REDUCED OR WAIVED. NOTE: THESE MINIMUM PLANTING REQUIREMENTS INCLUDE ANY TREES PLANTED IN THE RIGHT -OF -WAY IMMEDIATELY IN FRONT OF OR ADJACENT TO THE LOT. MINIMUM PLANTING REQUIREMENTS FOR RESIDENTIAL LOTS LOTWIDTH DECIDIOUSTREES EVERGREEN TREE SHRUBS 60'- 80' 2 1 30 501-59, 2 1 20 40'- 49' 1 1 15 30' -39' I 1 0 -4- 10 < 30' VARIABLE 0 - 5 LOTS INSTALLATION FOR RESIDENTIAL MINIMUM PLANT SIZES AT TIME OF NS TREE SIZE DECIDIOUS 2 -INCH CALIPER EVERGREEN 6 HEIGHT SHRUBS 3 GALLON CONTAINER NOTE: THESE MINIMUM PLANTING REQUIREMENTS INCLUDE ANY TREES PLANTED IN THE RIGHT -OF -WAY IMMEDIATELY IN FRONT OF OR ADJACENT TO THE LOT. CODE OF DEVELOPMENT LANDSCAPE STANDARDS FOR THE ENTRY PARK ALONG ROUTE 20 THE ENTRY PARK ALONG ROUTE 20 THE DEVELOPER SHALL RETAIN HAS MUCH OF THE EXISTING VEGETATION IMMEDIATELY ADJACENT TO ROUTE 20 HAS POSSIBLE. NEW PLANTINGS SHALL BE ARRANGED IN MULTIPLE GROUPINGS AND ROWS OF TREES AND SHRUBS FOR A NATURAL APPEARANCE. GIVEN THE CONSTRAINTS IN THE ENTRY FOR PARK STO RMWATER MANAGEMENT AND THE TWENTY (20) FOOT RIGHT -OF -WAY DEDICATION TO ROUTE 20, THESE GROUPINGS AND ROWS OF TREES AND SHRUBS SHALL BE PLANTED AT DIFFERING DISTANCES FROM THE ENTRANCE CORRIDOR AND AT THE EDGES OF STORMWATER PONDS AND SHALL BE CONSISTENT WITH OPTION B, A PLAN SHOWN TO T THE COUNTY ARCHITECTURAL REVIEW BOARD ON MAY 17, 200 4. THE ADDITIONAL VEGETATION IN THE ENTRY PARK DOES NOT HAVE TO TAKE THE FORM OF A CONTINUOUS SCREENING BUFFER. NOTE: THE EXISTING VEGETATION TO REAMIN, COMBINED WITH THE PROPOSED PLANTINGS IN THE ENTRY O THE COUNTY' AR BON MAY' 17 2004. I IN CONFORMANCE WITH OPTION B A PLAN SHOWN T S PARKS , Seeang cr,d Whip Pknf rig SpecF99;d on OL . . V, MP I. aN I d ►r r NUJLGN M"� tf tta2 SG�i'felCaiJ rrgb'1t1e Q]d it tect ft i5 ee a5 � Mclrti�grvypkrttedseecfr� X99 . tlomaxr "andstemk*py SEEDING AND WHIP PLANTING SPECIFI CA TION NOT TO SCALE I I *NUMBER OF SHRUBS * TREES REQUIRED VARY BASED ON LOT WIDTH AND UTILITY EASEMENT RESTRICTIONS (SEE PLANTING REQUIREMENTS FROM I C.O.D. ON THIS SHEET) I PLANTING NOTE: MIX CONISISTING OF NATIVE CONIFERS AND HARDWOODS PLANTED AT 1 SEEDLINGS /400 SF. (20'X20' SPACING) THROUGHOUT DISTURBED SLOPES WITHIN CONSERVATION AREAS. ,SEE PLAN FOR MORE DETAILS. I TYPICAL 13UILDI FOOTPRINT I I I I I I I I I I EVERGREEN _,�'_* TREE* I I Garage I I LOT LINE y ' ��l I I • DECIDUOU5 TREE* MULCHED PLANTING BED I • PLANTED WITH • ©••© I • SHRUBS' I I DECIDUOUS TREE* Driveway I -- -- 5' C©ncrete Si 4ewalk Planting Strip t LANDSCAPE STANDARDS LANDSCAPE PLAN LEGEND AND GENERAL NOTES (PER CODE 20A.5.F) LANDSCAPING IS A FUNDAMENTAL COMPONENT OF THE OVERALL STRUCTURE OF THE THE LANDSCAPING ON SHEETS SP26 - SP30 HAVE BEEN DESIGNED AND REVIEWED BY STEVEN EDWARDS, CLA. PLAN AND THE ESTABLISHMENT OF A SENSE OF PLACE. THE CASCADIA CODE OF DEVELOPMENT ESTABLISHES FOR DOMINION DEVELOPMENT TO THE BEST OF MY ABILITY THESE PLANS ARE IN COMPLIANCE WITH SPECIFIC LANDSCAPING STANDARDS FOR THE FOLLOWING CRITICAL LANDSCAPED AREAS ON THE GENERAL ALBEMARLE COUNTY CODE AND THE APPROVED CASCADIA CODE OF DEVELOPMENT. DEVELOPMENT PLAN: FOR ORDERING PURPOSES, PLANT QUANTITIES ARE FOUND ON SHEET SP29. CONSERVATION AREAS ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE IN HIGH VISIBILITY AREAS (ESPECIALLY ADJACENT TO THE ROADS OR LOT LINES), STEEP SLOPES THAT WILL BE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY DISTURBED WILL BE PLANTED WITH NATIVE TREES AT A RATIO OF ONE (1) TREE PER 400 SQUARE FEET OF TO SUPPORT THE OVERALL HEALTH OF THE PLANT. STREET TREE LOWER LIMBS MUST BE MAINTAINED TO DISTURBED CONSERVATION AREA OR OTHER STANDARD THAT MEETS THE GUIDELINES ESTABLISHED BY THE ALLOW A 7' MINIMUM CLEARANCE AT ALL TIMES. VIRGINIA DEPARTMENT OF FORESTRY. PLANTING IN THESE AREAS WILL INCLUDE A SEEDING OR HYDRO - SEEDING OF NATIVE SLOPE MIX THAT WILL NOT NEED TO BE MAINTAINED IN A MANICURED STATE. LANDSCAPE PLAN LEGEND: THESE AREAS WILL BE PRIMARILY LEFT FOR SECESSION OWN GROWTH AND THEN ULTIMATE CONVERSION BACK TO FORESTED LAND, BUT MAY BE MAINTAINED TO ERADICATE INVASIVE SPECIES. SHADE TREES; TYP. O 0 SHRUBS; TYP. IN CONSERVATION AREAS DESIGNATED TO REMAIN UNDISTURBED ON THE FINAL SITE PLAN, THE OWNER SHALL PROTECT THESE TREES THROUGH A TREE PROTECTION PLAN, USING MEASURES CONSISTENT WITH CHAPTER 3.38 "TREE PRESERVATION AND PROTECTION" OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (CURRENT EDITION). # 0 \ EXISTING VEGETATION TO REMAIN CONSERVATION AREA PLANTING CALCULATIONS ORNAMENTAL TREES; TYP. _ _ __...._._.. ___..- _._._._, ___. -._...,..._.- ....__._.w.._.._._._...__...._ _.. .......... w .. .......................,_....., ....,....,.....«...«....«......._.......... .._...,.._..nr...:..........,.. 1111 _.............,...... 5 CONSERVATION AREA DISTURBED: ;109,000SF __1111_ _. _1111._ PLANTINGS REQUIRED: 1273 TREES REQUIRED . _._ ___. ...__1___._.__.___..._.__...._. ___._ .. ________.__..1......._.._. _.-..1..._. _ _111. _ ...1._.. . - . ._..__11.1111 .__ _.._......_... _.._._. _...._ _.1.1..1._.1... _ a) - 1 TRFE PER 400 SF 1109, 000/400 = 272.50? i �.. _ ._._.- ,... -.w. __....11-11.___ .- _..___.. ",.,-- _............_, -.141. ____�...._..w ,_.._.__.,..... _._ ._v__.._.._._... -. __......_.__.,_�._.__...... �._: ('�) EVERGREENS; TYP. CONSERVATION I AREA STREET TREE CALCULATIONS CD 1 Total Linear Feet of Planting Strip = 5,638'* TREE CANOPY CALCULATIONS A. REQUIRED: Acres Site Acreage: 28.630 (NOT INCLUDING PREVIOUS DEVELOPMENT) Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 8.303 (Entry Park A & B, Open Space A) Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 Preservation Credit: 0.000 Agent Approved Credit: 0.000 Basis for Canopy: 20.327 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy 20.327 Min. Tree Canopy Requirement: 20% (see Section 32.7.9.9.b) = Total: 4.065 AC (177,089 SF) Equation: = N Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 0.600 (25,600 SF) Bonus Factor 1.25 0 � c E E co N ,moo 1 Jz r.ti0 T---i (D 0. co 'oo U cf) O Q W L11 = g) M = N = N 400 ( 0a !t r � d ._ .� U d d 4) •� W � ♦+ V '0 N 0 U L_ L_ V 33 -C::� W � U f--a Q y C/*) d d? W co �. J F_ J N I- f- d LTH OF Dj 7 VO ✓, Total: 0.750 AC (32,670 SF) n .Edwards r Cert. No. 0931 F' r U Equation: � I� It[ ti7 W Street Trees Required: 5,638 / 50 = 112.76 Trees Required FOR ALL 3:1 SLOPES OUTSIDE CONSERVATION AREAS AND ARE NOT PLANTEDTHE FOLLOWING SEED MIX FROM Preserved Area X Bonus Factor =Total 1 16 Street Trees Provided: 123 ERNST CONSERVATION SEEDS (800- 873 -3321) SHALL BE USED. THE SEED MIXTURE(S) SHOULD BE APPLIED IN A c Result: 123 > 113. No additional street trees are required. HYDRO- SEEDED MANNER. ALL HYDROSEEDED AREAS SHALL BE DONE IN (2) STEPS. FIRST, PREPARE THE SOIL; C. BALANCE: Acres P E AV,G . SECOND, SPREAD THE SEED IN A NON - SUSPENDED MIX DIRECTLY TO THE SOIL. FINALLY, APPLY THE MULCH IN Tree Canopy Required (Al): 4.065 `1 Note: 30' has been subtracted in all directions of each intersection from total length of planting strips per A HYDRO -FORM TO ENSURE BEST RESULTS. ON SLOPES RECEIVING FULL SUN USE ERNST MIX #181 (WITH Tree Canopy Preserved (B): 0.750 + 10.904 (PREVIOUS APPROVED PHASE) VDOT Design Standards which prohibit trees in these areas. RYEGRASS). ON ALL OTHER PARTIALLY SHADED SLOPES USE MIXTURE #140. CONTRACTOR TO FOLLOWING Additional Canopy Required: -7.589 (CULMATIVE) ERNST SEEDING RATE RECOMMENDATIONS. Note: TREE CANOPY CALCULATIONS TABLE ..._......._........._. _. ...... _.-........ .. .... ....................... _........._ ... ._..._....... ......... __........... ... .. .......... ..............._... .... ... ... ....... ....--l..,.............,... ... . ... .. ....... ............_.....___..... 1.............................. ..........I. .... ,... .... ........... .. LARGE DECIDUOUS TREES (50' -70') (Shade andlor. Street) ; ......... ... _ -,.. ...1.1 ..1..1 .. ... ] 1 1 11. . .................. ... ..... - ... _. ... .... .... _.. . .. .. .... .1.111. .. ... .. . I Minimum Caliper or Height at Growth over Total Height Ratio of Width Total Width Botanical Name Common Name Qty. Height Planting 10 Years In 10 Years to Height In 10 Years Area of Canopy Total Area of Canopy I 1. 1. .....1111. ........... I....... ..........I . I ...... 1..11 ...1 ...........I ... 1...111 .. 1.1 .. .... ....... _. ....... (Min.Cal. /Ht) (x) 00 X + Y = T (R) (R) T=D (D) 2 3.14!4= Qty. x Area of Canopy (SF) _ 397 1857.34 AO Acer rubrum & cvs. i Red (Swamp) Maple (Oct. Glary, Red Sunset) 55 2.5 Caliper 10 20 30 0.75 22.5 2 I 11 AR iAcer rubrum & cvs. I Red (Swamp) Maple (Oct. Glory, Red Sunset) 15 2.5" Camper 10 20 30 0.75 22.5 397 5961.09 { _..._ 1._111. _1111. -_ .._ -_._. __._ 1.....__._ . w_..._,_._...__.-__ _._......._...._1._...._..._... ___.....__._..._.._._.__..._.. __.___ _... __ .. .... ... .... ... �_. .�_.....____....._�.. - �_._ __._ �....__........___..._....,._...___.._.....___.._.._. .__...._.M..__..._.__._._..__.. __.__.....__.__..__..._.... �_____._._...__.._ __...._...._..____.._..._..___. _. m.. , AM !Acer 'n_J6 m "Armstrong" I ,Armstrong" Red Maple 12 2.5" Caliper ........... ... 10........ ............._20.........._.... ..._......._ 30............. .......0.25.. .. 7.5...... ........... 44 ........ 529.88 11 Ir LS Liquidambar styraciflua "Rotundiloba" i "Rotundiloba" Sweetgum _ _ 1 111___... w__.__..._......_......... ._..............._..._...__..._ _11.1 1.._ 29 2.5" Caliper _.._._.._.._.1�...__ _ 111.115 -. _... 2!____.. _ 0.60__.... .__. 16.2y ....._. -. 206 ____., ....__......... 5974.45 _.._. _... ...... I LT Linodendron tali 'fera €Tull tree or Tulip Poplar 3 2.5" Caliper 12 25 37 0.60 22.2 387 1160.64 p� p _... _ ................. _1111 1111... _ _ 1111.._. _.......... _ . ............... ............................... ........ ............ PO Platanus x_acediblia & cw. !Lando_- Planetree (Bloodgood) __..__.__..._._._...___.__..-.._.._.. .�.....__...._.__.___w__..?�_ -. 1 1 Caliper__._.___..... �� .__ - -__18 __111 - l-32 _11 .._..__0.76.y..� ....24:7.^1.. _ _ry 479 -. -- . -. -.- 12930.:86. _.._._.- P01 Platanus x acerifolia & cvs. 'London Planetree (Bloodgood) 7 3.5" Caliper 11 18 28.5 0.76 2'1.66 368 2578.01 ; _.._ ................................................... ............................... ..._ ............_ ._ .......... .. ............................... ............................_......... _.............................. ...._.. ............................... _...................... 5 .......................... ................_............................__....... ...................._.._....... _.............__............ ...................1.1_.1.1..._ ....I.................... .. 1111 ,� QN Quercus coccinea ;Scarlet Oak_.__„ _ _ 31 2.5 Caliper 11 20 _ ^31 0.70 21.7 370 11459.11 j 1 -._._ -- ., -._._ .. �.N.... �......-..___.,-.-. ._.._.._...�.._....___,____. " "� _-..-.-..-,......_... ..__........._............_.._. _.._......_... ,. .,._11...1.1.... -_.... ..._....__... _111....__...1._....,_.....___ ..._._.... w.. ....__..__..._.._.._..._.m.._.. 'ZS Zelkova serrata "Green Vase" i "Green Vase" Zelkova ............................ -I 2* 7.... 2.5 Caliper ................_.............. 1?...... 20.11 11 32 0.66 ... 21.12 350 1111.. 9454.12 . .1. 1I 1 ............................................................._............... ._.._.__............_.......... _.. -r- ......... ..... i 71 95.5 3 , ii . _... _ _..__..j.._..1. -1111 _._..___ ..,. __ . �.,. . # ... ORNAMENTAL TREES (20' -40`) _ .......... ....... .................... ....... ....... ... .._... ............................... -....1.11.1_...... .... _ _. ..! ..... ' _._. . 1111_.: _ _� AA �Amelanchier x randiflora & cvs Servicebe Autumn Brilliance, Robin Hill) 11 (6' -7' ht.; clump) 7 13 19.5 0.66 12.87 130 1430.27 __.__._._._ _ __._.-. _....__..__....._.... _._.__.___.__c__._......_..__ _1____1.11_.. _._._........._... - _.._._ ..........._.___._.._.__.__.___ __111__1 _._ _1111.. ________1___111___.. _.._____ _.. __._...,..._..._.. _.._ .............. _......,_,_._.. _. _.._.___ _.___ ___.____ _........ _.........__. CC Cercis canadensis & cvs. Eastem Redbud (Alba, Forest Pansy, Oklahoma White, Texas White) 17 (6' 7') 6 10 16 0.74 11.84 110 1870.78 .... 1111_... ...1111..: .. .. .... .......I - ...........__ .. . ... ....... ... _1111._ _...__ ............. ....... MG Ma nolia randiflora & cvs. Southern Ma nolia Edith Bo ue, Victoria, Little Gem) 23 (6 -8) 6 10 16 0.60 9.6 72 1663.95 g 9 9 i g , _ __..- _._._._.._.__._ _11___1__,_1-.-__11..-.-,_ ��. ��____,_..__ ____.___..__ "-,--- ,....._..._,- 1_1.11_.__._._._, _......_ _.. __..._.___.._...,._......�....- 11.11_ ._111. 1...___.w.....- ._._.__...-.._.- ...__._......._11.11. ___..1.._111... - _1111..____. ._.._......._._ _1111.._ __ . _._._. 1.__ - 11 1_1___ 1__1 . ! , _1111. _............_.._ ................... . .... .. .....1.....1.11_ .. _ I SMALL ORNAMENTAL TREES (10' -20') ' I ` ' I _ _ .......... . ....._.................-......._.......................................................................... ....._......................... 1. ... ..... ..................................... ................_.............- ..... .1 .......... .......... . ................. .1111 .. 04 .79. I MV Magnolia of iniana Sweet Ba M a nolia ___ - _______ - - -_ - , -_.. ,, -_. -__ _ 1. _ _11.1.1_ _1111__... 16 (7-8'} ...7. 10 - _ 0.75 12 75 128 2 1 ._ g_ _1.111.____..._.___1._... _ v g I.._ __..I... ___ _._ _1111_ __11.11.__._._._ - _._. __. f 111.1._.__ .___._..l l --.. �_____.. ___.-- I.- .._.__.__�..- __...._._ 1111_._.. _. _....__..___.___.__..._..__ _..__ I _..._ _..l 21041.8 a ..... _ ....__..._.__._._.._... __ ...__ _......._..__w.._.___�.._. _._.._.-,I,._._...__.....__....._..... _.____.._.._.,._......._._._..� - ;_ ; .._ BROADLEAVED EVERGREENS (Screening) AND ORNAMENTAL CONIFERS (20' -70') ___..._ . ... . __ _..._.___...- ...�___.__________ ____.___�.._.�- ._.... .._..._..__ _.._1__._........___._..11 ____.....�.._..._._ __._ . ._._..._....�_._..._______w_.__ _.._. _____ _._._ _ .._�..__� _ w- - _......._ ____.___ ..__._._._.,_.___...._..._._... °___ _......_..- 1._,_111_ _......_..... __....._._.__.__......... _1111_..___. - 4858....8 12 6-8 6 0.50 13 1. 133 14858.48 Franklin) 1 20 26 hi o Ben Fran ( ) 'a lack Dragon, Yos n & C tome- B XC C tomena Japonica cvs. ) _ ....._ . ............................._. _............ ... .............. ryp......._._......... PO!?_.._.- ..... .........................._.... Fast ..._............... t..._..._...._....._. �................................ ........._�.................... ............................... ..........................._ ... - ..._ .................. 1111.. 72 6' 8' 6 10 16 0.31 4.96 19 1390.48 IA ilex x attenuata `Fosteri' ,Foster Holly .__........._-__........_._....._.... _..._.._.__.._._______.._...__. M ......,....._____ _._____ ._._ ..- . t_.._�.__ _._ _1111 _11.11_._._ __. _. _.__.____ ..._.__....._ .._. _ 11__1_-1 -__....._.... ,_............ =i 11 ._ ...- .._._,._____v ____ _.._.______ _111_1_ .._,__�..._... _ _._.._...... -.. ........___......___.........__ .........._.._.; lfd Thuja occidentalis & evs. Eastem Arborvitae (Emerald, Nigra, Techny} „14 (6' -8') 6 10 16 0.25 4 13 .... ,175.84. „ .... ....... ........_............_......... .......... _... ..........1111_................ I........ .... ........................ .................. ............_..... ............................._. __. .....1111.. . 11....11...... .. .......... i i 15,424.8 j ,..... -., ......_.,,.__.. a......._,,.,-_......._...-...,.., .............._.,.. w....._..............._._...,,.._..