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Home My WebLink AboutSDP201300025 Plan - Approved Final Site Plan and Comps. 2014-11-041:f ,6 Is I� FINAL SITE DEVELOPMENT PLAN FOR CASCADIA - BLOCKS 4 - 7 TM 62� P R EL 25 TM 78 P R EL 59 & 59 TM 78E9 RIVANNA ,,DISTRICT, L EM RLE COUNTY, VIRGINIA Gil ° ^Z 1� +,v;< L .i Ems` '�yi 'Y ^s '1T a`i: }",+•:_' ,_ , ,', 44 - S` - � M6t`S. =,.•. ,y �,n „„3f -' �`m�, eta +.., f: -tit s.�`a f' �, �>''% K`�' + � �. - 'f+tr u` .,..'tr,�.i•K� ppirla.'. C; � n ��s;.\ j: j` �j4` f tf+fas a' i;-!` ` _ . a ' -' •t `- ' .: �;ii3'�'W" y J•6''�"0, %9.i }sQq'Gtt'corw' �':' #-` ' i; ,v`i�`. I.Mtaliet nd• ", ,blsyr iasa42Q'12 Goo#Ic• E+1�L in�sArCt! County of Albemarle Conser`n atiou Plan Checklist -To be placed oil Landscape Plans (handbook, pp 111 -184 -111 -297 for complete specifications) 1, 'rho following Item% shat( be shown on the tan: Ur Trees to be saved; Q' Limit,, of clearing (outvide driphoe of trees to be saved), El Location anti type of protective Fencing, Q Grade changes requiring it= wells of walls, IY Proposed tteliching or tunneling beyond the limits of elating All trees to be saved shall be marked with pttitit or ribbon of it height clearly visible to equipment vpetatom, 13 No trading shalt begin until the tree marking has been inspected and approved by a County Inspector 3. Pre-Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Roulument Operalign and 5torade: 3-1 Leavy equipment, vehiculat traffic and scot age of construction mater tats including soil shall not be pet mated within the driphncs of trees to be saved, 5. Soil Erosion and S mormwater t) noon Devices: Such devices shall not advctsely affect trees lobe saved. 6, B€res: Q Pit es arc not permitted within 100 feet of the thipline, of trees to be saved, 7. Tonic Materials: Q Toxic materials shall not be stored within 100 feet of the dripime of trees to be saved. S. Protective Fencing- Trees to be retained within 40 feet of a ptoposed building or grading activity shall be protected by fencing Fencing shall be to place and sball be inspected and approval by a County Inspector prim to grading tit construction 9. Tree When the ground level must be raised within the drtplinc of a tree to be saved, a tree well sball be provided and a construction detail subiitted for approval 10, 't re_ ,,e �V z fls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided, and a construction detail submitted for approval, 11, Trenching and Tunneltn : © When trenching is required within the limits of clearing, it shall be done as fat away from the trunks of trees as pogsiblc Tunneling under a large tree-shall be considered as an alternative when it is anticipated that necessary trenching will destroy feedct toots. 12. Citalitia. Protective fencing shalt be tine last items removed during the final cleanup. 11 Damaged d Trees: 2 Damaged trees shall be treated immediately by pruning, fertilization or other method$ teconumended by a tree r,pecialist, NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY Tq CONFER WITH THE CONTRACTOR ON TREE CONSERVATION z; OWNER CONTRACT PURCHASER SIGNATURE (DATE) 5J2106 page 1 of 1 Curve Radius ITangent Length Delta Chord I Chord Bear. Cl 175.00 9.65 19.29 658 56 19.28 S 26'0123 W C2 35.00 33,50 5354 87'2912 48.40 S 20'5255 E 73 540.00 56.7 113.12 12'00 07 112.91 r N 70'37 51 W C4 I 35.00 29.63 49.18 80'3010 45.23 N 63'07 02 E C5 225.01 12.41 24.79 6'18 47 24.78 N 26'0124 E C6 1472.40 157.98 314.76 12`1454 314.16 N 13'34 20 E Course Bearing Distance L1 S 76'09 34 E 11,47 L2 N 82187:P9 E 18.27 L3 N 55'4711 E 24.40 L4 7 54'3417 E 51.77 L5 N 6353'10* E 24.62 L6 N 78'35'38* E 53.53 L7 S 88'54 21 E 14.91 L8 S 5453'41 E 54.57 L9 S 43'0813 E 141.55 L10 S 534227' E 102.87 1-11 1 S 17'4615 E 166.27 L12 IS 10'3018 W 81.51 L13 S 2634!07' E 85.75 L14 S 11'1150 E 193.39 L15 S 42'5815 E 44.97 L16 S 03'27'49' W 97.27 L17 S 3513'55- E 69.16 L18 S 201-W20 E 65.59 L19 IS 02'45 16 W 89.84 L20 IS 39'49 04 E 53.80 L21 S 3949'04* E 13.70 L22 S 259139 W 266.18 L23 N 64'58 21 W 192.44 L24 N 64W21 W 347.14 L25 S 497U31" W 113.71 L26 S 22'5158 W 53.92 L27 I N 22'5158 E 61.25 L28 I N 13'3243 E 64.09 L29 N 64'58 21 W 322.64 L30 N 401158 E 53.79 L31 N 38'2458 E 181.21 L32 N 07V910' E 108.09 1-33 N 141904 E 8x.36 Ua* if i+ ? 289'14'19 "E 194.32' MON FOUND awl' ti -0 �r TMP 78E -H x�� FONTANA LAND TRUST NEW PERMANENT DRAIN EASEMENT TMP 62 -25C TMP 62 -25C1 BROADUS MEMORIAL BAPTIST CHUPCH DB 1109 PG 353 DB 1078 PG 97 10' PRIVATE EASEMENT TO BROADUS CHURCH PROPERTY DB 3662 PG 444 NAIL SET IN-- -- WOOD BRIDGE CASON FARM RD 278'20'51 "c 123o,7) \� . TMP 62 -26 TOTp� � N l'\ CASON, WILLIAM DB 793 PG 106 , - -- i , i I L12 a TMP 62 -25 TMP 78 -59A v 20' SANITARY SEWER EAS MEN �'` ,S E T o DB 3662 PG 444 20' SANITARY SEWER EASEMENT DB 3662 PG 444 REDUS VA HOUSING LLC. I - "PARCEL TWO" TMP 78 -59 TMP 78 -59A TMP 62 -25 `'o! DB 4076 PC 573 NF 18" POPLAR - 55.266 ACRES (TOTAL) h TMP 78 -59 ^"^ -QB 2436 PG 623 918, JZ, 20' RWSA ESMT-/\\�� DB 859 PG 53 N6 DB 742 PG 195, 197 PLAT � TMP 78 -57A L2 C KMH PROPERTIES LLC DB 3222 PG 519 c4. REDUS VA HOUSING, LLC 9 39 S " 9 "PARCEL ONE" w' 2105,6 0 ' TMP 78E -H1 (TOT,14 DB 4076 PC 573 to \ �2¢ 5,506 ACRES vj TMP 78E -IFI , 2� f �� FONTANA LA1ND,' /'214 TRUST t w I%'Id7 p�fly� j `/4 =- -TNP 78E -C �! ;i >2� / >� ! ( tO FONTANA OWNERS TMP 78E -H ASSOlC1ATION, INC FONTANA LAND TRUST DB #896 PC 281 100' VIRGINIA ELECTIRC & POWER COMPANY EASEMENT ON P �4 > i /,?O DB 269 PG 284 SEE ALSO D8 867 PG 337 TMP 78 -57 PANTOPS - LAKERIDGE LL „h DB 2805 PG 70 MICH> F MYERS 1,€ . No 33028 �SSION��O� SP1 Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Road Sections & Code of Development Tables SP4 Existing Conditions SP5 Subdivision Overview SP5A Building Block / Phasing Plan SP6 Site Plan SP7 Site Plan SP8 Site Plan SP9 Site Plan SP10 Site Plan SP11 Site flan SP12 Site Plan 3P13 Road Plart - Delphi Drive )'P 14 Rocid Plan - Delphi Lone 3P15 Road Plan - Delphi Liune, SP 16 Road Plan -- Delpht Lurie $P I / Roc. d Plop - Delphi Lane, SP I3 Road Plan - Oval Park Lone SP 19 Road Plan - boulder Hill Lan(-, (-, SP20 Ro- id I"In n - Glissade Lone; 3P21 Roar.' Ply in - Flat Wo leis Lane zP22 Roo() Plarl -' Bac.i Walt f Alley (P ivate) SP23 Sanitary Sewer Profiles SP24 Sanitary Sewer Profiles SP25 Sanitary Sewer Profiles SP26 Storm Sewer Profiles SP27 Storm Sewer Profiles SP28 Storm Sewer Profiles ,j.SP29 Storm Sewer Profiles SP30 Storm Sewer Profiles and Details SP31 Storm Sewer Calculations - SP31 A - Storrn Sewer Calculations / Hydrant Flow Test SP31 B Sani#ar�'Sewer Calculations SP32 Storm Sewer Drainage Areas SP33 Storm Sewer Drainage Areas SP34 Landscape Plan Notes`and Details SP35 Landscape Plan SP36 Landscape Plan SP37 Landscape Plan SP38 Landscape Plan SP39 Landscape Plan SP40 Landscape Plan SP41 Landscape Plan SP42 Proffers / Sight Distance Profiles SP43 Details SP44 Details SP45 Details aMENi�+ENI r TY SERVIC ARCHITECTURAL REVIEW k IP �m �I8 n N N '0 =' 6 6r O S p In t d a u L �t -v V) z O co ;.,"/0 MIC L F. S 1c. No. 33028 7, �kPSJQNAL A A III U u u r+I tj 0 a O � W 1 H V 1 CO a w U w 2 V co m 0 W z 0 Cn W 0 in U z w J lJ.. w W ~ W DQM. PROJECT NO:12 INDEX TITLE: spi 1b (r/ I 1q SHEET NO: 1 OF 48 /6 3` /�� DATE: 04/20/13 1 = SITE DATA & GENERAL NOTES Lot Width ABBREVIATIONS Minimum Setbacks Side LEGEND Single Family 60+ 15 -30 5 10 Single Family < 60 GENERAL 3 10 EXIST PROP DESCRIPTION EXIST 10 PROP DESCRIPTION OWNER GENERAL CONSTRUCTION NOTES: 15 Mixed Use N/A 1 -15 4 15 Non - Residential NSA 1 -15 4 15 REDUS VA HOUSING, LLC. 1. Prior to any construction within any existing public right -of -way, including connection to ABAN ABANDON(ED) MAX MAXIMUM - - - -- - - - -- - 0 PROPERTY LINE x r, x 12 TC TOP OF CURB ELEVATION 170 SOUTH PANTOPS DRIVE any existing road, a permit shall be obtained from the Virginia Department of Block 7 7.63 25 65 8.2 0 1 0 8 UNITS X 2 PARKING SPACES = 16. ON STREET PARKING IS AVAILABLE ONE ONE SIDE OF THE STREET ON DELPHI LANE AND GUSSADE LANE. CHARLOTTESVILLE, VA 22903 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ADJ ADJUST MIN MINIMUM - - - - -- ADJACENT PROPERTY LINE x 125 BC BOTTOM OF CURB ELEVATION the permit. Where any discrepancies occur the requirements of the permit shall govern. AHD AHEAD MON MONUMENT CONCRETE DMLQRM 2. All materials and construction methods shall conform to current specifications and - - - - -- -- -- VACATED PROPERTY LINE X ^ r, - I x 12 FL FLOW LINE ELEVATION REDUS VA HOUSING, I.I.C. standards of VDOT unless otherwise noted. APRX APPROXIMATE NIC NOT IN CONTRACT 170 SOUTH PANTWS DRIVE 3. Erosion and siltation control measures shall be provided in accordance with the approved EASEMENT I ' _ x 12` EOP EDGE OF PAVEMENT ELEVATION erosion control plan and shall be installed prior to any clearing, grading or other BC BACK OF CURB NTS NOT TO SCALE CHARLOTTESVILLE, VA 22903 construction. -�- BUILDING SETBACK x , r,' x 12` SPOT ELEVATION 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BFE BASEMENT FLOOR ELEVATION OC ON CENTER LEGAL - BEFEREnE -& SOURCE OF MILL 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, - - _ - - -p -- BUILD TO LINE „ x 12` Tw TOP OF WALL ELEVATION DB 4076 -573 lesser slopes of 3:1 or better are to be achieved. BIT BITUMINOUS OH OVERHEAD 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the BK BACK PE POLYETHYLENE " ZONING LINE s .• 'D x 1tBW BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT RIVANNA County Engineer, VDOT, or designee, it is deemed necessary in order to stabilize a drainage channel. BM BENCHMARK PERF PERFORATED I� TEST PIT LOCATION /BORING LOCATION SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic LIMIT OF DISTURBANCE Control Devices. BS BOTTOM OF SLOPE PROP PROPOSED BENCHMARK %WRCE 9E TOPOGRAPHY, LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 7/13/12. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. FLOODPLAIN LIMIT 9. All excavation for underground pipe installation must comply with OSHA Standards for CB CATCH BASIN PRVD PROVIDED • IRON FOUND THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X the Construction Industry (29 CFR Part 1926). 10. All retaining walls are subject to separate permit approval. CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY ;ri >: az -- RMA BUFFER ZONE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO287D DATED FEBRUARY 4, 2005 11. Some lots may experience water pressures in excess of 80 psi. -__-_ RMA - RESOURCE MANAGEMENT AREA - - - Uo UNDERDRAIN �. CENTER LINE RCP REINFORCED CONCRETE PIPE RPA THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. RPA - RESOURCE PROTECTION AREA s �,= -��-_ DRAINAGE LINE GENERAL CONSTRUCTION NOTES FOR STREETS: CL CHAIN LINK REM REMOVE BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE "EX -1` ON SOUTH END OF SITE = 393.94 1. Construction inspection of all proposed public roads within the development will be made by VDOT and the CMP CORRUGATED METAL PIPE REQD REQUIRED - - - RD ROOF DRAIN County. The contractor must notify the Department of Community Development (296- EDGE OF GRAVEL WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY 5832) 48 hours in advance of the start of construction. CONC CONCRETE RET RETAIN _ EDGE OF PAVEMENT --- a s - SEWER LINE 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results CY CUBIC YARDS RT RIGHT ::. 1 cc -2 " STANDARD 6 CURB - To TRENCH DRAIN shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, C/C CENTER TO CENTER R/W RIGHT OF WAY cc WATER LINE THIS PROPERTY IS ZONED: NMD a revised pavement design shall be made by the design engineer and submitted with the test ,; -3 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 NSA 1 -15 4 15 Table E - Maximum Building Heights Blocks 1 & 3 Estimated Block Size (in Acres) 50 Feet Block 2 Max. Residential Dwelling Units 38 Feet Blocks 4 -7 Max Non - Residential Sq. Ft. 38 Feet PROPOSED BLOCK AREAS AND USE DENSITY 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 Sq Ft. Max Non - Residential 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 55 2,000 5,000 Block 5 223 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 1 0 PROPOSED BLOCK AREAS AND USE DENSITY Block Estimated Block Size (in Acres) Min /Max Square Footages and Densities by Use by Block Residential Residential Non - Residential Dwelling Units Density per Acre Sq Ft Block 4 1.74 0 0 2,400 Block 5 2.49 20 80 0 Block 6 18.59 61 3.3 0 Block 7 877 65 7.4 0 GROSS RESIDENTIAL DESUSITY. 4.00 UNIT /ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT AREA) PROPOSED ADT: 3989 VPD (PROJECTED) BLOCKS 1 -3 PROJECTED ADT = 2713 VPD (260 SFA UNITS X 7 VPD/UNIT + 20,000 SF SPECIALTY RETAIL a 44.7 VPD /1000 SF) BLOCKS 4-7 ADT = 1199 VPD (59 SFD UNITS X 10 VPD/UNIT + 87 SFA UNITS 0 7 VPD/UNIT) CURRENT USE, PROPOSED USE: TOWNHOUMES (59 UNITS) & SINGLE FAMILY DETACHED (87 UNITS) LAND SCHEDULE PRE - DEVELOPMENT (SF) % POST - DEVELOPMENT (SF) % LOTS 0 0 16.333 ACRES 26.8 PURIC R/W DEDICATED 0 0 0.538 ACRE 0.9 (STATE. ROUTE 20) PUBLIC R/W 0 0 6.997 ACRES 11.5 (INTERNAL) -� PRIVATE ALLEY R/W 0 0 0.256 ACRES 0.4 FUTURE DEVELOPMENT AREA 0 0 24.280 ACRES 40.0 NEIGHBORHOOD CENTER PARK 0 0 1.459 ACRES 2.4 OPEN SPACE 60.772 ACRES 100 10.909 ACRES 18.0 TOTAL 60.772 ACRES 100% 60.772 ACRES 100% WPERVIOUS AREAS: ROADS/PARKING AREAS: 4.230 ACRES CONCRETE WALKS: 1.387 ACRE PROPOSED BUILDINGS: 4.095 ACRES DRIVEWAYS. 0.820 ACRES a TOTAL IMPERVIOUS AREA. 10.532 ACRES PARKING TAB u ATIM FOR SINGLE FAMILY DETACHED: REQUIRED PARKING: 2 SPACES PER UNIT 87 UNITS X 2 SPACES PER UNIT = 174 SPACES 174 PARKING SPACES PROVIDED PARKING TABULATION FOR TGVMHOUSES: REQUIRED PARKING. 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 59 TOWNHOUSES X 2 SPACES + 58 TOWNHOUSES X (1 SPACE /4 UNITS) _ 133 PARKING SPACES REWIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 51 UNITS X 2 GARAGE SPACES = 102. ON STREET PARKING IS AVAILABLE ONE ONE SIDE OF THE STREET 8 UNITS X 2 PARKING SPACES = 16. ON STREET PARKING IS AVAILABLE ONE ONE SIDE OF THE STREET ON DELPHI LANE AND GUSSADE LANE. PARKING TABULATION FOR NID91803HOOD CENTER:_ REQUIRED PARKING: 5 SPACES PER CODE OF DEVELOPMENT 13 PARKING SPACES PROVIDED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. " `y y L MIC !XTA MYERS 3028 r"�� results f or approval. C&G CURB AND GUTTER R&D REMOVE AND DISPOSE 3. Surface drainage and pipe discharge must be retained within the public right -of -way or -4 "FP - FIRE PROTECTION LINE within easements prior to acceptance by the County. All drainage outfall easements are to DIA DIAMETER R &R REMOVE & RESET ; ' COMBINATION 6" CURB &GUTTER be extended to a boundary line or p natural watercourse. - Cc -7 2 "�W WATER SERVICE LINE 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments EL ELEVATION SD SIGHT DISTANCE COMBINATION 4" CURB &GUTTER - G - A will be field verified at the time of construction. Additional guardrail may be required at / GAS LINE m locations not shown when, in the opinion of the County Engineer, VDOT, or designee, it is deemed ELEV ELEVATION SQ SQUARE i/ �� FIRE LANE STRIPING o - OHIN OVERHEAD ELECTRIC WIRE Y necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge v of pavement to the face of guardrail, and roadway shoulder widths shall be increased to ES END SECTION STA STATION - w '4 .4K � UGE - BUILDING ENTRANCE - - UNDERGROUND ELECTRIC seven (7) feet. EW END WALL SW SIDEWALK 5. Where urban cross sections are installed, all residential driveway entrances shall conform LLD LOADING DOCK - - °HT - OVERHEAD TELEPHONE LINE i!] to VDOT CG -9(A, B or C). EX EXISTING SWEL SOLID WHITE EDGE LINE Z o 6. Where rural cross sections are installed, all residential driveway entrances shall conform to BOLLARD -- UGT UNDERGROUND TELEPHONE LINE �--i VDOT standard PE -1. EXIST EXISTING SWLL SOLID WHITE LANE LINE CIO 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as r ` nD DUMPSTER PAD -G ^TV CABLE TV pavement section detail, shall be strictly adhere m shown on the typical d to. FDN FOUNDATION TBA TO BE ABANDONED a Z 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED -T SIGN the final plat for this project expire prior to signing and recordation, then approval of these DRAIN INLET o plans shall be null and void. GTD GRADE TO DRAIN TC TOP OF CURB 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform - - -° -- - - '- ` .