--" �.....--._.......,.,.-... �_",- �.,-".,--,___._......,_._.,__.,. ._.._...,- ,....._...--- .__ - --". _.. .......,..._...... - _...._.... .....i._._.._..- ..___..._....__ _-11.x_ _.._ ___.......i» m...__....__......._..,:..._..._.._....,.._... ,.g..................,..._._... :_..._............... -- .- '- - - --'- ,.._..,., f..,._., ....,_._..._ ._..._....__..._..,.M.._- ,.,._� BROADLEAVED EVERGREEN / SEMI- EVERGREEN SHRUBS (Screening) (3' -15') _.___ � t .________, _. ---_�. __1._______ _11_. __..._....I--,-,------------,, __._ _11____11... _.. __._.._._._...___ _ _._._..._._..._ --- _.....__._._....._ _... _..__._ - 1111... - 1______1_______1_1 _-111.1.._._- __1___1.11_.___.. -._ __, Minimum Caliper or Height at Growth over Total Height Ratio of Width Total Width B Name Common Name Qty. Height Planting 10 Years In 10 Years to Height In 10 Years Area of Canopy Total Area of Canopy Botanical N __._....._.._1 _. _....__ _ ........ _..�.- 111___1_.. -1111. .___-_..__......__ M..._._._..,_..-- �.,.--_.__.____.._.._.___...._._...__.__...-..___ w...___-. .___�,,._.__.._.....- _..__._.�. _111.1.._.- ....._.__.._... -..._ ._......_.�.._.._.__- __._._ ._ __1111._ - .._........___.�.._... ........__ .....__._... _____ _..__.- _..._._...__... -- _.___.._- ..____.__.�... -1111. I „. + _ = 3.1414- . x r of Canopy(SF) SF R T D D 2 Area Min.Ca1.lHt. x X Y T R Q r ) () r� () () () ty py( ) , !JN Jasminum nudiflorum ;Winter Jasmine ; _ 82 I (1'W' -2%z) 2 2 4 i 0.90 3.6 10 I 834.24 _ .. _....1- - _._,. ,._ _ I ... _-1--.1-1-11- . _...,�_._... -__, __11_ ._1_ 1. 1111... _. j _.__ . _ _.. ._..___..__.._...._.___...-._.,_..-..._..-._-......_1 ....__--- ,- ._...__.........._.. __... __111.1_.._._ 111 1.___1111 _. _.__.- _.___.;.._,_,__.__..,__ _ .._._ ................__._._..il. _ . RH Rhododendro- s +Rhododendron (Catawba, Fortune's, PJM, Rosebay, Scintillation) 36 (1' /z` -2'W) 3 5 8 0.50 4 13 I 452.16 Pp .........................._...........__.......................-........................._......................._................. ...._.......................... _.................. ............................... .................. _. _ Width Total Width Minimum Caliper or Height at Growth over Total Height Ratio of W p 9 g Botanical Name Common Name Qty. Height Planting 10 Years In 10 Years to Height In 10 Years Area of Canopy Total Area of Canopy . ..... ......._ .... ....._ . ... .. _. ... .... .._ _.... . 1111.. .. .. .. - ... � k. 1111 (( (Min. Cat. /Hf.) (x) (Y) X + Y = T (R) (R) T=D D (D) 2 3.14/4= Qty. x Area of Canopy (SF) � l._____ a � I 64 79.25 I. Vlbumam tido h lium -_ han i All han Viburnam 50 (1W 2 /z) 5 5 10 l 0.90 . ........9...„ ......31... R rhy p Y 9 Y e9...__._ X.........._....._ .. .................._........._.. _..__ 1111... _.................. _..... ._........._................... _ ��... ......_.._ ..................... _............. ........,.. � _ 1111 . i z 4,4 i 1 ..,. «_.,..._....._.. .,.,...»........._, ..................................,,.....,.....,.-..._..._....,....__......,..................,....... .,..........- .,........_....... ...,.......,.... ,... ....,.,.....,.:....«........_..».-....,.._........-........................,......,...,.....,... .._............................ ............,........ ...�...... � .,....._..........,_.,} ...... ,....._.-........«........ ............1..,..........+.. -. ..........._w........... .. ,.- «.._...........«...�. 1111. ..,.............. .. ..., 11___1_,. ...... .......«.........._...,........ ..................... __11,11. ......«_.. .........._..........,_.M.. DECIDUOUS SHRUBS (3' -30) 4 - .....1....1,.1_ 1 .„_....M ." . . _ .......... -_ „1.„..1„11..... 1111_..._,««.. 1_111__....„-._.w... , _ k_____ _L____...- _.___....__- .- _ -__.._ M_.___-.1-1_1- .____ _..__......1.1..__., .1.1_ -.... _....._.1.... .._..... ..- _- _...1._......._..__..___.. ,... _ 1__111. _ 1.1 11.. _ - ..��..._.._ _,�.. ...__...._._.__..._.._...� _11.11.._._ �� 3 Minimum Caliper or Height at Growth over Total Height Ratio of Width Total Width I f Botanical Name Common Name _ Qty. Height - Planting 10 Years In 10 Years to Height In 10 Years Area of Canopy Total Area of Canopy j .1......_ - ,1___111 .. 1.1.1.._.1. 1111.111.1.._ ...._ -....-_. ....._ .............._.......1.. _11,1_1._ 1.._.._.-..__ ..1.111__1.._ _- �...,_._.,...__- _....- __..1.. .._._._. 1 _.___...___._1..._...- ..- --.. -_ .- _111_1._ - ,_., ",_.....___.... _.__ 11__11_ -_..._ 1.1_11.___ _1111 (Min.Cal.lHt.) (x) (Y) X +Y =T (R) (R)T =D (D) ^2`3.1414= Qty.x Area of Canopy (SF) MC Muhlenbe is ca illaris 'White Cloud' i White Cloud Gulf Mul 469 ' 15-18" 3 1.25 = 4 ; 4.75 I 0.75 3.5625 ' 10 4672.53 (9) _......._.- -_!�._ _� _.., -.. ,_-..._..._-,,,_._......____. �---____,..__._....._._.._.....-.-"_..._._.__._...__.__......__..____..__.._._..._-_.__.....____._ ._1._.__..._____,.....___._._.. ___.._.._.._......__._-w....... ____...-.._... __._..._..__..1- .__________.1__._.__. ..________..__.___.._._.._�.._. .- __._.._f....__.._._... 11___11. - 111__1- . ------ ..... FG Pennisetum a10 uroides 'Hameln' i Dwarf Fountain Grass 162 15 -18 (3g) 1.25 _ 3„ 4.25 ! 1.00 4.25 = 14 2297.01 ! ... _............ .... .............._.............._. .... - ... ..., . RA Rhus aromatica ;Fragrant Sumac ; 109 15 -18" 3 _ _1_111.. _._ ____1__111.,. __111___1.._ .....__..__.. _111 1 _ . 1 111_. -. _..._.._..._..,._ ._ _1_11_1_ ..>__.___._ _.. �.. g�__.. _._., . _.w. _ -1.25 4 5.25 1. ' 1.1, -1--_ ; 37 3985.67 __ - , _ I ---� _ ........_..__._ _____ _. -.__ _1__11.1_ __1111___ . ___ -. _111_1 _._ 1111.1__1__11__.. _1111_..__ __11.11 _, _...._.,.___..10,955.2 1 ................... _. 111_1. .. ............... 1_111... 1111 .. :.. .. .. ... ...._ ... 1111. 1111. .. .. ........... 1111. ._ ........ 1111... .. 1111.. 1111 .. ... 1111... 1111 ...3 ... ........ .. ... .. 1111 11_11 .. .. .. , 1111. 1111. ... .. .. 1111 1111... 1111. 1111. 1111. 1111 ......... ... ..................... .............._................ i .. ........ .............. 1111... .. _............. ... ' 1:111 1111: . d ... _ _ ... -._ _ _....__.. _...._.__ _._.......___ I1..-_...._.., 1. 1._....._.....__.,. 1...._____.._._.__..__._....._...._..-..-._._..._.__.._.._ ___.._...._.1-..__.___...._._ >_ _.�.......`_ _ ..._...._.._.- ...- .__._..._..._ 1___,______ ' ........_.__...._ _....1__..... Grand Total:: 110,757.94 ... ,1111.. - ...,.........-,_._. .........,,.„..w,.........„„... ,,.-„„,.,,,...._....F 1 ... »-- l- 1.._..- ...- ..- .- .._._1. ....1..,.1........1_...... -...n I—— .........1.._........,,...,.. ... ....... 1111 _.. - .,........____..__..._w_..._.w ...,__,w_ _111__1_.. _., _ _.._._ ..........___..1_...____...__._ ____ ..._1..__- _... . SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 3" DEEP p IMMEDIATELY AFTER 6�/d ` PLANTING AND WATER a° ° THOROUGHLY. 4 PLANTING PIT. ° PREPARED 501L FOR SHRUBS \ P I o 501L SURFACE ROUGHENED TO BIND NEW 501L W .. .♦ +�� ++ �� *�� Inim SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM f- FINISHED GRADE LL NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. ur_* Gutter Public R/W \- CG -913 (Typ.) 2 YPICAL LOT PLANTINGS 3 SHRUB PLANTING DETAIL ............. _ .._.....__._._. ---...___-_--------_----___------------------- P26 oT To scALE SP26 NOT TO SCALE GROUND COVER AND/OR - PERRENIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, * 501L AMENDMENTS. SLOPE PLANTING BED fG,F POSITIVE DRAINAGE LAYOUT VARIES, SEE �L� YMIJ1111, ' WNRN I 4 GROUNDCOVER PLANTING DETAILS SP26 NOT TO SCALE SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. I--,,- MULCH 2" DEEP AFTER PLANTING AND WATER THOROUGHLY NI5H GRADE 5UBGRADE If Additional Canopy Required is negative then NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (if Needed) Note: Calculations determined in the Tree Canopy Calculations Table (see this Sheet for details) U) z O + _ On- Site Canopy Preserved Tree r py Canopy Added / Overall Site Total Tree Canopy On Site ,_,, co 32,670 (0.75 AC) + 110,760 = 143,430 SF r_ 143,430 / 1,247,123 = 11.50% + 39.52% (PHASE 1) = 51.02% COMBINED W 1� Open Space and Preserved Area are one in the same for this project. For Street Tree Calculations see this Sheet for details. OPTION: WWF (4X4 OR 3X4) CAN BE NOTE: FENCING TO BE CENTERED ON ADDED BETWEEN POST AND FENCE COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE A ANIMALS A K BOARDS IF NIM LS RE BEING CONTAINED PER OWNER'S REQUEST. ARCHITECT. 8 O.C.• TYP. le ' L 6 4 X G X G POST I" WASH ON TOP SET ri *_1 A rn 0 N. N I I z if k6 m 0 III Y 0 w x 0 m 9 R U m 0 I z co 0 A ., is P05T A MIN. OF 3' IN GROUND. SECURE 0 0 0 Co 0 POST WITH QUICK DRYING CEMENT (OR .d EQUAL). 6 HALF-ROUND Cn PLAN ) ROUN OR 4 X 4 POST CAN BE 5UB51TUTED FOR THE 4XG POST SHOWN AT OWNER'S REQUEST. w FENCE COLOR: BLACK SECTION 6 3 - BOARD WOODEN FENCE P26 NOT TO SCALE I X G X I G ROUGH SAWN TREATED FENCE BOARD; SECURE TO POST WITH (2) Gd GALV. TWIST SCREWS, TYP.; 7" SPACING BETWEEN RAILS. OVERLAP JOINTS. I X G ROUGH SAWN TREATED "COVER" FENCE BOARD; ATTACHED TO POST W/ (2) 3d GALV. TWIST NAILS PER RAIL; SET FLUSH WITH TOP OF POST. SECURE P05T A MIN. OF 3" IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL) MULCH BED AROUND TREE TO BE "SQUARE "AND EXTEND TO BACK OF CURB AND EDGE OF SIDEWALK. WHERE METERS ARE LOCATED CLOSE- EXTEND MULCHING EQUALLY ON BOTH S ES OF TREE TO MATCH SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT °d J I AND SPACING. � \ \L Is �k ,. TREE TIES, SEE 5PEC5. I -1 12" 5Q. 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. SEE 5PEC5 FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. REMOVE BURLAP t STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED 501L 5 TREE PLANTING DETAIL _1.111.--- '- - - - - -- _- - ------------ ._. --- ..... .................... .... . ........ ----,----- P26 NOT TO SCALE 10 ' pr/1 ii;( . WATER METER PLAN: PLANTING STRIP; TYP. N.T.5. co v Z z o, O 0 °v U v W A O M ca v U u Isliiiii®IiiiilY A � 7 d` z Ili J_ kLL. i.i aft • a 1 ', .\ f DOM. PROJECT NO:14,0 1,, % . �.. j �, \,> o , /' ✓ m INDEX TITLE: I ��/ \ I 1 \.� i , I I 1, TWO TIMES BALL - r__'�' 2 6 DIA. (MIN) �14 SHEET NO: 28 OF 38 (5 k K DATE: 12/01/14 >w co N 1 �2,- T---i (D U cf) O W 04 O 13-4 M 11 O I _<:11 H � Q D=-' -C::� E-+ co U f--a Q C/*) U � �. J F_ H (:4 I- f- w W 07 A � 7 d` z Ili J_ kLL. i.i aft • a 1 ', .\ f DOM. PROJECT NO:14,0 1,, % . �.. j �, \,> o , /' ✓ m INDEX TITLE: I ��/ \ I 1 \.� i , I I 1, TWO TIMES BALL - r__'�' 2 6 DIA. (MIN) �14 SHEET NO: 28 OF 38 (5 k K DATE: 12/01/14 N t ------------ E E EX A7 KEY PLAN LPT 164 g.) vu qu 10 13 Landscape row ow,08 mmm- Easement i� % .; - Ci - (5 OT —1 N .2 1 Iq = = - -e ;ap enWt,e %0 C.#) q* A 165 SP, Alm (D 0 LOT 209 LOT 210 LOT 21-1° 4) LOT 206 LOT 207 LOT 208 -0 4 3:� W�-T 2! ca Landscape co 0 V-� \ F9 Eament -k! v wo C) 0 ZOE 01 LU 2- ZS If co Wi 16\ U) 00 LOT 58 LOT 67 LOT 56 LOT 201 LOT 200 LOT 199 Bj367 Lands S Ill ? –4 4 6* —1 - AM Eas THE t0 is ement 0.21 trig c --777':4+- k.'L!�N 0 \v, i Ev'�s —k r 70 36 0 1� LS A Uj 7U LOT 198 LOT 197 LOT X6 0.21 trig c --777':4+- k.'L!�N 0 \v, i Ev'�s —k r 70 36 0 1� LS A Uj 7U Aqess, Ey' EZ. eRi�` I I I I I I k. C10' '6 Nl�� A Tr Q- �H -Exi ass A IL .10 i . A- NOTE: 4 LOW MAINTENANCE GROUND L ISL St 09 fi m t',2" �1,3 �,Ccilc�e rE CO COVER TO BE PLACED ON ALL PROPOSED ENTRY PARK, B SLOPES GREATER THAN OR EQUAL TO 3:1 v SEE SHEET SP26 FOR DETAILS Li �D x-4- X . 0 ist, F st in e –nnection to 6 S Q,3�t; urch.'In T1.) 20 im, f fer #3 100 "Cl Pond 2 » E.. Existing SWM Facility ";;- --e, N-1 4 lu AI rut Za 1 ., 3- , ^ " — 1--» - * I ::–_ 11, 4 -t " 11 E- Tral. E— e i casern t% • 7 rz) A Uj -Ar Proposed EOP L-SK� houlder w T OHT 0 H OHT OHT I--- Exist, DOM. PROJECT NO:14.003c, L* w OHT OHT White Ski p W 4Spacing INDEX TITLE: OT4,T oil SHEET NO: 30 of 38 AD STONY PoiNT Exist, Double Yello A -kes �30 0 30 60 90 SCALE: 1 30' DATE: 12/01/14 tiW Cn Aqess, Ey' EZ. eRi�` I I I I I I k. C10' '6 Nl�� A Tr Q- �H -Exi ass A IL .10 i . A- NOTE: 4 LOW MAINTENANCE GROUND L ISL St 09 fi m t',2" �1,3 �,Ccilc�e rE CO COVER TO BE PLACED ON ALL PROPOSED ENTRY PARK, B SLOPES GREATER THAN OR EQUAL TO 3:1 v SEE SHEET SP26 FOR DETAILS Li �D x-4- X . 0 ist, F st in e –nnection to 6 S Q,3�t; urch.'In T1.) 20 im, f fer #3 100 "Cl Pond 2 » E.. Existing SWM Facility ";;- --e, N-1 4 lu AI rut Za 1 ., 3- , ^ " — 1--» - * I ::–_ 11, 4 -t " 11 E- Tral. E— e i casern t% • 7 rz) A Uj -Ar Proposed EOP L-SK� houlder w T OHT 0 H OHT OHT I--- Exist, DOM. PROJECT NO:14.003c, L* w OHT OHT White Ski p W 4Spacing INDEX TITLE: OT4,T oil SHEET NO: 30 of 38 AD STONY PoiNT Exist, Double Yello A -kes �30 0 30 60 90 SCALE: 1 30' DATE: 12/01/14 50 0 30 66 ry rt ri n ri in L-F3 El K3 SCALE: 1 3 Mew PLANTUS.T ght S-oretid Comments 4e!l - 1�' SplehfilcN ame Label] sgwcont, n h AA Wrelari6hierarborea'A*4m BrilUnce'. ku* Sritlatice,SeMcebory, W#WU �.(3,5,trtt ks)Aerise. wNf6'rm branching ............. AM..."Acerrubrur�,"Arrmtror4'.... tron(tFL-d Wple • .. ..... a a, 3,balanced head be ins atZ nced head AO IAcet rbbrurr'Octol�er G14V .AR I Acer rubrum'Red Sunsud J Sunset Nbple ;N. ttruW branching begins at bitanced head S �Ipl `7 ngb# atV,baloriced head gins 1?,ecuro es FG ].Pen!!�"�S�L p 4 I-bn�*Jn# Grass 3G 1 Dense to !��d�Tbranchq6q; W 0 X !Cerois �anadensis NOW Y�qk branch[ 77 d atyidal form L-k lilex attomusla 'Foster? Foster #2 lrlolb� -72 'IBMcbrit i Full ib 01!1pu�!!i' AN n S2 3G , I Cerise form; healthy color,: unlformtrarlo*g, 36" Or, branching begins at.T; balanced head LT ra P6ptar Bis 1 -straight IruW branch begins _at 3% balanced head ......... jt�"mi umnudiflorum LS- !" uidar rst YT a lRdtdridiloba! j Rit4iyIIbba Sw eet Gvin 29 tro* � 40! -hea' M IN VMS' IvwIwe mud Gulf 469 3 G WnsieJorff fth�,c6lbe, unifor branching. F 1MG i tvagn6fia araftdiffora Iittlii�GeW Little Gem Wgnolla trid I form a, hj. A* :W Jw9ni)ria y!�qinicawostrarrs' iAustra Mgnolia BaWc&A,'jWkWnk (.3,-51riunks),-densie TO i Ratanus X acerifoli&I8lo*dgood*. 'Lond9n .Flane Tree 1, �oed head !-r 16 1 uwor6 brAnching 2,5-31 ��branching begins at baton .1541 1:Stna�ht W'nk; ins fted head :P01 Mtanus x 4�erifol!A London Flane Tree MB branching begins at 3�-. balanced head .014 lQuercus coccinea Scarlet Oak 31 :2.5-3": 1 Straicht truhk up 109 3G-, Mriske form; healthy c*q, uniform branch! na; W. 0. Q .. . . ... . . ..... Oreeh Arborvitae' 14-, ground, d4h�ef form ... ...... .. .... . ..... .. . . ........ vmGrarI4ifII6wriI* 1purpureUmOre6difbtwnFO,.ododo!d -36 !Mododendrqncatawbi6nseTurpur* .�qp � Erherald SM00 Full to p4lage ------- --- Alle so N\ 3 G !Yoihbjb japanes fia 0 nse ht ja oitica*'Yoshi-h6l .,BMc ht-.Fu#*&6nd;de bfiniching, itraig 0yramidal form, . .. .. ... ... . ..... Z -T XG cry . ..... . .......... .. . Ceit No. 0931 Ielkova serrala'Green Vase' Green Vase.Zelkova 27 j 5 SM: lstrao!tr�� branching head, , z -.- - -.- ..- -- -., -11 - --l- -- _.., - - -- --- - --, . . . ---- I , . I.I�.,-.-,,1--l-'-"'-�---,-.-,..".., 1-� "I� 1--� NOTE, DO NOT RANT OAK TREES DURING THE WINTER MONTIHS. -It . Ip NM: %-WAN am-- APPROVED E xvt J E E x. j 0 0 > CS 0 0 M� O z On m =16. di co M W A0 < < I =— 1 5 CD up 109 3G-, Mriske form; healthy c*q, uniform branch! na; W. 0. Q .. . . ... . . ..... Oreeh Arborvitae' 14-, ground, d4h�ef form ... ...... .. .... . ..... .. . . ........ vmGrarI4ifII6wriI* 1purpureUmOre6difbtwnFO,.ododo!d -36 !Mododendrqncatawbi6nseTurpur* .�qp � Erherald SM00 Full to p4lage ------- --- Alle so N\ 3 G !Yoihbjb japanes fia 0 nse ht ja oitica*'Yoshi-h6l .,BMc ht-.Fu#*&6nd;de bfiniching, itraig 0yramidal form, . .. .. ... ... . ..... Z -T XG cry . ..... . .......... .. . Ceit No. 0931 Ielkova serrala'Green Vase' Green Vase.Zelkova 27 j 5 SM: lstrao!tr�� branching head, , z -.- - -.- ..- -- -., -11 - --l- -- _.., - - -- --- - --, . . . ---- I , . I.I�.,-.-,,1--l-'-"'-�---,-.-,..".., 1-� "I� 1--� NOTE, DO NOT RANT OAK TREES DURING THE WINTER MONTIHS. -It . Ip NM: %-WAN am-- APPROVED E xvt S*P29 SHEET NO; ! 31 of 38 DATE: 12/01/14 x. Ui M O z co M A0 S*P29 SHEET NO; ! 31 of 38 DATE: 12/01/14 Ui M O z co M A0 < < I =— 1 5 S*P29 SHEET NO; ! 31 of 38 DATE: 12/01/14 �.... L��k!'��._...� �E#C �1�..M�••�• =7 r�i�---�� ..a /��r�r��rl�''" ..4 r....... 1 L,.... ,:.. {• '"! �. �"' �/' 1: r.•" �"' F/.. ��.'""' �i'!! �"' �"' �'"I�.."'"'"�.;b.'`+."i�!�1 /�►. .�"'.��'�•'�� .� �� .Z .:p .,...+•.•' `" "'^.. 'j ..p r , �? '+ y r• •!` 1(.Y q � A . +,. � EtCiB K�CC3 ,� ' V � ,V4µ C CEI - - j ORNAMENTAL G MAY BE -' ♦ ' �` '`�, ""r `` `` `t7 d ____- .. „ - r. _ - -- . * • ' ` `;" ,. ` SUBST D OR SEE A �}WNER'S 5 D=I E'nON AND CONSIDERED ✓" ✓ �` �.. °w "~ ": "~�. " , �`O, ____ ...! .�! OPTIONAL 4N THIS wPPROVCtrss SHT SP 29 `- ii. PL tN y ........... — ......... ;,»;•' ', s CerL No. 0931 .z it M ` 'LOT 201 —! C Lo P» y , CL 03 t9 ., 2 CL ._ r ERwJ .:p .,...+•.•' `" "'^.. 'j ..p r , �? '+ y r• •!` 1(.Y q � A . +,. � EtCiB K�CC3 ,� ' V � ,V4µ C CEI - - j ORNAMENTAL G MAY BE -' ♦ ' �` '`�, ""r `` `` `t7 d ____- .. „ - r. _ - -- . * • ' ` `;" ,. ` SUBST D OR SEE A �}WNER'S 5 D=I E'nON AND CONSIDERED ✓" ✓ �` �.. °w "~ ": "~�. " , �`O, ____ ...! .�! OPTIONAL 4N THIS wPPROVCtrss SHT SP 29 `- ii. PL tN y ........... — ......... ;,»;•' ', s CerL No. 0931 ...a Im m7��EI• "A WIPAP, mm[ .0 '..r it /'"". �1��: `/'/1_.r► I��: !`1�'""!1 ::;v i��i�Et''�I�ri��i► .�I�i�i�/:" fi`.�Wii ;—!' -" "/.; i6 iii► J r`! �tii .` ".:+`.r�i�k '�!":'/P�l r' #irr TJ! �l _ i►�.. 1!�""..�limmmhQl l�W%=l it M ` 'LOT 201 �.� • . ...a Im m7��EI• "A WIPAP, mm[ .0 '..r it /'"". �1��: `/'/1_.r► I��: !`1�'""!1 ::;v i��i�Et''�I�ri��i► .�I�i�i�/:" fi`.�Wii ;—!' -" "/.; i6 iii► J r`! �tii .` ".:+`.r�i�k '�!":'/P�l r' #irr TJ! �l _ i►�.. 1!�""..�limmmhQl l�W%=l I MAIN LINE MAIN LIN PLUG END OF ---- SFRVICF I ATFRAt_ i )UT VYE SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE CONDITION 1: DISTANCE FROM BF /GF TO LATERAL INVERT IS MINIMIZED WITH VARIED SLOPE PLUG END OF SFRVIr`.F' 1 ATFRAI i MAIN LINE A\ 2 SANITARY SEWER SERVICE LATERAL DETAIL P33 NOT TO SCALE )UT IECTION BY OTHERS WYE CONDITION 2: SLOPE LATERAL @ 1/4 ":1' TO PROVIDE MINIMUM CLEARANCE FROM UTILITIES, PROVIDE TEE -WYE AND CLEANOUT PLUG END OF '- SFRVICF LATERAL PLAN SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE )UT IECTION BY OTHERS WYE CONDITION 3: ROLL CONNECTION AT MAIN TO PROVIDE 0.75' FROM 8" INV. SLOPE 5" LATERAL AT 1/8 ":1' TO PROVIDE MIN CLEARANCE FROM UTILITIES. PROVIDE TEE -WYE AND CLEAN OUT. Sanitary Lateral Schedule Str EX -B to Str P Percent of Pipe: 3.00% 1 Invert In: 418.90 Lot # Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. * Lat Notes 147 37.1 420.01 8.3 47.7 109.72% 430.70 432.70 2.00 1 251 70.59 421.02 60 1.2 2.08% 423.85 422.50 -1.35 H 0 .,,__.___._...._.____ _......._._ ............ .._...._......._.... _1.111. ___. .Str EX-A3 tcrStr.FJiA4 :. Percent of Pi , >: 0,610a .:, Str P _InverttnY= Percent of Pipe: 0.00% Length from Str. Invert In: 421.16 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 148 0 421.16 6.5 57.5 157.08% 431.70 433.70 2.00 1 250 0 421.16 59 1.2 2.08% 422.72 424.50 1.78 2 -H -T 1.2 2.08% 389.54 396.70 7.16 2 186 98.2 387.55 Str P to Str Q 1.2 Percent of Pipe: 6.31% 396.70 Invert In: 422.16 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 149 20.4 423.45 8.8 41.1 87.19% 432.70 434.70 2.00 1 150 42.2 424.82 8.8 39.7 82.92% 433.70 435.70 2.00 1 151 64.5 426.23 8.8 41.9 89.66% 435.70 437.70 2.00 1 152 86.1 427.59 8.8 40.5 85.54% 436.70 438.70 2.00 1 249 49.1 425.26 61 1.2 2.08% 428.11 428.50 0.39 H 248 111 429.16 60 1.2 2.08% 431.99 432.40 0.41 H 247 145.5 431.34 60 1.2 2.08% 434.17 435.40 1.23 H 246 245.6 437.66 63 1.2 2.08% 440.55 440.90 0.35 H 2.05 1 Str Q ........ ............................... - ........ Percent of Pipe: 0.00% -' Invert In: 44117 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff: Between BF and Lat. Inv. '" Lat Notes 245 0 441.17 57.5 1.2 2.08% 442.70 442.90 0.20 H 153 0 441.17 7.5 53.7 136.00% 451.70 453.70 2.00 1 404.50 8.43 2 221 69.2 393.58 82 1.2 2.08% Str Q to Str Q1 406.50 Percent of Pipe: 1.00% 222 Invert In: 441.37 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 154 54.4 441.91 8.5 43.8 96.00% 451.65 453.70 2.05 1 243 108.4 442.45 59 1.2 2.08% 445.26 442.10 -3.16 H 244 37.5 441.75 60 1.2 2.08% 444.57 444.10 -0.47 H x.23% :`' Invert in- 40.75.' Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Str Q1 I Lat. Inv. End Percent of Pipe: 0.00% Lat Notes Invert In: 442.81 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat, Inv. ** Lat Notes 155 0 442.81 9 41.0 87.00% 450.97 453.00 2.03 1 156 0 442.81 9 1.2 2.08% 443.33 450.00 6.67 1 242 0 442.81 63 1.2 2.08% 444.45 441.00 -3.45 2, H, T Percent of.Pipe 0:00 °la Invert lrr: 406.55,1-°.: Lot # Length from Str. Lat Inv. @Main Lat. Distance Str N Slope ( %) Percent of Pipe: 0.00% Diff. Between BF and Lat. Inv. "` Invert In: 439.00 Lot # Length from Str. Lat Inv. AMain Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. * Lat Notes 157 0 439.00 80 1.2 2.08% 440.99 446.60 5.61 1 158 0 439.00 27 1.2 2.08% 439.89 443.00 3.11 1 Percent of Pipe: : ,;1;.;;0,00 °f0 .. ;:. ,. ,:; Invert in:,: 417.47 . Lot # Length from Str. Lat Inv. @Main Let. Distance Str M1 to Str N Slope ( %) Percent of Pipe:; 14.15% Diff. Between BF and Lat. Inv. ** Invert In: 420.00 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Between BF and Lat. Inv. "* Lat Notes 159 62.6 428.86 19.5 1.2 2.08% 430.01 439.40 9.39 2 160 27 423.82 19.5 5.7 10.00% 427.35 436.40 9.05 1 percent of Pi 60.00 °Ia '.Invert ind Lot# Length from Str. Lat Inv. @Main Str EX-AX to Str EX A8 Slope (degrees) Percent of Pipe:: 0.54% Basement Floor Invert In: 394.19 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. " Lat Notes 161 120.8 394.84 43 29.1 55.60% 420.33 422.30 1.97 1 162 80.6 394.63 23.7 40.9 86.70% 416.75 418.70 1.95 1 Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 212 0 Str EX A7B to Str EX -A7C 9 Percent of Pipe :, 2.03% Invert In: 393.27 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. "* Lat Notes 163 27.1 393.82 16.7 46.0 103.50% 412.68 414.70 2.02 1 Percent of Pipe:,, " 2.5590: `fnvertjn:. Str EX -A7B Lot # Percent of Pipe; 0.00% Lat. Distance Invert In: 393.27 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 164 0 393.27 7.2 65.1 215.28% 409.10 411.10 2.00 1 412.58 413.70 1.12 H 209 162.5 412.14 13.5 1.2 Str EXA7A to Str EX -A7B 414.00 Percent of Pipe: 0.43% H Invert In: 392.15 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. * Lat Notes 165 185.8 392.95 9.3 51.2 124.42% 406.10 408.10 2.00 1 166 138.2 392.74 9.3 47.6 109.42% 404.50 406.50 2.00 1 167 95.6 392.56 9.3 41.9 89.88% 402.50 404.50 2.00 1 Str DH-G to Str EX -A7A 61.9 Percent of Pipe. 0.65% 417.91 Invert In: 391.40 2 234 255 Lot # Len th from Str. Lat Inv. Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. *" Lat Notes 169 61.5 391.80 17.46 24.9 46.50% 401.50 403.50 2.00 1 412.59 63.9 1.2 2.08% 415.50 427.00 11.50 2 237 Str EX -A7A 412.23 Percent of Pipe: 0.00% 2.08% Invert In: 392.15 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. "" Lat Notes 168 0 392.15 12 39.3 81.80% 402.30 404.30 2.00 1 11.24 2 240 877.9 410.24 63.7 1.2 2.08010 413.15 Str DH-G 11.85 Percent of Pipe:: 0.00% 519.9 Invert In: 391.40 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 170 0 391.40 8 49.5 117.13% 401.10 403.10 2.00 1 ;.,:-;. ;, : ,77 Invert lri:. Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %} Str EX A7 to Str DH-G Basement Floor Percent of Pipe: 0.65% 252 Invert In: 389.67 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 171 207.9 391.02 16 26.0 48.74% 400.40 402.40 2.00 1 172 148 390.63 16 20.8 38.05% 398.30 400.30 2.00 1 173 100.3 390.32 10 11.8 20.98% 394.00 396.00 2.00 1 174 51.8 390.01 10 4.1 7.13% 392.30 394.30 2.00 1 198 3.8 389.69 57 0.6 1.00% 391.01 401.20 10.19 3, T 199 47.8 389.98 57 1.2 2.08% 392.75 403.40 10.65 2 200 74.6 390.15 57 1.2 2.08% 392.92 404.40 11.48 2 201 95.8 390.29 56.5 1.2 2.08% 393.05 406.40 13.35 2 202 130.3 390.52 56 1.2 2.08% 393.26 407.40 14.14 2 203 156 390.68 56.2 1.2 2.08% 393.43 409.90 16.47 2 204 180.5 390.84 56.2 1.2 2.08% 393.59 411.90 18.31 2 205 203.5 390.99 56.2 1.2 2.08% 393.74 411.90 18.16 2 H . ... ....... .... . ......... Str EX-A7 Percent of Pipe: 0.00% .0,00%:;,f. -.. Invert In: 389.67 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. Lat Notes 175 0 389.67 10 1.2 2.08% 390.21 390.40 0.19 H 197 0 389.67 55 0.6 1.00% 390.42 399.70 9.28 3, T Str EX -A6 to Str EX-A7 Percent of Pipe: 0.42% Invert In: 389.19 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 176 38.1 389.35 9 1.2 2.08% 391.12 388.00 -3.12 H 194 3.6 389.21 51.3 1.2 2.08% 391.85 396.40 4.55 2, T 195 26.1 389.30 51.3 1.6 2.80% 392.32 397.40 5.08 1, T 196 65.3 389.46 51.7 1.9 3.30% 392.75 398.70 5.95 1, T Str EX A6 Percent of Pipe,: 0.00% Invert In: 389.19 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat, Inv. ** Lat Notes 177 0 389.19 10.7 1.2 2.08% 389.74 385.70 -4.04 H 178 0 389.19 8 1.2 2.08% 389.69 384.80 -4.89 H Str EX -AS to Str EX-A6 Percent of Pipe: 0.42% Invert In: 388.35 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 190 4.4 388.37 49.8 1.2 2.08% 390.98 395.20 4.22 2, T 191 29.9 388.48 50.3 1.2 2.08% 391.10 395.20 4.10 2, T 192 1221 388.86 51.3 1.7 3.00% 391.98 395.40 3.42 1, T 193 136.6 388.92 51.3 1.7 1 3.00% 392.04 395.40 3.36 1, T Str EX AS Percent of Pipe: 0.00% Invert In: 388.35 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 179 0 388.35 13.3 1.2 2.08% 388.96 383.90 -5.06 H 180 0 388.35 10.2 1.2 2.08% 388.89 384.90 -3.99 H Str EX -A4 to Str EX A5 Percent of Pipe: 0.44% Invert In: 387.79 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 181 11.5 387.84 11.1 1.2 2.08% 389.65 385.50 -4.15 H 188 43.2 387.98 51.1 1.2 2.08% 390.62 396.20 5.58 2 189 78.4 388.13 50.5 1 1.2 2.08% 1 390.77 1 395.20 1 4.43 2 LATERAL NOTES: 1= CONDITION 1 2= CONDITION 2 3= CONDITION 3 H= Hung Sewer T= Tight Sewer* *PAY SPECIAL ATTENTION TO LATERAL PLACEMENT TO ENSURE CLEARANCES FROM UTILITIES ARE MAINTAINED �o� ��j - o m u s S G� ,3� E a v- N R n z - U P Y � ✓/ MI ic L . MYERS 9 . No. 33028 .� I ��ww 10NAL Percetrt of Pipe Q 00° /a #nve in. - 387 m Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( °lo) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 182 0 387.79 8.5 1.2 2.08% 388.30 386.50 -1.80 H 187 0 387,79 54.8 0.6 1.00% 388.59 396.20 7.61 3, T Z O 0 .,,__.___._...._.____ _......._._ ............ .._...._......._.... _1.111. ___. .Str EX-A3 tcrStr.FJiA4 :. Percent of Pi , >: 0,610a .:, _InverttnY= 386.95 <. Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat_ Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 183 49.8 387.25 43.6 1.2 2,08% 389.74 387.00 -2.74 H 184 33.4 387.15 46.5 1.2 2.08% 389.70 386.00 -3.70 H 185 64.5 387.34 29.8 1.2 2.08% 389.54 396.70 7.16 2 186 98.2 387.55 42.1 1.2 2.08% 390.00 396.70 6.70 2, T 2 U) Str ,EXA2 td 6 EXA3: ` " =- ::: , <, ,"i : PerceotofEjEL ::.. 0.52% Invert In: Lot# Length from Str. Lat Inv. ea Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. " Lat Notes 217 35.2 386,60 30.5 16.1 28.91% 397.00 399.00 2.00 1 218 51.9 386.69 49.9 12.1 21.50% 399.00 401.00 2.00 1 .. _.......... . .: ' _:• Str1EXA2.;: , ' Percent Of Pi ' 0.0090 .1: . ......:..:? :.; `. - invert l 386,39: Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%} Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat. Notes 215 0 386.39 9.0 44.1 97.00% 395.45 397.50 2.05 1 216 0 386.39 7.0 54.3 139.0011/o 396.45 398.50 2.05 1 _ .................. ........ ............................... - ........ Str zfA3 o StrA. -' Percentef Pipe, Invert [n.:, 387:08 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. *" Lat. Notes 219 15 388.49 73.2 0.6 1.00% 389.97 402.50 12.53 3,7 220 61.3 392.84 79.5 1.2 2.08% 396.07 404.50 8.43 2 221 69.2 393.58 82 1.2 2.08% 396.86 406.50 9.64 2 222 103.7 396.82 82.6 O.6 1.00% 398.39 407.50 9.11 3, T 213 73 393.93 161 5.6 9.W% 411.39 414.3 2.91 1 214 90 395.53 87.8 7.1 1 12.50% 408.08 411.2 3.12 1 F' Str B to Str C .;: ; <..:: ". ., . - . , ;,, ; Percent of PI ": x.23% :`' Invert in- 40.75.' Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope %) I Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 225 23.6 408.93 13 1.2 2.08% 410.78 418.00 7.22 1 226 416.4 411.03 14,8 1.2 2.08% 412.92 420.00 7.08 1 227 71.7 413.37 13.7 1.2 2.08% 415.23 422.00 6.77 1 Percent of.Pipe 0:00 °la Invert lrr: 406.55,1-°.: Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. "` Lat Notes 223 0 406.55 6,6 44.2 97.27% 413.30 415.30 2.00 1 224 0 406.55 9 38.3 79.11% 414.00 416.00 2.00 1 `.Str;C +':' :: ;', . , . - ; :.„ . ; " , .::: ;..: ; . Percent of Pipe: : ,;1;.;;0,00 °f0 .. ;:. ,. ,:; Invert in:,: 417.47 . Lot # Length from Str. Lat Inv. @Main Let. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 228 0 417.47 7.6 1.2 2.08% 417.96 424.00 6.04 1 229 0 417.47 7.6 1,2 2.08% 417.96 426.00 8.04 1 percent of Pi 60.00 °Ia '.Invert ind Lot# Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat_ Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat. Notes 206 0 408.00 6.5 1.2 2.08% 408.47 411.80 3.33 1 Str J1::;,. , ,,,. :.:.. ::., .. ,:. Percent of Pipe 0100% ., k:. Invert In - " 417.00 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 212 0 417.00 9 1.2 2.08% 417.52 417.40 -0.12 H 230 0 417.00 65 1.2 2.08% 418.68 429.00 10.32 1 Percent of Pipe:,, " 2.5590: `fnvertjn:. 408.00# Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat. Notes 207 516.8 409.45 13.5 1.2 2.08% 411.31 412.80 1.49 H 208 106.6 410.72 13.5 1.2 2.08% 412.58 413.70 1.12 H 209 162.5 412.14 13.5 1.2 2.08% 414.00 414.80 0.80 H 210 216 413.51 13.5 1.2 2.08°10 415.37 415.80 0.43 H 211 271.9 414.93 115 1.2 2.08% 416.79 416.40 -0.39 H 231 307.6 415.84 61.8 1.2 2.08% 418.71 429.00 10.29 2 232 29)1.7 415.44 61.8 1.2 2.08% 418.30 429.00 10.70 2 233 276.1 415.04 61.9 1.2 2.08% 417.91 428.00 10.09 2 234 255 414.50 61.9 1.2 2.08% 417.37 428.00 10.63 2 235 227.9 413.81 61.9 1.2 2.08010 416.68 427.00 10.32 2 236 180.1 412.59 63.9 1.2 2.08% 415.50 427.00 11.50 2 237 166 412.23 63.7 1.2 2.08% 415.14 426.00 10.86 2 238 1413.4 411.66 63.9 1.2 2.08% 414,57 426.00 11.43 2 239 1111.8 410.85 63.8 1.2 2.08% 413.76 425.00 11.24 2 240 877.9 410.24 63.7 1.2 2.08010 413.15 425.00 11.85 2 241 519.9 409.53 63.7 1.2 1 2.08% 412.43 424.00 11.57 2 StrFJC= A #oStrEX -B': ":,.,.- ";;,:;111:1 ..:._:- Percent of Pipe:' 07,97 %.'..; 7 ;.,:-;. ;, : ,77 Invert lri:. Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %} Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 252 180.7 411.54 14 23.8 44.13% 419.30 421.30 2.00 1 253 110.6 405,95 25 1.2 2.08% 408.05 407.00 -1.05 H 254 89.2 404.25 22 1.2 2.08% 406.29 406,50 0.21 H 255 66.2 402.42 22 1.2 2.08% 404.45 405.00 0.55 H 256 43.7 400.62 22.7 1.2 2.08% 402.68 404.00 1.32 H 257 21.1 398.82 22.6 1.2 2.08% 400.87 403.00 2.13 1 Str EX -::: _,. >;..:• Percebt:€:fpi - :0.00 °%' Invertln. 397.14.`r:> Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat. Notes 258 0 397.14 16.5 1.2 2.08% 397.81 402.00 4.19 1 s _. _.._ .......__......_.._._._.._.___ W_ .._.._...._........__..... _1111_. Str E3C A1`to Str -R . =:. -:. ::::; . ,:. " . .. Percent "ofPipe. - :: ,.0,55 %. - ;Invert In:: .. 