` STEEL GUARDRAIL 0 DRAIN MANHOLE � Traffic Control Devices and the Albemarle County Road Naming and Property Numbering IFIRON FOUND TS TOP OF SLOPE Ordinance and Manual. n WOOD GUARDRAIL i - E PLUG OR STUB 10. Traffic control or other regulatory signs or barricades shall be installed by the developer IS IRON SET TYP TYPICAL ca when, in the opinion of the County Engineer, VDOT, or designee, they are deemed necessary in ' FLARED END SECTION w° order to provide safe and convenient access. LA LANDSCAPE AREA UG UNDERGROUND PAS z 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as LOD LIMIT Of DISTURBANCE VESCHVA. E &S CONTROL HANDBOOK _- HEADWALL �., w determined by VDOT for public roads. TREE LINE 12. VDOT standard CD -1 or CD -2 cross - drains to be installed under the subbase LF LINEAR FEET YDS YARDS ' ' A 1 Cq material at all cut and fill transitions and grade sag points as shown on the road profiles. FENCE - © SEWER MANHOLE C' c C> 1-4 13. A video camera inspection is required for all storm sewers and culverts that are deemed Q ° inaccessible to VDOT or County inspections. The video inspection shall be conducted in LT LEFT _--- - -_ ^' 3 ° - - - � SEWER CLEANOUT CC) accordance with VDOT's video camera inspection procedure and with a VDOT or County UTILITY STONE WALL inspector present. - - - - - RETAINING WALL w ARV AIR RELEASE VALVE MH MANHOLE ® w WATER VALVE & BOX GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE - -- - - - - STREAM / POND / WATER COURSE En 8 FIRE HYDRANT ASSEMBLY Z z 1. The plan approving authority must be notified one week prior to the pre- construction �� o conference, one week prior to the commencement of land disturbing activity, and one week CO CLEANOUT RIM RIM ELEVATION - - - - - DETENTION BASIN ® WATER METER � ° p prior to the final inspection. U U U 2. All erosion and sediment control measures will be constructed and maintained according to CTV CABLE TELEVISION SAN SANITARY x - SILT FENCErr minimum standards and specifications of the Virginia Erosion and Sediment Control O WATER WELL a Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL 0 0 Regulations. - - -- 12 -- CONTOUR NJ ° cv GAS VALVE 3. All erosion and sediment control measures are to be placed prior to or as the first step in DIP DUCTILE IRON PIPE SD STORM clearin . - --- - ��:-: - -- oo INDEX CONTOUR ,,:� �, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at ELEC ELECTRIC SIR DRAINAGE STRUCTURE ° GAS METER LU all times. FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE n 5. Prior to commencing land disturbing activities in areas other than indicated on these plans ", A PARKING COUNT a 0 ELECTRIC MANHOLE I z (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a FM FORCE MAIN UP UTILITY POLE UJ supplementary erosion control plan to the owner for review and approval by the plan "� �' CROSSIWALK lm ..sY ® ELECTRIC METER `j' approving authority. F &C FRAME AND COVER WL WATER LINE 6. The contractor is responsible for installation of any additional erosion control measures ACCESSIBLE CURB RAMP necessary to prevent erosion and sedimentation as determined by the plan approving F&G FRAME AND GRATE WM WATER METER + LIGHT POLE authority. HANDICAP PARKING ® TELEPHONE MANHOLE � 7. All disturbed areas are to drain to approved sediment control measures at all times during GT GREASE TRAP WV WATER VALVE ' t' land disturbing activities and during site development until final stabilization is achieved. GV GATE VALVE 6 "V 6' VALVE VAN - ACCESSIBLE HANDICAP PARKING ; ; 8. During dewatering operations, water will be pumped into an approved filtering device. TRANSFORMER PAD 9. The contractor shall inspect all erosion control measures periodically and after each runoff x, -•- H p P Y HDPE HIGH DENSITY POLYETHYLENE � , ° CONCRETE PAVEMENT /SIDEWALK UTILITY POLE � producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of W Q the erosion control devices shall be made immediately. INV INVERT GUY POLE O RIPRAP W 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. NEW ASPHALT •�.�.■ MATCHLINE 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning GRASS Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of ARCHITECTURAL REVIEW BOARD NOTE EC -2 BLANKET MATTING NOTES: Albemarle. 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 0 C 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED I.__;l :21- the hours of 7:00am to 9:00 m. EC -3 WE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. � W 0 p 2. SITE GRADING SHALL MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral SHAPING THE TERRAIIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE support, or order to minimize any hazard to persons, physical damage to adjacent land and EXISTING TERRAIN. AINAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED APPEARANCE. EC -3 HYPE B 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 WEIIANID W E-4 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. CONTRACTORS COORDINATION RESPONSIBILITIES �-... 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. (VSMP), GENERAL CONSTRUCTION PERMIIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND H Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP �-�-� C/D Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 2. ANY 11ME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO N011FY THE HOLDER OF SAID NOTICE OF INTENT WITH THE DCR AND, PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH Alternatives are subject to approval by the County erosion control inspector. OR REFERENCED IN T1HE RECORDED EASEMENT, 12. CONTRACTOR SHALL COORDINATE VMTH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 0 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE STARr 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4 -6 OF ANY CONSTRUCTION. WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. inches of soil. Fertilizer shall be applied at 1000{bs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 1801bs /acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, I.. Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. ORDINANCES AND STATUTES. applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY = inspector. COMPLETED INCLUDING U11UTY POLES. COMPANY STANDARDS SPECIFICATIONS„ AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage UTILITY REPRESENTATIVES. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL iCOMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE when 50% of the wet storage volume is filled with sediment. All seeded areas are to be DOH. PROJECT N0:12.006 7. CONTRACTOR SHALL (NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: INDEX TITLE: which are collecting sediment to half their height must be cleaned and repaired AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 1. All dams and constructed filli to be within 95% of maximum dry density and 2% of optimum immediately. moisture content. All fill materiial to be approved by a geotechnical engineer. A 20. All temporary erosion and sediment control measures are to be removed within 30 days of 8. CONTRACTOR SHALL (COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. geotechnical engineer is to be present during construction of dams. final site stabilization, when measures are no longer needed, subject to approval by the 2. Pipe and riser joints are to be' watertight within stormwater management facilities. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, SP2 County erosion control inspector. ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH 3. For temporary sediment traps or basins which are to be converted to permanent stormwater 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL management facilities; conversion is not to take place until the site is stabilized, and approval. (Water Protection Ordinance section 17- 204G.) BE INCLUDED IN BASE BID. permission has been obtained from the County erosion control inspector, SHEET NO: 2 OF 48 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after 10. CONTRACTOR SHALL (CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND the date the {and disturbing activity commences. (Water Protection Ordinance section 17 -207B) SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. LIGHTING NOTE: 1. All outdoor lighting shall emlit less than 3,000 lumens. �� DATE: 04/20/13 \ _E C 0 C -� .ice .0 E c W 0 a " `y y L MIC !XTA MYERS 3028 r"�� results f or approval. C&G CURB AND GUTTER R&D REMOVE AND DISPOSE 3. Surface drainage and pipe discharge must be retained within the public right -of -way or -4 "FP - FIRE PROTECTION LINE within easements prior to acceptance by the County. All drainage outfall easements are to DIA DIAMETER R &R REMOVE & RESET ; ' COMBINATION 6" CURB &GUTTER be extended to a boundary line or p natural watercourse. - Cc -7 2 "�W WATER SERVICE LINE 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments EL ELEVATION SD SIGHT DISTANCE COMBINATION 4" CURB &GUTTER - G - A will be field verified at the time of construction. Additional guardrail may be required at / GAS LINE m locations not shown when, in the opinion of the County Engineer, VDOT, or designee, it is deemed ELEV ELEVATION SQ SQUARE i/ �� FIRE LANE STRIPING o - OHIN OVERHEAD ELECTRIC WIRE Y necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge v of pavement to the face of guardrail, and roadway shoulder widths shall be increased to ES END SECTION STA STATION - w '4 .4K � UGE - BUILDING ENTRANCE - - UNDERGROUND ELECTRIC seven (7) feet. EW END WALL SW SIDEWALK 5. Where urban cross sections are installed, all residential driveway entrances shall conform LLD LOADING DOCK - - °HT - OVERHEAD TELEPHONE LINE i!] to VDOT CG -9(A, B or C). EX EXISTING SWEL SOLID WHITE EDGE LINE Z o 6. Where rural cross sections are installed, all residential driveway entrances shall conform to BOLLARD -- UGT UNDERGROUND TELEPHONE LINE �--i VDOT standard PE -1. EXIST EXISTING SWLL SOLID WHITE LANE LINE CIO 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as r ` nD DUMPSTER PAD -G ^TV CABLE TV pavement section detail, shall be strictly adhere m shown on the typical d to. FDN FOUNDATION TBA TO BE ABANDONED a Z 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED -T SIGN the final plat for this project expire prior to signing and recordation, then approval of these DRAIN INLET o plans shall be null and void. GTD GRADE TO DRAIN TC TOP OF CURB 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform - - -° -- - - '- ` .` STEEL GUARDRAIL 0 DRAIN MANHOLE � Traffic Control Devices and the Albemarle County Road Naming and Property Numbering IFIRON FOUND TS TOP OF SLOPE Ordinance and Manual. n WOOD GUARDRAIL i - E PLUG OR STUB 10. Traffic control or other regulatory signs or barricades shall be installed by the developer IS IRON SET TYP TYPICAL ca when, in the opinion of the County Engineer, VDOT, or designee, they are deemed necessary in ' FLARED END SECTION w° order to provide safe and convenient access. LA LANDSCAPE AREA UG UNDERGROUND PAS z 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as LOD LIMIT Of DISTURBANCE VESCHVA. E &S CONTROL HANDBOOK _- HEADWALL �., w determined by VDOT for public roads. TREE LINE 12. VDOT standard CD -1 or CD -2 cross - drains to be installed under the subbase LF LINEAR FEET YDS YARDS ' ' A 1 Cq material at all cut and fill transitions and grade sag points as shown on the road profiles. FENCE - © SEWER MANHOLE C' c C> 1-4 13. A video camera inspection is required for all storm sewers and culverts that are deemed Q ° inaccessible to VDOT or County inspections. The video inspection shall be conducted in LT LEFT _--- - -_ ^' 3 ° - - - � SEWER CLEANOUT CC) accordance with VDOT's video camera inspection procedure and with a VDOT or County UTILITY STONE WALL inspector present. - - - - - RETAINING WALL w ARV AIR RELEASE VALVE MH MANHOLE ® w WATER VALVE & BOX GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE - -- - - - - STREAM / POND / WATER COURSE En 8 FIRE HYDRANT ASSEMBLY Z z 1. The plan approving authority must be notified one week prior to the pre- construction �� o conference, one week prior to the commencement of land disturbing activity, and one week CO CLEANOUT RIM RIM ELEVATION - - - - - DETENTION BASIN ® WATER METER � ° p prior to the final inspection. U U U 2. All erosion and sediment control measures will be constructed and maintained according to CTV CABLE TELEVISION SAN SANITARY x - SILT FENCErr minimum standards and specifications of the Virginia Erosion and Sediment Control O WATER WELL a Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL 0 0 Regulations. - - -- 12 -- CONTOUR NJ ° cv GAS VALVE 3. All erosion and sediment control measures are to be placed prior to or as the first step in DIP DUCTILE IRON PIPE SD STORM clearin . - --- - ��:-: - -- oo INDEX CONTOUR ,,:� �, 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at ELEC ELECTRIC SIR DRAINAGE STRUCTURE ° GAS METER LU all times. FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE n 5. Prior to commencing land disturbing activities in areas other than indicated on these plans ", A PARKING COUNT a 0 ELECTRIC MANHOLE I z (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a FM FORCE MAIN UP UTILITY POLE UJ supplementary erosion control plan to the owner for review and approval by the plan "� �' CROSSIWALK lm ..sY ® ELECTRIC METER `j' approving authority. F &C FRAME AND COVER WL WATER LINE 6. The contractor is responsible for installation of any additional erosion control measures ACCESSIBLE CURB RAMP necessary to prevent erosion and sedimentation as determined by the plan approving F&G FRAME AND GRATE WM WATER METER + LIGHT POLE authority. HANDICAP PARKING ® TELEPHONE MANHOLE � 7. All disturbed areas are to drain to approved sediment control measures at all times during GT GREASE TRAP WV WATER VALVE ' t' land disturbing activities and during site development until final stabilization is achieved. GV GATE VALVE 6 "V 6' VALVE VAN - ACCESSIBLE HANDICAP PARKING ; ; 8. During dewatering operations, water will be pumped into an approved filtering device. TRANSFORMER PAD 9. The contractor shall inspect all erosion control measures periodically and after each runoff x, -•- H p P Y HDPE HIGH DENSITY POLYETHYLENE � , ° CONCRETE PAVEMENT /SIDEWALK UTILITY POLE � producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of W Q the erosion control devices shall be made immediately. INV INVERT GUY POLE O RIPRAP W 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. NEW ASPHALT •�.�.■ MATCHLINE 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning GRASS Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of ARCHITECTURAL REVIEW BOARD NOTE EC -2 BLANKET MATTING NOTES: Albemarle. 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 0 C 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED I.__;l :21- the hours of 7:00am to 9:00 m. EC -3 WE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. � W 0 p 2. SITE GRADING SHALL MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral SHAPING THE TERRAIIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE support, or order to minimize any hazard to persons, physical damage to adjacent land and EXISTING TERRAIN. AINAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED APPEARANCE. EC -3 HYPE B 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 WEIIANID W E-4 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. CONTRACTORS COORDINATION RESPONSIBILITIES �-... 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. (VSMP), GENERAL CONSTRUCTION PERMIIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND H Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP �-�-� C/D Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 2. ANY 11ME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO N011FY THE HOLDER OF SAID NOTICE OF INTENT WITH THE DCR AND, PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH Alternatives are subject to approval by the County erosion control inspector. OR REFERENCED IN T1HE RECORDED EASEMENT, 12. CONTRACTOR SHALL COORDINATE VMTH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 0 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE STARr 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4 -6 OF ANY CONSTRUCTION. WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. inches of soil. Fertilizer shall be applied at 1000{bs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 1801bs /acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, I.. Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. ORDINANCES AND STATUTES. applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY = inspector. COMPLETED INCLUDING U11UTY POLES. COMPANY STANDARDS SPECIFICATIONS„ AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage UTILITY REPRESENTATIVES. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL iCOMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE when 50% of the wet storage volume is filled with sediment. All seeded areas are to be DOH. PROJECT N0:12.006 7. CONTRACTOR SHALL (NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: INDEX TITLE: which are collecting sediment to half their height must be cleaned and repaired AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 1. All dams and constructed filli to be within 95% of maximum dry density and 2% of optimum immediately. moisture content. All fill materiial to be approved by a geotechnical engineer. A 20. All temporary erosion and sediment control measures are to be removed within 30 days of 8. CONTRACTOR SHALL (COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. geotechnical engineer is to be present during construction of dams. final site stabilization, when measures are no longer needed, subject to approval by the 2. Pipe and riser joints are to be' watertight within stormwater management facilities. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, SP2 County erosion control inspector. ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH 3. For temporary sediment traps or basins which are to be converted to permanent stormwater 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL management facilities; conversion is not to take place until the site is stabilized, and approval. (Water Protection Ordinance section 17- 204G.) BE INCLUDED IN BASE BID. permission has been obtained from the County erosion control inspector, SHEET NO: 2 OF 48 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after 10. CONTRACTOR SHALL (CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND the date the {and disturbing activity commences. (Water Protection Ordinance section 17 -207B) SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. LIGHTING NOTE: 1. All outdoor lighting shall emlit less than 3,000 lumens. �� DATE: 04/20/13 \ Table F Typical Mid -Block Street Sections in ILI - �.x,�.ya.,v ._.. w.rw.r nraa�wwwww.W �xFwwrauvr.:n .Kw�wr�w� x» .�w� r '~ �. -� fir #lllTiitlRari€"t''IiEj3�it't`. ;hi;li �`17t6+�"'t' }�sT �Ei{. 11 rnw a r :aa Y ,x! n 1s ? >:' }fr z I {` lflC 11avel Utr``.treF�t I "'ktv it :' tattrb Y cdl iV {� =.Additional, (U ':Planting _ - .w Design Sidetlalc ;�c:Ytic�n StlreetDesign Category Pro,leotedAI s�s�� =,'} � � ,� � � ` s It,4 l,, }1)es PaIkin', VVI�'ltt} { Vtil(Ith { 1-OIN5 Width C Amenity #wfa t; pc�C ' t {`!'I'{ arip� Ut/itltl� rata +xv aa�+�r a«ti+++w t $ ': • � sOq EO V },tt't ,Ci {? + Y` re' , ,1Uc "a t rtt,:l t'iirxclt i e�: S''t: t:rvr il4f' 3� rya Cascadia Drive -. I {) I �! 7t }(� I ,. -. "':' 1 ^' Vl�tt� Prohibited i vi7.. _ s -_ ��_�'__ �' _ i 1� s 03 i1, �s Delplat �..�tne (Cascadia Dr .1.)elplu Dr) i ', i= � 1�4z ;�at'ctllCtl� i 5 =T t) Way 3f� t1 G 1 fit - ., �3,. - .,1tr;• t o "lk 189,47u �. l ,. 4359 _ f . i ri �, ! = . 13 &Del 1ni 1)xive 011tit 1 i 1' _,� �__�_ <.. r _. -_ . .. , ,..,.... _ �. H. -_ { _ .r. ry t occasional Delphi Lane (Delphi Drive "t er•ir�acc: t .._ C t a ad t'k _. a� :,�. ..� t }I I iln)" ' err= ? t`' 30 -.3t� o s 6 s 5 -t' I Occasional 1 Sf �2 13 /t i3ri };,^;ity 4,769 1 I Lane) �...�. ,., , . W A•rr3eir }ty �f t;7,t::r- :.•,�s .r...,.._,.... ... 3,2$8 �..,., -.u. , ._ w m Delphi Lark ('1'exrac:e Laude Surx�rnif i... _.__.�_ _... .- .,....�.�..w..�,............. __.__ - �i � I iii Park Lane) 401 -!50(t Occasional i 3() } U h =: 5 I 56 Knott Pat k 8,711 Allee Dr., Knoll Ln., Meadow F 2,214 "c l,n , Sutnrit t ll, It - O Terrace Ln, try Ott 28 5� i Summit 'u t S C i I ` �11. village, C rjew r Park Circle, & Hill Ln € ' `• .�C .. - -.s. cadia , k ,•--- �. -'...• 15,E 72 ___ ___ . _ ._.._ ._� _.. _._- ,..,�.�. ,. __._ _w w...__ ' ,._ _ ,.__._,__ ' � �1 w Q,5 _a _ .�. { ;� ti�, 1 51-54 . -- 1 Oval ark Ln & Slxort St, tc 0 2 26- ; O �' a+ Pocket r k -- _.1) r . , ....... - �?...8 . . Village Drive l 1}� Io ' 0 ? tr 1 l way ! 17e�narcatcd � >? � 05 :� ti 5 1 j 48 k 3,(24 cikr' =ir A"-']' (AI ey) N /1 A J ' Wi,4, .,. 2 N/A t•1 NVA N /1 3 20 � ti Amenity 9,4x4 `.reels ��13,9Q- Note: All proposed roadways have a projected ADT of less than 2000 VPD. 4 T H OOOT, p G t ,,TIM 34, r72 ttft0 C nte 640 } 1 � Sf oc h ' ' S CODE OF DEVELOPMENT TABLE C Oval Rack 9,333 SP3 NOT TO SCALE �lcjr:lc MICHAEL F. MYERS Ca r di i'ar?c 23 Q75 z Lic. No. 33028 028 �1'lall r a 10S X7.642 165,86 (Parking One Side) PUBLIC STREET �w ti l It 4 Sutxtl"r'tit Park 16,43 55' Public R/W �sI ANAL V, ' C.scaciRa Park .,,._._�.. - ._..... 8,479 �atetr " �34,4G2 5' 6' 30' Curb To Curb 6' S' .Totals 34,65 495,127 _ 404',498 57,6442 1.0 Sidewalk Planting = Planting Sidewalk 1.0' 0.5' TYP. Strip 0.5' *SM Typ, A r TYP. 9 5A TYP. m Total 1�rtten `�y re i /\sttwt E�ty �� =e =? •t, /4tt� =:= t�lt�t 1 ,f II Space Ares} 579,979 (20 °7'a of Cascadia} *IM BM -25 OA LU Total t3?t?Ct;.�%t�c� "s, ;r:?c;, c�. i.(i��,i C?C'�'.C'1,�it3� 19,397 �3{3�'/o Of CSGs�dl�a) 2% SLOPE Instal sidewalk as :..': ,. CG -6 y 2% SLOPE CG -6 I si w Fc7tl i1e A1ltw 2,647,?34 SF { 64.8 Ac} -41 .•iY4 `�i ::' ♦tjx�":ri fC•. t .kn` i,•. . wi'i: k'.i >t /_.:i "�Y T,�F:: 'c.:��: `tl iT.. •• r' �_3i �:1.�Sz» "«=1 -` .� ;:, - -. �� = show }f ` Z z i< 7� =t` i "�) . sJ, ''' is , +<z; non plans. 3000 psi concrete AMENITY AREAS PROVIDED CONSERVATION / PRESERVATION AREAS PROVIDED <;C tL ,<`t I f� :� `t.l S�<.: 5 `z {.r }'-%i''2i:-, .i�_d�!^ -) <<, Z'..< �S d`S','i .. !<i <1 Y�'�; �?` <..L �' �_zi5'`'�.'r•,.t` with 4 n stone base (Typical) '" _,t,,' - "'` - "� - `'L'- 5 ^�``;r` "` `r`; '1 ° -�$2 �� "$'?'; -'3C z o BLOCK 4 63,554 Sf, Community enter Amenity & Green Space Area BLOCK 6 198,109 Sf Conservation Area (180,829 Sf Required) Y Y * COMPACTED SUBGRADE� 10 +00 -> Glissade Lane Intx,. *VDOT Q � BLOCK 5 15,667 Sf Oval Park Amenity & Green Space Area 71,127 Sf Preservation Area (57,642 Sf. Required) 95% COMPACTED 21A 1.5" SM -9.5A BLOCK 6. 24,000 Sf Cascadia Park Amenity &Green Space Area BLOCK 7. 44,800 Sf Conservation Area (44,462 Required) 4" BM -25 OA Note: Provide VDOT Std UD -4 a z 8" VDOT 21 A M 198,000 Sf Trail Area Amenity &Green Space Area Pavement Edgedrain from 10 +00 to 80,860 Sf. Other Conservation / Green Space Area *Glissade Lane Intx. -> End 25+3073. BLOCK 7, 20,722 Sf. Summit Park Amenity &Green Space Area 1.5" SM -9 5A 11,285 Sf Cascadia Park Amenity & Green Space Area 2.0" BM -25 OA 8" VDOT 21A 6 TYPICAL ROAD SECTION DELPHI LANE (STA 10 +00 -> 43 +43 5'7) (1'794 VPD) w 13,129 Sf. Other Conservation /Green Space Area - -- - - -- - - -- - -- -- -- - - - - - -- - - ---- -------- - - - - -- --------- - - - - -- - -- - - - - -- - - - - -- z TOTAL 427,217 Sf Summit Park Amenity & Green Space Area - SP3 NOT TO SCALE 0 LOU TOTAL GREEN SPACE AREA AM &GREEN SPACE AREA +CONS &PRES. AREAS) 349,205 SF (No Parking) PUBLIC STREET 50 Public R/W A ^' „ � I REQUIRED FOR BLOCKS 4 - 7 PER TABLE C (ABOVE) G ig TOTAL GREEN SPACE AREA (AM & GREEN SPACE AREA + CONS & PRES AREAS) 427,217 SF PROVIDED FOR BLOCKS 4 - 7 1 CODE OF DEVELOPMENT - TABLE C 6.5' 5' 26' Curb To Curb 5' 6.5' Pi Sidewalk 0 5> Sidewalk Planting '� trip Strip Strip SP3 NOT TO SCALE T 1.5" SM 9 5A YP• 4" BM 25 OA M z Cn 2 SLOPE 2% SLO E o CG -6 -- CG -6 ^„,w•, •; ''� �, Install sidewalk as ••. ,+i o �% •0 V 0 V '.l,✓r ht.w'.< i' , �3).W:L{ ��.� � Me'gS ,n r. • t�`••�'l: k' «a! nl.:.�i �Y.T�`: S`�� L.l• . TT .,• f; r <,�� , ;,' -rw :> • shown on plans. 3000 psi concrete 1, $" L.Z.' �<� i • {.,M1 r�`` 1 z ) ) ll �.i> 1 t/$J .Y.. S.*a t' r; tZ•(14�'r „.}' 1'' ff ` I �lY.�\,(i$. l F•`- ((.�lYV•'' 't r G<St'" 4?,4'i StU (1 -fit "s t with 4 stone base (Typical) ''�;�, ` ` ` <3- i`, � a % PUBLIC STREET 55' Public R/W `Z' 2";. ,` 1 <r �; ti #�� < � .<� -.)�< .�, >L, � � tom, �,� r�` >,�� yr''.,s_ �_�4 ��f° ��;. }mss _ �v Note. Provide VDOT Std UD -4 U 0.5' (Parking One Side) 0.5' 1.5' 5' 6' 29' Curb To Curb ' Sidewalk Planting Plating Sidewalk 1'5 Transition sidewalk between stations COMPACTED SUBGRADE� 111+58 8c 11 +77 95% COMPACTED 8" VDOT 21A Pavement Edgedrain for entire length of Delphi Drive "� TYPICAL ROAD SECTION - DELPHI DRIVE (STA 10 +00 -> 11 Strip Strip +58) (1998 VPD) i 1 5" SM 9.5A 2.0" BM 25.OA NOT TO SCALE 141 � Install sidewalk as CG -6 -- -2% 2 %--- shown on plans. 3000 psi concrete , '.S 's 'sum= " ." >i.•n.'.LSi '• . , . ••` �, . _ h k'•'_• , ^' .4•x ..i -�,;. ' ., r „=,; ^ .. -. •_..; •r •.'• ' , , r•�� with 4 stone base r •r•3'a'.d,(�•iyr .mot. • ;K ^S A• ,J < 'T)_ `f'.' :``.T• :w.•.• ,hi' (No Parking) <r,l< ,.� :: ;• �'.2 ;< '4� COMPACTED SUBGRADE ' PUBLIC STREET 51 Public R/W - -- H 4" VDOT 21A 95% COMPACTED `�, TYPICAL ROAD SECTION - OVAL PARK LN 112 VPD ( ) 5' 6' 26' Curb To Curb 6' 5' Sidewalk Planting �- E-r SP3 NOT TO SCALE 1 0' 0 5' 0 5' Planting Sidewalk 1 0' Typ, trip Strip 15" SM 9.5A T „ T YP. 2.5 BM 25.OA TYP• Yp• W CG -6 � 2% SLO'�E CG -6 .` _ t,.. -Install sidewalk as O PUBLIC STREET ,,•:�:, �,.�:,�:;U, ^� ,,:.,,.�w.}a.0 :, „ak..,.,�_:. y ,� ,,�,�: ,: ' , <�) ,�. ; "` S >: ;(s)u " ;:' '`' < ="' `' shown on plans 3000 psi concrete ►�+ w a ,rs�nc <;<< with 4" stone base. (Typical) _... C) 54' Public R/W (Parking One Side) Transition sidewalk between stations COMPA9 195% COMPACTED 6" VDOT 21A 11 +58 & 11 +77 � � (� O ' 0,5 29' Curb To Curb 0 5 6' 5' Sidewalk 8 TYPICAL ROAD) SECTION - DELPHI DRIVE (STA. 11 +58 -> 14 +"79,84) (1998 VPD) Planting Planting 9 Strip Strip SP NOT TO SCALE O 1 5' SM 9 5A 2,0" BM 25.OA Install sidewalk as H 04 Od CG -6 - 2% 2 %--- CG -6 shown on plans. 3000 psi concrete PUBLIC STREET -' •� •_ • 1 - �, •.h • i „ Y.M'; ' kYa ,Ji•' ••: •'� +'. �. i.- �+•'i,w •!� •�"' �.h.•s`yr ., .• . �: " s-- with 4" stone base_ V) - t ?' }2``S 5 <;jf.<r ��•�.,i . `,.r?% - ✓ <r' 3 TYPICAL ROAD SECTION - FLAT WATERS LN. 315 VPD ( ) (Parkin One Side g ) V COMPACTEDSUBGRADE� ------ __--------------- - - - - -- --------------------__------------------------------------------ - - - - -- 95% COMPACTED 8" VDOT 21A SP3 NOT TO SCALE 54 Public R/W 5' 6' 29' Curb To Curb 6' 5' 1 0' Sidewalk Planting 0.5' 0.5' Planting Sidewalk 1 0' W Lli W (No Parking) PRIVATE STREET 26' Private Alley /Utility Easement 3' 10 - 10' 3 Typ Strip Typ SM 9 5A* BM 25 OA* Typ• Strip Typ CG -6 2% SLOE CG -6 _'' '' 2� SLOPE . ; . Install sidewalk as ^•!Yr',..i ..'f••^•• �'`S•.4ki1{ ,��`f. �v` :. i.•�i `�? I1e.laTi n�P,'�i l.ii'•""t' l: •'s %w. v'� r' iT,. ••� • *Boulder Hill Lane: = ?_ 5 s < <r• =; '` "� ;` }'< s ar< = t -' shown on plans. 3000 psi concrete co DOM. PRO PROJECT N0:12,00�j 1.5" SM 9,5A 2 5 BM 25.OA < °° yT .h s_z ,<,r;;,�; with 4 stone 1.5 SM 9,5A _. ( t n base. (Typical) SM-9.5A ,`sr<, r;<, f. ,2; i, = t . 2" BM -25.OA INDEX TITLE: - 2% 2 %---- ,> COMPAICTED SUBGRADE� 4 VDOT 21A SP3 95% COMPACTED VDOT 21A* K TYPICAL ROAD SECTION - BACKWATER ALLEY (259 VPD) T Glissade e ane• SP3 NOT TO SCALE 1.5 SM -9,5A 9 TYPICAL ROAD SECTION - BOULDER HILL LN. (90 VPD) & GLISSADE LN (3'74 VPD) SHEET NO 3 OF 48 COMPACTED SUBGRADE �6" 2.5" BM-25.OA ____ __ _ _ ------ �� 95% 95% COMPACTED VDOT 21A 8" VDOT 21 A P3 NOT TO SCALE DATE: 04/20/13 It 41 i lt __1 IN, 1, IN N, N, ------- 11 1, '1" IN `N `N, N --------- -- NIC','' -- ------------ V, J q2 V IN N, OVI N, N, IN IN t N,, IN IN PB I, N, I IN IN\ IN\` IN 7 `0 -,: -------- IN 41W N, IN NN I I IN ----------- r iN T -------------- - ------- -- -- -------------- A�pr= 1 01, --- ---- --- ItN--F --- ----------- IIN------------ 62 -2�c 1 MORIAL APT, PC 3,5� URCH', ------ - IDB 1'109,, 10 to, 8 AV97 IfDBI 10,17, tt-TQ -y oUridor (T Bi- V=ted, -14 ----------- Nvethea-d- e7 Removed j �),j icall �Io kA rit, R6$ Andl tf R 4W- K 78-57 —71 P� IMi. Z ov0 wol: IIPXRCEI,--T IRED US VA HOUSiNC �LC. x ki�ljence To op, --------- - TMp 78-59 oil -T up ek Kq -AC-RRS (TOTA�) 3', tUP 62-2,� MP -70-5,yk, of 407'6_-P�C 1R/ T0,11 Q edt WG D Al Ora) g FRI a tc ov� Qhne,, k,)yp.) i, ttA jed'drbd p I ------------ ------------- Idn L Bul I ------------ O,.ver ad, one y itted -ay ve ay - - ____ , , , I " / - -- ---- --------- t D w be VaOtO& (T�p.)'j 1 1 i -Remove be' tbodary lo', TO ---------- RED US' VA HO Uj�JjG _" -7::7 IF, 11, Pj9,5,73 /7 "NI, t _NW\ p. -------------- P I N, IN N, I Zt IN VN t I I ---------- IN 7 N, I ANA,,LANP_-TRUVT IN IN I0 IN N FONT 1, 7 T 7 f- T lot 7 t ` It IN N, �1� L I d fl/f I T N, IV it-A' It IN " \, �1 It J I ol 1 N, IV I YJJVA WRI/V N TIES LLC 10 06 IN" ,,,I I X/ TMP-Iyv- I ,�, I \ \"Al n I HU NNN WIDW RIW, 'S F.I. r, I 111'A V 'i Q,0 Irk E 2- Al .2 c c ..w E c 0 w *0 4. eO b, p Nuc F. MYERS 0U.33028 7,q- S'ONAL z ui 0 b-4 cn U LU iE z czJ --;I oil gif I uj __j a: E-1 z z 0 04 E-1 )--I z E-1 0 F-1 LU DOM. PROJECT NO:12.006r- INDEX TITLE: SP4 SHEET NO: 4 OF 48 DATE' 04/20/13 rspi 2 I 11 ' TMP 62 -25C TMP 62 -25C1 BROADUS MEMORIAL BAPTIST CHURCH DB 1109 PG 353 DB 1078 PG 97 ,5 �— BLOCK Milo i BLOCK 1 _ 9 Crr1�0 o ■ -4 SP7 w r r ■ ■ RED US A HOUSING LLC. RCEL TWO" P 78 -59 P 78 -59A P 62 -25 D 076 PG 573 55,266 ACRES (TOTAL) SP6 IrA /I.-- , `1� ■ i I ■ BLOCK 41 1* 1 cyl cr �y \ `O ■ 1 i i_ ■ i 1 didsm BLOCK 1 \I� 1794 VPD �� I HE TMP 78E -H FONTANAI LAND 68 G 5 TRUST 5 6A E � f TMP 78E -H If FONTANA LAND TRUST TMP 78E -H —� FONTANA LAND TRUST ' -- ------- - - - - -- : onservation Area o 1 * Based on maximum density for Blocks 1, 2, 1 118c 3 and a 50/50 split of traffic usiing either TMP 78 -57A , J � KMH PROPERTIES LLC FONTANA DRIVE Fontana Drive or Route 20. ` DB 3222 PG 519 �- �" VAR. WIDTH 111 I'll III-11i ago= ANIUM kww� wKi" 1,11,1111.11,11 N N �a o =� / /• //4,V BLOCK 5 �� 11�' Ovati P 1, cbR�w 45' TMP 62 -26 CASON, WILLIAM DB 793 PG 106 FLati PD 45' pubt RV • # o w v� f� r r CP I CK WOMEN Now 1 x-30' Veget,'ation Bpffer ., \ f I f 1 I \ f/ 126 � 125 � 124 � 123 II 122 f f , 1 I 1 / f f 1 I I FONTANA SUBDIVISION PHASE 2B onservation Area SPI 0 �4p a' %r +' y s,�'� < %' , %s x'19 �•, {> %' � ;V�� OPEN 121 120 St PA CE TMP 78 -57 PANTOPS- LAKERIDGE LLC. DB 2805 PG 70 a 100 0 100 200 300 SCALE: 1 = 100' E N N �SRI- c 6j 0 a) r- t .0 �0) E c 0 W 0 1 4 Ao e`' �L F A F. MYERS 9 c. No. 33028 y� l oN A L E�G1 A m Y U W o � m A zQ Q m 0 w o CD W Ca r .r A � O ', o 4 W w a U V U V U z x I C "i W U- El— I z o � � w W � w o z o E-{ Q � � W W DOM. 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'I � 11 � 11 � \ -1 I I I � � I - " \ \ \ ( I �� \ % I I., 0� OHE .1 \ \ \ OHE \ � � ,I I, /' I 1k \\ I C 7. � ,,, \ I % \ -7- -0 I I I t \ ,� � � � I � . , 10HE I , i I \ 7rest Pit _tp - OHE.�-Z-_ OHE - \ \ 11 I OH� ' i f I i \ - I ( , �, 1, \ \ 1. 1� --r- '9HE �-� ' i I I I 1 - - 7 - O%_,`_ OHE " \\ \ \ oHf HE' -�- ' I 1 k I � I � i I I I I �1 I I F/ ::D I - L 1� , - OHE E \ I I \ 95, 197 PLAT / '7� / --- \ \ \ 11 i t , I I -, �H O�E 11 I 11 I i I \ ,, (D l,' / I , I OHE - HE \\ I I I \ k -- OHE -"-- OHE \�-- OH ' I I It \ � " U \ I ---��- OHE ' I \ i I I � I � � l I I 11 I ; ' ' ` _ - ,` �"- OHE i � I '� I \ SPI, 1� / I * ", , , - k I � :,�, /Required / , I I . I E --T- OHE ' I I _____t -j*__ ?t , / 00' VIRGINIA ELECTIRC &-,,---, I I I \ � 'I it � "i t I I � � i 1 -----4 OHE ----T- OHE 1, 1 � \ \ 1 I ,I V_ -_ L A k I I I � I I- OHE -t--_0 ,I � -, 0 E 'i __� I . 8" T.S. & ,VALVE&/-714,"` RWSA / POWER COMPANY EASEMENT ,_ _, - / I I / /_ O",P -----I OIHE !- d1HE It OHE ' I E �, I \1 lk k \ I ! I \ I � , \ KEY U) I -T- OHE / - ) I I f ; i " --r- ��E -L---� I 11 I i I atermain ,_ I / I I OH� , OHE � I \ i � \ I W . OHE - � RWSA NPTE) , W /DB 269 PG 284- ` - / I � t 1, . � � , � 1 , i I ... .. `77N - OHE -L _� I , j , t� , OHE I I \ PLAN �4 W --:: HE -1/ / \ i I _i1-\QHE V---\ \ I k 11 . __ - -�-1-+W-W-F, -I, l� - I I � 11 \ i 11 I � OHE _QHE - Oh\X \\ � : I I i �_4 -------- 7 / t _W W I . ,:i ----------- �._ / / SEE ALSO PB` 867 PG 337 __ / / I / 11 I I � \ 1E �-_ � I I t � : , I \ It I � I � I I I I = C, / �_ W I V / / I / I I i i I i � I \ 1, - OHE l I I I I 1 1 , U --4------ ! 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I 11 / I , I I I I - / /I �� \ --� / * ---7'w - W F-W-W _- ,10HE - OHE - ( / ) \ \1 I . / I I , i 17�__'l , I / ,,, W ,_�_ I 11 , , / I I 'I 'I \ , " \ \ \, \, \ \ \ 1 1 1 � ) ) i - I I III I - % _W --- � -W-W 90'C- - OHE - O�,,e " � I I I I I I I I / � " / I / , I � / " " ) b / - �, - ; ; / _ III ,_ W - 13 / - I I I I I I I I / 11 I 11 / I ; i I " I I I M / / , I - / / -� / W-_ *P--�W-w_w OHE --� , i I I I // >1 -1 I I __ I,- 1-1 "I I / I - M 11, �z �,,,; , Ot 17 �,711 11� � / 1 �_Zl F-W , ' ',�"`':"),-iw��-n , E �', /6 I ;111,1- 11 I . / ____ � . - \ / z /-" ` :, , �� , �, X � ,� -, I-, W I ky- W-W _W V, I I " , ` I / I / / -:I---,-- M - / ----.L I , ,�_ " " " -_ - : \ , _� I - _V��v "I _ W "�, W , OHE - OH`E\ _\�HE I � O' I / , "'IV / ,� , , , I 1 �, I \ _� I ____" I HE j ( $ / � �., �,�t � " _W , "I - i / / / , ;T _� � I I ) I I __ _\:�_ I _W, �",_ X" - " � , / I I E-4 I - / X, - , I ;, ,,�,` �_ I / / - , 7 � -) d' P , , ,�, I 11 I W _V/ . 4 Ir ^e. I _';e, -1 / / 11 _-7- 74- - \ \ / f- r � .11 " ,ft% ; `/41 / 14 , / , I - / / I I _-, / , / 11 " Z , I _�� . , � , �,,�',�, " I C-+ co , , , - ,I's / ( - - 11 ,� --�-- 4----! 1 � �, ,,� - ,X rs � - Z I I � - ,�11,�Drainq.ge /N �� if,,', "i 11�1 ( / I ; 8"S ---/-,(o -- " ,/ I , , - , I / /I.. ,,,.,,, 1; ,,, / � / / �', t�[HUFR . I - / _.!�rl U lr`� ,,RWSA Watermain Notes: / 11 . ',I �7'��g I I , 1.� �-" � / E E�/ S-2 / / I' I'll " Z If 1� k 11_�� - ,p l ,I V;- , W / . I/ . . " '. ',' I " / "a / - '�-- , "I I' 'I I / , ,,,, , ,,, 'r - -1 1, - , .1 r /I - I �� _ , ' / 1 390 1 1. Contractor shall coordinate with RWSA and " - Ill/ i It 11 It -- 4�A, ,,'ei _ , 7- 1: 1; , 7" E---i / , Exist. Entranc� XYWA ,-- It �, / / / / /I -,- 11 _�� __________ - - \ 1, , Z _!!!:� U) I / % I/ TMP 78E-'W I "I 1� I/ � ,Q _I,,f-/ , / To Re 7- 1�\ n=384 08 / / / / I / ACSA during construction of the connection to / ,,� ", "I 11 ) I \1 � ,I, "", ,-1,11 t - 1 ''p, , / ��, I "I I Z U IF-" 16X. Uut=,5d3.88 , ntana Land Trust / I I the existing RWSA 24" waterline. Contractor shall / I *1 ,,� . F�� = - i 11 // ,Fo / / `1 " " " ,,, I , � -_'Ili."_,��j 11" I I -1 1 I,�, - - , , I I , . , -V III 4 , I .-I l" I I / , / ) w1ma + T � . / / use due diligence to protect the RWSA 24" / ,, " "I 'I_ I � ,_ ,,, " -, � 71-W "' �'J` I I , � I I , U) i I I i 11 W 1\ / / / / "I , �,, "I " I ", 1, "' � il , I I I �,, -, " , " , I ,j,,,'(';.'�:"V,,,, /� ��)' , , -1, � .11 I \ 11 waterline during construction and tapping. - f , ,,,, 1, 11 I - - \ ( f / " I " I - ,I , ,� � �, " I , ___-----� i I / __ __ _� / / , - "' " __ "' ___ , f " ", . I 1 1 11 I � - '�, Q ,z � Si Kascape" 6t Wall / I "I I __ I � ,,, I - ,� ;, y, i ", �� l I , - Saf�ty�,Rqil, / �� - - / 96 \, / / ! I 1 2 Contractor shall verify the horizontal and I/ / I " / __ " "U ''�Ij '' I //11 /�, -) Z / �, / �, '. WIP t� , (" �; I - ,4�,�,;.,�,��,[�`�!,�, ,,� 4rXXXy_y.X>qXXXXR 7f�A I Y-IMIMXNIZ.-Icl)c,K'Y-Alx3rlfxl�yy�'A I ...... �" , � " I 1�� I I 1 - , Ui , I 4' 1 i,, 1 ,,,,,,, - - I / I " ,,I , .-V " ,�,Ij,',,.�,�."'?'', '11�1,1 I I `nN , ,,�_11 . lr� 7T,51 _,._;ir� ,- --- 11 "I" , ,, -1, �, -1 I I p �>�No Pa(king - - vertical location, the outside diameter and the / / ", - / I " " ,,, 1, ,,� ,,,,, ,� " 1� � - �� , I l . �!,,�.N_d W�7y_ 1,1��,,;- _ ,� '' �, ��, ,� - , " - , - / I I , Fir Lane Si n I i - --- I "I , �, � - " I; I 11 " , �:-"v .