385.40' ;, Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope degrees) Slope ( %) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat Notes 259 3(0.2 385.57 161 1.2 2.08% 387.48 384.90 -2.58 H . ... ....... .... . ......... ...Perce "tit of Pipe .: .0,00%:;,f. -.. °:. ": fnvert ln:: 386 11 Lot# Length tfrom Str. Lat Inv. @Main Let. Distance Slope (degrees) Slope ( %) 1 Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. " Lat. Notes 260 10 386.11 11 11 1 2.08% 386.67 382.90 -3.77 H LATERAL NOTES: 1= CONDITION 1 2= CONDITION 2 3= CONDITION 3 H= Hung Sewer T= Tight Sewer* *PAY SPECIAL ATTENTION TO LATERAL PLACEMENT TO ENSURE CLEARANCES FROM UTILITIES ARE MAINTAINED �o� ��j - o m u s S G� ,3� E a v- N R n z - U P Y � ✓/ MI ic L . MYERS 9 . No. 33028 .� I ��ww 10NAL m 0 W zz Lci CO CO w A t � co ado ao 0 0 0 0 .4 t;n W J rn to to V � m w A 0 0 0 U U V 0 m CY-) E--- w O Q � Z W J O w co Y Z O 0 W 2 V r� Q 4; J f- W W W 2 U) w W m m 0 W zz Lci CO CO w A t � co ado ao 0 0 0 0 .4 t;n W J rn to to V � m w A 0 0 0 U U V DOM. PROJECT NO:14.0 INDEX TITLE: SP31 SHEET NO: 33 OF 38 DATE: 12/01/14 CY-) E--- w O Q � Z W J O DOM. PROJECT NO:14.0 INDEX TITLE: SP31 SHEET NO: 33 OF 38 DATE: 12/01/14 CY-) E--- O T� co Z O Q r� Q 4; J f- W W W 2 U) DOM. PROJECT NO:14.0 INDEX TITLE: SP31 SHEET NO: 33 OF 38 DATE: 12/01/14 Date: July 20 .2006 ZMA # 2002 -004 Tax Map and Parcel Number(s) q EXHIBIT D Original Proffer Amended Proffer. (Amendment #) FORM 'f`.,,. l i.-'74 .-A CQ6 60.8 Acres to be rezoned in RA/R6 to. NMD in accordance with the Cascadia Code of Developmeni prepared by Cline Design and dated July 12, 2006 Pursuant to Section 33.3 of the Albemarle .. unty Zoning Ordinance, the Owner, or its duly authorized agent, hereby voluntarily proffe rs the conditions listed below which shall be applied to the property, if rezoned. These conditi "s are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itsel gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to th rezoning request. 1) Affordable Housine: The Owner she I provide a number of affordable dwellings that is equal to or greater than fifteen percent 15 %) of the total residential units constructed in Cascadia. The affordable dwellings ski ill be in the form of "for -sale" townhouses and condominiums and "for rent" townh es, condominiums, apartments; accessory units, and Special Single- Family Dwelling and plex Units as defined by the Cascadia Code of Development. The affordable dwelli " shall be reasonably dispersed throughout the property, subject to the requirements o the General Development Plan and the Code of Development. A. Designation of-Affordable Dwelli s 1. The Owner shall designate indi ridual affordable dwellinglots, units, and/or unit(s) within a townhouse block durit g,final design. Where final design is pursued through the site plan process, the lot or it shall be designated on the final site plan. All affordable dwellings designa on the final site plan shall be platted such that the responsibility for this proffer ar d sale/ rental of the designated affordable dwelling is consistent with the approved fit al site plan. Where final design is pursued through the subdivision platting process to create separate building lots, the affordable el' lat. The responsibility f ' cited the tints or this ' s shall be Best o dwellings �i' P P t!' 8 designated Fr proffer and the sale) rental of y affordable dwelling shall be clearly designated with the final p lat. 2. When required by paragraph A , the Owner shall designate a minimum of fifteen percent (15 %) of the aggregate i6mber of lots or units on that site plan or subdivision plat as affordable dwellings. N )twithstanding the foregoing, the Owner may "carry- over" or "bank" credits for affo dable dwellings in the event an individual site plan or subdivision plat designates affo dable dwellings that in the aggregate exceed the EXHIBIT D fifteen percent (15 %) minimum for such site plan or subdivision plat, and such additional affordable dwelling may be allocated toward the fifteen percent (15 %) minimum on any future site plan or subdivision plat, provided however, that the maximum number of affordable dwellings that may be carried over or banked shall not exceed fifteen percent (15 0%) of the total units on the site plan or subdivision plat. 3, After a lot, unit, or unit(s) within a townhouse block has been designated as containing an affordable dwelling, the requirement to provide the affordable unit shall run with that parcel and the responsibility for constructing and selling/ renting the affordable dwelling shall be with the then - current owner of the individual lot or unit. B. Mixture of Types of Affordable Dwelling Units 1..At least thirty -three percent (M%) of the required affordable dwellings shall be for - sale units. 2. For purposes of this proffer, no more fl= thirty- three;percttit .(33 %) of the required affordable dwelling units may be Special Single- Farhily Dwelling and Duplex Units; however, nothing, except the maximum number of dwellings established in the Cascadia Code of Development, shall prohibit the Owner or its assigns from creating additional Special Single- Family Dwelling and Duplex Units. 3. The remainder of the required affordable dwellings shall be "for rent" townhouses, condominiums, apartments as defined inparagraph 1D. C. For Sale Affordable Dwellings For purposes of this proffer, a "for -sale affordabledweiline h all be defuterl as a dwelling affordable to households with incomes less than eighty. percent (8Q %} of.:the area median income such that housing costs consisting of principle,'interest,;retil estate taxes, and homeowners insurance (PITI) do not exceed thirty percent (30 %) of the gross household income. Ail pur4thasers'ofthe foi.sale affordable` units shall be approved by the Albemarle County H64sing,0'ffree or its designee. Tlte.subsequent owner/builder shall provide the County or its desigmee:apertod ofnincty (90) days to identify and prequalify for financing an eligible ptuobaser for the afFordable unit. The ninety (90) -day period shall commence upon written notice from the.tlren"- current ownedb4der that the unit(s) will be available for sale. If the County or its designee dries h6t`pfovide nqualifiied purchaser who executes a contract of purchase during this ninety (g0)= dayperiod; the then - current owner/builder shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s), rtheless be ' provided, however,-that any`utiits} sold`ivithotit such restriction shall n eve counted toward the number of affordable units required to be provided pursuant to this terms of this paragraph IC. The requirements of this paragraph IC shall apply only to the fast sale of each of the affordable units. The Owner reserves the right to meet the for -sale affordable dwelling criteria on the market rate for -sale units by retaining a no interest, junior deed of trust that is acceptable to the primary mortgage lender. This junior deed of trust cannot exceed the difference between the sale price and the appraised value of the unit. This junior mortgage may be assigned to a third party. I°1 J e& EXHIBIT D D. For Rent Affordable Dwellings 1. Rental Rates. The initial net rent for each for -rent affordable unit shall not exceed the then- current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In eact subsequent calendar .year, the monthly net rent for each for -rent affordable dwelfir g may be increased up to three percent (3 %). For purposes of this proffer smieme nt, the term "net rent" means that the rent does not include tenant -paid utilities. 2. Affordable Term. Rents for su h for -rent affordable dwellings shall not exceed the maximum rents established in p aragraph 1D1 for a period of five (5) years from the date of issuance of certificate f occupancy for that for -rent affordable dwelling, unless the dwelling is made ave ilable for -sale under the terms outlined in paragraph C. .3. Conveyance of Interest. All .& s conveying any interest in the for -rent affordable dwellings during the Affordabl Tenn shall contain language reciting that such In 'lion all contracts pertaining to dwelling is subject to the terms f this proffer. adds p g a conveyance of any for -rent af ordable dwelling, or any part thereof, during the Affordable Term shall contain E complete and full disclosure of the restrictions and controls established by this pro er. At least thirty (30) days prior to the conveyance of any interest in any for-rent al forda ble dwelling during the Affordable Tent, the then - current owner shall notify he County in writing of the conveyance and provide the name, address, and telepho number of the potential grantee, and state that the requirements of the proffer have been satisfied. 4. Reporting_ Rental Rates. Dudri the Affordable Term, within thirty (30) day of each rental or lease term for each for rent affordable dwelling, the then - current owner shall provide to the Albemarle Count Housing Office a copy of the rental or lease agreement for each such dwell' g rented that shows the rental rate for such dwelling and the term of the rental or lea agreement. In addition, during the Affordable Term, the then - current owner st all provide to the County, if requested, any reports, copies of rental or lease agreem m.tsi or other data pertaining to rental rates as the County may reasonably require.:. 2) Route 20 Improvements: In order to' ddress the future potential improvements to Route 20, Stony Point Road, the Owner shall fedicate twenty (20) feet of public right of way along the edge of the existing Route 20 right troadus way with the fast subdivision plat. 3) Secondary Road Interc sections to Ba tist Church: The Owner shall provide interconnections to Broadus Baptist Church MP 62 -25C and 25C 1 . for two 2 P (T ) For the first interconnection, the Owner shall provide Broadus Baptist Church with a thirty (30) foot wide easement that will allow the Church to construct a driveway within this easement. The easement shall start at the Cascadia property line shared with Broadus Baptist Church and run generally along the cep eriine of a Class A trail to the intersection of Cascadia Drive and Delphi Lane, as get erally shown on the General Development Plan. The Owner shall reserve this easement fora period ten (10) years from the recordation date of the first plat for this area and provide the a cment free of charge to the Church. If the Church 3. (305 gi EXHIBIT D does not exercise its right to construct a private drive within this 10 year time period, the Owner's obligation to provide this easement shall be void. For the second interconnection, the Owner shall provide Broadus Baptist Church with a first right of refusal to a lot within Cascadia that will provide reasonable access to the upper -portions of TMP 62 -25C and 25C1. The lot shall be wide enough to accommodate a public road. If any grading or drainage easements outside the lot are required to construct the second interconnection, the Owner shall grant these easements free of charge. If the Church does not exercise its first right of refusal at the time of sale of this lot, the Owner's obligation to provide for this interconnection shall be void. 4) Cdsh Proffer for Capital Protects: For each dwelling unit constructed with Cascadia, the Owner shall contribute cash to Albemarle. County for the stated purpose of either funding school projects at Stony Point Elementary School, Sutherland Middle School, and Albemarle HighSchool as identified in the County School's Capital Improvements Program or funding Capital brtprovement Projects within or immediately adjacent to Neighborhood 3 as identified in the County's Capital improvements Program. The cash contributions shall be at the following rates: $3,000 for each single family detached unit, $2,500 for each townhouse unit and $2,000 for each multifamily unit. Dwellings defined as Special Single - Family Dwelling or Duplex Unit in the Code of Development and/ or designated as affordable dwellings under paragraph lA shall be exempted from this proffer. The cash contribution for each dwelling unit shall be paid, at the time of the issuance of the building permit for such dwelling unit. If the cash contribution has not been exhausted by the County for the stated purposes within ten (10) years from the date of the issuance of the last residential building permit within Cascadia, all unexpended funds shall be applied to fund for any public project or program within Neighborhood 3. 5) Ove of Gradlne Plan: The Owner shall submit, an- overlot grading plan meeting the rl requirements of this section (hereinafta the- "Plan ") with the application for each subdivision of the singl,: family detached and #11gle family attached dwelling units shown on the General Development Plan. The Plan shall show existing and proposed topographic, features to be considered in the development of the proposed subdivision. The Plan shall be approved by the County Engineer prior to final approval of the subdivision plat. The subdivision shall be graded as shown on the approved Plan. No certificate of occupancy shall be issued for any dwelling on a lot where the County Engineer has determined the lot is not graded consistent with the approved grading Plan. The Plan shall satisfy the following: A. The Plan shall show all proposed streets, building sites, surface drainage, driveways, trails, and other features the County Engineer determines are needed to verify that the 'cements of this offer. e requirements ' es th Pr. Plan sattsfi Te9 B. The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet. C. All proposed grading shall be shown with contour intervals not greater than two (2) feet. All concentrated surface drainage over lots shall be clearly shown with the proposed grading. All proposed grading shall be shown to assure that surface, drainage can rovid adequate relief from the flooding of dwellings in the event a storm sewer fails. P � • 4 465 4E 4E 4E 44 44 42 42 42 42 41 41 06S 00 EXHIBIT D D. Graded slopes on lots proposed to a planted with turf grasses (lawns) shall not exceed a gradient of three (3) feet of horiidr tal distance for each one (1) foot of vertical rise or fall (3:1).; Steeper slopes shall be vege aied with low maintenance vegetation as determined to be appropriate by the County's T rogram. authority in its approval of an erosion and sediment control plan for the land isturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), unless the County Engineer finds that the grading recommendations for steeper slopes have adequately, add Messed the impacts. E. Surface drainage from one -half (lf 2) acre of land or from three (3) lots or more lots, whichever is greater in area, shall b a collected in a storm sewer or directed to a drainage way outside of the lots. F. All drainage from streets shall be. 