� "4> , ;i-T-7- ,-F7,;,' ,,, 1;4�,, ��,ti %�, ��,f , � 1, I i ,� , , "'y' � 7 - . I I il � pipe material of the 24" waterline prior to III , /' - " I 11 ; � 11�, ,_ - 2 ��, _. I _ I 1 / I ,,, I I t I I P - , 'l , �,�-` " ,,, J, 11 I �=,',,, " I / ,/ I I'll lk� - I " -, 7z .1p" , 1� b - __ __ ___ - "I , � ; 11- "", ', I,5"� ,, � I / . (TWcal) I / / 11 I " I 11� 7/ -,"l-l"'I'l / _ , ,-� I - -, I I , , Q6 12 1 " - - .�"_ �,�',.,i,� , �, '_� � , 11 ,_ / 11 \ ordering the tapping sleeve. RWSA shall be / I I'll - 1,",', 11;l?, �, _:, �111 � I � ��'; 1 If 1 " ' 11111, 1-,-, , " � I , ��: ". ri. I , , - , , " � - 11 � , ,,,� , 1, / -1 ,_ , . , , I/ ',�,j,-4; / /I 1-11 .. , i I .1, f , 11 I ,,- " ,,7,,`-,, - ,,,, V,F �,,�( " ��,� 11, �,_V � I - " 1, � I W I III I � ,,,,V1,�l__q',' I _, I - " - -, / / _ -1 \ contacted 3 business days in advance of the test III 11 I" / ,'_ ,t / 11 11W111111 ,A, _i." " 1, I I I re,- %�, � 7'l I/ k1f71 " , I •,�, ,,�,- " 11 11 ,,,, I 11 :�,' "I'll' I , -_ � _ - - -, ,,-�, I I , 4�,,, '? ;_ N - " tt, I , � I I ,,, -1 .("I � W I �, / �: , ., I-, 11.1 �., / I \ / ,,, , I'l t 11 e i / , , ., -, �-, _"'��,',,',1-'l'4 47r7--r, - I I'll �,, I- � 30,- a i� , I . _ - 'g ".t I .1 I 1, / / --- - � e I , _� __ - I ,,, -,I � ,,, I - �, , " rra�qr �",q',�,�t,, , I ,,, ,,- I 1: , I1 'f , 1, , , , . � I " ,-,, ,,, , I / , , " I I , I, ,p -If , -� , i I � - Z I, ,_/ 1, 1, I � . i i / / I __ __ pit and shall be present during the test pit. Th - / / 11 ", -_ I-1 ", - - "I ��,[,,1111 -1,11, - ,,, - t", � , �, . 11 - , - , 7\�',,e' , I i �, "I � " / 'i \ I 1, I � " I 11 1111� "'OF"111"'11, ,,, " � 1��t`,. I 1, �,11 lr7 ,"xT 'i_--/V' "Y' .11 , e.,�-11 I; � I � U) . -_ , , - /� � "; "Y I , P41r, 1� ,�'; ;, 11 / / I I " "� " "_ i , -,/. " -,l, I ;,, " �,,, ��, " ,f " -- ""' '�Alon a., $Ubol , , - r �, . 5 � , , , ;;�' i 511ong/ on up - , I _� "Ill, ,1�1 , , " , , , �� ". 1, -, , , I , le , 11 I - � - ___ - __ ___ __ - - - tapping sleeve s . ,� - 1 , , . 6' � - ,_ -, / �,'. / ", 3 1 11 I I . ,:, " I , .'- " "'t , _ 1. - , , t, , "" t ": � - ,, ., ,,,,� " , ,,,,, � V ; / / I I Si I � I - - - - ,�_ --- - \ hall be approved by RWSA prior to I 11 " " <;�, , , I, "' I �,, ,i,�,;i� 'j, - 't� ,� , , - ., ,� 1� - Stop IT - - �� I , - , I / : /I 1, 11 I Z -,�) /,� Z ", / I , , 1 ,'�,,,�,, i " / /I I If � I - ,, 'N The tapping contractor shall be " � " �_ -, 11 I' � , f, �v " -�-, �, -,,, - - � / -, " 1, � I, / /,,�', / being ordered. I 11 I I 11 I, j - -, -, t, , � f� iS,"� ,,,, ��', I / ; � , ", I �, I , " 11 11 / L-V- / - , , , '/,-,,� ", e117 ,. I ; I - - I I A \'K, il' I �, I I �_ -_ � , , , I I an ! ;,______ , -_ ,,, im "a � vl� i'1.,,5-,,-,,--,', 4�,� , - DOM. PROJECT NO:12.0W / &�2 -1,` I I � / "I "I I I I 111 �, ,b2,,l,j, " �s iw�� , , ILM 1, I 'tl, 1! � - z � approved - . W T,,-,1 I ,; , 11 - ;, _� / / . I , • � l""!", ,� "I ___ "��__ ____ ____ - - , I I I ,� ,� I ,"�l,� <'� "', ", / !� / ,,,� -, / proved by RWSA prior to the top. - I ,/ / / ,� I 1_/ 1", , ", � 11 ' jl� I'll, ", � , " �, 1.4 ` , . 'I-,. .1 I ", , - I � " -, , / / �', , Z � - 1, � I I " I "'I'V, I ,I, <,, I 111�?11 I' - - I - I Z ,,- ", , , , ,,, , / "' . - - ` / ,/,� / " " *�`� � "I �1 P -_-//\-_�,-, , / �_ ""IX , " - 'I I" / __ "' - -" / "/ - " , 51, ,,, Z�, � ;,, � " ,,�, - � I �0 I ltv� I / " / " � ""', ,,, " 1, I �, -,,,,,, ;�,, ", " V "' StrulcttIrdt"i _�,q , " III / I � "I Ill # -,- ___ ___ __ - _- - - - .__ __ __ L, - ,, - 3. A minimum of 3 business days notice shall be ", , / I / / if - I � - , -, ,,,,,, ), / // ,/ / ( ,P : , , ", III , / I INDEX TITLE: ,� .Z� _ I G-12 _�,,,*I I ,�� " I , -1 . I/ / ___ / � �,�,�, t1l / I / I ,�, �,�, I , / / , �_ ,�/ - - 1111� ,�/ , - I , - - given prior I "I - "r ,,, /I 41 / �� / , !., / - 1�' - , - , Z , / --, L 7. . , / 1 I / // I / // / V" / ,- / / I I/ .0 - / , I r t, V 4 , , "',n7"""'! I I I / )�, I V, / I / - __ __ - , - I I I I / I YO / / / / / -_ __��__� --- - ,� or to installation of the tapping sleeve. / , 1, , " r / / / , /I / / / / Entrance ` � / I- - - __ The 24'x8" tapping sleeve and valve shall be " I/ Z / 11 / " xt� , // // / / I / // / / / / I / / I I / / /I / / / / , � / / / / / III - - / / / - - Z - - I_ " -1 " -- - -_ -_ --- --- �", iJVA""j ,(;��' I / / / I / / / / I/ - I , ,T' I � I .1, ) , , // / / / ,-, / // I , - I / / I I � / 1, ,_ - installed plumb. Following the placement of the ,1 _�' I Z 11 �,, ,,,,, /I " I // / / / / ,/ / III ,,- I / / / / / / / / / / / / / / / / // / / Z 11 , , '' __---- , / . j / / - -_ - - - ,_, 11 - " I _ 1- I \ / 11 ,,(_�� " I 11, / / I/ / / f, I I/ I/ / , / / / I / , / / 1 / I III / I/ / I I / I 1, _� - ,� � , / / / I'll / / I // / I / / SP6 io / -_ 11 I I �, "', / / / 11 A Fontana Drive I , - -- �, >// 11'_,�� 11 _ �_ /�', / / / / / / I / / / �' / / / / �_ ___ S'*V11E1�,U1,§tanc 24 x8" to sleeve, a concrete pad and thrust - I " " ", 'I " / __ I, /_ __ __" 1� , "J." � 'i ;_ I I I / / / / // /1, / // / / I / I I / /I / / / / / / I " / , �, I, - I / Var. Width'�IW I �_' block shall be placed under and behind the _-:�' �f "', " , " / / / / / "I 11 / I / I" ", 11 11 ,/ � --- I�, N"', :, t'�, j'. / " ,/ " I / I / // / " III 'I / / I " 1� I , " -, , t I I I / I , / / /' / I/ I I / / " / / I � , t4-, ,^ � ,� _!T.1� ,',"I-, "' / I / I I I / / / � I / / I I V; I" I / / / / / / , / . - I I , - r,e I / i tapping sleeve. I / / / /I I . I _., "� i I I I , / / / E�-H / , / / / / / / I / / / I I- I "I / SHEET NO: 7 OF 48 /O I , ��,, I 11 I " I - , " I,- �11'11' i I / \ Z " � ' ' l", ��,,,�t_";_""ft I , I / I A 11 i 7 , ,_ , , F I" 11�1 I j ' T. �p 7/ h / / / t V / I +/- ___ " . I / / , , " , 11 f / . , I / � "", , I 11 v 11 / / / 1 4 30 60 / - , " . O/ ", I __ -_ ,� , / / Font , AO I k I I I No permanent connections to the potable 30/ / 190 Y,',, i - ,"Pi""'I'l.,�l�' i I I I I / / / M17m, / 11 i 1! "I \ 1.1 ,-f,`�"�' 1 I I I / I � " , I I , `$' <' i I / \ I - 66-0" 1.�� I , • .,,,),%, � f - - .�' ,1 � 11 . . . � / 0 � i water system are allowed until the new waterlines / , "I �, � t I i I , I / / / / / I \ I , I . 1$_" 1 , I 11 k�� State Rt. 20 1 \ i , , /ana /La,dd,,Tr*t Z, " I k \ \ \ I / / Yk \ 11 11 5W -m- ,�l - / / / / / / M M/M 1" 1, I \ i � � are tested, disinfected, and ready for service If - f I I ' _,�\ " \ I, , . . � I I SC LE: 1 � - 11 -_ -- , ,, I I I SCALE: 1 " = 30 1 SP6 - * \ l I � \ \ , I � I 11 \ � 7 . --I-- \ DATE: 04/20/13 'I---- __ \ , 11 I - ' \\11 � -, I %,__,__�___,�_�_��\ __ __ - \ I \ l I ____,7_ - - NN \ N, z� E WM Wall 'N V) -W NN C e Gil 4ial V '6 oi - 'N NN C- A 2, 'N 41 1 41; O op N X C (257. no Gr r SPI] N. N� 6 (0 W (D-;Q I V 4- 0 % 63 sP6 KEY PLAN -n-U(j) - lrn3;/ r"D CDC) P '1 03 'C. V N\ 6.771 00 Note: 'N tRefer to landscape plans, sheets 34-41, for (0) 4. surface treatment of all areas that are not paved % CY) 3zh C S 630 cres// e r- 0 (-n 6 O C-) 7- rn 6c) 126 'N k cr) 'N rn C) (7) 'u, P -),— q, (7) 9% rn H 1 33028 "N 'N 77-7-L f" --- --- SI 'N Q) A Ai 7 CO, S-U M LU G soddiai Park -rAcf) 0 Uj on Lot U 0' 1 + � t %.`-�' ; \ � \ `\ ` j / rn �'' D -v -a ' -o' j 10.57° Ul- 99,2 sf r C11 V) rg C:> NN P-1 N, U) A., z I Ix 1. cnlc ew 20' Ca 8 "I + -/913 Entrance nce T 5, ' , , � V, � � 0 0. A z 'N NN 00 S tary Sewer LU pn I 1 00 Easement —4 CIQ '01MM9 pool/ CQ C) ommimity Center 'r Note: -14-1 SF, S\N A 31, The pool, picnic shelter, and neighborhood center 0 'N shall be setback a minimum of thirty (30) feet from A` x \any residential structure within Cascadia per Code of Development, Sheet 16, note 13. Lij Lij _-21 K 5 V) c) t I J 2 CD C:) 0) 2 k C-4 c5 -,4-1 z :IF cnwLt-m U) C) U N\ 0 24 —7 SF, C) Swing rZ> U U "N slide 't N\ 11 57. N, limber 57.0 �X C CN (-D t I 57 'N V)'1jtt LL. \-4 6j p n P z U- CG -12 L'j 'N Lo, af < 'N us End -4 od Center ark 1.4 CTe teT t NN IN, N, CG-11 "N N\ -"7 h E--4 \ N "N' 4r Drai /Dr 2 1 C) -tj (z) ♦ 'N N\ N\ IN Ily 40 N\ �Q�Jr) W )VC: E-4 Cf) Cb 'N -�5 NN P-4 0 -4 "N N, Y' LU LU S 4 X b "Y' P to 630 U d) DOM. PROJECT NO:12.0065 men INDEX TITLE: B 3662 P ------ SP7 'N Lam A E -3 X. \A SHEET NO: 8 OF 48 -0 30 60 90 Vi f• 1W A M M N M E*merA DAT 6Vadid 6,ocKS 1 2 "N' �vvelopme t\ Drainq , ev"; I "I Z SCALE: 1 30' E: 04/20/13 1390 �il'lz -- 1 A . . ....... I— . , L ��' I �". x/21 0 \60 REFER TO DETAIL I/SP8 30 E 7" C\1 -0 'AL�: JV -,K), YI" C (3j jai # sa�- E o I Wal, co C\j W,,ftket 0 'i T* x 6�lt Tel-, , 40A -AcTe— - - N P jbli 4 �;If 7_1��1111-/� 0 Al `A- sem-eni IV, g Ax 'wi �� ____ --- - - . T 5", A N 'X�vllxl�,4y��04� 4*i�,��, A—) 2� A_ 3 Ij �V==4bb-u 14 1 "71, 4 JM CD 7 __V__kse em 'IV "'VX k Y/V" 50' P s r < tj Y w 3 2 q 1 Will 77 J�\ -y - w No. 33028 Z", )(5) W ? ell, , wiy"! 6 Ease. W V 0 'A R4` VIT 7 Uj C.Q y,� ULN 0 W.W Lot —A /-30' Public DrcghZ�§ cr9- 1 X-IV, C0 z �p 0 Q6 ANN C4) --- --- 'N: ..... 0 z ypi Second Interconnectron-16 o- P-grking Broadus Bapt1st Church In go 30 o__ accordanse- -with- PsWer 13 Sign (Typ-) w Ir w Lin' M--WNY 30' \VD% 701 (Uj 6! OU L z Spe Limit 197-k-lyp: 1-7 _40 Z� 4Y4:6r 2 CA 49. �y/ 4 —7 0,7 �\ �(y Kv �'c U" 't-N- V-111- Easemeni LU \,D*Nm1 Ike W", "J�7 I? - < R C-) V) Cn Z z RO ap Ix _V U� -1 A 67 N vye YN N- N, - , 'I I;- fe,i C) "44 Q F, N. *1 < \3 'Co C< LU 1P LU LL E X11 I W.- 2 41 �4 Q6 IPPI V 2 A 06V �Wl 1>6-1 k, A "A T. E-4 N �p E.. CG-1� pe�d 066 VIA E-1 C� n KWP�W 14 T) \E Li A Y-,4, x > Note: w i,4, w Refer to landscape plans, sheets 34-41, for &�Me surface treatment of oll areas that are not paved V, T, 0- jx DOM. PROJECT NO:12.0065 r�, -11� CG- CV INDEX TITLE: -XI sz- <1" WJ k ;5 SP8 1�� V)(1_ wV- 44,�4,;� WK;1�1 1< Q; A V -v 'SIHEET NO: 9 OF 48 Bpi, 'Izik A X, P s� Z� A DATE: 04/20/13 KEY PLAN --A I T:2 _-,a � � 'All i ' ^fY� ' 87 ``\ \ 0 &oTo '^T—T' � \]P[K^y�!� --Sig 7�'/r�/ 2 CAR GAKAW:- Note: or AV/No Refer to landscape plans, sheets 34 4 0, surface treatment of all areas that are not paved. 9 is Ease. Is ance 0,6al Park is i Check CP tilling B in �Cl ot rk It L Preservation -Area 15.630 cres/ igh kk LLJ j/ It qj 13 22 Lj soadw! Park G,f ogle SP9 4 20 Sj CA A 30 0 SHEET NO: 10 OF 48 Lot 2,420 �if N-1 04/20/13 Lit e. M M . �� `� .�" C C 2 CAR GAKAW:- Note: or AV/No Refer to landscape plans, sheets 34 4 0, surface treatment of all areas that are not paved. 9 is Ease. Is ance 0,6al Park is i Check CP tilling B in �Cl ot rk It L Preservation -Area 15.630 cres/ igh kk LLJ j/ It qj 13 22 Lj soadw! Park G,f ogle SP9 4 20 Sj CA A 30 0 SHEET NO: 10 OF 48 Lot 2,420 �if N-1 04/20/13 Lit e. IA \ \ ," 1 ' t l 1` , \ y `,,a �r� „'� „f� � ; k ,f 7. t, G ,:,. F „�`, "t «_` �,js ty* � •iV, , '' i V ` ' ` � \ •\ \ \ ` j _ � � E ` \ / \ 1 1 r' °'",y,.;t•� \', �\ �'f,;,n> ,t `'1 _ - t +:.' ,`,! [i r`, - ! } i t ' } 1 \ \� \ \ \ \ - L _ _ U \ \ \ , \ }, \, � t`1 ' } '�: ✓,'r "' ;i, ' t y ''�,.^' - lyyF,t, i" .:� -” .�, ',�, "Y5, ,k �' `` \ ;� 's i i} t l _� ', \ , \ _ _ ,� \ \ � � ;jti,'vgf <<,!^ \y' t ?`F ;' ' ' t ' ' C 49 \ t1 � ` ' ` 7 \, ' , \ J: V•`.'�,$C�,'i'F `x �' J,IJ- S'\ � �� ,�` 3 '_`i �� , '\ ' , 1 '\ i , `} \ 1 , ' \ ! 1 \ {l, = Qi di ` \ \ \ } t ' \ / f i '� � } \ f•' ' A- 'SP `�,` I _ �' '•: }�`= 5`. `;� t �«`' " S,, � E t 't 1 �' �S ,.� \' ;�z x,; `� • o ' ` 1 't \ t ` `, t s ` \ , t S'�' � u�i mm \ \ 1 t i i• \\ \ (I 1 1 ifM „rt''1 x,Y t I `' ;.\ w, i ', '` '{ '' ' 1 \ \ \ \\ — © w �v \ ' i ` \ 4 't �rt,r' �� o, >, ,.�y< �y, l f<' VY S, s i < , � } 1 � � •� \ , \ 1 '; \\ ,`\ f I i, t t} , `di t {,{ RJ /it'F ?' '', si�< , - r. 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' �'" ; i 1 ' 1 '`t t , s •,fi \ ` v y Sf.; ' t \ \ � \ 1 1 1 } I � `1� \t ?+ : 1 \ �.` • i` `S` " at r1i \- , x�: sr`<= ``",',`' �' 1;, %}�i {;1`': ,i \ t � ,`t \ ` \ \ i S �,'i .\ \ __ \ \ \ , ` 7 '-`""` '� I l i 1 \` \ i \ � n I \ I , c I j II h '\ `ft e \ \` , \�; >_',,r , '` ^' ,.r+, ,rte`, "1+�`wl;;z,'� <' t t ` t t '1 t f \' ` -Y'�, •, \ \� \ \ i S p 7 EX A \, • ' \ ,y, `.i - ., \ \ \ 4 e9 i I \ ' / ` [ ( ( � , , � - Paz,,. s "' 'c{ f;- ';, °,• � ! 1; .1 � \ G�bian 'Basket Weir Wall and Forebay ` I i I : ;; =r ;; i! " I \ \ ' , 1- \\ \\ \ \ \ \ \\ \ \\ \\ - ✓� o.33028 i � ` i 1 ' \ ( ; Q � • t `, 1 ` ` i t I '1 4, t �. ✓.r ` >� 3 :�i t 1 ,L; \ \ \ \ \ ` \ � !� i , -- - -. \ \ \ \\` `` 1 \ \ „d ,�1, \ \ I I ' 1 1 1 ) I I i I ,t k i j,1 1 i'' � ` \ � i li —. !'' �~ � ( 1 f'; 'r 1` •� t•• ^y,r�';,'i tV `1 tt \ \\ \ \ t. ' S , ', � '\ \ `\ t\ \ �\ - -- J �,� �'� \ , t ' , : \; • <P \ \ I 3\-,Board Fence I t \ \ \\ \\ �,, \ `fib EX. `- O I \ '' ; `\ } 1 \ \ \ / r ` \ ( m Pa(nted Black Uj U i \ I rmw Mang ent I Main anc Ea s ent .`.f'f ) :iJ ' I i \ \ \ ' % 1 I \\ � •\ � \ + \ W �' f� in Acre I t I 1 ,i t 'i \ , ,i.l'.`t ,.4 `` \ \\ ` \ •\ \` tt ! \\ f' rop s d \ \ t Line S e Sheet S4) ; ' i 1 y` I i.;t, °` ,� \ \ \ \ - 1 } / ' i 0' Widell Grass ISWM ' i } ; -� 1 4 `' >' ! \ \ \ \ \ ,� z \ \ t \ d ass r ?rail i ! I" \' \ \ , stNCti Per Pro.. er3 Access Rbad i I 1 \ ! i i 1 ` ' ';'' p ` \ \ \ \ `` ' \� \ z CD 0 LIU f \ \ o osed R/ L n (See Sheet P / - / / 1 ) l ! I _.• -'\ E —� ' j \, `\ �, -_ _ .\ / \ O O U rn 1 14 1 % 1 4 ` ,r , I / / h>' O ' t \, - - - - U U U Note- \'\ ! ti 1 ! \ 1 // I i / f `xsl I / f I 1 i, I \ \ \ Refer to landscape plans, sheets 34 -41, for \ ` \ t ' 1 i j ,t : ` / ,:• ;� ;, ' I _ — _ _ __ __ _ - _ \ i , surface treatment of all areas that are not paved, i1 `? / / t / I p r;_ �`\ \ \ \ Q Fl A, prox. L cOtion ! f °M '.,; <;. // / , % I i j ; \ i \ \ w Of Future Vass Trail. To B Adju tedh ',, y,r' "`:V j - \ Town Dish t P bse �:; �,; ' `�;`/ ;',� � / / / l '\ •\ a ~ __ __ _ � � `\ Divers \\Dlk'(�, l I i 1 I i \ '� ! �' ` I :,,: :s; • ' I I / l" :° \ s _ - - - - _ o fl KEY PLAN ` \ \ i } -,.., ` << - - - - - _ a SP6 I ' I i I [ \ \ 20' S itar -Sew-er went DB 3662 PG I ! i I I / � 1 I i I it � I , . i', r. _�; �'� +';" ' •' �� ' �i i ' (I ' r J � - - _ - _ � � \\ \ , \, - � - _ / ,. �,, � EX\\,4 -3 1 I ! i ( i t \` � i 3''''•', °I }y,, k7, ,r, (�'la'� �:�, �,•,. -'} � i \ I % __ -- \ _ __ I t � � �.+� t—q 2 2 '•Fu Q ( � ! I \ S % 1 � � f, ��.3 ^��i' "�t�� ' �f 1j,' f `,. "ai•;'''''a /\ `,rS�'�'. \ \ / — i , \ / ` � ��J a. Acces SECTION A -A I I - ' ` "., \' \; ;�:,._> \ Dr inag� E serr�ent_ _ I / / Q'-+ w LU i t ( i/ / i i I /'` ,\ \ \ 4`v.' ;, Nf�,,sy;�"ti3� :' j+�i?``t';:` .' __ / •` ; �Y _ 1 ( \ \, \` / ' t // /f W Channel Calculation" v / I i 1 ' / t 1 \ \ I t \ \ \Jr <Li4 : '' ` .'' J, t ,� r , y ! \ i \ , f ,! / I Q(2) =29.10 cfs 4 I t I \ \ \`-` ;',<<' 'K;,S =' `` ;. 0 We Gra SWIG � _ f y, V . cfs I 1 i i t \\ ' I I \ / / \ :w 5; r,, .z ;: i "'�f,; "` "� j N \ ! , `\ / / 12.QQV / \ ��`, � -, , ;f. -;•`' • ; ' ! / � !` / DOM. PROJECT NO' Q(10)=41.64 i ; I \ \ ;.';. t', , z,,. L <; = } `K';'�,, "'` r and Access oad \ i / / / , / / V(2) =4.98 fps ( I i ! iJ , \ \ r ! } \: ='. y,, r :`' 1 / INDEX TITLE: d(10) =0.78 ft i i '� ' j t \ `C \ \ ES` \ ) O EX. A -2 / t /! \ / spit / �\ \ ` - -- Exist. V ation f � .�, 5 To main -= _\ \ / , 30 0 30 60 I a , j! i t / �'� _ _ ,- - .� �, \ \ �,,,.,- / � j / ,' 12 OF 48 W WIN SHEET NO: SCALE: 1 = 30' DATE: /20/13 i,, • I ! r' 1, : `;It ,, >;rs \ � \ � N r / ` Q4 u - � ^ E > O � s C��C9 •L. t S�� O 73 (H) J K L M N P Q 520 C �, CO 520 O N �L 515 C14 CD 515 .� .� 510 W 510 505 505 500 500 e 495 495 ey 490 490 Ati T 0 485 485 0�4� r1p JU 480 480 _S 9 c o.33028 475 �a 475 470 ssjONAL 470 465 465 A m 460 460 n MM V LU 455 455 Cn LO pw 450 450 a ° 445 it 445 W A z 15 0 r m w 1 SANITARY SEWER PROFILE H —> z SP2 HORIZ. SCALE. 1 " =30' VERT SCALE I " =10' s� LU O ° 545 OQ R S T OU OV 545 a 540 540 535 535 a z J 530 530 x .-i cli C*7 LL 525 525 520 520 L � C+ 515 515 � z O CD 510 510 W � 505 505 �+ LO 500 500 F- 495 495 co .-TT 490 490 i H 485 485 ''^^ QV1 480 480 475 475 470 470 2 23 DOM. PROJECT NO:12,006 INDEX TITLE: Sanitary Sewer Notes: SP24 2 SANITARY SEWER PROFILE —> V Minimum Cover- 3' SHEET NO: 25 OF 4$ SP2 HORIZ SCALE 1 " =30' Minimum Seperations: VERT. SCALE 1 " =10' Waterline: 1 5' 'Compact Fill to 95% Optimum Moisture Content Storm Sewer: 1' DATE: 04/20/13 E7 C] �, II� - - - - - - - - - -- - - - - - - - - - - - - - � 86. ' - 8" PVC ®0.94 - -- i - -- - - - - - - - - - - � - - - - - - - - - -- - - Existing Grad i - -- - - - - - -- - - - - - - - - - - -- - - -- `- -- - - - - - - - -� - - -- Proposed Grade 1 — i � i 0.34 � - - - -- - - - - - - - - - '� - - - - ` - -- - - - - - � » PV � ?x!127• - - - - - - - - f- f- _ _ r-• f- r- _i'�- r- ►_ - �- �" � F-- ►- H-- o -- - -� - - " -- - - - - -- - - - - t - - - ` - - - ,-,.. PVC � 3. � - � t -- - •- •- ,- ` _ Compacted Fill _f TYp•� ; Lt .gyp - - - - - U*) � d' � � � - - - - - - - CAD r-: � � - • r j II � -- - � - --- t i � � o II - - - -- - - - -- - -'. - _ - -- II ©z ° � -z ? - - -II o - - - --; - - - r j Z Z �25 h rte„ Q AO - - -- - If - -- - - ` - It - - - - -- - ` - -- II - - -- it II - " II II, N- ; -- - --- N � _ , � -- "- 1 - S E 1 � t 1 1 1 , i - 8" 128.2l'- F^ .477.. -- -- - - Vii -_ ` - - - - � �41-;`� 7464' - - - - - - -- - - -- -- -- - - o ` *- - — - -- - - -- - - - - - -- - -- - PVC - - ®} - - - - - - - - - - -- - - _- - - - - - - - - -- - - - -- - • - - - - -- - ;., -.- - - i t 124. � Q „ c� -o as � -INV. 477.41 ` J i 8" � PVC � 0.0�� _ 103.79' - 8 ". PVC_ 0.79x s � i - - - - tp _ _ - - -- - � O 11� - - 11 1 � )!`I- n - - -- __ - -- . .-- `N - -- _ z z z z -II ©? o z - - z � k- � �Z - - - t --- - � Z� t--2ZZ - - - 50 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 - - - - - - - N N Z Z -Z � Z 00 24 +00 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 o N n.. 8 520 G Ri G2 G3 (G4) 520 > °0 o n� ^-,-,--------- , - ___�__.__ I I - - ___ . - - ___ __ � - _ __ _. _ � � _ _ _�,_:,df_ -I- - - - __ - - � __ . ___q =_ - __ . __ - - - � � - __ __ - ___ __1 ___ - - - - - -.---- - __ � __ - -, C', ;----- -�-_-� I __ __ - . - � _. - ___ __ - __1._1 .. -- 7-:---- --- a 515 515 0 a) t- M 0 (S) Q - - U 540 ny Y1 Y2 54p 510 .- .�i ^ v 510 '� 535 W 535 0 505 505 530 530 500 500 525 525 495 495 < < A - c0 Qi ao Ao 520 520 490 490 4 P e5% 1 $ 1 515 515 485 485 LT F ____ - - - _____ ___ __ - - � --------------- ______ - -.-------------- ------- � 510 510 480 480 � �A r o c 505 505 475 . ___+____7__ ___ --------- - --------- ____ 475 Ac S 9 L' 0.33028 N,- - 500 500 - ��_______,___�_____,____,______ - ----- ------'---------- 470 470 �0. Z`� -tv 1��v s 1 G -� 495 495 465 465 sIONAL �� 490 490 460 460 N A m 485 485 455 455 w U 480 480 450 450 U 475 475 445 445 " t 11 470 470 440 440 W A z -0 -0 P4 � ° t CIO m ° III ri_N� SANITARY SEWER PROFILE Y —> Y2 SANITARY SEWER PROFILE G —> G4 0 SP2 - - -- -- . -- - - - - - - -- --- --- -- SP2 HORIZ SCALE _ " "_ - - - _____ HORIZ. SCALE 1 =30' �. w VERT. SCALE: 1' =10 VERT SCALE 1 " =10' A \ c \ ° o c 0 M Ui U co O cn U) O! !0 18 (4 A N N C,a U U 540 nN OW X Y OZ AA BOB OCC 540 535 535 z w J o — .-i u c�i c� 530 530 z __5 if______:,-_______ K 525 525 � � - - __ ---,--. ___ _ ___ _____ __ __ __._.._ __ f--,-,--", __.__ ^ �__ -,--. " - __ - -1:^ - - __ - � - _ __ __ __ ___ __ __ -t- ____ ____ - - ____ __ - - __ - - __ - -_ -_ _____ I _ -, - f1__ ------- - - _____�l 520 520 �( �.; Y LL�� 515 515 I 14 �� V __ 510 510 � ______________________________ __\_ __ - - - ___ �:;; __ �_ I __ - i- ___T____ ____ -------- - ---I- - __ r------------- I--z"i O __F - - I------------- --- ____ - 505 505 �", �' a a P4 __ __ _ I ___ ------------ _____ _____ - __ ______ ___ __ - - _:_:_�___ __ - - - __ __ - I I __ 500 500 W -1 LI a � 495 T_ 495 ' I 490 ____91__________ 490 1�'1 F+�i 485 � ________t_ -1-- . - ,-----, -, __ - , , , " - --,-,-- --,-,-- "' __ ------ __ - _ � __ - _ - _ ___ -, _ __ � ___ - - - � - ---- _ � _ � - � - __ __ - - - � � .____ - - - - - __ T_ __ ____ - ___ - � - __ - __ - - __ - - � ____ � _____._ � 485 Q _L 480 480 rU � �J tt----�� i Uj 475 475 �:+ ~ 11 ,.-.� 1 _ �- W 470 470 z -0 DOM. PROJECT NO:12,006 INDEX TITLE: r3_"� SANITARY SEWER PROFILE IN —> CC SP25 SP2 HORIZ SCALE 1 " =30' Sanitary Sewer Notes, VERT SCALE I " =10' Minimum Cover: 31 Minimum Seperations: SHEET NO: 26 OF 48 Waterline. 1.5' 1 'Compact Fill to 95% Optimum Moisture Content Storm Sewer- 1 DATE: 04/20/13 __._..____.,.,__ , ui -- _ __ III , _ , � ( _ ___ ,_.. _ _ ,___ _ _ _ -_ � IL I -,r,-, _ . c.rx I I � F______,_____1___.____ , _• I � ___ _ _____.---- ___ -__ ___,.__ ,-Proposed Orode- -- - - - -_ ._ -_- rt -f______ - - __� : -: -- . : :_ , _ - - - -- :. - _ -__._. _ . - -- -. ___ _,__ _ __ ___... __, _____- # _ __ .. -_ - -- �- :- __ _._ -..- - - -- - -- - - -__ _. _ -_ __ _ ___- _ _ _ ,_ ,_ _ _.__. ,- __E„ , -- -- _ _ __ ___ ___ -_ -- - ,,.,_ _ _ 4 __ - - - -- __ __ ._ , _. . _ ., 1____ _ _ � -,.. - 317.62 _ P �� _ 84.93 t' 8 PVC ®0:56 - , "- . -' _ -_ , _ __. _ _ _ -._ , , __ , _ .. _, _ . _ i _ _ ^ - -_- _________ _ , , - _ - ___,_. _,__ _ __- -•_ -_ ..__ ____ __ ____ t�iij __ ____ --. ___ __._..___„ _ ,.____ -_ __,.__- ___. ^__ _ _ ________ -- 8 - PVC -0-22976- - - ___ _, _ __ _-. ___ ... . . . ^ .__ __ _ _ ..._ _____..____ _.._._.___ _ _ _ _ -__. _ . _.____ ____ ,_ . .. ~o . _�-_ _ r- _ ►- _ _____�- - -- __ �_ _ -__ .. _. ___,_ _ ,___ . _ , ___ _ _ -- ___ .__ ____ __, . _- __ -_,_ .___ --- -- 11796-- -- -_ -- - -- __ -, ,. __- -- __ -- ^. _ _ _ ,. , €__ _ _ -_« _ _ ___ -_ - -_,__ ___ _ _ .___, _ . _ ___ _ _ __ , _ -- _ ._ _ _- _ _ _ _ I __ -J -,� ° , _ o __ . _ O o � _ - - - -- - - - -- -- - -- - - r .,_ , ___ _ __ ___ _ _,___ -_ -- - _.,________ _ - -_ -- _... -. ^__ . _,- ,.___._ -7-- __ _ STORM - SEW. - - - -__, __ _ ____ _ _ ______._ „ -__ 967• , _ . _________ _ ; .,___,______,___ , __ __ ___ - _ --- -- _ _ _ __. _- ,_ l ___, _. _ . _ _- _ -_ _._ __, _ _. _- ___,__ _ , _,- r„ � sxi _ - _ -. . .� 12-- __ _, ,,; _ .,,•- _ - - -- -- _ - -- . _ .. __. . , _ _ „_ _ ..._, _ , �.�� ___ ,__ _ __ -_ _. __ . __. _- - ________.. _.. __, .,...___ _____ _ ._ - -- _ _ _ ,____ _ - - , - € , - _ -- �- _ :__ _ - __ __.__ __,_- -- - 8 »- DIP- WATERLIaE _ __ __ _ __ ___ ______ ___ . _ _ a _,,_._ _ _ _ 66__ - . _ ____ .__- ____�. _ -_- -- _______,,,__ „_ .__ _______u,_ ___.___- ,_ ,_ _ . - -__ _, .__ _ _ ___,__ J J J J J J J , ___. _ _,- ___ _ __ , _ -_ _, ....- - _ _ �. -i -_ ___ ._- _._ -_____ . _ _- __, -. _ _ _ _ INV. 489 �-2- ___ __._ ___ .. �, � _ _ _,. __ ___, . _ -- .. _.__ _ , ___ _ _ __..______. _.____ INV. =' '452.89 -- --- ,_.,._. «,_- V _ . », __.4.13' ,8__�� __._ .___ _ __,__. _-- .--- - -__ -_ ____ _ �, __ _ _._______,_____.,._ ,__ -- - - - -� ^ - _ _. __# _ _, . _ ___ -__ _ _ __ _..___,.,,.._ _ _,____ _, ... ___ . ,_ _ . ____,. _ _ -_ _.,,__ _ ,,. , _ _ - - -- -- , „_ _ . ___ , _ _ -_ - -- .��m. _ _ _ _ .__. _, ____ __ -_., _ _. _. _ _ __ _ __ _ ___ _ __ __ _ __.___. _ ,___ -- -- _ - - ____ -- -__ _, _,. _ , - - - -- - - - - -'►-� - ^^ `— 8” PVC' �0:54�:- -_._ __ __ _.;,,�_ -.__ __,.. ____,___ _, .____ ._ ______ -_� _ __.__,_,_ _,____, _.._.,.� _ -___ _,,,�_ _ ._ __.« _______, ._ ___;,______._... _ . _ _ -_ . __. ___Q . _ __I _ „ _ _, __, ._._. _ _ m_._,_ _ _ ___ _ __ _. _ . .. ..... ....... __. ____,__. . __ . - _ ___�, _ _,_ -_ _ __. _ _, . - __ _- ._. _ ,__ .._ „ . .- - -- „,_... _ __ -� . ____,- _ - - ___ -__ __,_._ _ __ __ _ __ -__ .._ __ - - ___ -- __ _ -_ _ _._ ... . - _. -___ _,._ _____ _ - _ __69.64_ _ ,., _ __._ _____ __--- ______ _ -- >e - - -_- - -_- ' -- __.,____ _. __,_____. ___ -- _ - ____ -- - -_ _ _ _____ _ __ _ __ _ _. _ -_ _ -- _ -- -- _ - -- - -- -__, -_ _ _.__ __ ,._ -- -- _ -- __ . __ _ __, _.,_.,___, ,_ , ., , _,_ „ ._..- _.._ . _ __ ..__ . __ ..__.., _ . _- - __ -- _ _ _ , , . _._ _.____ ____ _ _ _. _ _ -_. _ ___ _�_ cc cc ; CC , t Co _ R P� _ _ _ -- _ -- _ _ __ - ,tom c- ,_ . __ 9� _ I ------ __.,..,,_._____ -_ oz Z- __ -- - _, _.,_.___--- ;__ - -__ __.!ro_?_ _ __ - _____,__ __,__ ._._ ___rt o- ?. - -__ __------ __ - - -- _ _►n,o_ _?___.____. _____,._____,___ ;____._________ ,__ __ _____ -- -il, o?____,,,_ __ ,_ -� -- _ -- -__. __ __,_ _____ _ I! o_z- _________ _ ___:1_-:-- _____ _ ____ ______ __ _______ _ _ - ,_ -__ - _ _ _ __._,!! o_z ___ „_..__- .1 -,_ -.. __ ._ __ __.__._ - r� � -- _ -_ -- __- __- - _ -_ . (n,' a_. __ ___ -__ __ _ __._. -- - ._-- •_ - - - -- _ __ -- _ -_ -- - - - -- __ _ : :- cam? _ _ _ - - __ _____ ---- _______ _ _ _ cn_. -__ _ __ ____ _ _ __ __ __ ___ _ __ __ __ -_._ __ _ _ _ -___ -__ __ ._ _ ' - s” DIP - WaTERUa> =_ _ _ - - - _- ; - - - - - - , - - - - - - -- _ - STA. =0 +28.93 - - - - - - - -- - - -- - - - - - - - -- - - -- - -_ - - - -• 120. 0' � _g "- PV ®2.787. - - -- -- - - - -- - - ` _ - - - -1.5' MIN, ' - - -- 1' MIN. - -- - - - - - - • . -- "PVC ®1.377 -- - - - - - - - - - - - -- - - , - - - - - - - - - - M_ 18" HOPE STORM SEYV. . _ - -� -- - cv N -- � - -- c�v - - - - - - - - - �3 - STA. =0 +59:41 - - -- - ... __ M = _ , ' W N N - -- - - . _ -to � r - ___- - - - p - - -- - -- - -- - -- _ -_ -_- - � -. ' - -- -- _ -u - - :. --- r..•- "- ---�'' N 2 2 2 � Z Z ! Z 50 0 +00 1 +00 2 +00 r� � -- _ -_ -- __- __- - _ -_ . (n,' a_. __ ___ -__ __ _ __._. -- - ._-- •_ - - - -- _ __ -- _ -_ -- - - - -- __ _ : :- cam? _ _ _ - - __ _____ ---- _______ _ _ _ cn_. -__ _ __ ____ _ _ __ __ __ ___ _ __ __ __ -_._ __ _ _ _ -___ -__ __ ._ _ ' _ , ' ' ___ ___ _- -- ____.__ _ . ____ -- _ -_ -_- - _ _ � -. - -Proposed-Grade _, --. _ _ -u - - :. --- r..•- "- ---�'' _ , - "DIP-- - - -� -�.6 07• - - -T - - -- - - - - - -- - - - -- • - - -- - - - -- ___ - - - - _- - - - - - - -- - - - -- -- - - - - . - _ - _ .. _, .. i . _ WATEf�UN -_..� �. _ --- - _. _ . - -- _ _. - - - - - - : - - -_ _- - - . --- --- g" _PVC - i10__- ------I-- - :. :� - -- -- _ � -_. - -sw_ - _ ___ _ _ _ __ ___ _ __ __.STA. =O- f�41:�- 5''T-. __ _ . _ _ _ _. __ _ ___ _ ,._ __ __ ; _ _ _ __ __ - ._ ____ _: _ _ __ - _ _ __. _ ___ __._ ___ - - -_ _ _ , __ _ _� _ __.�_.- -►° - - -- - - - ___ _ - _ _ ., .__ _.. ___ ___ ___ __ ________ __ __ ____ -- -- - -____ __ :__- INV. =48 .272 -__ .______ _ -_____ . - . ._. . _.. __ _ _ _ _ _- __,___ _ ._ . . __ __- _________ _ ____ -_ _ Q _, � __ � . __ _ -_ _ _ _ -_ _ __ -.. _ � -64.1 _� - - - - - -- -- -------- _ _- -. - -- ___ - -- -- _ _._ -__ __ _ _.._ - -_ _ _ _. ; _ _ �- -MIN. �_ - _1.1D.h3r T 8” PVC ®1.25x ._ _ _ .. _._ _ _ _ _ - _ -- --- _ -___- __ - -- _ -_ ,.__ -- -- _ - _ _ _. _ .- . _ -__ _ __ ._ -- -- _ _ ____ __ __ __________ ___. _ _ _ -- -- _ - _-- �_. _ _; -- : : :_ __ _ __ __ __ _ . ,, _ _ _ -- _ _ _ _ _ _ ___ _ _ ._ . _ _ . __ _ ___ rn - - - _ _ - - - - - � � - 4., -HOPE STORM SEW. - - - �s - � - - - _� - -- � -_- -- o � -- - � -- - - • - - - -- _ - - - - - � � - - STA: =O-i -21.66 - - _ oo - , N _ _ - _ _ - - - - - _ - - - - _ - - -- - - - - - - - - � - - - - • INV. =4f�6.267 - - - - J -- - I.- - - � - • - - ..� - - - -- - - - � -- - - - - - - - - - � �- J - - - - - - -- - -: o "_ � _ - CQmpacte� Fill (Typ.)* N M -- - - - t - ° - - -- - - - - - O�v + -- -- -- - - -- - -- (O - �� - - - - - -- - u - - - - �- ¢ ¢ ¢ - -- � � c�0 � - - - � � � - - _ _ Wit- `} - - -- --- _. - - -- - - - _II p z z - - i - - - If ©Z - - -: - -II OO Z - - -- - - t- - - - Il z - - _ - - ll Q - - - 5Q 0 +00 1 +00 2 +00 3 +00 4 +00 : - :!I �� , - -__ ,._..__ ____:� __ - ____ -- I 30 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 HORIZ. SCALE: I"=30' b VERT. SCALE: C-10' LO 445 440 435 430 425 420 415 410 405 400 395 39C 385 38C Outlet F 375 37C 365 -0 485 7A 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 7 (2) (4) US \ IN 7A (�) (y) 10 .I .I 12 .1 11W C5I 13 r,I rnl 14 445 440 435 430 425 420 415 410 405 400 395 390 385 380 375 370 365 �- c•, 'my 3 b C r to LO CO - K �M� 0 ■ �. C � s — U o0 00 U1 c pry �, 4 N J p _+ I �J NJ J m M—, e`' M J M lal MIC MYERS Li , o. 33028 7 � �ssIONAL u - -it ! rr M ^ ^ �' 5 - _ B i o_ t o rmj n -- n p I G] - - - � a - - a_ � n II N O Q I- p- F5 N t II i7 - - ° • - 1 I U c — 1 - - - - -- A 3-1 - - - - - - -- - -- -- - - - , - - -- - - - - -- ' - - - -- - -- - - ' -- - - - - - - - - � 8" DIP -- WATERLINE - - - -- rill - -- - - - - -- - - - - - - -- - - - - - • 4 w z - STA. =7 +i2.8i ,- c� w - I ._ . c c 0 O MIN. rZI Lb Q ° O i` 1 U U U A 32' 2 „H E 8 8 U LU z C4 07 J LL r f r ' ; — — 24” ® 5' HDPE .16 • _ r O Proposed Grade W _ a W ' [Existing Grade H Q H C) E-1^ fir.✓ p 4» 240 .257 -- DPE 2 -` �• � — I I DOM. PROJECT NO:12,006 INDEX TITLE: SP26 SHEET NO: 27 OF 48 DATE: 04/20/13 '- 2 I _ f �7z 8 47. DPE "H 3 - -- -' Existing G -Proposed e - Grad ( ° z f QP� r Coln act d Fiil T E _ 1 94 " _ Z V) - -STA 1 +78.9 ,r - .t . " 8 PVC SAN. EWER INV.= 446,64 . V3 z INV - 3 4 .33 - 12 - t I { -- `42.64' - 36" -- - - -- - - - DP_ E 0 0.9131Y.- - = - - -� 31) E® r - - - -� - - - -- - - - - - - - 14277 -- .157. __ - - - r - - - _ - -- - - - - - - - -- - - -- - - - - - " - 86.36' - 3U" HDPE 1.327. - ` O'er � _ _.{ .G 0(0 i y^.� _ V Sir t� �� (�j �� _ O --- ---� Al. + i - t C t P Concrete - 8 PVC SAM. SLWE �U� - �vtly - r " ' - - - ' - EXIST 8"!1-PVC- SAW SEWER r . < `� �r INV. 387.60 tsj��t<v •. 4 u`�i OD tC7 (0 tr) to N (O. Cfl '• rQ I M N 00 '' N t! d �- 8" RIP WATERLINE (f) (O CV N - - -R - - STA. =i +82.79 M to L6 t� M - LL� Q5 Co d N N mot, �t a f d II�_-_._----____-_______---._...—_._____________ [I M � lfi ;-._____._.- -_- ---_ -__.__ _. ______ ---_a' to to IL._ _;- _ < _.. ._- -' - _ _ _ •- t ction O cr INV. =388.57 t0 _ -- d -- -- _ _.. _tj _ of w - - - ` - �..___.___. ._..{._II_..__- - - - ___ -_ ---- -fh__- C_ a U_ I L �.. r �v r .-__ _ _ ._ __ _ I__ _ ____ -.__ f- � _______ _ _.- ___ _ _v__ _ _ _�_- _-_ -___- -__ _ __ _. -_._ ___ . _. __-__ - -- •.- --_ -F - _ _ _ _ _ Ib � -. Z F' ZZ.Z Z _ � ZZ N M..v .MN 35 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 00 "' �..� ^ - i My t0 t'.)�.. M c� �? - ao 0 ' r cx7 00 C? 00 ati of tl) � M M N CS � � �t cad { � uj S{ 00 d `} !� N In} tt7 �f uS. u� rj N7 t°0.� ►� M M N7 M U + Oai It M ,_ + O C) It It + II dt - '- + N t! A + Q N it - - - - - - It z t( ©z _ _ I( pz ljz2 t Q? Il -©zZ Il p? 11 ©ziZ ' r> r» 2z E-» �'zzz V)— -- V) >F' zz }-zzz V) f-zz V)_ i-z_zz V1 V12 N VzZ 1 -- -- - -- 25 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 (�) (y) 10 .I .I 12 .1 11W C5I 13 r,I rnl 14 445 440 435 430 425 420 415 410 405 400 395 390 385 380 375 370 365 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 VDAOT 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' cc 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, 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. 485 480 475 470 465 460 455 450 445 440 435 430 J 425 420 415 410 Storm Sewer Notes: Minimum Cover 2' Minimum Seperations, Waterline: 1' Sanitary Sewer- 1' 'my 3 bo- C Q 0i Gj r-� K �M� 0 ■ �. C � s — U E c 0 W I A-- J m 4 e`' M J lal MIC MYERS Li , o. 33028 7 � �ssIONAL A ^ ^ �' 5 - _ B M U rmj it ' k It �! ; 0 Y II N U w p N t II i7 11 ° 1 I U c — 1 m A 3-1 m 4 w z c� w n c c 0 O rZI Lb Q ° O i` 1 U U U A 32' 2 „H E 8 8 U LU z C4 07 J LL r f r ' ; — — 24” ® 5' HDPE .16 • r O Proposed Grade W - a W H Q H C) E-1^ fir.✓ p 4» 240 .257 -- DPE 2 -` �• � I DOM. PROJECT NO:12,006 INDEX TITLE: SP26 SHEET NO: 27 OF 48 DATE: 04/20/13 '- I _ f �7z 8 47. DPE "H 3 _ _ _ Existing G de ° z f QP� r Coln act d Fiil T E _ 1 94 " _ Z V) - -STA 1 +78.9 ,r - .t . " 8 PVC SAN. EWER INV.= 446,64 . V3 z INV - 3 4 .33 - 12 - t I { g ` O'er • _ _.{ .G 0(0 i y^.� _ V Sir t� �� (�j �� _ O Al. + i - t �U� �vtly ��.�i� tsj��t<v OD tC7 (0 tr) to N (O. Cfl `- p> r ' _ p _ Q M N OD d Op 00 t! d �- cl d (f) (O CV N O •- •- `d r to u% *^ M to L6 t� M - LL� Q5 Co d N N mot, �t a Y :.___.._v._.}. d II�_-_._----____-_______---._...—_._____________ [I M � lfi ;-._____._.- -_- ---_ -__.__ _. ______ ---_a' to to IL._ _;- _ < _.. ._- -' - _ _ _ •- _ _ -_ -- _ _ --_- -- --_ _ _ -- _ -- _ _ JL___. - � -___ -. -_ ____ _._ _ _ �.I� t0 _ -- d -- -- _ _.. _tj �..___.___. ._..{._II_..__- .______.._._..__ ___ -_ ---- -fh__- _ _ -_ _ ... _ _. _ ___- _-__ , . __ _ _ _ _ _ - ._ _ z _ - _.. __ _ ___ -_ _ -_ __ _ _ _ __. _ _ - -_ __.________ -_ ____ __ __ _ ._____ _ .._. v _- �. __ _�____ _________ _ ____ _ -- ___ -__ __ _ _____ _ _ 2i z ll �_ It _- - z __u a ___..______ . z O.z z_- - - ------- © _ Ir _ v z= .. __.. _—_ __ _—_ _ _ _z___ _. _ .-__ _ _ ._ __ _ I__ _ ____ -.__ f- � _______ _ _.- ___ _ _v__ _ _ _�_- _-_ -___- -__ _ __ _. -_._ ___ . _. __-__ - -- •.- --_ -F - _ _ _ _ _ Ib � -. Z F' ZZ.Z Z _ � ZZ N Z�_. Z ipl-z 35 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 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 VDAOT 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' cc 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, 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. 485 480 475 470 465 460 455 450 445 440 435 430 J 425 420 415 410 Storm Sewer Notes: Minimum Cover 2' Minimum Seperations, Waterline: 1' Sanitary Sewer- 1' 'my 3 C Q 0i Gj r-� �M� 0 ■ �. C � s — U E c 0 W I A-- m 4 e`' tiT MIC MYERS Li , o. 33028 7 � �ssIONAL A } m 0 Y U w v ° O U c m A 3-1 m 4 w z c� w c c 0 O rZI Lb Q ° O 15 1 U U U A 8 8 U LU z C4 07 J LL O W � a W H Q H C) E-1^ fir.✓ p W W DOM. PROJECT NO:12,006 INDEX TITLE: SP26 SHEET NO: 27 OF 48 DATE: 04/20/13 HORTZ. SCALE; 1 " =30' �e a p N — — U VERT. SCALE• 1' =10 510 14 15 16 17 18 19 20 21 22 23 24 25 26 510 C > Z 2 a . L n ci r` r- G 6) 07 E ��v<r°a W UjVmV� 505 505 .Q 500 500 •� .0) © W 495 Q �_ 7.487 N 490 490 h 485 485 0 p ac Ac 480 480 4 e`' 475 475 Ati T 470 470 a�� t� 465 465 MIC RS Lic. 0.33028 460 460 �o� 7_ "1� (` �� I 455 ��s j CNA L �� 455 450 450 M m 445 nw 445 Y 15 w 6 540 26 27 28 29 30 31 32 33 540 ZU" ° �� CJ i 535 535 a 530 530 525 525 d w 520 520 w a 515 515 A �r r- •-+ o 0 0 510 510 ui 505 505 z "' 500 O o 500 co 495 495 A 0 0 0 490 490 485 485 4 480 480 r� LL 475 475 23 `11 550 33 34 35 550 425 6 6A 12 12A L_ E-+ 475 11 11A 47 480 I � 545 545 410 4 4A 420 460 8 8A 475 O 470 U W 540 405 415 455 470 r_ � 540 �, 465 535 535 400 410 450 2g 465 �-+ Ate'' 460 530 530 395 405 445 TERLINE 27 41' - 15460 � W 5.31 455 Grade I ATERILNE 05 ATERLINE ATEE2LII�IE U 525 525 390 400 25.31 440 2.24 455 22.21 30. 59 CP ®0.697 450 .61 .91 I ----i r--a �' 520 520 385 395 435 450 �H E RLINE -� 6 445 U Q 515 515 380 390 430 445 U) 440 `�+ -+ 510 510 375 385 425 440 Iii 435 „� 505 505 370 380 420 435 �' w 31 -0 -0 _0 430 -0 z -0 DOM. PROJECT NO:12,006 * 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 & INDEX TITLE: embankment material shall consist predominantly of soil & be placed in successive uniform Notes. layers not more that 8" thickness before compaction in placement of fill, contractor shall 1. Inlet shaping (IS -1) shall be provided for Storm Sewer Notes excavate recently laid fill and install compacted VDAOT std. 21A stone in an 8'X8' o.c. all structures with a 4' or greater drop. Minimum Cover• 2' compacted 21A area centered on the inlet Contractor shall repeat this operation until an 2. Saftely slabs (SL -1) shall be provided for al! Minimum Seperations 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the structures taller than 12' Waterline: 1' SHEET NO: 28 OF 48 proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT 3 ST -1 steps shall be provided for all structures Sanitary Sewer 1' �� ``�� w/ fill compaction results prior to road acceptance, with a 4 depth or greater. v� �� DATE: 04/20/13 - .