'ed across Iots in a storm sewer to a point beyond the rear of the building site. G. The Plan shall demonstrate that dri , reways to lots will not be steeper than twenty (20) percent unless certified by an engir er that the driveway at the proposed steepness would be safe and convenient for vehicles (including emergency vehicles) to use the driveway, and shall include grading transition at the street that the agent determines will allow passenger vehicles to avoid scrapin Y the vehicle body on the driveway or the street. Additionally, the driveway grading shall provide an area in front of the proposed garage, or an area proposed for vehicle par "n$ where no garage is proposed, that is not less than eighteen (18) feet in length that wit be graded no steeper than eight (8) percent. H. The Plan shall demonstrate that an ea at least ten (10) feet in width, or to the lot line if it is less than ten (10) feet, from the portion of the structure facing the street, has grades no steeper than ten (10) percent adj ticent to possible entrances to dwellings that will not be served by a stairway. This graded area also shall extend from the entrances to the driveways or walkways connecting the dwelling to the street. I. Any requirement of this proffer Ma waived by the County Engineer by submitting a waiver request with the prelimina plat. If such a request is made, it shall include: (i) a justification for the request contain (d in a certified engineer's report; (ii) a vicinity map showing a larger street network at a scale of no smaller than one (1) inch equals six hundred (600) feet; (iii) a conceptu li plan at a scale no smaller than one (1) inch equals two hundred (200) feet showing s eyed boundaries of the property; (iv) topography of the property at five (5) foot intervals for the property being subdivided and on abutting lands to a distance .of five hundred 500) feet from the boundary line or a lesser distance determined be sufficient b the en ` v the locations of streams, ed o a i s ams stream buffers, steep slopes, floodplains, known,w .lands; and (vi) the proposed layout of streets and lots, unit types, uses, and location o parking, as applicable. In reviewing a waiver request, the County Engineer shall nsider whether the alternative proposed by the Owner satisfies the purpose of the r uirement to be .waived to at least an equivalent degree. In approving a waiver, the ounty Engineer shall find that requiring compliance with the requirement of this proffer ould not forward the purposes of the County's Subdivision and Water Protection rdinances or o W otherwise serve the public interest; and. 5 r• f EXHIBIT D granting the waiver would not be detrimental to the public health, safety or welfare, to the orderly development of the Project, and the land adjacent thereto. J. The owner may request that the Plan be amended at any time. All amendments shall be subject to the review and approval by the County Engineer. K. In the event that the County adopts overlot grading regulations after the date ZMA 2002 - 004 is approved, anyrequiremeht of those regulations that is less restrictive than any requirement in this proffer shall supersede the corresponding requirement of this proffer, subject to the approval of the Director of the Department of Community Development. Signature of Owner _> Printed Name �of Owner Date store of Owner Prr'' ted Name of Own u 1 Date MC M y e Mw ryt� nw..� Signature of Owner Printed Name of Owner Date Signature of Owner Printed Name of Owner Date 1 SIGHT DISTANCE RIGHT ALONG TERRACE LANE AT DELPHI DRIVE SP31 HORIZ. SCALE: C = 30' _ ..... ............ _. VERT. SCALE: 1" = 10' 30 0 30 60 90 IM 114 ri " PEI SCALE: H: 1" = 30' >- aeo 2*N N O Z2 qi - U 1 el c. No. 33028 O % w t �ssl0 NAL 00 A 0 r m 0 w Y U w co a U C i/] 465 CD ° co �✓ m m 460 W A z cti � o 455 415 410 Z U � Z ..� C'i M U 1=' CO H 450 t—� C) O 9D m Z 0 w x .61 445 CD m w o Q ., C < � U5 440 v� A < W w Q O 0 0 0 0 O 435 W W 430 U) "' rn m zo 425 C) PEI � H O 420 p; U U U 415 410 Z U � Z ..� C'i M U 1=' DOM. PROJECT NO:14.003 INDEX TITLE: SP31A SHEET N OF DATE: 12/01/14 CO H t—� C) O 9D P4 Z Q E-+ v� EE.. U) W w Q O � W W U) DOM. PROJECT NO:14.003 INDEX TITLE: SP31A SHEET N OF DATE: 12/01/14 ........... .. . .. . ......... ... ...................... ....... ............ .... ..... ............ . ......... ... . .. .... ... .................. NOTE: HYDRANT MUST BE SIZE BRANCH AN D VARIES VALVE BOX COVER cj EQUIPPED WITH CHARLOTTES- ER LIFT NOTCH VALVE THE SAME AS cm 2�j KENNEDY GUARDIAN (K -81 A) VILLE THREADS WHICH IS 14 1/2" Im I (�D MUELLER CENTURION (A-423) WATER MAIN THE LOCAL STANDARD. c 'u m OR APPROVED EQUAL r = r-- E 12 1/2" 12 3/8" cv� G� () in V --f -z LENGTH OF BRANCH VARIES �:N cc) m c M.J. PLUG C11 m 6' MIN f( a) 11, p 2' TO 10' 0 NOTE: 60" DIAMETER MANHOLE (270') VA RIES c c - . .... .. AL:r REQUIRED. WATER 7 CU. FT. VALVE E c M#4 . TEP� DROP MANHOLE CROSS #68 STONE w AS MANUFACTURED BYGPK 0 ITYpf, PRODUCTS, INCi.. OR APPROVED EQUAL CAST IRON LID 18" METER BOX WATER MAIN ROD VALVE V BOX 6" GATE 36"MIN VALVE TO TEE (COAT RODS WITH BITUMINOUS PAINT) 8" X 6" USE FLEXIBLE RUBBER BOOT OR TEE ON-LINE ZOVED PVC MANHOLE ADAPTOR e. g.ASK TIED� AS MANUFACTURED BY GPK PRODUCTS, 2500 P.S.I. CONCRETE (TYPE "B") INC. OR APPROVED EQUAL IN CORE' BASE AND THRUST Aj- OPENING,. BLOCK AGAINST e UNDISTURBED STABLE PIPE STRAPS SOIL. THREADED COUPLING (STAINLESS STEEL) STEEL PILE PVC NIPPLE AND CAP 3/4" THREADED RODS TO 18" PVC SLEEVE or go* BEND WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. BRASS NIPPLE AND CAP An w A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED LUBRICATE ALL THREADS THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED 6" EXTENSION THREADED RODS IN ADDITION TO POURING THRUST BLOCK CONCRETE. IF NECESSARY, A STEEL PILE METER BOX (SEE FIG. W-7) SHALL BE USED AS ADDITIONAL SUPPORT VALVE OX mic F. m s PIPE SLOT NO. 57 STONE No. 33028 NOTE BROOKS (2 PLACES) M.J. FITTING (A) ALL THRU PIPE SHALL BEFITTED WITH AN SDR 35 P.V.C. REMOVABLE CAP WHICH SHALL BE HELD IN PLACE 2200 SERIES 0 BY THE INTERFERENCE (FRICTION) FIT BETWEEN THE PIPE AND CAP. 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2" PIPE SLOPED 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT TO DRAIN IF (B) ALL CAPS SHALL BE SECURED TO THE DROP FITTING WITH TWO (2) FEET OF STAINLESS STEEL CHAIN SECURED INCLUDING DITCHES ) GRADE ALLOWS ONAL 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND WITH TWO STAINLESS STEEL MACHINE SCREWS, NUTS AND WASHERS. (5 8 / 1"METERS) " VALVE BOX. VARIES VARIES 2 GALV. OR BRASS (C) CHAMFER ON ALL PIPE SIZES TO BE AT A 15 DEGREE ANGLE. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. NOTES: PIPE co r=4 .(D), HEIGHT OF VERTICAL STACK WILL BE DETERMINED.BY ENGINEER, 8,UTNLL. NOT BE LESS THAN TWO FEET, IT IS NOT ALLOWED IN THE DITCH. (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 2" THREADED TAP :24 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP (E) DROP STACK TO BE 81, SOR 35 RV.C. PIPE CONNECTED TO DROP FITTING WITH STANDARD 6ASKETED HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 6" EXTENSION OR APPROVED EQUAL. JOINT. REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B PLUG (F), VERTICAL STACK WILL BE STRAPPED TO MANHOLE AT PIPE JOINT& STRAPS SHALL BE MADE OF STAINLESS PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". STEEL OR APPROVED'MATERiAL NONC-ORRISIVE TO SEWER GASES. DEAD END (0) SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. (TYPE "A") 'TO SPRING LINE OF MANHOLE INVERT. r2 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL Z (H) ELBOW AT BOTTOM OF THE STACK WILL BE A 90 DEGREE BEND POSITIONED IN THE DIRECTION OF THE FLOW SPT NOT TO SCALE TYPICAL METER BOX TYPICAL BLOW IN MANHOLE WITH BENCH CONSTRUCTED TO CONFORM TO MANHOLE BENCH, r3 r4 -OFF ASSEMBLY I. . .... . .. .... .. (1) DROP STACK SHALL NOT BE INSTALLED WITHIN 60 DEGREES OF THE ACCESS -'-'T-'O- SCALE NO I T T . 0 SCALE . ........ ................ ... .... .............. . co 3?) STEPS m z (J) DROP STACK SHALL NOT BE INSTALLED WITHIN 60 DEGREES OF THE ACCESS STEPS,. cn ca ZE z 6 CD cn U-1 TYPICAL DROP MANHOLE DETAIL (INTERNAL) cl SP3 NOT TO SCALE co m co m CC) co co CD 0 CD CD 0 �0 1" COMPRESSION x 3/4" MALE PIPE COUPLING 45' max OR APPROVED EQUAL LLI /7 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Z z < 0 op/- AS DIRECTED. MARKER LOCATION MAY BE SUBJECT c) A 0 11 ill TYP 11 11 45* E K TO HIGHWAY DEPARTMENT APPROVAL. GOOD -FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL u E- < PLUG FOR USE ON ATTACHED SINGLE FAMILY max SOFT COPPER 9=1 RESIDENTIAL SERVICES OR DUAL RESIDENTIAL 1"x1 "A" TEE AND IRRIGATION SERVICES. FINISHED GRADE 24" IN ftiziy 2 T IIAL BACKFILL 8" INITIAL 8" 8- MIN. MIN. MIN. MIN. NOTE NO SWEATED FITTINGS 6" BEDDING :z ADJUSTABLE VALVE BOX W/ LID UJI #68 STONE .41 Ci I FOR ALL BENDS FOR TEE OR WYE RTTINGS BINGHAM & TAYLOR FIG. NO. 4905 1 zi CIS 4 a: WIDEN TRENCH TO iow DUAL SERVICE z CREW TYPE) OR APPROVED EQUAL STABLE SOIL ROCK ACCOMMODATE 1" COMPRESSION x 3/4" MALE PIPE COUPLING I W% ANCHOR IF OR APPROVED EQUAL SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 0 REQUIRED. z 1" TYPE "K" STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND _9! In BEDDING SOFT COPPn ER THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF BEDDING AS 68 STONE. REQUIRED 4 # 1:4 cy'D E4 FOR USE ON DETACHED SINGLE FAMILY 0 z t> RESIDENTIAL SERVICE WHERE AN IRRIGATION �D METER IS NOT PROVIDED. PLUG FOUNDATION IN POOR SOIL UNDER-CUT CONDITION z M.J. GATE VALVE 45' SINGLE SERVICE MIN MIN NOTE: T i 1) SADDLES SHALL BE USED ON PVC PIPE. F 4 -I A E4 SECTION 1-1 SECTION 2-2 CAST IRON LID 4'Ml --INITIAL BACKFILL F f FINISHED GRADE UNSTABLE 8" 4"Ml� P4 8" :�� co 8" _71 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81, 45 2.66 2.66 2.77 0.26 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 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 - ILU-1 011-1 . I =- BROOKS 2200 SERIES BOX WITH SO 1 L MIN. MIN...._.. IVIIN 0-4 M 1-� 10 " -15" MIN. 1/4 BEND COUPLING (IF REQUIRED) EXTENSION OR APPROVED EQUAL #68 STONE MUELLER NO. H-15069 �1") LOCKWING IN UNPAVED AREAS WATER LINE E��-_GRANULAR FILL AS E1 FORD NO. L02-44 (1") VALVE APPROVED BY ACSA NO. H -15068 1 1/2", 2") BALL NO. L02-66 (1 1/2") (INLET 41 OUTLET) COPPERSETTER E.. NO. L02-77 (2") 36" MIN. STABLE SOIL 0 C ZSTABLE"SOIL OR ROCK OR APPROVED EQUAL III II McDONALD 20-209 WWDD 33 OR APPROVED EQUAL 2500 P.S.I. El NOTE METER CONCRETE 4 2'x 2' BEARING AREA. THRUST BLOCK 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. BRICK AS 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED NECESSARY g <:� ABOVE THE INITIAL BACKFILL. \-CORPORATION STOP (1", 1 1/2", 2") MUELLER NO. B-25000 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. Ljj FORD NO. FB-600, OR APPROVED EQUAL _j 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. LU 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. w SIZE, DEAD ENDS AND AT VALVES. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. cl) 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. DUCTILE IRON WATER PIPE DOM. PROJECT NO:14.003 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF 6 TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION & BEDDING ALL THRUST BLOCKS. NOT TO SCALE TYPICAL GATE VALVE INDEX TITLE: NOT TO SCALE �Spa �/�T�osuL-E CONCRETE THRUST . BLOCK DETAIL SP32 SP3 NOT TO SCALE SHEET NO: 35 OF 38 DATE: 12/01/14 FRAME & COVER -- - -. -- _ _ (SEE FIG. S- I -D,E) �� s cm C,1 STREET SURFACE OR z +1 0 ■— o u n n NON -PAVED AREA SLOPED AREA -'� N .� C U 1' -0" MAX 3000 PSI CONC. BASE ■� 2'- 0 BENCH SLOPED TO FLOW "WEDG -LOK" TYPE .„ I o CHANNEL 1/4" 1' MIN W RUBBER COATED STEEL o• � ' �'� .. 3' 3' STEPS OR APPROVED o Typical 0 ~�, 5 5 T ical EQUAL CAST IN PLACE 3 —0 MIN o o Typical Building Foot rin Footprint PRECAST REINFORCED P CONCRETE SECTIONS 12 MIN BRANCH "0" RING SEALS 16" MAX 12" jCO)NNECTION MINIMUM ELEVAT ION DIFFERENCE ACROSS M.H. 5" 4' -0" 5'. FROM INLET TO OUTLET SHALL BE 0.20 FEET. 2" DEPTH OF FLOW CONCRETE VARIES o; o CHANNEL TO BE FILLETS Lot Line 3/4 DIAMETER OF CONTRIBUTING SEWER. a d a 12" FLEXIB NOTE: Build To Line Build To Line Q,L H F A FILLETED INVERT FOR A SMOOTH ° 8 TRANSITION IN FLOW BETWEEN WITH STAINLESS STEEL ALL CONNECTIONS TO Dimension Varies BAND EXISTING MANHOLES SHALL Lot Lin Build To Line o INLET & OUTLET PIPE SHALL BE ►— BE CORED AND A FLEXIBLE (See Table D PROVIDED. MIN. 6" BEDDING „ on Sheet PS 2) o NOTE W/ N0. 68 STONE I— CONNECTION BOOT " U y INSTALLED — Buildin MI F. MYERS o Build To Line 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE # No. 33028 Dimension Varies Building Setback Line ' # Setback Line SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. # Y 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 1 MANHOLE WITH BRANCH TIE -IN DETAIL (See Table) o Driveway p�� Q on Sheet PS2 EXTENDED OR NON— EXTENDED BASES. Drivewa I s 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED SP33 NO .....TO..... SCALE......-....._.- ............................_.._........._....._......................._............._................................................................................_.................................._...._._...._....... ......................_........ Y- , - - SIONAL INSIDE AND OUT. 5 Concrete Sidewalk — Planting Strip III 5 Concrete Sidewalk _ \ A \ Planting Strip CG -6 Curb & Gutter CG -9B c > CG -6 Curb & Gutter CG -96 Public R/W (TYP•) Y REMAINING BACKFILL SHIALL Public R/W (Typ•) NOT CONTAIN ROCK MATERIAL z 36 MIN LARGER THAN 5" IN ANY 0 DIMENSION TYPICAL SINGLE FAMILY LOT LAYOUT z 24"MIN TYPICAL SINGLE FAMILY LOT LAYOUT rT LOTS LESS THAN 60' WIDE o ° INTIAL BACKFILL* 2 LOTS GREATER THAN 60' WIDE SP33 SCALE: 1 " =20' 8 "MIN (6" LIFTS) � � m EMBEDMENT * THOROUGHLY COMPACTED SP33 SCALE: 1 " =20' W A Z BY HAND OR APPROVED (� SPRING LINE OF PIPE MECHANICAL TAMPER o H AU N CH I N G PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE N0. 68 STONE WITH PART V, SECTION G OF THESE SPECIFICATIONS. BEDDING 6 max 4" min (ON 1" 25 ) DIA HOLES ,;':.'•;','i FOUNDATION (SHALL BE BOLT CIRCLE. 2" (51mm) LETTERS O REQUIRED WHEN SOIL (RECESSED FLUSH) co SET DOGHOUSE BASE 1" EXISTING SANITARY LLI CONDITIONS ARE UNSTABLE [25mm] . • SEWER PIPE ON CONCRETE BLOCKS East Jordan Iron z ALL PIPE) Works 00104316 DOGHOUSE OPENING SHALL �y •, MIN. 12" CLEARANCE z ,n BE PREFORMED BY • BETWEEN EXISTING PIPE CO (2) CLOSED MANUFACTURER OR ' °' "! "s ' ' AND STONE BEDDING PICKHOLES SAW CUT TO FIT PIPE OUTSIDE DIAMATER ° •. ' y PLUS 6 O NOTE S 11/2 O M A co [38mm] 12" THICK VDOT O O O O 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT —OF —WAY SHALL BE No. 68 STONE BEDDING s0 88%8".16" AND 4%8"x16" 1Cif BACKFILLED ENTIRELY WITH NO. 21A STONE. SOLID CONCRETE BLOCKS 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED WALLE(4 EACH) DOGHOUSE MANHOLE BASE to AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED O O w S R MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING U 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" E VV (2) CORED BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE CO NTH 3,000 PSI CONCRETE ZO PICKBARS ON FIGURE S -1 —A WI OR NON— SHRINKING GROUT BEDDING OF NO. 68 STONE 1 1,/8" (29mm) DIA BOSS 0 27 1/2" DIA 1 1/2" ALLOW CONCRETE ✓ (/a U [38mm] WRAP EXISTING PIPE WITH Pei OE [699mm] 1'-0" TO BEYO DI BASE 4 NEOPRENE GASKET MATERIAL wN A 5 SANITARY SEWER INSTALLATION DETAIL 26 1/4" DIA [178 m] OF STRUCTURE BEFORE FILLING THE OPENING _.._ ........................ [667mm] NEOPRENE SECURED BY 2 NON- U U U 26" DIA 1 1/2" CORROSIVE STRAPS, 1 ON SP33 NOT TO SCALE [660mm] (38mm] EACH SIDE OF OPENING 1/4" (6mm) DIA 31/8" �j I_ 24" DIA NEOPRENE GASKET [79mm] 12" AST-IN F [606mm] 3.000 MIN. PSCCONCRETE BC SE NOTE: 28 7/16" DIA 5/8" FOUNDATION SECTION VIEW uj ALL DETAILS APPLY TO A DETACHED OR ATTACHED [722mm] [tsmm] 23" DIA < [584mm ] NOTES: DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO 36"" DIA 25" DIA W s35mm 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW p —� VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR [ ] _ EXACT LOCATION OF DUMPSTER ENCLOSURE. FRAME SECTION O.D. OF GASKET GROOVE FLOW TO THE EXISTING PIPE. SECTION 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" FIELD BRICK HARMAR OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE #627 FT— WASHINGTON BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN 12' -0" MIN. ANTIQUE S.B. FLASHED ACCORDANCE WITH THESE SPECIFICATIONS. MANHOLE FRAME AND COVER DETAIL EYE HOLES FOR PAD LOCKS SP33 NOT TO SCALE 7 "DOGHOUSE" MANHOLE DETAIL o CO ................. ... ......................... .. ..............................