- � - � � j ___ _____. _ -- _ -__ _ mot' ._ _ _.. _ _. � z I - z z z ''� -_ - - - -- _ m _ _._ _ N � - - { � � --- - J ^ _:! - _ _ � -� - __ t -- _ rr, J - - - ^ � + - - s -� � - - � J � - --- - - i- r r - C71 "'"� - - -- - - .mod. � - -� � < - C�•� ---� - - - - - - ` _ - - - - -- "�- - - -- Ir w - - II M - - - - tl dam., - - - rr l - , - - _ - - - - -- - -- - - ., it - -- - � - � _i ` - j� MlN. j? - ,- -ii '? - -; - - rt �_ - fl - - - -- nit____..___ � vu �- � o- 4 Q - , NN - - - - - - 30.88' -� � 15" HDPE (� 0.5ox _ - _ _ _ -: _ _ -- 8" DIP WATERL _STA. =�3�-99.3 -! -� -- - - - -- - _ ,��. - - � lNV. =524.28 - - OOrAO- - it ©zz- _ Ii o -- -- - - - -- v��??- -- + {tom - - - - -- - - -- - - - et U`n � tt __ - - ,n z2 s s s s s �z ` 50 32 +00 33 +00 f 8" -DIP WLITERL E ° - - - � -- - -•- - r - - -- i - - - - - � , - - .- STA.- 22- �6fl.89 i ' ».�„ ..._ +�„ yr. " �, ..« r _ /- Q •_ _� —Z -i — � Q � i r ,_ ` - - - - - - - - - - - - -• - - - - - - - - - - - l - - f : -- -- - _ : �.. r "� r - - - : � � - - - - ; - 3 - - "- - - � ".- � :- - - 3 - - :- - - - R� - - - -- - - - - - - � 18" HQ - _ .407. - :._ - - - j E ®3 - . - - - - - 3 - 1,42' - 18" HDPE - -- - , . _ .r- 109.51 - -- -- — -- - � � . . ._ *�;, - - - � - -. _ _._._ _..________- _ -_ __ _._ _ ___ _ _ _ . _ _ . � _ ___ _ _ _ _ __,_ __ _____» __�,_1�8, ,_ }5n -HDRE x_2.157. _ .__.. _ _ -- � - - - - ;� - _._ -, , - - - -- - - - - _ - __ -_ __ _ ,_ . _- - _ _ � - - -- - - -- - - _ -- _ i _ - -- -i- - a97. - - � 6' , _ , -- - - - - - - ` -" - - - - ___- _ .- STA 3-17.12 - . - � - � - -- - � - -- - - - - - - - -- ��, �- � - - - - - - - - - - - - - - -- - � - - - � _ 18 PE Hp - • -- 8 "- PVG -SAN, - 52.0 WER _ _ - 18'! PE MD_ .sir - - - INV - -- •- 95,26 -- - - - Glade -� - -- - - - t - - -- -- ' __I - - - - - • _ � _� - - - - _ � - - -- - - - - - -- - - - - -- - - - r -� '� - - - S _ - � TA. -19 +14.19 - - ae f P Gr d __- - - - _ - , - __" _ - - _ _ _ _ - - - - - - ' _ " Ht?PE � -3 787 _ _ _ _ _ - - - - lNV, =4.7,98 - _ _ _ - -- -- - -- -- - - -- - _ - _ - - - -- _ - - , to - - _ - � -- - -- � __ - �-- r-�_ _- - - opo ed r s ,_ !NV 478 32 _�_ � � _ __ -_. _ - - -j_ .33'- 126 1 ' - � - - -- f -- � f:: -- - - -- - 115.60 f � -' - -- - - - - - -- -I -- - - - -- - - " � -5;147 , f - - "� HDPE -� 3.427 _ �3� �� __-� % �-' fp - � i- � a 4 ___«.. «_.____ _ _ , ». _ _ _ - � 2.027 l 56.75' _ _ ' -? - - q 29.98' " 9! - - - -� - -.cn - cn ,_- a _ i ! i f - l _ -___ _ � _ _ . _ _ . ___ - - - - - - - - - - - - - - -- - - __z. -- _ - _ _- _. V " L 110.63' �-_ HDPE . � � f _ -'" � 8" DIP WATERLINE _ _ E _ _ _ _ i - _ , _ _ - - i _ _ - _ - - _ _ . _ _ _ _ - _- - _ _ 1 •-_ _ - _ __ - --• _ _ _ _ � - - - : - - � : ____ _ __ ._._ _____ __- ____._ «_ - - - - - -- 192.62 i•.Q „ - _ � -- - - - - 47� 85 - I� _. - - _ _ '-a^0 - - - - C7f OQ0 - - ; -- - - - ' - - - - - - � - - - --_ ' :.- .r- _ ,r, � - - -- t3 P - ? C SAN•: SEINER - � M ... �- - - -- - - • - - .-- � � _ . _ : _ _ - i __ _____STA.- N N - - - - - - N-- - - _ - N - AIM ; -N - � o o IKV.- 64.4$ - -- - -- _ - - -- o - - - - - - - _ ._ - _ � c°�� - - -- - - - -- -- _______ a _ -. � ____ ______. _ ___.. __ - _ _ - � , _ ___» ___ 504:85_____.__,_ _ __ , __M __._ , _ _ ___ ._ ____ . , _ - -- - -- - � -; _ _ _ _..._ _. , __ -�- -” . __ - _ a _ .._._.__ ___ _,_ »__ ._ _ _. __ . __.___.__ ___., __ __ __ _ _ - _ _ ___ «. .__... ____ w -- - - _ _ _� Fifl T * � a..�y - - - - - � - ` - � -- - - __ - - - - - __ _ _______ __ _ ___ _ _____ , ___ . _.. _ -- _ ,_ _ - __ . INV.= 49- 7 -.12- - _ _ _; _ _ _ - - - - -- - - - -- - ._- __ __ _ _ __ _ _ _. ____ r- - -._» _ _ _.____ -- - ._ _ _. _._ _____ d1D0 _ _ ^ w.:__ _ :M : : »: -� � - N N O � _ d' ttf IC�QQOQ _ - _ - C° m acted - - - -s - O � -N4�J_ __ - -_ - - I��Q __ __ _ r ��-- - -- - ,�. 0O - - �-h �r0 - � rte- - - - -- - - -- aj - � - ��p -- - - d- - - - - - o ca00 � - - -- - - �h - - - � -- �� - - - - `_t ^ ��' -- ¢ '�' '�' ��'`� -- ^ � rn` �O `r rn >I` Sri rn - - - - - - N � r; l� � r; d co - - - � 4 - - � d� n - M d- � -Y - - - �p � � � _ rn -- - C3 rn oMi _ _ . + � � --- - - -� d' d' � � !I � � � t) � tr � � - - - - - 4 . p rr � - _ u � � - - -- - N tr � --- - - 1e it � M it �`� -- - M t� � 11 -- - - .- i u _. 11 - �-- -- - 1.,'� rl� - __ 0�(1 __ _� n z z : - - - - - -- -- - -- ; - - -it- ©z_z n ©z - - 11 a ? -- -- - u o z z - : � - - _ " - - - It ©z_ - - - - it ©? i - - - -- - - ' - - n � ? -- - - - - ii- 4 ? � - - - -- - - - . u ©? - - - - - -- - tt � z _ _ n a z z _ _it ca z - Q }y-y --- - - Q > >> >> _ `- Qty -- - - � > >> - _ . h >> � >> - - - -- - - - b- >> --- -- - - - -� > >> -- - - - - - - -� >> - -- F-. >> - _ I'_Q„ >7> � >> h - - ~'?.F - - - - --• - Z Z - - - - Z-Z Z Z r � Z Z N Z Z � - - - � Z Z � Z Z � z Z Z - � Z Z --� Z -Z Z - ---- - --- - - Z-Z Z - - Z Z Z Vy ? � � 35 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 .- � - � � j ___ _____. _ -- _ -__ _ mot' ._ _ _.. _ _. � z I - z z z ''� -_ - - - -- _ m _ _._ Existin Grade -- °' -» , _._ 68.'.� ='15" HDpE= �119� T. _.__ - - -.. _ Propose -- Grade =_ _._ ____ '_- �t5. "�I3GP� _ rr, I Grade ^-- M - ^ --�^ � _ _ :T ;- / ,- - ._ :1' .MIN. _ -� - Y t_xistirig-Grade _ _� � � ,_ . _ - -_ _____ __ _ ___ _ _ ___ _ _. ___ _ __ _ _. _ » ___ _ _. _.._ - roposed "Grade Pro os - Grade - ' - - - _ _� � _ —.._ _ _____ _ _ - -- _ --- - ._. _ ____- __.__._ __ M_,,�.�,__.___ _ __ _ �_. ____ __.. -INV. =387 42 ' = -15 "- REP - _ - - �4 �_w _ -iNV. =403 }Og:69' - 15" HDPE � 0.50?: - _- - -1' MlN. 445 " -- o nit____..___ � vu �- � o- 4 Q - I� NN - - - - - - 30.88' -� � 15" HDPE (� 0.5ox _ - _ _ _ -: _ _ -- 8" DIP WATERL _STA. =�3�-99.3 -- _ - _ _ _ ,� - - - - - - -- - - : - - - - �: ,��. - - � lNV. =524.28 - OOrAO- - it ©zz- _ Ii o -- -- - - - -- v��??- -- + {tom - - - - -- - - -- - - - et U`n � tt __ - - ,n z2 Nzz �z 50 32 +00 33 +00 , .- i i ' ».�„ ..._ +�„ yr. " �, ..« r _ /- Q •_ _� —Z -i — � Q � i r , - -- -- — -- - � � . . ._ *�;, »•. _P - roposed_ Grade- - -. _ _._._ _..________- _ -_ __ _._ _ ___ _ _ _ . _ _ . � _ ___ _ _ _ _ __,_ __ _____» __�,_1�8, ,_ }5n -HDRE x_2.157. _ .__.. _ _ -- , _ _ __. ___ _ __ _ ,_ . _- - _ _ __ . - -Exl"� -ding � - � __ - _ � __ _ Glade -� - -- - - - __I 3 9 _o __ - -15 HDP _�_ � � _ __ -_. _ . _ _ __� - __ � f:: -- - 115.60 � - - "� HDPE -� 3.427 - c; �� __-� % �-' - �_ - � i- � a ___«.. «_.____ _ _ , ». __ __ _ __ __ ._ .121.1_ _ _____ _. __ _ _ - - - - -? __. _- -T-�. - - -� - -.cn - cn ,_- a __z. , ____ _ __ ._._ _____ __- ____._ «_ - - - - - -- 192.62 __ ___________ _.__._ ___ .;-. :.- ;�.__._ - ._. -- __,__- • -_ -_ -- - -- ________ __ _____ ..__ _ ,___ __. _____- ____ -_ � " -_MlN, ___________ .____,___ �. T�59 «- _1'$ ».HI)P�_�1,07_____._, __ _____STA.- 25- k90.89.,_ _,_:_.____ .___ __.___________,,. __.__._._ _ _�____ ._ ______�_a_,,, _ » - - -__ ___;,�, _,;�.___.. __, ..___. »____ __ __ ___ -- _ __ Cariapa�t __ *_____ � Fil[~_�Typ .. »___ -_ _., _ _ __,_ - .___ .____ _._.. » ._._ ,_ _ _ _ ._ , ___- _.______. __..__ _ _» _______ __ _ _____�______.___ _ ._ - _ --- _______ _ -____ ---- -_.._» ___._ __.___ _.__ _ __ _._ __ „_ ___. »» __ __ _ _,_ _ ___ __ _ -_ -$- PVC - -S ___________ _____ ___ ___ ____ _.___ ___ ._ N.- S €WER - -__ __ _____._____ __ _ _ __ __ ____ _._ ____ ______. _ ___.. __ - _ _ - __ -lNV.= _- _ , _ ___» ___ 504:85_____.__,_ _ __ , __M __._ , _ _ ___ ._ ____ . , _ - -- - -- - -_ -_ _ _ __ .__ _ . _ ._ _ _ _ _ _..._ _. , __ -�- -” . __ - _ _. ».. -_ _ .._._.__ ___ _,_ »__ ._ _ _. __ . __.___.__ ___., __ __ __ _ _ _ -- _ _ -- _ __.. _ _ ._ »_ -- _ _ _ _ - ». ____. - -_ -_ . _ _ ___ «. .__... ____ . .__, __, - -_- _ -- -- "_ -_ -- _ _ -- _ _ "_ __ __ -_ , ___ »__ __.____ __ __.�__ . __ ___._____ -___ ___ _--- __...__ _ __.__ ___ _ _._ . _____ ___ __. .. »_ ___ ____ _ _ __ _ __ - -_ -, ___ ._ _ ________ - - -- - - __ _ . __ _ _ . ___. _ .__ ____- - __ .________ __ _ _______ __ _ ___ _ _____ , ___ . _.. _ -- _ ,_ _ - __ . INV.= 49- 7 -.12- _ ._ _. -___ � - - - - -- - - - -- - ._- __ __ _ _ __ _ _ _. ____ _ - -- - - -__ _ ._ ._ -- - -._» _ _ _.____ -- - ._ _ _. _._ _____ ___ _ - -- _,.___ _ _ _.._ - _ „^T _ _ ^ w.:__ _ :M : : »: -� � - _= _ : : -_- :_.: � _ __ � - - - - :.: � . � , _ : _._, _ _ __ __ :__ _ , -- - -.- -_ - - _ .__ _ - -- _ _ __ :_- _ _ __ __ _ _ _ _ _ _ __ __ __ _ «. _ _ _ _ ____ __.__.« . _ .___ f _ __ _ _._ , ____ ______ _ _ __ . ___ _.___ _._._ _ ____.._,___ _____ __ _ ____- _ --__«..,_ ____ ____..__.. ___.________, *-_S�?_Q _ _ _ N_I,!)_ »___ _ __ _ _ _ _ _ _ _ »__ __ ._ »,__ _ _ __ _ ._._ ___ _� �o ao 00 p__, __, _r . _.___... . » _ _ -- _ _ . - � .-• -cfl t0 O � O _ - � � ___ .- _ _ -_ __ _ __ __ ---- _.__ _ ___. _n- N9Q___ _ -- - �_i2?__ __. _ __ OOil)_ � „__,____ - _ -_ ___ ___.__ _ _ - ---__» ___ _ , . ___ _ __ - _____� �_pl_QI_. __ __ O O ___� �Oj-N _ _ _ ___ , ,-- -- -- __ _ _ «____ _- ___ __ _____ ___ -_ _ . _ _ _ _ ____.. __ . _ _ _ M .__ _,_ _. _ --i- � � _O __ .. _._ ___ _ -__ _.___ __. « ---� to •'”- _ ___ _ _ __ -__ __ » _ -._._ _ � + � � ,- . _ _ __ ___ _ . _, _ M M ._ _ __ ». __ __ , __ � �' � _„ -__._ ,_ _.________ _ -- .____. � ' __ .. ... _ »_ .__ __, _.__ »:__ -� � � _ _ _ . _._ _ __ � � _ _____ __ _ _ __ ___ ___ -_ _ ______. � _ _^ __ ___ ___ _ __ -�, �-O_--_______ . - -__. _ � ---__ _ ___ _ _ -_ ____._ __ » __ _ -,_ _ __ _ ___ _ ___._ _,_.___ __ ,_ . _ _ _________ _ _ ___ ___ -. __ _ _____. -!- _ __ ._ -�tn "ur ___ -1= __O _ .. __ __ u� -� • _ -- -_ -- _ -___h 1L_ -_ ._; _ ___ _____ ___ „ _ __._ . __„ _ _. __, ___ _.___ _ _ ,_ _ ,a3 !I _ »» _ _._ _ __ _ __ _ _ _ _. _,_ _ _ __ ii_ __ � -- ____. »__,_______ _ _ __ __ _ _-- _ _ _ - -- -- __ -___ _ ._____ _ 0 U __- ___.__. _ ___ _ __ _ -_ __--_ -..- -- __,_ :» 11_x__ ._ _ __ , «___ ____ ___ . ____ __,_ ___________ _ ___.. ___ _ _ ._ -_ --_,_-- ____.___ _ 0 -- -- - -.__ __,.._ , __ �_ _._ _- _ -- -_-- -- ._._ _ __._ _ ____ __ _ ._ __ ____ ____ _ ____ ____ _Il o_� z_ r__ ,__ _ .__ __ _ . _._ __ _ _ _ _ _. ._ _ __-,_. __. - -rll � Z Z "- - __._.. _ _ __ _ __ ___ _ __. _ _� � Z _,___..___ ____ __.__ _ __. _ ___._ ___ _ _.__ - -- -- -- "I{ � Z Z___ _, _ . _ » _, _ _ __.__ ._ - ___ -- _ -__.._ _ it 3- - -- -- _� Z- Z- ----__ ___ _ __ ____._ - -- _ _» _ _ _ __; ___ _____ _ __ _ ___ _.____» . _, _ _ _ ___-- - - -___ ____ _ _ ___ __, -- .__ ___._� ��__ _ _ � Z Z- _ - --- -_ ___ _ _ _ ._ __,_.. -__,.- - - .. __._ _ _ _ - _ _ __ _____ � Z.� Z •..__ „ __ ...__ _._ _ __ _____, __ __ _ . __ ._ _____ __ _.._.. � Z � � - _ . - -_ _ - --._ _ __ ._- -- - - » «, N z � ;- -. _______. _ __, __ ___, _ , , _ _ »" ._ ______,.__ ,___ � Z_.�-Z --____ ___ ______.-- _- ,. _ ___.. ___ __ _ _.__ __..._ ---__�_ rZ - - - - 70 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 .- � - � � j ___ _____. _ -- _ -__ _ mot' ._ _ _.. _ _. � � ,tr I - Existing Grade - - , - -- - - 11- °�° a ''� -_ - - - -- _ m _ _._ Existin Grade -- °' -» , _._ 68.'.� ='15" HDpE= �119� T. _.__ - - -.. _ Propose -- Grade =_ _._ ____ '_- �t5. "�I3GP� _:_1�447� �- - - -. :- :Pro osed Grade ^-- M - ^ --�^ � _ _ :T ;- / ,- - ._ :1' .MIN. _ -� - Y t_xistirig-Grade _ _� � � ,_ . _ - -_ _____ __ _ ___ _ _ ___ _ _. ___ _ __ _ _. _ » ___ _ _. _.._ - roposed "Grade Pro os - Grade - ' - - - _ _� � _ —.._ _ _____ _ _ - -- _ --- - ._. _ ____- __.__._ __ M_,,�.�,__.___ _ __ _ �_. ____ __.. -INV. =387 42 ' = -15 "- REP - _ - - �4 �_w _ -iNV. =403 }Og:69' - 15" HDPE � 0.50?: - _- - -1' MlN. 445 " -- o nit____..___ � vu �- � o- 4 Q - I� NN - - - - - - 30.88' -� � 15" HDPE (� 0.5ox _ - -- - _ _ -: _ _ -- 8" DIP WATERL _STA. =�3�-99.3 -- _ - _ _ _ ,� - - - - - - -- - - : - - - - �: ,��. - - � lNV. =524.28 - OOrAO- - it ©zz- _ Ii o -- -- - - - -- v��??- -- + {tom - - - - -- - - -- - - - et U`n � tt __ - - ,n z2 Nzz �z 50 32 +00 33 +00 .- � - � � j ___ _____. _ -- _ -__ _ mot' ._ _ _.. _ _. � ,__ ____._ 11_ Sri_ . __ _ _ .._il � _ _ _ . ___._ _ _ _.� -- O� a _ m _ _._ Existin Grade -- °' -» , _._ 68.'.� ='15" HDpE= �119� T. _.__ - - -.. _ Propose -- Grade =_ _._ ____ '_- �t5. "�I3GP� _:_1�447� �- - - -. :- :Pro osed Grade ^-- M - ^ --�^ � _ _ :T ;- / ,- - ._ :1' .MIN. _ -� - Y t_xistirig-Grade _ _� � � ,_ . _ - -_ _____ __ _ ___ _ _ ___ _ _. ___ _ __ _ _. _ » ___ _ _. _.._ - roposed "Grade _ _ _ __ _ ___... _ _ _� � _ —.._ _ _____ _ _ - -- _ --- - - - STA. =0 +25:3 ._. _ ____- __.__._ __ M_,,�.�,__.___ _ __ _ �_. ____ __.. -INV. =387 42 ' = -15 "- REP - -OJ27- : -� �_: ;. �- �4 �_w _ -iNV. =403 4 5__ __ . - -- -- '-'- - 445 " -- o nit____..___ � vu �- � o- 4 Q - I� NN - _ _ M It � � -Mt^ _.__ _.____pMt._�Q moo____ _____„r, .�}. 30 0 +00 _ _ ________ .- � - � � j ___ _____. _ -- _ -__ _ mot' ._ _ _.. _ _. � ,__ ____._ 11_ Sri_ . __ _ _ .._il � _ _ _ . ___._ _ _ _.� -- O� a _ m _ _._ Existin Grade -- °' -» , _._ _ _ _ . _ _ _ _ _ _ - _ _ _. _ xis ing _ ra _ __________ '_- �t5. "�I3GP� _:_1�447� �- - - -. :- :Pro osed Grade ^-- M - ^ --�^ � _ _ :T ;- / ,- - ._ :1' .MIN. _ -� - - -_ " =0 +2 .. __ _ - _ _ ___ _ _. ___ _ __ _ _. _ » ___ _ _. _.._ - roposed "Grade . - T _ _ _ _ - __ - - - -1' MIN.,- - -- _._ u �.��_� :_� :: - -�.� m�T :� » -�� _ - _ 30.57' -__ 15 "'R ' = -15 "- REP - -OJ27- : -� �_: ;. �- �4 �_w _ -iNV. =403 4 5__ __ . - -- -- '-'- - 445 " � vu �- � o- 4 Q - I� NN - _ _ M It � � -Mt^ _.__ _.____pMt._�Q moo____ _____„r, .�}. _ _ ________ e— r -�p- - OOrAO- - it ©zz- _ Ii o -- -- - - - -- v��??- cn� 25 0 +00 30 25 0 +00 25 0 +00 .- � - � � j ___ _____. _ -- _ -__ _ mot' ._ _ _.. _ _. � ,__ ____._ 11_ Sri_ . __ _ _ .._il � _ _ _ . ___._ _ _ _.� -- O� a _ m _ _._ Existin Grade -- °' -» , _._ _ _ _ . _ _ _ _ _ _ - _ _ _. _ xis ing _ ra _ __________ '_- �t5. "�I3GP� _:_1�447� �- - - -. :- :Pro osed Grade ^-- M - ^ --�^ � _ _ :T ;- / ,- - ._ :1' .MIN. _ -� - - -_ " =0 +2 .. __ _ - _ _� __STA. {NV. =443, _ - lN� ='459 _ _ 4 _._ u �.��_� :_� :: _ �.. ^ ^- _'. _ __-_- _ _ - _ 30.57' -__ 15 "'R �4 4 5__ __ . - -- -- '-'- - 445 " � vu �- � o- 4 Q - I� NN - _ _ M It � � -Mt^ _.__ _.____pMt._�Q moo____ _____„r, .�}. _ _ ________ {lazz- 43 - it ©zz- _ Ii o -- -- - - - -- v��??- cn� 25 0 +00 30 25 0 +00 ,__ ____._ 11_ Sri_ . __ _ _ .._il � _ _ _ . ___._ _ Off- -- O� _ __ _ _ _ . _ _ _ _ _ _ - _ _ _. _ xis ing _ ra a __ __ _ . _ _ _._ _ '_- �t5. "�I3GP� _:_1�447� �- - - -. :- :Pro osed Grade ^-- M - ^ --�^ " / ,- _ Existing _ _ _ - - - -- - lN� ='459 N _ ._._ _ __. _ . . _._ __ _ , OINV: =455 �4 _ - -- -- '-'- - 445 " � vu �- � o- 4 Q - I� NN - _ _ M It � � -Mt^ - _ - _ +it.�� X11 -_ - {lazz- 43 - it ©zz- _ Ii o -- -- - - - -- v��??- cn� 25 0 +00 30 25 0 +00 Off- -- O� _ __ Pf0 05ed Gf e - - - - - - -c� 1.537 ._ _ - . i __ _ - " / ,- _ Existing _ _ _ - - - -- - lN� ='459 N .- _ M N t0 r _.- _ N I� _ - _ _ M It � � -Mt^ it - - {lazz- -__II© -- `- �zzz Nz- 25 0 +00 495 90 485 80 475 470 465 60 1435 425 420 415 410 -0 HORIZ. SCALE: 1"-30' VERT, SCALE: C-10' F l7e) l7R) PRIVATELY OWNED AND MAINTAINED STORM SEWER 7D 7E 7F 7G 7H 7J - -- - - - -- - t*- n - CCf Id: - ----- -- - - - -- O -- - LO Z ,<. --{ - i- O �_ Q - - -- - - - g Q �.k_ -__ L� -� __ _______________ -_ =_- � _ _ _ _ _ _ - -_ _ __ -_ _ ^ -57� W_ _�_ -_.- -_. -- -_t _ .� _-, _- _ _ __ -- __- ---- -. __ - �- � _< Q ________ _- _-- _______.. - - -_ C%A -- __________,____.___.__.-_.-_ _CC_1 - - � Z �_ - - C �-_ 0 Ey __ _ ____._.___ - M =r � ll -� _ -�- _..__ -- -- - - -- - - -t*1 - -- W " -- - ca- - r` - - � W _-_____-.______._____--___._- _____ __-.__ ______ -_- —_ ____- __- _______III_ __ - _- .__- _- _..___ ___.__ _ Q W __ry ___________ -_-__ _______- __ _.._ -__-__ ___ _ - _ ¢ - - (O � < ..i ___ _ ________.__ _ -_ . ____ -_ _.__.__ ____rL - _¢ a - -- - __ ___-_�_____ ___ ___ n - -- it Il i m z- _ - - - - -. _____.___ ___ - -- --- -____. __moo __ Ca ¢ p -_ 11 ____ _ -__ ___ _-_ __ M_N_ _ ___ _ 1 � o - tC>_ 5� Lj w - - - --- - - • II Q - - -- -- -- - - -- - >> >- �> -_ w - - -____ _...___________ tS w - - OO - • _._.-- _..____.____ -_ -_ - _- _- _.-_w_ _ Q F -_ -- It oQ -- -- }=h- �- - - - �t•- © - - -- - -- - --- - - IOI.- © f; - - - - - - - a o - - R- o _ _ __ s __ - --,----< oO na I.- s C] - _- _-____ _ __ -_ --___.___ __-.-_._ - _._______� __ . ___ _____._____ _.____Y O �- �- -__-- _._- ___ -__ _____- _.______ ____- _._- ____-_-_.____ - - - - -- J N - - - -- - - -- -- - _. - - -- ___- ---_ - -. _ ____. .__ _____._ __._._ _ CV ___ _______ -__ _ _ J CV - - -- - - _-� __-_._ _-_.-.._ ____ _______ ____ _ Q_i E'J _ _ -___ ____ __ - _______ .__ _ _ - ___ ___ -__ - _- __-- _-- __ -_-___ __-_..______- ___________ _ __ _ _- .__ ._ __ _ _ __- ________ ._ _____ J f - - - -- -- ____----- _______ -__ _ __.__._.___ __ - -- - - - -- -- - -- o -- - � - - - - C> " � __ -_- -_ _- -___ -_ _ - -_ _ _ -- - - -- __ -- -_._._ _ - -_ _BTA� =2 +95:89 � _ _ _ ._ - ____ _ . _ _ .__ _ - - - -_- _____-_______. 5» HDPE @ -- 3.327_ _ o _ - _ 3 - - - - - _ _ - - -- _ _ _ _ - � _____- ____- _._- _._ -____- _.. t_ __- __- _---- ._- .--- ___ -___ ________ -_�_ ___ _.__- .- _______ _�.__-_.__._ ____ _ ____ - -___ _ _ . - _ _ _ _.__- HDPE �➢.'�.09• _- - -_ ._ _-_.__-.._ - - - - -_ _ -.. . _ --__ -_ ____ _ - ____- __o __ ___ _ _.__ _ -___ __.._ ______.__ _____ ____-_._ _ -_____ ____Y___ -___ ___________ ___ __-___ _-____ -- --. -_ ___________ ___ -__ -_ __ -_____ ________ __ __.__ �� __ - - -- ___- ._--- ._-- _- .____. _- __ -- , -� _ w _ __ _ ? _mom ... �._ -_ -__�._ - _ - _______ _ ____-- _.__- ___.__- _ ___ ___ ___ - -- - - _ _� -___- 1 - _Proposed -Grade -_- __ -__ - __ - _ _. ___ _g8.Z8 -. - ____ _ . _ ___ _ _ ___ _ _ hN N_...,.._______ _.-.._.- ___ .__.- _ -_ fp - . -- -- - -- - - - -� TT - - _ - ` -- ii i c0 tL1 - - - - - -_____ _�_ _ _ -_____ ___ - - `- _ -_ -- - - - - _ - - -- - - - It __- _.--_._____._.________.___. ________ .__________- ___ -___ - - -- - - - - u__--_-__--___- ___�- _______- __-- _- __---- - - -_ -_ 1 _____ _ -__. __- _- ______- __.- -_ _ - ____ _ - _ -._ -n _. - - Existing Grade - - _ �i4i�J_" -,- «___ _ _.___ ___ - __ __ ______ ____.____ -� __ _____. I _ _ ._ _____ - -i -_ __. -_ - -___ ________ __ -_ m: _ =- ___ ____ _ - __ _ ___ -. ______ ___.___ _ _________--____ _ ____ » -> y__ - - -- - _ - - - -_ -_ -- - ----_ -- __ _ __ -_- - - = - -_m -� - -�- � _ -M =_-- ��----_ __ __ -- - - - - - - - -- - -- - -- �.__;Y^l -- -- -Tj__ :_ -+ ------ ____________ ______ __ �' �- - - __._______._ -� - - _- -- - _ _ - - -- _- - - - - - - - - _ _ _ -- ---� -� - ____.__�_____ _ _- - -- - - -_ - - - -- -- - - - - - - - - - -- - - -- -- - - - -- - -- -- - - - - - - - ---- -- -- - - - -- - - - -- - - - - - - - _ - - - - - - -- - - - - -- - -- - -- __ _.__._______ ______ __ _ _ -� _ ______ _ _ . _._ _ -_ ___ ______.___ -_ -_ ___ _ _.-- ._____ -_ -_ _____ .. ..___._____._______ -.. _____ _ - - -_ ___- ._____ ___________..._-- - _ - -____ .__'- .__- -._ -___ _ _.____ ______ - _-- .__.•. -___ - - - - - -- - - - - - -- - - - - - -- - -- - - -- - - -- - -- -- - - - - -- - -- - - - __-_..____!_._.. __.._.._- _..___.- ..1-,. _ ___. __ _-.____�..___ _____ -___-- __ _____. __ __ ____ _ -__- �Q - s ___ _ - __ -__�._ - __ — __. .___ _-_.-.____.__ _._._-._____..._-._._- -_- __..-.__ _ ___ -__ C -o ______._.._._ ____... _- ._.____.... _._.- ,_____.....-___-_..__— '______-- acted -Fi1F- F * __ _ __ __ _ __ _-___...__ �.. .-__-.-.-_.._-.._._.-,...____._ _ -- - _.____ ____ __ - -- —_ —__- __ __ -_ _ _ __ _�_...__. _.... -.._. ____.___ -__ __ _ _ -- - - -- - - - - - - - - - -- - - - - - - - - -- - ___ ___ __-_ - - - - . - - - - - - - - -- -- . - - - - _______._ ______________________ - - - _________ _ ___ -_ - ------- - - -- -- - - - - - - - - -- -- -- - - - - - - _____._ _- .___ -_ - -_ . - _ - -- __.__- _- __ _ -��- _ _ - - -- -- - - -- - - __ _ _ - -- - - .- - - - -- - i - - _______ - - - - --- - - - --- - - - . - ,- _._ _ -- -- - - - .__.._._ __. _______- ___-.- .____-____ _- _-- �__.- ._______ -_ -- _ -_- _ _ - - _ ___._ - - - -- - I - - -- - - - - - - - - I - --- - -- - - - - - - -- - e . -- - - - - __ _-- _--- _-- __ -__ -- -- _- ___-_. __ -. -___ - - -- - -- -- - - _ - - - - - -- - _ - - ___._ - - - -- - - - - - - - - - -- __ _____ - - - __.__ -_8,. WATERLNE------..---- -- --- ______- ..- ___________.__ _____ --- ____ -___.. _- _ ___ __ -___-___- _- v__-__ _-______ ___ ___ _____ __ _ __ ____ .______________ -_ - - -- __ _._____ _____ __ _ __ .__._ _____.� ______ -___ . - - -- -- - - - - . - -- - - - - -- - - - -- - - / - . - e - -�_. _.._ . _ _ .________ r`' - - - __ - - - _ ____ - _- _-__ -_-- __ _ - ___.__.__________ _ _ _-_ ______________ _ _.___ 1* K r_________ _,/___INV. f _. -__._ __ - -_ - -- ______ __.__-.________.-_ .___._ .________________ - - _- ___ - -_ __ -._ 118.75' - 12" DPE 0 3.847. --- __-- .- _- _,.___._ __ __ -� _.--_-____-.-_ _ ___..__-__ _ . _ _ ___-- __w__ - -____ _ -.-___ _ _____..__-__. -_- __ _____._____. o_ - z __ �_- ___ o= _��__ -_ -- _ __ -_ -_ -_ w. - - -- - - - - - - - -- - - _-- __-. -- ____- .-- _- _ -__-__ ____ __._.._- __-- _____ -_ _ ___. _______________ __ - - - -- -. ____ - -- - - -- - - - - -- __0 a_ - - � _______ _ _._-_.__- __�___ Y_ ____ _______ ____ -___. ._ ._ _._ -___ -_ _ ._ -__ ._ __ _ _ _ -- ______-- _____.._ _-._ -._- __ _ _ _ _ _ --- . _ �__ ______ ____ _____ -___ 00 �.__ __. ___ __ _ __ __ -____ ___ _ __. _ � -- ___ __ ___ - - -____- __ . -. __- _.- _-- . - -._- � -- - _ _ - _ _- ._____ -_ __ _ __ M to is . _ -. _ o -_: , cqr)_____.__- _ d c , -__, ___.._ .h- ;__ - -_... ____._. -___- ___._ _ _ _ _ 99 ____ _.______ ..___.___ _ N h_,___. N -_ - __. __ _ ___ ___ - -_ --- ______._______ _ __ _ _� ___________.__.______ -_ -� �- _ r ___ _ _ _. ____ _ ._ _ __ _ __ __ __ ____ _ ___ ___ _.____ _ _� _ _ r _ ____ _ _ .__ _ __ d_. _ - _ _ _ _ _ � ____._ __ _ _- ______ _ r h r._.. _ _ ____ __. _ _______ _ __ - 00 _.- -- - -__ __- - - _ _ _ - ______ _ ________ _ ____ ___ .__ __ -- ________ -_ ___ _ _ __ __ ______ _ _ _ __o _ _ __ _ _ ,.; a ___._ ___ ___ _.___. cn +__u_____ h __ ,d _ -_ __ __ __ __- ._. _ _____ __.____ ____ __ __� ___ IL.___________. ___ - _______ _ _ __________ ____ ____- ___________ _______ -� _+ ao _ _,d„_ . ___- _______ - -- n._________.___.___ _ ___ ___ -_ -_ - r� _. ___._ . -- --- __..- _--- +.u___. ___ -- - - _- -_ -___ _ ___ __. _ _._ -- --- ____.__.. _ __ _ + _.._ . ___ _ 1__ __.___._..__ _- -._ ___ __._____.._- __.__,1 ________ -- _u____ -__ .. ______---- _-- _____._._ 0. _ _. ._ ______ -- __ _._______ + _ - . - - _.._- -__ -_. _____ .___ ___ _ ____ .. . _ __ ___ _ __�_ _z_z _. _ _ _ _ _. �__.___ _ o__z _ __ - - - �_ __ z o_. __- . - ___ ___.._ _ _ _- __---- __ _ _____ ___- - - _ __ ___ __ _ _____ __-_._ _ ___._.__ __ __ __II_ _ _- ___ -__ _ ____ -- - - -- - ,/ - - _ ___ _ II _ -__ -- _ - •- - -- -- - ----- ________.___ .-__.___ o z__ - - - - - - . >_7 - ___ _ - -__ -_ _______- ____- -_...g __- _- _ ___ �„_.�, Z Z _ - . -_ ___ ____-- --- -_ - --- . -__ ____. __. - __.- ______ _ _-. _ .- _ -. - - - -_. _ _-9- __-- --- -.___ ___ 't%I }_ __ __ ___ -- - .______ _ -_T _ _ ._ _ > > ___ - _ _ ._ -_ --_ - -- ___ _ _ _. -_ha-_ >_}_ _ - . _ --- __ - - -____ _ - _._ __ _ _______ _ _- _ _ . _ -ka-_ N - _ __ -_ ___- __ __ - _- - _- . - - -- - - - - - I - -- - . . - / - -- -- - - - __ - - ._ - - - - - _ _ _ _ __ _ i Proposed Grade fn__ _ - 30 $g} 12" HDPE 0 2.501._ _ _ - - - / .- - - - 3 — _ ___ _ _ _ __ _ _ _ _ _ _ _ -- � _ __ - - __ _ ___ __ ._ __ _ _ F _ _ _ I _ _ _ __ 02.52 1 _ _ 213,7• r L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i _ _ . _ _ __ _ _ _ .__ _ _ __ _ _ _ - - - - - - - -- - ., . - - - - - - -__ - - - - " HD 15 E - . - - - - - --- -- - -- - - - - - - -- - - - - - - -- - - - - - - - - � 110.03' - - _ - - --- - - -- - - -- - - -- -- - - - - - - -- - -- i - - - -- - - -- - -- - -- - - -- _, - - -- / - - - 1ropE 6.607. _ -- - -- -- - -- --- - -- - _ __ __ _ __ / _ _ -g4.45 " - - -- -- - - -- - l - - -- I I - - - - - - - -- - - - - . __ - - - - - - - - - - -- - -- - - - - -- - - - .- - - - -- -- -- - - - - - - - - - -- __ - - - - i DIP WATERLINE __ -- - - - - - - - --- - - - �- - - - KN'V 5» N .= 430.18 -1 - - _ - - - - - -- - -- - - - - - - - - -- - - - - - _ - - - - -- - -- - - -- . - - - - - - - - - - -i Y - - - _ - - - - -- - - - - - - -- - - - - - - -- -- - - - - - - - -- - -- - - ___ _[� _ ash - 0 - --- -- - - - - - - - - - - - - 13 - •-- - - -- - ,-. �r h __ - _ - _ r- - _ -- - - - - - - -- - -- - - _ - _ - -t- - - -- -_ _ --- - -- - - I - ti _ - -- -- - -- . -- -- - -- - -- - - -- - -- 0 0 - - 4 WE - I+- - -- - - - - - -- - - - - - 70 - - -- - - - - - -- o � - - - - - - -- - - - -- � - -- - - ^ - -- - - � - .i _ _ - � N .. - - -- - - - O �_ - - - - - - . - - - - - - - - -- - - 16 , ---- 8 � - - c� - - - - - -- - - 0 � - - - - - - - - -- - . a - - - - - - - - - - ' h - - .. 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I - - - - _r- 11 11 to + M - - II - - o o It D -- -- o Z I q z it t7 z - - - -- - - - - - - 11 © z - - - -- - - -- - - 11 © - - - - - --- -11 © - 11 ©? ? 1i o -? - - - - - - - -_ - o - - - - it ca - -- il k- z>a i ZZ zz ZZ �zz _ cn -_ cn� 1 cn9 Nzzz Nzz �z 50 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 510 505 500 495 490 485 480 475 470 465 460 455 450 445 -0 505 500 495 490 485 480 475 470 465 -0 �--� PRIVATELY OWNED AND MAINTAINED STORM SEWER t 13) 1� 138 13C 13D 13E 13F - __.__-___--- __.—__ -- -_ _h __ _ _ �__- _____--._.___ -____� �__.___._ �_. .�_..- ..- ..- _.____- -__-..__ -p=- _._�-- - _- ._._- __.___.- .___.- .___- ...- -_ ___-- ___ -____ _-- ._- _.__- ______________ppz`_- _ "q - ___ __ -.� - -_ _-- .--- ..______ ___ -__v -_ _ _ -__ _ __ -___-_ _______ � _- Ck�W__ _ -_�- _______._ z ____ -__ _ __ --.- -___ _ _ _ _ - -_ _ -_ __ -. -- -9!9 --• -- - -- --__ -_- _.0 �.k_ -__ L� -� __ _______________ -_ =_- � _ _ _ _ _ _ - -_ _ __ -_ _ ^ -57� ._____._ _�_ -_.- -_. -- -_t _ .� _-, _- _ _ __ -- __- ---- -. __ _lI _- ._ -__. -_ ____ -_. _- _- -_.__� -.___ ________ _- _-- _______.. - - -_ C%A -- __________,____.___.__.-_.-_ _CC_1 ___.__________.___- - _ ___._. _ _--- .-___- - -_ -_ -. _ _____._______. -__ _ _ -. -_ _- __ - -_ _ _. _ _ _____ 4C�? �_ _ _ _ __--- _ __ __ _ ¢ �-_ 0 Ey __ _ ____._.___ ___ __.___.___---- Q U-- ._.____ __� ✓_' _ _ _ -�- _..__ _-_--___-_.__.-.__-_________ tl _._________._II.!�_. 1_ rr� 1____________ __ __.__- _.- _- ...,___- _____.__it.� - _- __ _ __ _� Ca _-_____-.______._____--___._- _____ __-.__ ______ -_- —_ ____- __- _______III_ __ - _- .__- _- _..___ ___.__ _ cF__ ___________ -_-__ _______- __ _.._ -__-__ ___ _ - _ ______tt _ __ .__ -__ - t+ a---_.____._ .___-__-________-__.-- _�____ - -_. ___. ___ -II_W__ . - _____ _ __ __ -_ -_ . °am __,_____ -_ ______II_ __ __ _ - -__ _ __ . -_ w N-- .____ _ __ ___._ ___ _ ________.__ _ -_ . ____ -_ _.__.__ ____rL _ __ c�___.- _______ O _ cam_ -_- ___ -- __- __ -_ -_- O _ �_ __ ___-_�_____ ___ ___ _- --- - -_ - -_ __ q O CN . � , T !¢ ____ ______- __ -_____ w __- o z- _ - - - - -. _____.___ ___ - -- --- -____. __moo __ __ ,- - _________._..___ _ ____ �. _._.______ _ -____- _ _ ©_._ ___. - _ -._ - ____ _ -__ ___ _-_ __ M_N_ _ ___ _ 7 - II Ozz 11 t _-- _____------- _ - - - -- _.- -_ _ _ ___ - -- -_ _ _ -_ _.________ -,-__ >> >- �> • - . _ __ _ - _. _- __..___._._________.._...____ -____ _...___________ ___ _ -..�._ ___ __ �._ _______.-. ___..___ _______ _._.-- _..____.____ -_ -_ - _- _- _.-_w_ h° _ __ __..._.._...__._____-_._-_-__._ __-_..- __� -�__ .__ - -_._ _ -__ ��_ _______ _�. __ Y _.._________ _____________.____ - _ _ _ _____- _-- .___._ -_-. _. -_._ - ______ _ _ -__ ____.---- . -._._- __ -- -_ ___ ___ _ _ ________ _- _- _. -_- - -_ _ - -__ _-_ -_ -- -__- _ __ ____ _ _ _ __ -- ___ ____- __._ -____ _ C7- - f? _ __ __ -. _ __ ___ ___ _ _ -s _ �_ ________________ _ __- ________. _.-_ -- . __ -� _ ____ _ _ _ ________ s __ - --,----< __ ___ ._ -_ _ _ - ._____________- _ -_ -- - _______ - -- -�w_�- C] - _- _-____ _ __ -_ --___.___ __-.-_._ - _._______� __ . ___ _____._____ _.____Y - - \ - ___._ . _.______ ___ ____ --- _- .._-- ________-___ ._. - --- --_ -- - -- �- -__-- _._- ___ -__ _____- _.______ ____- _._- ____-_-_.____ __ _ __.___. ___ _ _ - -- _ -- _ .__ _____. - _ ______ _ _. _ ______ ___________ _� ___- ---_ - -. _ ____. .__ _____._ __._._ _ _ - - -_ -__ __ _. _ -_ ___ _______ -__ _ __ ._-____ . ___- _._. - -_ _ _ _- - - -___ ____.___ . _ __ __.. __ ..._-_._._ _.___ __.________ _ _ _____ _ - _-� __-_._ _-_.-.._ ____ _______ ____ _ _.- _- ._.-__- ____ - -__ __.__ ____ -_. _..- _- _.____ -_ __ -_____ ___ ___._-_._______ _ _ -___ ____ __ - _______ .__ _ _ - ___ ___ -__ - _- __-- _-- __ -_-___ __-_..______- ___________ _ __ _ _- .__ ._ __ _ _ __- ________ ._ _____ ____ ____ - -- _ -- - m _ �_ -._ __...____________ - ----- ________ ____----- _______ -__ _ __.__._.___ __ __ _..____ _ _-__._ __ , 12 HDP __ _________._. ____________.___ -____ _._ _ ___ ___-- _____ ____ __ -_- -_ _- -___ -_ _ - -_ _ _ -- - - -- __ -- -_._._ _ - -_ _BTA� =2 +95:89 _ -w ___ _._--- -_____ . _ .__ _ - - - -_- _____-_______. 5» HDPE @ -- 3.327_ _ -- -- __ _._ _- __ ________ ____ _ ._ _. _ -- -IN1�= 477.81 - ___- _ ___._._________._____ -. __ ______.________ __- _ -___- _-____ __.__ _ __ -___ _____- ____- _._- _._ -____- _.. t_ __- __- _---- ._- .--- ___ -___ ________ -_�_ ___ _.__- .- _______ _�.__-_.__._ ____ _ ____ - -___ _ _ . - _ _ _ _.__- HDPE �➢.'�.09• _- - -_ ._ _-_.__-.._ - - - - -_ _ -.. . _ --__ -_ ____ _ - ____- __o __ ___ _ _.__ _ -___ __.._ ______.__ _____ ____-_._ _ -_____ ____Y___ -___ ___________ ___ __-___ _-____ -- --. -_ ___________ ___ -__ _____.___n. _____ ___ __ -_____ ________ __ __.__ �� __ - - -- ___- ._--- ._-- _- .____. _- __ -- , -� _ w _ __ _ ? _mom ... �._ -_ -__�._ - _ - _______ _ ____-- _.__- ___.__- _ ___ ___ ___ ___.________ _ _ _� -___- - - - _Proposed -Grade -_- - ____ _ _______ - -__ ___-___._�_ -.__ _ _ _____---_ _ _. ___ _g8.Z8 -. - ____ _ . _ ___ _ _ ___ _ _ hN N_...,.._______ _.-.._.- ___ .__.- _ -_ fp _____________ _. -_ __ -___ _____- ________ -� TT _____ __ _ . _ ______ - , _ __ - _- ___.___ _.____ c0 tL1 h - -_____ _�_ _ _ -_____ ___ ___________ - -__ ___- - -_- »_ __- - - - -__ _ _. It __- _.--_._____._.________.___. ________ .__________- ___ -___ _______.______.____- __ -.____ u__--_-__--___- ___�- _______- __-- _- __---- - - -_ -_ ____- _____--- .-__ - -+I _____ _ -__. __- _- ______- __.- -_ _ ___w - _--- _--- - - -___ ____ _ _- - .__ -___ -•__---.---------..-__.-_-__ _ -._ -n _-- ._--- .- __- _- .- ._- ___.- -..__. -- , - - - -- �„ _______________-_._ __ _ �i4i�J_" -,- «___ _ _.___ ___ - __ __ ______ ____.____ _.___ _ __ _ _ .__ ____ - ___ -____ __ _____. I _ _ ._ _____ - -i -_ __. -_ - -___ ________ __ -_ m: _ =- ___ ____ _ - __ _ ___ -. ______ ___.___ _ _________--____ _ ____ » -> y__ - - -- - _ - - - -_ -_ -- - ----_ -- __ _ __ -_- - - = - -_m -� - -�- � _ -M =_-- ��----_ __ __ __ -_ -____ _______-_-__._-w._..___. __ _____ _.____ _____._._________._____ __ ___.__ -__ ___ - -- �.__;Y^l -- -- -Tj__ :_ -+ ------ ____________ ______ __ �' �- - - __._______._ _-__ ____- - ___..._.__- __- __- __-_._ - _._w.. -___ _ __ __ _____ ____ ___ ____.__�_____ _ _____ __- .- ________ - - -__ _ -___ _ _ _________ -_____ __ - -____ _ __.. ________._ -- _ ___._ __ __ - __-- __ -_ -__ _ _ _ _. _____._._ __ _ _ _ __ __ -__ _____ ._ _._._- ____ ______ _._.._.______ ________ _.._. __ __ _______ _ _ _ __, ._way_ ____ _____ _ — ..- ___ -__ -- __ _ -- __ _.__._______ ______ __ _ _ ____ . _ . _ ______ _ _ . _._ _ -_ ___ ______.___ -_ -_ ___ _ _.-- ._____ -_ -_ _____ .. ..___._____._______ -.. _____ __________ ___- ._____ ___________..._-- - _ - -____ .__'- .__- -._ -___ _ _.____ ______ - _-- .__.•. -___ __- __. -.- _ _____ ____ __.. _.__.- __- -_____ __ _ __- ._____g9.56_' _ _ ________ _ _ _,__ ---_-______._-____--_--_-_____.__________-_.__.._-_______.___-_-.-_-.__--- __-_----_ _--_ _ ___________.� -.-_ ___ _ ___ __-. _ _-___-____.-__ _.. --___- _ _- ._..___.__-- ____- _. -._ __ -_ _ _ _ -__. - -_ . _ -__ _-- -_ _. _ __ _ _ _ ___.____. _ ___ . __ _.___ __ __. - __ _____n_ _____ ._._._.___ _ ____ __--- ._- _- -___ ___ -_ -_ _ - 72- f44_- --:_15- Hi)P -'__ _....___- _,....-_......_ ____. _...___._.____,.._ . ____ __. -___u __-_..____!_._.. __.._.._- _..___.- ..1-,. _ ___. __ _-.____�..___ _____ -___-- __ _____. __ __ ____ _ -__- �Q - s ___ _ - __ -__�._ - __ — __. .___ _-_.-.____.__ _._._-._____..._-._._- -_- __..-.__ _ ___ -__ C -o ______._.._._ ____... _- ._.____.... _._.- ,_____.....-___-_..__— '______-- acted -Fi1F- F * __ _ __ __ _ __ _-___...__ �.. .-__-.-.-_.._-.._._.-,...____._ _ -- - _.____ ____ __ - -- —_ —__- __ __ -_ _ _ __ _�_...__. _.... -.._. ____.___ -__ __ _ _ _ __ __ _ _.. _- ___.._. _..--- ___.._....__ _ _ _ __ ._,.._-- . �_ ___ - I- '"....,._.___._._. _- ,_._..__.,-...__.�_ _ - - ___ -__ -- - _ -__._ _ _._ _-._.____-__ =_— _ _ _.____._- -- _ .__- ___________ _ -__ _ -___ ___ ___ __-_ ___ ___ _ _ _ ___ __.___ -- -_ �_ ___ ___�__ __, _� __. _______._ ______________________ _________ _ ___ -_ -___._ - _- __-- ..____ _____._ _- .___ -_ - -_ . - _ - -- __.__- _- __ _ -��- _ _ - -- _- - -_- €xisting- Grade - - -- ----._ _-- ..�. -_ __ _______ -_ -.. _- _ -_. - -_ _.._....._ --___ . -- - _ -____ ______ -.___ ___- _______ _.___.____ _______ ._ _. ___ _.___ _.___.__ ___ _ __--- _-- _- ,- _._ _ _ _ _____ - - -__ .__.._._ __. _______- ___-.- .____-____ _- _-- �__.- ._______ -_ -- _ -_- _____.___-__._. _ ________ _-___ _ . _ ___ _... _ _ ___._ -__._ _____ _____-_-_______- __ __ - . __ _ -_ _______ _ _ _. _ ___ ____ 1. _ ,_-___--_ ___ __ -_ .. _ _____ _ _ _- ________- _- _____ - - -- _ -- __- _- _.-- ..__- ___ -__.__ __ _-- _--- _-- __ -__ -- -- _- ___-_. __ -. -___ ______ __- ___- ._.- ____ - - -_ __ -- ..-____ __. ___________ ___._.__.____ _ _. �' MIRY -._ -_ _�__ �, ___ ______ -___ ___._ _______. __- _______ ________ __ _____ __- _____ -- __.__ -_8,. WATERLNE------..---- -- --- ______- ..- ___________.__ _____ --- ____ -___.. _- _ ___ __ -___-___- _- v__-__ _-______ ___ ___ _____ __ _ __ ____ .______________ -_ - - -- __ _._____ _____ __ _ __ .__._ _____.� ______ -___ . ___- _________ ____ __ __ _ - - -�_. _.._ . _ _ .________ r`' ________ _.____ - ___ __ - _,�,___ - - _____ _____- __.______ _ -__ _ -- - - _ _ _ -_ - _ ____ - _- _-__ -_-- __ _ - ___.__.__________ _ _ _-_ ______________ _ _.___ 1* K r_________ _,/___INV. _466.29 _�_-____..____�- _. -__._ __ - -_ - -- ______ __.__-.________.-_ .___._ .________________ _ -_ .__t2. _. _______________- _- ___ - -_ __ -._ _ _-- ___- __- ____- ------ _-_._______-- --- tit --- __-- .- _- _,.___._ __ __ -� _.--_-____-.-_ _ ___..__-__ _ . _ _ ___-- __w__ - -____ _ -.-___ _ _____..__-__. -_- __ _____._____. o_ - z __ �_- ___ o= _��__ -_ -- _ __ -_ -_ -_ w. _- .___- ____- .- .__ - -- ___ _-_-_____ _ _-- _- _ _ __ _- _______ __. -_ --- _- ____.._--- __._- __- -__ -- ________________ .__.____ _ ________ . - -_ -- __ _ _________ _._ ____ ____-____- __ __ __ - _-- __-. -- ____- .-- _- _ -__-__ ____ __._.._- __-- _____ -_ _ ___. _______________ __ - - - -- -. ____ - _w ____ _______- ___ _._ __-_ - -- ,y ____ ___ _____ �' ..___________ ___ - -__ _ -. __ _- _- ___.