- ....... _.........................._..._-.----.. .-- ...... ...................... I SP33 ....NOT TO SCALE w �Z) TO, ESCH. 40 GALV. FENCE Q �+' w POST AND GATE w/ "BEIGE" TREX o� o WOOD- POLYMER 0 Q,1 LUMBER SLATS TO 1.4 E—+ MATCH BUILDING. I W PROVIDE GATE LOCKING t� PINS AND PIN Q � � RETAINERS W,/ PROVISIONS FOR PAD W H ~' LOCK. MAINTAIN POSITIVE DRAINAGE MAINTAIN POSITIVE DRAINAGE EXISTING GRADE EXISTING GRADE C0 � 2" ASPHALT 3" MULCH POURED CONCRETE u i FOOTING ©POSTS <.' :' >:.:, ; `•.. >: r :_• >w,Z<; ;x <, u. ,z.. I— 4 AGGREGATE BASE .. � LACKING PIN RETAINER F- �-;.: SEE STRU FOOTING G FOR F INFO ,� • .< ;Z.a:`. <.,. ,;::,Z,: w NOTES: TRAIL TO BE CLASS A, TYPE 1 LOW MAINTENANCE TRAIL TO BE CLASS B, TYPE 1 PRIMITIVE TRAIL DOM. PROJECT NO:14.003 1. DUMPSTER WALLS TO BE 9' -0" HIGH. PEDESTRIAN PATH IN ACCORDANCE WITH IN ACCORDANCE WITH ALBEMARLE COUNTY 2• PROVIDE CONC. PAD, MALLEABLE STEEL' CENTER STOP /HOLD, AND SLEEVES FOR ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. DESIGN STANDARDS MANUAL. INDEX TITLE: THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. 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. 0 TRAIL DETAIL CLASS A TYPE 1 11 NATURE TRAIL DETAIL CLASS B TYPE 7 SP33 NOT TO SCALE SP33 NOT TO SCALE AIR RELEASE VALVE DETAIL DUMPSTER ENCLOSURE DETAIL SHEET NO: 36 OF 38 ..-..._ ..................... ......................._.__..._ ..........._____..._..--._----._..._._......-------•---....._._.__._._ ....._._._..................... SP33 NOT TO SCALE SP33 NOT TO SCALE DATE: �d 12/01/14 FINISHED GRADE AIR RELEASE VALVE BRONZE GATE BRASS OR BRONZE PIPE VALVE DRAIN TO GRADE IF POSSIBLE I 4 O #II14 BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V, ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) N TS FIG. W -9 TD -17 SECTION 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" FIELD BRICK HARMAR OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE #627 FT— WASHINGTON BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN 12' -0" MIN. ANTIQUE S.B. FLASHED ACCORDANCE WITH THESE SPECIFICATIONS. MANHOLE FRAME AND COVER DETAIL EYE HOLES FOR PAD LOCKS SP33 NOT TO SCALE 7 "DOGHOUSE" MANHOLE DETAIL o CO ................. ... ......................... .. ..............................- ....... _.........................._..._-.----.. .-- ...... ...................... I SP33 ....NOT TO SCALE w �Z) TO, ESCH. 40 GALV. FENCE Q �+' w POST AND GATE w/ "BEIGE" TREX o� o WOOD- POLYMER 0 Q,1 LUMBER SLATS TO 1.4 E—+ MATCH BUILDING. I W PROVIDE GATE LOCKING t� PINS AND PIN Q � � RETAINERS W,/ PROVISIONS FOR PAD W H ~' LOCK. MAINTAIN POSITIVE DRAINAGE MAINTAIN POSITIVE DRAINAGE EXISTING GRADE EXISTING GRADE C0 � 2" ASPHALT 3" MULCH POURED CONCRETE u i FOOTING ©POSTS <.' :' >:.:, ; `•.. >: r :_• >w,Z<; ;x <, u. ,z.. I— 4 AGGREGATE BASE .. � LACKING PIN RETAINER F- �-;.: SEE STRU FOOTING G FOR F INFO ,� • .< ;Z.a:`. <.,. ,;::,Z,: w NOTES: TRAIL TO BE CLASS A, TYPE 1 LOW MAINTENANCE TRAIL TO BE CLASS B, TYPE 1 PRIMITIVE TRAIL DOM. PROJECT NO:14.003 1. DUMPSTER WALLS TO BE 9' -0" HIGH. PEDESTRIAN PATH IN ACCORDANCE WITH IN ACCORDANCE WITH ALBEMARLE COUNTY 2• PROVIDE CONC. PAD, MALLEABLE STEEL' CENTER STOP /HOLD, AND SLEEVES FOR ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. DESIGN STANDARDS MANUAL. INDEX TITLE: THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. 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. 0 TRAIL DETAIL CLASS A TYPE 1 11 NATURE TRAIL DETAIL CLASS B TYPE 7 SP33 NOT TO SCALE SP33 NOT TO SCALE AIR RELEASE VALVE DETAIL DUMPSTER ENCLOSURE DETAIL SHEET NO: 36 OF 38 ..-..._ ..................... ......................._.__..._ ..........._____..._..--._----._..._._......-------•---....._._.__._._ ....._._._..................... SP33 NOT TO SCALE SP33 NOT TO SCALE DATE: �d 12/01/14 5. !� a to P_ s 6 � f 2013 � 1 1.. '. »* t` 7: n:T 'sfli> �Z i d f, - .1 t: 1 =J S Pressure Hydrant 11702 Flow Hydrant #1 12310 Flow Hydrant #2 Flow Hydrant #3 ............ .._... ....... ... ..........:..:., .....:,: r .... . Date and Time of Test 9/16/201311:50:00 AM Location ;Fontana DR Static Pressure (psi) - 85, Residual Pressure (psi) 80, Pitot Pressure #1 (psi) 70' Pitot Pressure #2 (psi) 0 Pitot Pressure #3 (psi) O Minutes of Flow 3, , Test Flow #1 (gpm) 1,169 : Test Flow #2 (gpm) 0 Test Flow #3 (gpm) 0 ; Total Estimated Flaw (gpm) 1(1169 i Estimated Consumption (gal) 3,507 AWWA Q20 Calculation (gpm) 0 (Value of zero Indicates insufficient pressure dropfor calculation) Comments: For method of calculating pitot flow with a diffuser: see eq.13, Walski and Lutes article 1990 Journal Management and Operations AW WA' Signature of Tester: (Ali tests conducted using 2.5 discharge outlet unless otherwise specified) FIRE FLOW CALCULATIONS FONTANA DRIVE TEST FLOW INFORMATION: STATIC PRESSURE = 85 PSI RESIDUAL PRESSURE = 80 PSI TEST FLOW =1169 GPM PROPOSED WATERMAIN EXTENSION LENGTH FROM HYDRANT 11702 =4000 FT USING A HAZEN- WILLIAMS COEFFICIENT OF C =120, ACTUAL HEAD LOSS OVER 4000' OF 8.39" PIPE IS 39 PSI FIRE FLOW CALCULATIONS ASSUMING 39 PSI PRESSURE DROP AT MOST REMOTE FIRE HYDRANT, STATIC PRESSURE = 46 PSI RESIDUAL PRESSURE = 41 PSI TEST FLOW =1169 GPM CALCULATED Q20 = 2847 GPM ANTICIPATED DOMESTIC DEMAND = 438 GPM (146 UNITS X 3 GPM /UNIT) ADJ USUTD Q20 = 2409 GPM REQUIRED FIRE FLOW =1000 GPM PER VA FIRE CODE SECTION 8105.1 FIRE FLOW IS ACCEPTABLE SINCE 2409 GPM > 1000 GPM CG-6 NOTES: 1. THIS ITEM MAY BE . PRECAST OR CAST IN PLACE. E 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE 4000 PSI IF PRECAST 3. GUTTER & CURB COMBINATION U R H N i G HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER §H6LL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL.. i IN • P 1u;1. P P P P o P o P P ' P P p P ' P • P ' O T6" n� 2' -0" } THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ONCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 CG -6 DETAIL SP3 NOT TO SCALE THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 1599CGD APPROX. DRAIN AREA = 122.07 SO IN APPROX. WEIGHT = 26.50 LBS ° A \ A a r' ° 04.00 1.50 SECTION A -A DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70.50 -05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST THIS PRIM DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS DRAWN BY ESC MATERIAL 3130 VERONA AVE PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DUCTILE IRON ® BUFOR0) A30513 DOES NOT CONFER, TRANSFER, OR LICENSE THE USE U THE DESIGN DATE 3 7�e Nyloplas t' FAX (770) 132-2490 OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR REVISED BY EBC PROJECT NOJNAME WWw.nyl0P1"t -W.C= MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TITLE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.23.11 15 IN DOME GRATE PERMISSION FROM NYLOPLAST. 02011 WLOWT I DWG SIZE A I SCALE 1:4 SHEET 101`11 DWG NO. 7001.110.211 REV D 5 1 NYLOPLAST YARD DRAIN 15" DOME GRATE 201.03 CG-12 � GENERAL NOTES: p 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. s 2. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) 8 WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 101 MAX RAMP FLOOR BY 2 FOOT IN LENGTH IN TH E DIRECTION OF PEDESTRIAN C TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A WARNING MAY TH WA NG M BE USED WITH E APPROVAL THE I AL 0 E ENG NEER, P RP A R ENDICUL E 3. SLOPING SIDES OF CURB RAMP MAY R T BE POURED ED MONOLI HICALLY WITH RAMP H AM SPACE SPACE T FLOOR OR BY USING PERMISSIBLE CONSTRUCTION 1 JO NT WITH REQUIRED O D BARS. r � 4. IF RAMP FLOOR IS PRECAST, H OLES M US T BE PROVIDED FOR W AR DO EL BARS SO v y i THAT AD JO INI NG FLARED SIDES CAN BE CAS T IN PLACE AFTER PLACEMENT 0 F 5 M I N PRECAST R MP F PRECAST A FLOOR. CONCRETE SHALL L B CLASS A-4. Q • M A X REQUIRED BARS ARE TO B N. 5 X " PLACED 1' S E 0 8 L CED CENTER TO CENTER CE E ALONG 12 .1 12:1 MAX f .. �- BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM I SIZE 21B 5' -0`• CONCRETE COVER 111 /2". 12% MAX. SLOPE POINT OF GRADE CHANGE 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PARALLEL 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED i BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER SECTION C -C x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY v CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, `ice i OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS i AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT MAX BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 121 HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5. MIN ** - UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL soz ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED ACCESS ROUTE ® o AND USED BY PEDESTRIANS. 4 MIN B. RAMPS MAY BE PLACED RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT AT X , 2" HIGHER THAN EDGE OF PAVEMENT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT *)K ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. UNPAVED SPACE 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT TYPE C ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY U TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PEDESTRIAN ACCESS ROUTE DETAIL INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' ? LANDING AREA MAY INCLUDE THE GUTTER PAN, EXPANSION JOINT 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME :n 1,6 "-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O 0 0 0 0 0 z - MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - 0 0 0 O O O O O o O O O E - 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u o + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 cw 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IR 50% -65% BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' TOP DI OIAME DETECTABLE WARNING AT BACK OF CURB 0. " -1.4" SEE NOTE 12. BASE DIAMETER I VARIABLE FULL WIDTH OF RAMP FLOOR _I f DETECTABLE WARNING TRUNCATED DOME PAY LIMITS INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL �VDOT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SHEET 1 OF 5 REVISION DATE 7/11 203,05 2 CG -12 DETAIL .........._ ................ _.............................. _...... NOT TO SCALE [,-2"' RADIUS •a . 7%2" :. A A 15" a ' SURFI MAX. a BASE SPECFTCATION 105 502 cc -2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 FARE OFVICNURB) WILL BE PAID FORE AS RADIAL LESS 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED M MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE WITH THE TOP OF A COURSE OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 4" 2" R 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE APPENDIXEATOF THE DOT ROAD UESIGN MANUAL. .' . A 6" A " ' •A SEE SURFACE NOTE 4 A • .A a • BASE .a•.a. SUBBASE - s" STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION r6_` CG -9B DET_A_I_L _ SP3 NOT TO SCALE 4' 201.01 � q- E LS HALF PLAN l ° s E--i CG-9B N CO CG -3 OR CG -7, THE CURB FACE ON THIS cn C •0.0.0.0.0 MOUNTABLE CURB CONFIGURATION. o . • o . • o • o • o • o . o ] wJ c UNPAVED PARABOLIC SIDEWALK CURVE SECTION E -E L SPACE SPACE T INORMAL GUTTER ® _ _ .__ _ _ - � ® x x = N 0 CC) m v . ' �•j� Q. �• �' ' TO 10% CHANGE oo. o.0 0 T °ME °� 0 CLASS A3 (H.E.S.) CONC. 0 °o:o R r 6" AGGR. BASE TYPE E-4 I SIZE 21B 5' -0`• WIDTH OF ENTRANCE 12% MAX. SLOPE POINT OF GRADE CHANGE co FOR CURB AND GUTTER ONLY �E oqo 000 •o oo oo c FOR SIDEWALK CURB ANO GUTTER x x 12 % MAXIMUM INCREASE N SLOPE AT MINIMUM 10' INTERVALS o %z WIDTH OF ENTRANCE F+'I SECTION C -C x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND *2 4 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECIFICATION REFERENCE STANDARD ENTRANCE GUTTER XVDOT F-+-� a y LIMITS OF PED. LIMITS OF PED. EXISTING OR PROPOSED I SHEET 1 OF i EXPANSION JOINT soz ACCESS ROUTE ® o ACCESS ROUTE NJ SIDEWALK OR SIDEWALK SPACE 01/13 203.02 3 CG -9B DETAIL o= UNPAVED SPACE NON - TRAVERSABLE UNPAVED SPACE U W PEDESTRIAN ACCESS ROUTE DETAIL 2 ° j ? EXPANSION JOINT `- w U E E � Z n ADDITIONAL RIGHT-OF-WAY IS REWIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE M EXTEND BEYOND U) -1A cw w EXISTING OR PROPOSED VDOT RIGHT -OF WAY. 2' 0" U W w w T CURB INCLUDED IN ENTRANCE GUTTER Z a � z � N Q o z w w w •,E. D. �. o ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS i0 r� FLOW LINE z UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A o .•o °o°•o °o °- ° • ° •O • o • ° � I. m FACILITY THAT CAN BE APPROACHED, ENTERED AND ENTRANCE WIDTH TOEBAK SECTION F -F _ W EXPANSION JOINT DESIRABLE MINIMUM 16' OFOCURB,MNIMUM WIDTH SHOULDSBED6'. p C5 Ui ABSOLUTE MINIMUM 12' CD co W 0 3 . .O-� A o 0 IF PEDESTRIAN ACCESS ROUTES © ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH EDGE OF PAVEMENT , 0 0 IS REQUIRED WITH A MAX.27 CROSS SLOPE. 2' -0" . [,-2"' RADIUS •a . 7%2" :. A A 15" a ' SURFI MAX. a BASE SPECFTCATION 105 502 cc -2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 FARE OFVICNURB) WILL BE PAID FORE AS RADIAL LESS 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED M MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE WITH THE TOP OF A COURSE OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 4" 2" R 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE APPENDIXEATOF THE DOT ROAD UESIGN MANUAL. .' . A 6" A " ' •A SEE SURFACE NOTE 4 A • .A a • BASE .a•.a. SUBBASE - s" STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION r6_` CG -9B DET_A_I_L _ SP3 NOT TO SCALE 4' 201.01 � q- E LS HALF PLAN l ° s E--i WHEN USED IN CONJUNCTION WITH STANDARD p p• p N CO CG -3 OR CG -7, THE CURB FACE ON THIS cn STANDARD IS TO BE ADJUSTED TO MATCH THE •0.0.0.0.0 MOUNTABLE CURB CONFIGURATION. o . • o . • o • o • o • o . o ] wJ c UNPAVED PARABOLIC SIDEWALK CURVE SECTION E -E L SPACE SPACE T INORMAL GUTTER ® _ _ .__ _ _ - � ® x x = N 0 CC) m v . ' �•j� Q. �• �' ' TO 10% CHANGE oo. o.0 0 T °ME °� 0 CLASS A3 (H.E.S.) CONC. 0 °o:o R r 6" AGGR. BASE TYPE E-4 I SIZE 21B 5' -0`• C 12% MAX. SLOPE POINT OF GRADE CHANGE co FOR CURB AND GUTTER ONLY �E oqo 000 •o oo oo c FOR SIDEWALK CURB ANO GUTTER x x 12 % MAXIMUM INCREASE N SLOPE AT MINIMUM 10' INTERVALS o BUILT CONCURRENTLY SECTION D -D F+'I SECTION C -C x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECIFICATION REFERENCE STANDARD ENTRANCE GUTTER XVDOT F-+-� a 2 U) (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) ROAD AND BRIDGE STANDARDS REVISION DAT I SHEET 1 OF i soz w VIRGINIA DEPARTMENT OF TRANSPORTATION 01/13 203.02 3 CG -9B DETAIL NOT TO SCALE [,-2"' RADIUS •a . 7%2" :. A A 15" a ' SURFI MAX. a BASE SPECFTCATION 105 502 cc -2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 FARE OFVICNURB) WILL BE PAID FORE AS RADIAL LESS 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED M MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE WITH THE TOP OF A COURSE OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 4" 2" R 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE APPENDIXEATOF THE DOT ROAD UESIGN MANUAL. .' . A 6" A " ' •A SEE SURFACE NOTE 4 A • .A a • BASE .a•.a. SUBBASE - s" STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION r6_` CG -9B DET_A_I_L _ SP3 NOT TO SCALE 4' 201.01 1fA H ,Yr . U✓ MC MYERS c. No. 33028 1-d 0 f, -( � ^ � q- E LS s E--i N CO cn �N C ] wJ c A L -mm 0' ^, W = N 0 CC) m v V ) N er O r- M 0 � R r E-4 - U C C'i co E c LU F- W F+'I 0 m W W 0 1fA H ,Yr . U✓ MC MYERS c. No. 33028 1-d 0 f, -( � ^ w Q � � C ✓ E--i O cn u.i � I-I Q A \ V ) W a � E-4 � z day C'i co 4 LE LU F- F+'I F- m W W 0 F-+-� a 2 U) 0 I � w w Y U W U U) W Z � o r� � m 0 W C5 Ui CD co W 0 . .O-� A o 0 0 0 0 4 r%1 r/1 W ° M vi III r/z U cn C> �w A O O O w Q � � C ✓ E--i O cn u.i � I-I Q Z� V ) W a � E-4 � z day C'i co 4 LE w Q � � C ✓ E--i O cn � I-I Q Z� V ) a � E-4 day Qi LU F- F+'I F- W W 0 F-+-� a 2 U) DOM. I � w w Q � � H E-4 P-4 cn � I-I Q Z� Qi LU F- F+'I F- W W 2 U) DOM. PROJECT N0:14.003 INDEX TITLE: i SHEET NO: 37 OF 38 DATE: 12/01/14 a . :OM '' STEEL %=':'SEC" CAST, IRON - •'}+ -', A, SECTION . . .. �. . .' N0. IEO'D. N r -7 ^NOTES.',' tO. . �, T- L fit^ K " X fir' ' 10' -4" LONG .. t DEPTH .OF INLET M3 TO' BE t' HOWN �N PLAN FtXi DEPTH (#EATER THAN 10'USE .. r ,: '..STANDARD DI- 1A.'.. ....'..' :..'.'.': %'.':.' A _ '.. q B ". ' .. 8..: ' . -"�`� ` ... .,, 2.: 'THE owl DNIElLS10N 9HOwN ON THE:. . . STANDARDS AND SPECIFIED ON :THE'PLANS . . WILL BE MEASURED FROM THE INVERT OF r IL' t3OX) PSD. PRECAST CONCRETE.15 TO BE ..? ..CAST' t' GM•V:' .,ONE WELDED ... . TFE p11�T�AAL�,LL PUCE Tp THE TOP (F "H o N y iV - F IRON . I Sim ::JOINT _ . , Si�. PL AN : DIMENSIONS ARE -, .'. APPROXIMATE -ONLY FOR ESTNATNO . ev Oak ± t :': WELD ALL " .': 43.8 LBS CONNECTORS SHALL DE TEAiAYED BY 'THE . .... ;. ` CX� AND TFE ACTUAL DMMENHSIOMHS . _ _ BRACE f+le5 . alias I ., .. . TO COLLAR . DR FROM HELD CONOITIONIS. . ,.' . . .'. .' R t. IN O NCLIDING 3.. WHEN 8PECIFED ON'TRE'PL/WS'THE ,' : .. 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS . INVERT S TO BE SHAPED IN ACCORDANCE.. YATN STMDARO 15-11 THE COST OF TO BE SHAPED N ACCORDA1NCE WITH STANDARD ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DUENSIOt1S SHAT. 1. .' . FIRNSFRRG AND PLACING ALL MATERIALS ' . MiCaEliTAL TD TIE SHAIPING 1S TO eE .. r -7" iv . . N T: BD PRICE. FOR THE ' - . ..'., '. .' .. 4, ' .. :ik, X '�tN Jf W. .. ..... .. . . " . ". . (i: X 4 5 .. .. . .. .. . I. . .LUGS .. ,, 9 .. STUD SHEAR . .4.. N THE EVENT.'TtE INVERT OF THE . '''.. PLAN .'. ' .' CGRATE REI%DYE03 :. .''. ::' . i tMfEGTORS ' .'' : oUTFxL ppE IS pR `' BOTTOM OF THE 3 Rl1GTt TNEWINVER"[ ...' CONDITIONS. SEE DETAL A PREVENT STANDING OR PONONG OF WATER STRUCTURE WITHtFil ARTOl Pit�lEllT .: li� �. : IN THE STRUCTURE. THE COST OF FURNISHING SECTION BBB ,. STMDNO f7R pp►��0 OF .WATER IN . . STRUCTURE.THE . COST OF ROMI. ' .... - , " 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO M COLLAR DETAIL 119 1�1 RAW . AGO. PLACM ALT. MATERIALS INCIDENTAL: ; TO INLET SHAPING is TOI JE NawED ' ',...' '. ;'.' PER FOOT THE AMOUNT AgMyOUNT OF IRO N THE BID PRICE FOR STRUCTURE. fl DIMENSIONS FHXt ' . DUMP ND'wA5TE DRANLS'TO WATERN1AYS d. STEP$ APE: TO BE1t'00VIDED WHEN H IS ; 'VCR CNREAYER. FOR OETMLS SEE CAST RON STANDARD STA w STANDARD . ST -t . , ... DETAIL' B a THIS MTEMI 1WY'BE PRECASt OR CAST- . TO M KEYED. ALL SPLICES IN BARS V TO BE A 1WYIIMI OF 40 DIAMETERS f20"t. ....:, 0 TTMIO�CCXiEiE OVERT ... IN-PLACE. ..:.: . . DETAIL' A '' .: 4,�,,,. " I I. HARDWARE 1''3" r-e" SEE DETAI I. I 7..; #4 X &t1!SNOOTH` DOWELS 'AT APPROXIMAiTELY 12" C-C TO BE: . �+--- 2' 7N " CLOTH '4" OEM ADCR - : rte•• ■- PLACED N ALL AREAS ADJACENT 4Aggpp��'7T�jj �E : SET & WT.NW1)�� TD �SREVENT I - ♦ •8� 8 O0�OO��oo��o� A 2 "X4" NOTCH MAY BE PROVIDED �1 ., ... T SEE STANDARD' T- 01-3.4 FOR ' ' ALTERNATE S $1k !AN F D, COLLAR 3" DIAMETER SEE NOTE 6. .. fl��flgfl�flfl IRD 6.'' 3" DIA►IE,TE:R WEEP H 0 12"XW' 'IWMLESHI81 1I If �' THE STRUCTURE THE INVERT OF THE STRUCTURE SHAM SHA�P�ED DINETERD ST %M WO 003" NULD R 4 MESH 91 s z . 12'!- 18 " -18" OR, 4" N - J O50flooflaflOO HARDWARE a ANCHORED t'RLIY .. TO THE DIUTSDE OF_ THE 'STRUCTLW- n ! - ' • . w : . AI �' • SEE SHEET 104.03 HnIn11 u ri � � B. ; CAST N PALACE CONCRETE IS TD, l3E CLASS 'AS R3UDO Pte. PRECAST . . 17, FOR NUMBER OF BARS A-F REOUIRED AND LENGTHS :' CONCRETE L4 TO BE .40Q0 F51.. SECTION A-A f/ " „QB J : . W. MY ALTERNATE METHODS OF ANCHORAGE . MMTMRI THIE APPROVAL OF THE ENGINEER - } SEE CONCRETE QUANTITIES' FOR M.N. DEPTH ° .. B " . LUG AS HEREON, THE CAST NON . n Y0.' RETE PPE - 440 CU IONIC 6" "�. PURE ± t] 528 CU. YD. APPROXIMATE WEIGHT 71/ ( 4., GRATE 363 1 18 LBS . RAl A Y DUMP NO 1WASTE D NS TO WATERWAY LETTERING 15 REQUIRED ON ALL DI -1 ' 8'� PPE • 7..620 Cu, YD. - 3. WHEN SPECEIED ON THE PLANS THE INVERT LR . GRATES LtdCA1ION OF LETTEitING MAY 2+ ATE PIPE - i e 7 Cu, YD. SECTION C C SECTION . 0 -D vARr . eY. tMAIIFACtIIRER ADDtT0i0N FOOTt DEPTH. . GRATE. DETAIL .. . Zv°°r . 115 -t THE COST OF F1RM51[RG AND PLACING ALL STANDARD DROP : INLET ! SPEC .'. Z33 . ROAD AND BRIDGE STANDARDS . r . 11 :_ 11' r DEPTH: ( ) - 10 .... .. 12 24 . PIPE r. MAAXIMUM D PTH H SHEET 1 1 R6YI8MON DATE .OF INCLUDED N THE BID PRICE FOR. THE STRUCTURE. 14. iP OPTKXRAL CWdLL RUCTION JOINT L5 USED R is . . .. . :VRdIiA,IDEPARTIENT �OF TRANSPORTATION ..:. .. 302 .. .. . . 104.01 DFU 29.20. (I EX�ISTTMxl ORRP E 5 :_ . 1+ ALY Lz� ; "iczt/fhCt /M" E ALK. 1 '8' LO EXPANSION JOINT' BACK f1F 'SIDEWALK EtDIANDOIt' JOINT 1-1 GAMY. MIC8X12 -111 ' I . 1 A BARS A-12 C - BURS A-1 5" C-c L' . 0 1W',C -C D D .. +�: - .. " MW j . TYPICAL 7 Fare* -"n BARS G .. .. . . •' w N i F,>CE ,OFF CURB e 8 C-C 112" OW BARS A r CONTROL 9 10" C -C..'' ��,,, -E' 11 X-0- , z' -11" a �a tc : :SECTION B -8 . . COLLAR : . . . iD' F PLAN .VIEW.. MAX. 1O' -4" r�o" �s• A : .. BARS A .. L : %"X11 /4•SL R1P� OC . L- VAtfASLE -MIAX. 20' I . CALM.'.'. ,fin 6• „ - . . X _ . . Salt Gx v. LiCBxiz . .. I'+ • ^ • 3111501 - GALVAIZED MC 6 X 112 .' i ° - 4 • ' BATS E WA SECTION . D -0 1 L o a" C-C LD� _: T i 1 .lu 3 DIA METER B 0' Q bg G 1 . 1MEEP ROUE Its E >'t WELD ALL .'. N SEE NOTE 8 X SHEAR .. CONNECTOR . ,SECTION. . C -C SE „ . T4 tX1LLAR FRONT ELEVATION AWO NLEr is usm .,..' SECTION, E -E : . ' WTM MEDIANS. I *2A W29 r WARPED GUTTER . '-_ L� .., APPRO . I__, i i A-1 At;Fi GUTTiTR . C-C rr .t I Tr. . i I I .: J ' ". I. (_ _ tt _ ; I t r4 r EEPH OLE S• X 1 'W GAL "X "XV4`1 I t i � . * a" A-1 SEE'NOTE B,'. BEM TES 1 1 P .1 :. 0 - I A. ... I. s, A a. .:1 .21 BARS a C-C �•'j• -- - SURFACE .. 11 . * '%4. BARS B N FOR USE ON CRIES 1 , . I N 11 " CI ,a 4 CONNL ' . .. . c / IBARs ANQx, 6 c -c I -c ' ' ..:TYPE -WARPED TYPE B.. . .rs� .. SURFACE':,: 1. r - ,STEPS .. . NOSE DETAILS. t R 0 : I n nW ,_ . N SEE NOTE 5 TYPE A NOSE DETAIL - SHILL' BE USED WITH CO -7 STAOARD. I _ _ 1 y' -~' ' -7" TYPE a NOSE DETAIL SWILL . K USED NTH CG-6 STAIDAAD> I. . FOR USE N SACS SECTION A- ALYMILE7? PLATE FOR TYPE A TO BE �R ON AN ANGLE ' OF 68"30' AND IS TO BO , AVNCHORED WITH .I/ :"X4" STUD BOTH SIDES TO BE SYMMETRICAL . FOR STEP DETAILS SEE STD-ST-11- PLATE SHEAR CONRECTORS'WELI TO BENT AT r C-C ' . . SPECIFICATI N ��. STANDARD :CURB DROP INLET :: , . REFERENCE ROAD AND BRIDGE STM0ARD5 sEEi . i OF z REVISION DATE . 121, - 2411 PIPET MAXIMUM DEPTH (H) 9' 233 104.03 VIRGINIA DEPART ENT OF TRANSPORTATION . . . 302 d -:;; 3819.3CC SECTION A -A NOTE 19 1 N12" C-C . _..... -. 17 . - .. - -_..- -- SECTION THROUGH ELEVATION ROAD AND STANDARDS SHEET 1 OF 1 I REVISION DATE 104.11 NOTES t DEPTH OF INLET OD TO BE SHOWN ON PLANS. 9. ALL REINFORCING Sn -TEEL SHALL HAVE A MN. MMMUM pIpry� OH1TO gE 8'-0 ". MAXIMUM DEPTH TO BE 10' -0'. FOR INLETS LESS THAN N0. IEO'D. COYER OF 2". rr USE STANDARD d-3A, 319.30 tO. ALL REMFORCMiG STEED TO BE CUT CLEAR of tE1MG1H 4XCFh1) OPENRRGS BY X. 2. TFE "H" oiENSION SHOWN ON THE STANDARDS 3' -a w 3e AND SPECFlLD (IN 111E PLANS WILL BO it CAST-IN PLACE CONCRETE IS TO. BE CLASS A3 IEASURED FROM THE INVERT OF THE OUTFALL 1 t3OX) PSD. PRECAST CONCRETE.15 TO BE PIPE TO THE TOP OF THE STRUCTURE- r . . 4000 PM PLAN '4P' DIMENSIONS ARE APPROXIMATE ONLY ]MINIMUM DEPTH OR) TO BE 8'-0 "- MAOM M- OPENINGS OPEtRRiGS BY 2 ". FOR ESTMUATM PURPOSES AND THE ACTON 12. INM LENGTH OF SLOT rU L. N EVERY CASE. BE DIMt7IS0NIS SHALL BE OETEgIIlR BY THE : ..4k SHOWN ON PLANS. CONTRACTOR FROM FELD OONDRIONS, O)1 111E PLANS FROM THE INVERT OF THE OUTFALL PIPE TO THE 'TOP OF THE STRUCTURE. PLAN 'Ai" DIMENSIONS . R CAST -N- PLACE CONCRETE IS TO BE CLASS A3 M3000 PSD. PRECAST CONCRETE N TO BE 4000 PSL 13. WHEN INLET IS USED N 4' MEDIAN BACK OF 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS • INLET IS TO BE SHAPED TO CONFORM WITH TO BE SHAPED N ACCORDA1NCE WITH STANDARD ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DUENSIOt1S SHAT. PROPOSED CURB. OF FUR7 AND PLACING ALL - iv �S�p-Tt �TTHH/�LEgCOST �PZ E iOR STRLS)C1TLU ,t �5 TFO�PN1� JNBARS VT BE M1d 10E0 1R BE DETERMIED BY THE CONTRACTOR FROM FELD' A 1101 OF 40 - DIAIETERS (21r). 4. N THE EVENT THE INERT OF THE OUTFALL 2. THE "FH tXMI]H9ION SFHOIIN ON THE STANDARDS E_4 PIPE iS HIGHER THAN THE BOTTOM OF THE OF THE STRUCTURE 15. 2U! 3C� VIEW OF'NLEH` SEE STANDARD DI-3A. S�THE INVERT S'HAPED WiTH CEMENT MORTAR TO CONDITIONS. sa PREVENT STANDING OR PONONG OF WATER 15. 'OUA1,MTES SHOiYN ARE FOR MIFMUH INLETS IN THE STRUCTURE. THE COST OF FURNISHING OF EACH TYPE, FOR INLETS OF GREATER DEPTH AND PLACING ALL MATERIALS INCIDENTAL TO 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO M) OR LOLIOER SLOT tLa MICREtAENTS SHOWN THE SHAPED IS TO BE NCLUDED IN 71E BD U PER FOOT THE AMOUNT AgMyOUNT OF PRICE FOR THE STRUCTURE. r .. �My�IISTy�BO�ELMXX:. MMJST BE DEDUCTED TOOBTAN TRUE QUMRAITITES 5. STEPS ARE REMMED. FOR DETAILS SEE 44. IF OPTIONAL CONSTRUCTION JOINT IS USED R IS STANDARD STA w NUMBER �1 REQUIRED AND D S. THIS ITEM MAY BE PRECAST ' OR CAST-IN-PLACE. 4000 PSI. . LEENNGT S WE' SHEET 104 7: 04 X 8" 'SMOOTH DOWELS AT APPROXIMATELY ADJACENT C/1B TO M KEYED. ALL SPLICES IN BARS V TO BE A 1WYIIMI OF 40 DIAMETERS f20"t. FOR DESCRIPTION MID LOCATION' OF DIMENSION 0 TTMIO�CCXiEiE OVERT r- n' "'" L SEE SHEET 104.09, SETTLEMENT. IN LIEU OF DOWELS A r' X 4• PLAN '"' DIMENSIONS ARE APPROXIMATE ONLY 15• Y BE . SEE STANDARD NOTCH MA PROVIDED. T-DI-3, 4 FOR ALTERNATE DESIGN. 19. OR ALL DETAI S DIMENSIONS. AND FOR STEAL ABOVE THIS LINE SEE 8. 3" DIAVAETER WEEP HOLE TO BE LOCATED TO . ' ST 3A STANDARD DH 319 3C. ' DRAIN SUBBASE LLUTFIZIAL., WITH In -3 28.20. . 1QO2RR"X0�12�A"L�, PLASTIC TH 4" MESH gHARDWAtE MR 4 MMESSN UIII R OIAIMETER" E TO THE OUTSIDE CLOTH ANCHOR ,D FIRMLY OF THE STRUCTURE. PLAN 'VIEW THE STRUCTURE THE INVERT OF THE STRUCTURE SHAM SHA�P�ED 18. FOR DESCRIPTION AND LOCATION OF DIMENSION L SCHEDULE OF RIOR(IG STEEL BARS H BARS H BARS V N0. IEO'D. LENGTH NO. REQ)'D• LENGTH ND FIEtYD. tE1MG1H 4XCFh1) 3 -e w 4X IFH•U 3' -a w 3e . w APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET TYPE DIMENSION IL SEE NOTE 10 REINFORCING STEflL, CONCRETE 01- Ft Lbs. QLt, Yds< 3M " 452 3.14 388 LESS i)' USE STA{pN)ARODNDF21� 26 O�RA2C 10. 3.47 3CC 61-0 1 3.59 .. .. e 2CC . as "r ►- 0971155 mlE3EEmm!n,mm��mm� 9. ALL REINFORCING; STEEL SHALL HAVE A MIDI. COVER OF 2 Cu. Yds. 1111111111119Z11111111111 21 -2" • ' r EM09�M•NNEFF=I1111r1I= LESS i)' USE STA{pN)ARODNDF21� 26 O�RA2C 10. A g��ING STEEL TO. BE CUT CLEAR OF ALL moos�0 ' 6'-0" «m® 84 STANDARD CURB DROP INLET 1211 - 3011 PIPE: DEPTH (H) 8' TO 20' 1 VRGINIA DEPARTMENT OF TRANSPORTATION ,a i ., . i =� 01-20A 2819, 2CC . DIMENSION L SEE NOTE 0 REINFORCING Sim BARS H f 5 f B• C . t .:pEp•�}� OF NLE f OD TO BE SF1011AN ON MAXtMIUM DEPTH M) TO BE 20'. FOR DEW 9. ALL REINFORCING; STEEL SHALL HAVE A MIDI. COVER OF 2 Cu. Yds. ' 21 -2" • ' r 288 LESS i)' USE STA{pN)ARODNDF21� 26 O�RA2C 10. A g��ING STEEL TO. BE CUT CLEAR OF ALL 11 ' 6'-0" 685 84 0.16 r . . _ - ►T�"HAN TH B �IEAStJRED 2' ;r ]MINIMUM DEPTH OR) TO BE 8'-0 "- MAOM M- OPENINGS OPEtRRiGS BY 2 ". wi 0 TYPE A NOSE DETAIL SHALL BE USED WITH Z r : ..4k r CIS 3 MO CG-7 STANDARDS. TYPE H NOSE . iH CG- AND PETAL SHALL BE USED WI 2 O)1 111E PLANS FROM THE INVERT OF THE OUTFALL PIPE TO THE 'TOP OF THE STRUCTURE. PLAN 'Ai" DIMENSIONS . R CAST -N- PLACE CONCRETE IS TO BE CLASS A3 M3000 PSD. PRECAST CONCRETE N TO BE 4000 PSL i . GG•8 STANDARDS. ' _ • , : � ,. BARS H - .. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DUENSIOt1S SHAT. 1L LENGTH OF SLOT (L) WiLL. N EVERY CASE. BE - iv - ,t ' . BE DETERMIED BY THE CONTRACTOR FROM FELD' o ;1`a SHOWN ON PLANS. .' 2. THE "FH tXMI]H9ION SFHOIIN ON THE STANDARDS E_4 s° .- 1 r CONDITIONS. 13 TMIS srANDARD Is INTENDED FOR USE N CURB BARS Ji AND sPECFED ON THE PLANS wia BE 11• CAST -N PLACE CONCRETE S TO BE CLASS A3 - 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO TYPE A f TYPE 8 X4' STUN SHEAR AV GUTTER SITUATIONS ONLY. U MI5 f 12" C-C 16A'�ED FROM THE INVERT OF THE OUTFALL C3ow PSD. PRECAST CONCRETE !S TO BE r .. PLAN VIEW BE SHAPED IN ACCORDANCE WITH STANDARD IS -I. THE COST OF FURNISHING AND PLACING ALL 44. IF OPTIONAL CONSTRUCTION JOINT IS USED R IS Rona 2'C-C; w 2"3ri PPE TO THE TOP OF THE STRUCTURE.. 4000 PSI. . MATERIALS 0�RAL TO THE SHAPING IS TO BE INCLUDED N THE BD PRICE FOR THE STRUCTURE. W TO M KEYED. ALL SPLICES IN BARS V TO BE A 1WYIIMI OF 40 DIAMETERS f20"t. . . r- n' "'" PLAN '"' DIMENSIONS ARE APPROXIMATE ONLY 15• FOR PLAN VIEW OF MIST SEE STANDARD 01 ca v co Z C) . ' 4. N THE EVENT THE INVERT OF THE OUTFALL PPE In -3 28.20. . 12. LENGTH CF SLOT U WILL. N EVERY CASE, BE S HEIFER THAN !E THE STRUCTURE, PLAN 'VIEW THE STRUCTURE THE INVERT OF THE STRUCTURE SHAM SHA�P�ED 18. FOR DESCRIPTION AND LOCATION OF DIMENSION L . . MATH LIORT 0 PREVENT STA INOCOST PONDMRO OFTwATER sTfllCTlitE. TIE SEE SHEET 104.03 . OF ftl VG MID PlACNO'ALL MATERIALS '' 17, FOR NUMBER OF BARS A-F REOUIRED AND LENGTHS M Z 3: INCIDENTAL TO THE SHAPING IS TO BE INCLUDED . SEE SHEET 104.04, g 13. F INLET 'S CONSTRUCTED N MEDIAN CURB OR . . N THE � PRICE FOR THE STRUCTURE•', 8 .'. 4; ew ew 3. WHEN SPECEIED ON THE PLANS THE INVERT LR WITH INTEGRAL CURB. GUTTER IS TO BE '. 5. STEPS ARE TO BE PROVED. FOR DETAILS SEE' . HpwN ARE FOR MINIMUM INLETS OF SFOR My ETg OF GREATER DEPTHS . 115 -t THE COST OF F1RM51[RG AND PLACING ALL 4A4 48, 4C). ! a;„ ARE CLOTH . . STANDARD ST -1- OH) OR LONGER SLOTS tU MMO SHOWN FOOT BE ADDED. THE AMOUNT OF INCLUDED N THE BID PRICE FOR. THE STRUCTURE. 14. iP OPTKXRAL CWdLL RUCTION JOINT L5 USED R is f ~ H . SUBBASE 8. THIS REM MAY BE PRECAST OR CAST- IN-PLACE. 4. N THE EVENT INVERT OF THE DUVALL PER YUST .THE CgTED TgT BY -PpES MUST 0 QLJMlT1TES I . 11 .THE PIPE iS HIGHER THAN THE BOTTOM OF THE _ _ - '::. - - STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE SCRAPED WITH CEMENT MORTAR TO X1. FOR PLAN YEW OF INLET SEE STANDARD w4A. 4% 4C,'' 7. 04 X VIgSMOOOL/THH DOWELS AT APPROXIMATELY- Yt" ''TTINO 10. @E D FOR DETN S AND DIMENSIONS OF CURB SLOT BEAM. �� . 18. OUAiTTTES SHOWN ARE FOR MINIMUM NLET5 OF 'C° ^"' ° CO/TEOA� SE�� .. A X 4" NOTCH WY BE COLLAR AND ORATE DROPPED. GUTTER LINE. AMID • "'' 4' . � . . . . N LIEU OF DOWELS 2" PROVIDED. SEE STANDARD T-DI-3, 4 FOR . REINFORCING MD NDIAM 0_2 STEEL NOT DETAILED SEE STANDARb pl -2A '- "41lUMASE THE SHAPING B TO INCLUDED IN THE BID . 11110 OR LONGER SLOT CU INCREMENTS SHOWN . ' ALTERNATE DESIONL PRICE FOR THE . STRUCTURE. PER FOOT MUST !M ADDED. THE AMOUNT OF CONCRETE AND STEEL ' . 1. . 11 S. '3" DIAMETER WEEP HOLE IS TO BE LOCATED TO ' 5. STEPS ARE TO BE PROVIDED- DETAILS SEE .: . . O t. g ORAN SlU38ASE MATERIAL WEEP ry WRH 12" . NIDTE If, . X't2" PLASTIC HARDWARE CLOTH "MESH OR OALYANIZEDD STEEL WIFE. W►li1lUM DIAMETER 0A3" NUBER 4 MESA IRE CLOTH .. ►ANCFIHMLY TO THE OUTSIDE OF THE . BARS V • ... _ ► I . L/ a r N BARS ri "acct -c /' uo SECTION THROUGH ELEVATION APPROMATE DUMMIES FOR MINIMUM WOO" INLET TYPE DIMENSION L SEE NOTE 0 REINFORCING Sim CONCRETE - d- Lin. Ft L11I Cu. Yds. 2M 21 -2" 809 L77 288 4'-0" 647 3L06 2CC ' 6'-0" 685 84 INCREMENTS TO BE ADDED ' FOR EACH ADOMONAL FEET Of DEPTH iH) AND OR SLOT LENIOTH (L) H I L CONCRETE I STEEL I CONCRETE STEEL Cu. Yds. Lbs, a. Yds. Lbs. 0.118 84 - - 0.28 1 64 0.16 n cue 84 0.16 n SCHEDULE OF REWOMM STEEL . SEE NOTE n BARS IN BARS FNi BARS V No REO'D. LENGTH NO tEQ'D LENGTH NIO IREtYD. LENGTH /.5Ht1}+8 ' 3 - -2" 1.5H+10+8 3' -3" 36 H- C1-4 ") �VDOfT STANDARD CURB DROP INLET REFEIiQtCE ROAD P)D BRIDGE STANDARDS . SHEET' 1 OF REVN31CI11 DATE 12" - 24" PIPE= DEPTH tH} - 9' TO 20' 233 iD4.0 S VIRGINIA OEPARTAENT OF TRANSPORTATION 302 1. 1 AVIAN. f . ° ■ 1 . ,M t WN 'w;i �(Prrwr•rrw rrrrwrrrrrrw rwrwrww r r. rrrrrrrrrrrrrrrrrrrrrrrrrrrr■ Ii�i��HINr ■[IHINrNrHI�r ■ ■�r�M�i�rN! N� ��.. = 'w-== '"�"= :�,�a�==== 2= '•-'22 =22221 �y ... iris tt� dot p 1i' ' 11 ( \-BAR F l.. BAR A / NOTE 5y� N III D GUTTER fACE OF CURB -/ 8' g^ k � CR GK CONTROL JOINT CRACK CONTROL ,JOINT °" SECTION A -A 61 MIN, . . PLAN. . . . A" 10 ' -MAX. KEYED CON57. JOINT I L-VARIABLE - MAX. 20' i C Y'ARPEO i; M ii GUTTER rr iv ! B 7c BARS A GUTRORCH BARS S G .� - •• , t i BARS F HAR5 E Ly.B i+ do )ARSE 1E_ 1k3'" DIAMETER . BARS B 1,, WEEP HOLE 8" r -8" S" T ELEVATION VA ON i'. ELE BARS F -31-011- ._0„ . Q R M V D GUTTE RE 0 E ) /;' . I. .. . - . ' 5X' /4" SENT PLATE SECTION B -B . L 8'. i TYPE R NOSE DETAIL SHALL:BE USED WITH CG-3 & CG ?STANDARDS, t/� R. " t;., L2Iz "x11 % 'x1 /4" 1. . _ GA1.vANIz_D TYPE B NOSE DETAIL SHALL BE USED W1. 7H CG-2 & CG -6 STANDARDS. TYPE A 1 I TYPE B /2" X 4" STUDI SHEAR CONNECTOR WELDED GALVANIZEb PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68•,30', TO ANGLE,IROMI'AT 2'C C. CONNECTORS AND 1S TO BE ANCHORED WITH %2" X 4" STUD 'SHEAR NOSE 'DETAILS WELDED TO- BENT PLATE AT T C-C, 2" PR. PAVEMENT AP WAR PAVEMENT Cl1�3A ' L . of ,3a L DI -3C L W D " x. + x I LOW' FLOW I �L�Y+ r O" I j 1 DETAtUL WHEN USED . FOR USE oN GRADES ADJAICENT TO CURB FGR usE IN SAGS T GUTTER . BOTH SIDES TO BE SYMMETRICAL WITHIOU tVDOT STANDARD CURE DROP .INLET SREFERE CE REFERENCE ROAD AND BRIDGE STANDARDS' . 11 siET. a OF 2. REVISION' DATE. 12 " 30" PIPE ,MAXIMUM DEPTH (H) 8' 233 '08ft0 VIRGINIA DEPARTMENT' OF TRANSPORTATION 302 104,09 .. . DI -4AAa 4e8.4CC . 8AR3 J NOTES DIMENSION L SEE NOTE 18 REMFORCINO' STEEL /� /� 01- LN. FT. 11 - 4M W -0" 84 5. 488 1. DEPTH OF NL.ET IM TO BE SHOWN ON PLANS. 0. ALL REMFOR= STEEL SHALL HAVE A MN. 886 4CC 8'-0" 014 11 w DE T NT A7 AT 2'-O" C-C . . WEL 0 O HE PL E BARS C ]MINIMUM DEPTH OR) TO BE 8'-0 "- MAOM M- COVER OF 2 ". wi 0 TYPE A NOSE DETAIL SHALL BE USED WITH Z .� E Ir F CIS 3 MO CG-7 STANDARDS. TYPE H NOSE . iH CG- AND PETAL SHALL BE USED WI 2 BARS D DEPTH TO IE 20' -O ". FOR IN ETS LESS THAN V USE STANDARD DI-4A. 40. AND 4C. 10. ALL F43WORCM:Ki STEEL TO BE CUT. CLEAR OF i . GG•8 STANDARDS. I " BARS F : g� g�6� H"'t""'i""'i BARS H - .. $ "k /4" L 2' /2'X2t/t••X' / ;' O IN-"--I ALL OPENMLGS BY 2 ". . ' - -- -- IF E - -- -- W Q o ;1`a 2. THE "FH tXMI]H9ION SFHOIIN ON THE STANDARDS E_4 s° .- 1 Y :. _! '1 �' R ';r" BARS Ji AND sPECFED ON THE PLANS wia BE 11• CAST -N PLACE CONCRETE S TO BE CLASS A3 '201- JOINT GUTTER CRACK CONTROL JOINT TYPE A f TYPE 8 X4' STUN SHEAR U MI5 f 12" C-C 16A'�ED FROM THE INVERT OF THE OUTFALL C3ow PSD. PRECAST CONCRETE !S TO BE NOSE DETAILS WELDED TO ANGLE PLAN VIEW z ' . Rona 2'C-C; t- �� PPE TO THE TOP OF THE STRUCTURE.. 4000 PSI. . . W . . - I- PLAN '"' DIMENSIONS ARE APPROXIMATE ONLY F- ca v co Z C) . ' In -3 FOR ESTIMATING PURPOSES MID THE ACTUAL 12. LENGTH CF SLOT U WILL. N EVERY CASE, BE V) DIMENSIONS SHALL BE OETERADED BY THE SHHOWN ON PL/MLS. W f24 a CONTRACTOR FROM FEND CONDiiIONS. M Z 3: 13. F INLET 'S CONSTRUCTED N MEDIAN CURB OR . In 8 .'. 4; ew ew 3. WHEN SPECEIED ON THE PLANS THE INVERT LR WITH INTEGRAL CURB. GUTTER IS TO BE '. . TO BE SFNAPED N ACCORDANCE WITH STANDARD OMITTED ISEE DETAIL WITH STANDARD OF . 115 -t THE COST OF F1RM51[RG AND PLACING ALL 4A4 48, 4C). a;„ MATERIALS INCIDENTAL TO THE SFHAPMNG B TO BE INCLUDED N THE BID PRICE FOR. THE STRUCTURE. 14. iP OPTKXRAL CWdLL RUCTION JOINT L5 USED R is SECTION A-A TO BE KEYED. ALT• SPLICES N BARS V .TO BE . . 4. N THE EVENT INVERT OF THE DUVALL A MINIMUM OF 40 IDIAMETERS C U" ). I . 11 .THE PIPE iS HIGHER THAN THE BOTTOM OF THE SEE NOTE 1. .: STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE SCRAPED WITH CEMENT MORTAR TO X1. FOR PLAN YEW OF INLET SEE STANDARD w4A. 4% 4C,'' .. �� PREVENT STNRDMKi OR PORING OF WATER N TIE STRUCTURE THE COST OF FURNISHING 18. OUAiTTTES SHOWN ARE FOR MINIMUM NLET5 OF W • "'' 4' AND PLACING ALL MATEItIA 8 NCDENTAL TO EACH TYPE. FOR INLETS OF GREATER DEPTH °z . . '- "41lUMASE THE SHAPING B TO INCLUDED IN THE BID . 11110 OR LONGER SLOT CU INCREMENTS SHOWN ' PRICE FOR THE . STRUCTURE. PER FOOT MUST !M ADDED. THE AMOUNT OF CONCRETE AND STEEL . 1. . co HARDWARE CLOTH 5. STEPS ARE TO BE PROVIDED- DETAILS SEE .: DISPLACED BY PIPES MUST BE DEDUCTED TO . O STANDARD 1R -1. OBTAIN TRINE OUIViiTTlt3 O C ;" DIN1FlER O WEEP HOLE. 6. THIS ITEM MAY BE PRECAST OR CAST- WPLACE• 17. FOR NUMBER OF BARS A-H REQUIRED AND _ • SEE NOTE 8. 7, •4 X 6" SMOOTH DOWELS AT APPROXIMATELY N ALL AREAS AGMCCINNT LENGTH SEE TAME OF QUANTITIES FOR STANDARD OF4A, 419, 4C. 12" C-C TO BE PLACED TO I19UTTNG CONCRETE TO PREVENT" C l 19. FOR DESCRIIPTWN AND LOCATION OF DIEMON SETTLEMENT. OF 'DOWELS A 2 X 4" L SEE SHEET STANDARD DI -4A, 46.4C. . STEPS RE01). H LL! NOTtX1 WRY BE PftOYIOFD. SEE STANDARD . N%OT%. SEE NOTE 5. J co (] 4 FOR. ILTERIRATE DESIGN. 10. FOR ALL DEETALS, DIMENSIONS AND REINFORCING O O t 1--1 co �j " W tom. SEE STANDARD iN-4 ABOVE TH S A. O U U O U t V O U N 1 6 3^ DIAMETER WEER HOLE TO BE LOCATED TO 4BL NO 4C. CONST. 1 DRAM SU SM MATERIAL. WEEP HO WITH 12"X12" PLASTIC HARDWARE CLOTH ," MESH 20. PROVIDE SAFETY SLABS WHHRN SPECIFIED ON 1 OR GALVANIZED STEEL WIRE. WIRE THE PLANS. '�T BARS JL 5 DUYAETER 0.03" NUMBER 4 MESHH HARDWARE i • 6 C C CLOTH AiRCHORE�O FIRMLY TO THE OUTSIDE . i 4 FACE OF THE STRUCTURE- . ■ 112" C-C .. 1-W BAR d EARN CORNER .. ALTERNATE CORNER . 1-Ne BAR H. EACH OUCH ELEVATION : �r.cC•ryON ' THR E SECTION SCHEDULE OF REINFORCING STEEL SEE NOTE 17.' BARS J 9A1R8 in . BARS V N0. LENGTH N0. LENGTH tR0 LENGTH REQUIRED REQUiEO REQUIRED 4XQH +2) 5'-0" 4H46 e'-8" 80 H -P-4'r APPROXIMATE AT QUANTITIES FOR E Q 1 MINIMUM 8 DEPTH INLET TYPE DIMENSION L SEE NOTE 18 REMFORCINO' STEEL CONCRETE 01- LN. FT. IBS. CA. YOS. 4M W -0" 84 5. 488 6'-0" 856 886 4CC 8'-0" 014 397 i INCREM EATS TO BE ADDED F OR EACH A�DIaiT10 NAAI. FOOT OF DEPTH {H) AND/OR SLOT . , H . L CONCRETE CU. YDS.. STEEL L&4. CONCRETE . Cu. YOS. STEEL IBS. 4 84 - - 0.479 . 84 0.22 23.5 0.479 84 0.22 23.8 LENGTH tU STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS ., SHEET 1 of T;;;= DATE 361.- 48" PIPE;. DEPTH (H) 8' TO 20' 233 . .104.17 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 77 ,97 am- W 11, Utility Space = 5 ft desirable - 3 ft mils 8 ft min w trees Plant Tine . - _ 3 ft min il- I 7 in. min. next to roll top curb I 4 in. min. elsewhere r • .s. a x a v , t a,, I S.° r !' R ,° a,* ^. '° » t SldD''8l ., 1 '` *+ v. a. I .1 ,,t t.. a ,w• q,» an n «e * , . «,Yx; n a,€,' . €'aYxar -mc. .>ae '- .�>»wxx, t,: z.«^' ;,,�,; ` <5• n ..s, "1 „7i . i3,f''...;..'C)i[tizlctia� S7ib6�I3LL X11 a. " zz, . , ; ,, ,,. ___ , e:; <- . 1 . * If the utility space is payed, construction shall be on compacted subgrade and the thickness shall match that of the sidewalk, however, the area �Vill not be considered part of the minimum vAdth required for sidewalk. If trees are planted in pared pedestrian areas, they shall he planted in tree wells that include a planting grate, approved by the resident` engineer. However, the width of sidewalk passing ti %.x the tree /ell shall be at least 3 feet in /idth- E • TYPICAL SIDEWALK DETAIL 1 L __....._.__. _ _._. ......... . ......_..--- ....-- ------- --..._ P34 NOT TO SCALE OF NU. ET FRAM �1�3: s . STANDARD IC-2. E__4 IiNNc,00 . GALVANIZED PL. ATE i0 BL E BENT ON AN ' . = Mimi o 'L ANGLE OF 68'3D'AdD S TO ANCHORED BARS G BACK OF SgEMIALK EXPANSION JOINT WITH 1112" X 4" STUD SHEAR CONNECTORS. o `t• `t 0 w DE T NT A7 AT 2'-O" C-C . . WEL 0 O HE PL E BARS C �'" U wi 0 TYPE A NOSE DETAIL SHALL BE USED WITH Z .� E Ir F CIS 3 MO CG-7 STANDARDS. TYPE H NOSE . iH CG- AND PETAL SHALL BE USED WI 2 BARS D 0 i . GG•8 STANDARDS. I " BARS F : g� g�6� H"'t""'i""'i BARS H - .. $ "k /4" L 2' /2'X2t/t••X' / ;' O IN-"--I a o Y 8ENT PLATE . tlb" GALVANIZED -- -- IF E - -- -- W Q o ;1`a E_4 s° .- • Y :. _! '1 �' R ';r" I ARS F BARS A FACE OF 1__I Q '201- JOINT GUTTER CRACK CONTROL JOINT TYPE A f TYPE 8 X4' STUN SHEAR U 3' 0" NOSE DETAILS WELDED TO ANGLE PLAN VIEW z 6 MIN, Rona 2'C-C; t- �� 10' MAX. 2.. I1-A L - VARIABLE '• MAX. 2- 08 ' WARPED PAVEMENT 2'-q'7;.-o, I BARS G 8' N-V, . . .;',,�. . I. j ___ -__ HARSE 2: t 0 BARS F `2" DETAIL WHEN USED 1 3" DIAMETER B KEY _ .ADJACENT TO 'CURS WEEP HOLE 1 Btt��ARS,, A WITHOUT GUTTER I BARS B Hya_ `�4 APPROACH CUTTER IIr..'� WARPED GUTTER _ x BARS G & H BARS A 2°' -I 9 T.' . KEYED CONSTE. JOINT BARS 0. ,2" MIN: 0 - &j:2:::- BARS F °a BARS E BARS G } „ FRONT ELEVATION 'VIEW 2° GUTTER ED GUTTER _ uMAac (GUTTER REMOVED) r : BARS F _ - . SECTION B-B STEPS. I cL0 TH d SEE NOTE 5. - I WEEP HOLE. 01 -4A L LX 4� Di-4C 1 SEE NOTE 8. T _--1 T L L x X *a W x is o F w o L FL OW 8' 4, -6" I� I L 10 FOR LSE ar GRADES 5' -W" BOTH sDES SO S SYMMETRICAL SECTION A -A ATI VDOI . J�� SPECIFiC ON RoAn MID`eRIDGE STANDARDS ST/`iIYDMitLJ CURB DROP INLET REFERENCE SHEEi 1 OF 2 IEVISWN DATE 36" - 48" .PIPE: MAXIMUM DEPTH (H) - 8' 233 10/09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.15 VDOT STANDARD DROP INLET DETAILS 2 S ..... ..... _.... .. ............................... _.....__.._..__.._...._............_.. ......._............_.......... P34 NO'F TO SCALE UlLOM�.AFU l�� 4111110 aftl%s) , it it'a Et' y`N "tlt f'A•. ' , Y , 1, LI, I- .4 P. ' .' M _1 I 11 The Highland Stone" retaining wall system combines earthen s- tones, rich textures, varied contours and all the advantages of t"t ; ; ^. °" - ,r' °_ry-�."•L '.ice the rear -lip locator, making it a reliable and easy -to- install , ,; T ..►"I "''" ), '¢V, alternative to natural stone walls. Use of the 6- inch -high ;r:r. y.y ., : ,,f , ',F -,° ?, r. Highland Stone units alone or mixed with the 3- inch -high blocks ' �' yt ' , '.'�Fu°�7` ' .`-'< _ �? creates stunning retaining walls. a,, F t �':? `'� -, t ', t ' A - • Available in two heights and three face lengths ?;y H� t.. gp;. .L, r., I : �`� ', - . •� °� 'P. I �. ° +2. -N high, r "3""�' : �. • Can be used for gravity walls up to 4 feet 6 Inches g s1' rs� 3 �1 1 p �. r , d. including buried course, but excluding the cap" t' . I g.t' .A -: • F o-'a� "/ ..; 11 k - . liiil - Original rear-lip locator Iii' , i p 0 r= '? . $ > : . M Ir �'.� t 1�' 1 y 1 II be built sin eos nthetic reinforcement or ' ,' ` .,i ;.:ark . ;,. A,. "' is .., .£ 8 • Taller walls using 9 Y l ,'?: Fr �. - l t, • s ,, • ku� t r a the Anchorpiex' "retaining wait system when designed by a r�g, 114:' h4 s.,; e, �^` _ t ; r+c� i #� rs „ .Atr. 4 v qualified engineers" rr ,K1v �' I 4` -110 - Minimum outside radius, measured on the top course to the z I a „tt, I , r y * i q. R "Y� ti. �r d` •� 3" f the units: A eat "` • 1 D front O a >e x . iAL4;..+ 7sd - >a e a A.• �• +°Gr,r, ��.' ,yae " . , d f M � ' i i measured on r th • Minimum inside radius acts o e base course to e �•, • 'v +. r s % r. ,• , '. , , ,a 'r' . ,` fit" .. e a, . front of the units: 8 feet" ; I ae, � . r "I'll , . ; ,� >I "�_ i 'Thfs height assumes cores me d7fed w"N, dralnage aggregate, levei backnll and clean, - h .0•et compacted sand orgravei and no surcharge Combine the Highland Stone' 6- and 3 -inch wall systems to etottstruet a ••May vary dep"'dMg on the mst"Ib"n pattern multiple - height wall with the easy -to -use Sequent'" panal installation pattern. p Ix .�P °.ic y - r, atdnaT0 570,1TT 90I i€t RVt?$ a :��. A %ram ^ .;It'- » INitititir^�w» .,. « .u.,, 4r' M'sx,. ..^ry W • p� � vt: ffw I �I ....... 4 TYPICAL GROUP MAILBOX .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ........... . ... . . I—— . ........ "..1.1 ...................... .... P34 NOT TO SCALE �.,.„,x .. Stretcher Units Large Medium Small Approximate Dimensions" 6" x 18" x 12" 6"x 12" x 12" 6" x G' x 12" Approximate Weight* , 3U ibs. s s. Coverage 0.75 s% ft. 050 sci L 025 sq. ft. .._ ....... ___.____.. ............ _____._..____-_._.._-__ _..__.____._......._.__.____.__ _.__...__..__.__ .__ Setback/System Batter 1r.k "110.6° P'i "/106° 1'., "1106° t' 4' 1i f','%, S'I'N Stretcher Units Large Medium Small Approximate Dimensions' 3" x 18" x 1111:" 3" x 12" x il'/ " 3' x 6" x 11S /z'' Approximate Weight" 41 lbs. 28 ibs. 14'los -- Coverage 0.38 sq ft. 0.25 sq ft. . 013 s q f. See anchorwall.com for Setback/System Batter "',':a ":106° °,'g "110.c° °'iiylU.6° _______..._.__..___......____..._..-__._._...._..._..._. __.__...__...._.._.__ ._.____.__....__._._._.._.___.. installation instructions. „, , ,f ;;a?'t;fi s.".'i r, k",�,,. •Product dimensions are height by face length by depth. 1,4 4. ' -' r Actual dimensions and weights may var • from these ^•'+�'' 1 'y apprwurnate valoe� clue to pan. tons in rnanuf3c:uring s? processes. Specifications may change without nonce. See a� ;i+3 s your Anchor representative for details, cab• options. block t•; ?' ' dimensions and additional information. Accessory Units XL "Cap Step 2017 Anchor wail Sy<tems, Inc. The H: Wand Stnne" walls stem is manufactured under license from An or Via:I system Approximate Dimensions* r: ' wont 3" x lfi" x 13" 6' x :6 x i2 e e os pp Systems, Inc. AIDS .The "Anchor A" and "Anchor Build K ( > 3" x, x 13" 6" x IS" x 1" m thin:• > 3aC , . X12 2 So c Bwunhl c s "Anchor lax ""H' ,Ind Stone" .r fro . P a31 ..______._.__.-______- ........ __..___.__.-.__-__-.-_.___. ................ .-.. .... _ ...... __ ............ - ...._._Y__._......_.. and "XL 'aretmdernarks of AWS.'rhe wall system blocks are Approximate Weight' 44 bS. 89 b5, covered by the.AWS kneed Warranty Fora complete copy, Coverage 1.25 Ain ft. visit your local sealer or see anchorwa:l.corn. �_.__-. _. r___ __---------_----- ----- '- '--- ..- _._._...-- - - -._. _ __....___- ____..__ __ -__-_ Anchor Wail Systems, Inc., $959 Baker Road, A &60£370 '123078,201,'124015 Su'te 390, Minnetonka, MN 55345 I':_. 3 PROPOSED RETAINING WALL PRODUCET INFO _....._._......_._.........__ ......... ......_.. _.._......_- ...1.1_.1.1 __ _1__..._...._......_ __...____.__ ... __ ....... ....._.....__. ......_...__....._..__ ..... _... '34A NOT TO SCALE / W ae y y i A� � �x UC/ MIC ERS ` . No. 33028 1 � �w �1 �ss19NAL ��G� �1�3: s 0) ,3 " E__4 IiNNc,00 I . = Mimi o 'L ,°'I"r-E A Icil. A mm� Ci � V o `t• `t 0 N@ . � �'" U ri... ■ 0) Z .� E Ir W 0 O J 0 : C13 / W ae y y i A� � �x UC/ MIC ERS ` . No. 33028 1 � �w �1 �ss19NAL ��G� INDEX TITLE: i \ I I J - I SHEET NO: 38 OF 38 -�o ` DATE: 12/01/14 93 y ✓ E__4 I LLl A Icil. Ci � V 1S� V ` Q Q Z I--4 >- W O J co C13 eN 5L O IN-"--I a C3 W Q 2 E_4 . Y 1 \ �.J 1__I Q W U z t- �� W U - I- 1�1 F- ca v co Z C) z ° In -3 DOM. PROJECT NO: 14.003 V) W f24 a M Z 3: In o I= U M 0 W °z '6 0 W co O O C O O .S i Go O Q'. LL! J co (] z O E I O O U �' 1--1 co �j " W W A O U U O U t V O U N U C-� O R INDEX TITLE: i \ I I J - I SHEET NO: 38 OF 38 -�o ` DATE: 12/01/14 93 y ✓ E__4 I LLl Ci � V V ` Q Q Z I--4 W O J co eN 5L INDEX TITLE: i \ I I J - I SHEET NO: 38 OF 38 -�o ` DATE: 12/01/14 p4 y ✓ E__4 I Ci � V V ` I--4 W O � co O IN-"--I a W Q 2 E_4 . U) 1 \ �.J 1__I Q U z t- �� W - I- 1�1 F- W W In -3 DOM. PROJECT NO: 14.003 INDEX TITLE: i \ I I J - I SHEET NO: 38 OF 38 -�o ` DATE: 12/01/14