__ ______ ___ . __0 a_ - - � _______ _ _._-_.__- __�___ Y_ ____ _______ ____ -___. ._ ._ _._ -___ -_ _ ._ -__ ._ __ _ _ _ -- ______-- _____.._ _-._ -._- __ _ _ _ _ _ --- . _ �__ ______ ____ _____ -___ 00 �.__ __. ___ __ _ __ __ -____ ___ _ __. _ � -- ___ __ ___ - - -____- __ . -. __- _.- _-- . - -._- � _-. _.- ._-- __ -_ -_ _ __ -_._ q_� ___ -__ - - -_ - - - -__ I _.._ _ __ _- ._____ -_ - _- ___-- .-_ - -- _____ _.____Q M to is . _ -. _ o -_: , cqr)_____.__- _ d c , -__, ___.._ .h- ;__ - -_... ____._. -___- ___._ _ _ _ _ 99 ____ _.______ ..___.___ _ N h_,___. N -_ - __. __ _ ___ ___ - -_ --- ______._______ _ __ _ _� ___________.__.______ -_ -� �- _ r ___ _ _ _. ____ _ ._ _ __ _ __ __ __ ____ _ ___ ___ _.____ _ _� _ _ r _ ____ _ _ .__ _ __ d_. _ - _ _ _ _ _ � ____._ __ _ _- ______ _ r h r._.. _ _ ____ __. _ _______ _ __ - 00 _.- -- - -__ __- - - _ _ _ - ______ _ ________ _ ____ ___ .__ __ -- ________ -_ ___ _ _ __ __ ______ _ _ _ __o _ _ __ _ _ ,.; a ___._ ___ ___ _.___. cn +__u_____ h __ ,d _ -_ __ __ __ __- ._. _ _____ __.____ ____ __ __� ___ IL.___________. ___ - _______ _ _ __________ ____ ____- ___________ _______ -� _+ ao _ _,d„_ . ___- _______ - -- n._________.___.___ _ ___ ___ -_ -_ - r� _. ___._ . -- --- __..- _--- +.u___. ___ -- - - _- -_ -___ _ ___ __. _ _._ -- --- ____.__.. _ __ _ + _.._ . ___ _ 1__ __.___._..__ _- -._ ___ __._____.._- __.__,1 ________ -- _u____ -__ .. ______---- _-- _____._._ 0. _ _. ._ ______ -- __ _._______ + _ - _.._- -__ -_. _____ .___ ___ _ ____ .. . _ __ ___ _ __�_ _z_z _. _ _ _ _ _. �__.___ _ o__z _ __ - _ . - -_ -- ___ _- ___ tl _ .___ -_ - -- _.__ __.__. ___- _ �_ __ z o_. __- . - ___ ___.._ _ _ _- __---- __ _ _____ ___- - - _ __ ___ __ _ _____ __-_._ _ ___._.__ __ __ __II_ _ _- ___ -__ _ ____ a-_ o_ _____ ._ ___ _ ___ _______ _ _.- -_ ___ _____ __ _ ___.___ _._ ____ _ ___ _ II _ -__ -- _ 0 z ._ ____ _ - _ Q - - ----- ________.___ .-__.___ o z__ - - _ __ ___ -- _..__ _ -_- --- ------- .__ II _ -_ . ._ ------ _ __ - - ___. _..___ ______II_ __ < >- > - -_ _ _ < N >_7 - ___ _ - -__ -_ _______- ____- -_...g __- _- _ ___ �„_.�, Z Z _ - . -_ ___ ____-- --- -_ - --- . -__ ____. __. - __.- ______ _ _-. _ .- _ -. - - - -_. _ _-9- __-- --- -.___ ___ 't%I }_ __ __ ___ -- - .______ _ -_T _ _ ._ _ _ _ . _ k4 > > ___ - _ _ ._ -_ --_ - -- ___ _ _ _. -_ha-_ >_}_ _ - . _ --- __ - - -____ _ - _._ __ _ _______ _ _- _ _ . _ -ka-_ N - _ __ -_ ___- __ __ - _- _ __._ -_-- - __. ___ _ -- �zzZ' - - Nzz _ _ _ _._ _ ________ tn_'__ - fn- _ fn__ 50 0 +00 1 +00 2 +00 3 +00 4 +00 22 22A 1�nrl 530 525 520 515 510 505 500 495 490 485 -0 n29 29A r�-�n - to Go -- Co- - _______ _ __ __ ____ _ - _j T�- _ ,�, - it �- - - - - Q EL_ e - -- n - - r- _ � -_- ___._ _- -._ _ ______._______ ________ -_ -_ ___.__________.___- - - 17�;_� - - -- . R tin Grade 490 - ___ Proposed Grade 1' MIAs. _________ ___ _ _ Y ---I ___-__ ____ - - " DIP WATERLNE .. :-Pro __ STA-= 0+09,16 ___N N _30.52' = 5" HOPE ® 2_.00% - INV.= 489.07 - -- - -____ h 8" DIP WAT( 42' - 15' HDPE 2,02%-7! - __ _ _- ______ _ __ ---_-.--.----...-------_l-------,- ______ - ___.__ ______ . - - - - - Ea U_ ___ - - -. -__ -- --- -- - h ..r.... -- - " co rn _ 0 % - d Q CN . � , T !¢ 00 ll - _ .- _._._... ___ "t _0-ay - -------- _ o ____ _ -__ ___ _-_ __ M_N_ _ ___ _ 7 - II Ozz 11 t _-- _____------- _ _ __ __ _. _ _____ _ - � nf__ - ____ U. (Z__ ______ _ - - - -_--- __ - -__ -_ ____ _ _ -_ -_____- >> >- �> • - . _ __ _ - 0zzz rn_ - O z ? ii - p - -- 30 0 +00 :_ _o 530 525 520 515 510 505 500 495 490 485 -0 n29 29A r�-�n - to Go -- Co- - _______ _ __ __ ____ _ - K) T�- __ - -m ,�, _ �, _ _ _____ _ it e� - it M __.__-___ -.____ -___ _.___._____. - -a° - o° -_- ___._ _- -._ _ ______._______ ________ -_ -_ ___.__________.___- k- - - -- . R Q __ .____ - 12 _ _! �__ _ . _ _________ ___ _ _ Y ---I ___-__ ____ ___-_ _____.._-_____ -_ -- _ _ _ Ex _ _ _ _ _ GrInde :-Pro osed Grade - _ __ f _; ___ o _;-_ --- - - -- - -____ h 8" DIP WAT( 42' - 15' HDPE 2,02%-7! - __ _ _- ______ _ __ ---_-.--.----...-------_l-------,- ______ - ___.__ ______ _ ETA. =Rt22. __ = _ ___ - - -. -__ -- --- - -INV.-- 509,85 ___._ __ _ _ __ -- _� _- __ - -- -_ _ -___ 27:46' -__ _15- HDF _ ___________ <_. _.____..__ __ _ .- _._._... ---------- __ _0-ay - -------- _ ---- __..___ -___ ___ ____ _ -__ ___ _-_ __ M_N_ _ ___ _ _ _. _ __ _ _ -. -_ _. __ _o -o- _ _ __ -___ _-- _____------- _ _ __ __ _. _ _____ _ - � nf__ - ____ U. (Z__ ______ _ - - - -_--- __ - -__ -_ ____ _ _ -_ -_____- _ __- -.- --- • - . _ __ _ o __ _____ _ - _ C1 - O z ? ii - p - -- - :_ _o M __ __ co � h° _ � _ _Y - _ _- a --n z- __ Y _ ______ __ __ _ o ___ .. ___ _-n 0 _ __ _ .__ -_- - _ -- _ __ - ___. —�11 -- ------ ---- - - - - -- o_z ?_____ __11_ � - -- o -- - - - - -__ _ - -_-- __- _______ _ �- ___ "_ _ s __ - --,----< >--- - --- - -_ in __ z __- � -z z_ _ a--- 30 0 +00 —_ 530 525 520 515 RUNE 510 !0 2, ®1.14' 505 500 495 490 -0 30 30A r,-;n - . - to � - O cc Co- - _______ _ __ __ ____ _ - J -- .. _ --- 00 _J __ - -m to _ �; _ _ _____ _ II- Co II M __.__-___ -.____ -___ _.___._____. __ _ _._-_- _____T o. n. ______ - - -_ o -_- ___._ _- -._ _ ______._______ ________ -_ -_ ___.__________.___- _ p R R Q __ .____ - 12 _ _! �__ _ . _ _________ ___ _ _ Y ---I ___-__ ____ ___-_ _____.._-_____ -_ -- Proposed Grade - - _:- - _ " _ . _ - 1' MIN. _ _; ___ o _;-_ --- STA.� --0 +24.1 - -- - -____ h INV.= 514.49 42' - 15' HDPE 2,02%-7! - __ _ _- ______ _ __ ---_-.--.----...-------_l-------,- ______ - ___.__ ______ _ __-___ . INV.- 521.34 - __ '. --- Compacted Fi _____ _ ___ _ _ __ _ ____ -- __ __ __ _- _ -- ------ __ -.__ _ __ ___-___ _ �_— ` __.__ _ -__ - -__ ____ ______._ ___._ -- -____ . __ _--- ___�___-__ � ___ _ ______---- _ -___- -_ -_ - _._- -_ - __-- ___ -___- ______._.-_____ -- ___ - _ __ -_ _ __ _ _ __.___ __ o Exi t. Gr de - -- . - - - -- - -- _._ _ __.__ ___._py N � - 1_', _ -_ - _ --- _ ---- __ -__. __ -- o -_ u>(R - - It- _ _ __ __ __ . --- _ ._ -_ - - 60r� - r:to __ - o ll ,n to , + 11 - - _ C1 - O z ? ii - p - -- - ¢ »> `E> -z ) h _ o' - - N z z z- 500 30 0 +00 _ -_� ._ _.___�, U_ -- _ -__ ___+ 540 535 530 32.,e CLINE 525 520 I (TyP )* 515 510 505 500 -0 32 32,A ,�An 510 505 500 495 490 485 480 475 470 465 460 455 450 445 � - ' _�- _ = -- � -- _ ____ _ _ _ J- _______ _ __ __ ____ _ __________N - ___� __ __c - __ - -m ___ __ -_- 10 _,____ ______ _ � --- _.. -.ap _ _____ _ _______ .___ -1 1_ - -_ ►� _it_ I_ Sl'a ,_ ____ __ j____ __.__-___ -.____ -___ _.___._____. __ _ _._-_- _____T o. n. ______ - - -_ o -_- ___._ _- -._ _ ______._______ ________ -_ -_ ___.__________.___- - __ _ -- ---- ___�__ ______ __.__.__ 2..___ _____ �________ ___ _ ___ -__ - ____- II- _L______..___ - .________._. - ___L___ _ ________ ____.__ __.___ -___ __ .____ _ _ _._ _ __ _______ _ _! �__ _ . _ _________ ___ _ _ Y ---I ___-__ ____ ___-_ _____.._-_____ -_ -- - �_ _ T -1' MIN: _ - y : -: M w:u ---I-- -_ .____- __ _____ - _ _ate _; ___ o _;-_ --- -8 OIFsTAT4 __ ._..___ ___. _ ---_ _. _ __ ____ ______ __ _ _ -Z ___ Z _ �'�C_ - -____ h - --- °__ -__ _ -- _ _=_� __ __-_- ---. _____________ ..___._ __ _ ""_'0___________ __ _ _- ______ _ __ ---_-.--.----...-------_l-------,- ______ - ___.__ ______ _ __-___ . INV.- 521.34 __.___.____ __o_o __- __-_ -- -- --- _- __._- _.- ___ -___ _____ _ ___ _ _ __ _ ____ -- __ __ __ _- _ -- ------ __ -.__ _ __ ___-___ _ �_— ` __.__ _ -__ - -__ ____ ______._ ___._ -- -____ . __ _--- ___�___-__ � ___ _ ______---- _ -___- -_ -_ - _._- -_ - __-- ___ -___- ______._.-_____ -- ___ - _ __ -_ _ __ _ _ __.___ __ - _____ _ ___.____ _ __.____________. __, _ _ _ ____ T---._ __ -_ . -._ _.__ � __ -_ w �„ ______ _._ _ __.__ ___._py SX1 C7-M- -- -__ ___ N CC _ _ -_ - _ --- _ ---- __ -__. __ ._ - - - - __ _,o � 00 06 _ _- _ -- . - _ _ __ __ __ . --- _ ._ -_ __ ____ __ -.__ _- _o ___- -_ _ _ _____ _ _ to Il__. __ _ ___ _________ ___ ____ . _.__ -__.+ _ _ ___ _ __+ _l1 _ __ ___ -_ _____- _.-- _- _- _- __- _._ -_-_ -_____�_______-- _ -_ - -- _ _ _ - - ___ _-- -- __ -. ____ ______.___ _ __ < >>> < A- h _ o' - (n z z 'z (n 29 500 30 +00 _ -_� ._ _.___�, U_ -- _ -__ ___+ 500 15 36 495 490 485 480 475 470 465 460 455 450 -0 FA 51 11 2 n __ -------. - -- ______rte- ________.__ _ _ -_ __, �__ _- __.___ _ _...__. _ __ _____�________ ______ _ __. _ _ ._____. _._ ____ _____. _� ______. -. -_ _ _ 3t �__-__.___ ____-_ _ _ _ __ __ __. __. -- - _____ _. ___ ___ _ __ _II -_____ _ __---- _- ______._,__.__ ___ __..________________.__ _ - - -__ �, ____ao_ �_ _ _ _ -_ _ ___________ -- _ -- _ -_. __ -_ _ .____ __ _____.__._ __. __________. _ ___ ____ ___ -_ __ -_.. __ _ __ ___ _ __ __ _ _o -__ _ __ __ T___ _ -_ -� It________.____._____- �_ _-_.-__-__-_---___-.-__-.---- _- ..--- _-- _.- ___-._- ___-- __..__ - _j --- __- ______..____ -_ _- ___-_-__- _______ - ___ - - --- _.. -.ap li______ w_______- _- _____----- -_________________- _ .__- ___ -___ - --._--_ 11 -- - __ - ___ -_- _-- ___- - -__w� - ____ -_._ ____-__________ __ ____ ._ - ________ ___ ..___ ____.. ___.__. - - -_ __ -_____ -- _ -...__ ___ __ _. _ -_ - . ___ _ - -. _-_ --_-L � ¢ -_- ___._ _- -._ _ ______._______ ________ -_ -_ __ -___ ________ _ QGL R J _ _ ____ _____ ___ _______.___ -it __ - _.___ _ 2..___ _____ �________ ___ _ ___ -__ - ____- II- _L______..___ - .________._. - ___L___ _ ________ ____.__ __.___ -___ 2__ __ ., _ - - - -_ _- _- -- - - -_ _ -_ y . -- - _ __.____ _ ____ �- __ _._-______.__-. __..__ __:_-_-___ ____._--_.__- - _ _it_ - -_ ___. »_ rte- �.-v.__--_-=-_____-____-__-,_ _-- ____-- _- ___._._.--- t____ - �_ ___ ___ .- _-- - - --____ _________ ___ _ _ Y ---I ___-__ ____ M _.,. - --- _1__ _ 0 _- __ _ _________ ___ _______ . ___-_.a. o o a ___ ____-__________.__________ -____ _____ z V _ o _--- _._. -a_ - _ __ _ __ _ _ _ __ _____ - _ _ate _; ___ o _;-_ --- - -_ __ _- _- -____w _.� __ ._..___ ___. _ ---_ _. _ __ ____ ______ __ _ _ -Z ___ Z _ -- _._ -__ "- - _..____-- ____ -. __ __ _ __ _____ ___- - -____ h - --- °__ -__ _ -- _ _=_� __ __-_- ---. __ _____ _� --'- _ __ _ _- ______ _ __ ---_-.--.----...-------_l-------,- ______ - ___.__ ______ _____ - -_ -- ___ ------- ____;___ __._ __ -_ -- _ __ ____ __-__ _ _ _ ._ _ __ . _ _ __- _ -_ -. ______ __________:_.______.____ . S -__ _ -_ -_ _ __._. 5 __- _ __ _ ___ __ -_- ____- _________._� - _- _._ - -_ -- -`ci .____ -- -_- _ ____ __ __.___ _ ___ _ _ _ ____. _ _ y ___ _______-- _- _.____ _ ___ ___ ___ �'a syy rr __.__ ____. __ _.___ _._ ___ _______ ____ .-._-____ _ ___ _ _ __ _ ____ -- __ __ __ _- _ -- ------ __ -.__ _ __ ___-___ _ �_— ` __.__ _ -__ - -__ ____ ______._ ___._ -- -____ . __ _--- ___�___-__ � ___ _ ______---- _ -___- -_ -_ - _._- -_ - __-- ___ -___- ______._.-_____ -- ___ - _ __ -_ _ __ _ _ __.___ __ __ __ - -- _____- _______ _ _____ _ ___.____ _ __.____________. __, _ _ _ ____ __ _ ___ ______ _- _______ . _ - -- w �„ - _ _ _ _ -- ._ - -___- _ _______ ___ ___ Existing Grade _ -.._ ___- -- - - _ - -- _ ___ ___ ______ __ _ _ __ __ ___ _ ______ _ --- __ _ _. _ . -_- - -�___ __ __- ._- _._.___ _ _ __ 450 -_ ____ ______ _ _ _ _ __ - - _________ ____ _ - ___ .____ _______ _ __.________ __ _ - - ___ -- ___ _ _- _______w___. ______ -_ _ e Grade . _ _ _ - - -__ ._____ -_ ---- _ _ ._ _ _ _ _ _ ___ _ __ _ _ __ -- _.____- _- __- - -____ _____- _.-- _- _- _- __- _._ -_-_ -_____�_______-- _ -_ - -- _ _ _ - - ___ _-- -- __ -. ____ ______.___ _ __ __ _ -___- __._-- _- _._. -___ h _ o' - __ - -_ -_- _ ,0 1010- - - __ o - _.- _---_ -__ _-_- -_ .__ - -__ -__ -- - - - - -- -- -- ______ _ ____ _�_ ..,. -_ 3 - _ _. _ .. _ - -- o _____._ ._ ._.__ _ -_� ._ _.___�, U_ -- _ -__ ___+ . _ _ - A ._- . ____ . _. -_ -_ _ ___._ _ _ ____...____. _ -- _ _ _ - - -_ - -it __ _ -_ ____ _.__-_ ___ ___.- ________________ r __ _ _ _ _ _ _ _ _ __ __ _ _ ______ __ -_. ------- ti __.,. _.__......_. _.. _._..._.__ __- ,_........__ __..... _.__.._. _.. -�_,r. __.___.....__._� __.... - ._____ -,. ._ R R ___ __ .____ N z_z_z___ � z. _ __ . _._ _ _ � _ —_ Z 07 -d _..„..._.--___ ..___._.......__._......... _______._....___.., �____.._ ____.....- __.._.__..- _— _- ..-.__ �___._ 30 0 +00 .___.._... _.-_ -..__ .- a w ___ _ _ _ ___ _ _.____� __ __ ___ ___ _ _ __ ______ _._____. __ __ .._ ._ -_ - -__ _- __ _ - - ._ __ __ -_ ____ _____.___. __ _____.__. _____ __ __ ___________ -_ ____ - __ -_ ..-__..__ _- _- _,_.- ___ --_ , ___ _ _ _---- ____._ ___ _ _____-____ _____-_._. __ __ __ __ ___ - _ - _________� __ ___ __ __ _ ____ _ __.______--__________;___ 5�._HDpE_g3,92x -' N__ _- __ -_.- - ___ _ _____ ._._ ____ 8 "- DIP WATERLINE__ -n - _:. __ _.______ ---v�: ___,________ - __________.____._.......___._ _ ____._- __- _- _- .____- ____-- __- _- _.___.. ___ _____ ___.___ ___ ... -_ -- ._.._.. _ _._--- .- .---- _- __- __-:___.-- -..._. __ _.-- _...- ____-- ._.__ - -_ __ __ ._-- __-- _____-- ..T___- _ -_____ _- __- ._-- __ -__- _ _._.___ f n - _-- __ -_ -- -- _.___- __._114.53 -- 15- HDPE -0-1-047- -------. -_- - -___ _ _._.___ ._.,__.___-____ —.__. _._.- ___.__ - __ � ____ ----------------- ___....____-_ _.___...._.- .._.__._,._ _ _ -..__ _-.,._..-_-___-__ ...,-- __-- __.- .- ___._____ --.-._ _... -.. _____. ___ __ __ ___ _______ ___ _ __ _____ ____ __ -_- -_ _- -___ -_ _ - -_ _ _ -- - - -- __ -- -_._._ _ - -_ _BTA� =2 +95:89 _ -w ___ _._--- -_____ . _ .__ _ - - - -_- _____-_______. 5» HDPE @ -- 3.327_ _ -- -- __ _._ _- __ ________ ____ _ ._ _. _ -- -IN1�= 477.81 - ___- ___ - -- ___._._________._____ -. __ ______.________ __- _______ - - - -. -______-_�.___-- - -._-_ __ __----- .._ _._.,________-_ ____-_-____�..___--_ ___-._-____--____-_--____!--_______.__--_____--.-__-_---__-- ._.-__- ___._.____- ___.-- _.__.- _--- ___--- _______.� -_____ _____--- ___.._._ -_ _ _.___- ______- __.____._ ___ ___ --;-- ___ _ -_ -__- _ _.- ___- _-- _- __.- __- _.___ -_ _ _ _ ______-w. -___ _ ___ _______ ______________ _v_ __ ____ _____ __-- _._ - -_ -_- ___ _-.r,,______ _.___._ --- ________ _ -_- -_ _______ _- ___ __ ...-____ -- __.__ _.-__ __�h__ ___--- __,- ._..-- __- -._ -._ __ ___-- _- _______ -_ -._ ____ . __ -- __ __._ _ 1_______ __ _ _ __ _ ____ _ _ ___________ __ ,_ - ___ _.____._ ____ _____ ._ __o __ ___ _ _.__ _ -___ __.._ ______.__ _____ ____-_._ _ _____ -1-m- ___ _ _ ___ _.__________ . _ _ -- .,_- __ --__ _ - -_ __.____ _____ .___ -_ _ -._ _ I __________-__ ________- __ -- _ - -___ - _______ a-__.______________.---- _ -.___. _ -_� -- _____._- __ -___ -_ ___.�___ ______ ___ _.-- _.______ ___ ___._ �_ ______ ____ - - -_ - - -____ -- -.____ - __ - -_ - -_ ___- ._--- ._-- _- .____. _- __ _ ____ _ _ __ __-- __._______- ________ v ____.__ .__-._... ____ _ ___a__ __ _ --_- _ ______ ___ ____ __ _ _ ___ __ _.__ �v ____.___. _ _. ___ __ ..________ . ____ ___ -___ _ - - -- . __ _._ _ _ __._____- ______ ___ -__,. _ ___ 1� ` 00 m _ _. ___ __ _ ___. �o _ _ ________ -_ -_ o ____ _ . _ ___ _ _ ___ _ _ hN N_...,.._______ _.-.._.- ___ .__.- _ -_ fp O V_____.._.__-____ _ __ ___._ -___ _____--- ___ -_- _-- _- __ -.__ _ T _ _.__ -_�h, U7 Q !;_-________ _______— __ ____--- _-- __ -_ -_ !. _____ __ _ . _ ______ - , _ __ - _- ___.___ _.____ c0 tL1 h (n -__ ___-_-.- .._-- ____-- ____- .__.___ _____ h h ___________________ -. r ca 0 __- - - - -__ _ _. It __- _.--_._____._.________.___. ________ .__________- ___ -___ u______ ____ __ _ -_ _ .__.___________ __________. F._ u__--_-__--___- ___�- _______- __-- _- __---- - - -_ -_ ____- _____--- .-__ - -+I 11- _- ,. - - - - -_ _ __ __.____--_____.__ _ I ___ �__ _--- ___-- �-- ___ -__ -_ ------- _- ._- _____ -_ -_ -- z z- yu �__ -- __.______.___.._ - -_ -. __------- __- _ -____ __ z -4 _ _ -._ -n }__ _______;___-__ __________ _____.._ z z v_�.___- _____- ._- ______ -!r �- _ -_- _ o-K-._---_-_-__-__-__ .._.- _____--- _.__-- ..-- _- __ -_-_ _-_____ _� -�_ -_ ______________ __.___---. ___- _- __- .______- _ -_ a -_._ _ -- - - -- ----- - - - --- >- >- >- -- - - - - - ._..,_ -j_. ::: - mm _�- _ _ _- _ > > _ M -:y::_ w _l ; -_____ _ ----- - - - - -- _ _ -- - - -� � _ » -> y__ - - -- - _ - - - -_ -_ -- - ----_ -- -- -_..__ -a - -- - zz_z z z_ z z z __ _ __ .__ ____ _ . __ _ _- _ __ ___ ___ _ _ _ _ "-I--- z- -,------ -. 40 0 +00 1 +00 2 +00 3 +00 530 42 42A 525 520 26 515 510 505 500 495 RUNE 490 16 485 -0 * 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 to placement of fill, contractor shall excavate recently laid fill and Install compacted VDAOT 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' a 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 515 39 3 AA 510 505 500 TERLINI 14 495 5 490 485 480 475 -0 T.N co - ao �� rc __ _ _____1 ___.._ _ _ . __ __ -___ , - __ _ _ _, U �. --------- - --- -- - - . _ __. __ q "J ___ _ _. _ _ _ -_ . _ _ -- _ _ __ -- _1 T � - =o o ._ __ ____ - 0- -I_ ____ _ 51 _L_ __ F_ _________ ____.1 - _- _._____ _ __- _ ...... & _______________.__h _ -- _.__ _- __- ._______._____ -_ -- __.____ 52 0 W . _ _ 490 - -- 42'- 15"-HDPE- A.16% -� ' / Exis . Grade_'. -_ R ^m 59' - -15" HDPE _ _ _ IGV.= 49.31- - - - - - __ - - - - - ____ f - - - - - - - - I- 7 _ ____ _ __ _ . --- _ - -_ - -_ -rte __. ___ _ -___ ___ _._ _______..- __ - -- „aRWA 470 8 DIP WATT: _ _ _.______ __ ___ ___ __ ___ _ INV: =509:7 - -. _ ____ _ __.__ __ _- Nf N __ . -----I- _ -------------------- _ -------, --_-__ _ _ --.*-.41 _._ _ _ _ ___ ___ _ -.. _ _ __ ____ ._ - _ _ __ _____. _____ ._ __p u?_42___ ___ IN 0 450 ._ - __ _____..___.__0.0___ - ___ _._________._________ 44 _. _ _ ___ ___ ____o . _ -- ______ __ -+ ____Tt_�____ - __ -_r", lt- __ __ __.. - _ __+ -_ -- _ _n__ -- - -- ----- -------- . _ ___ __.__ -_ - __h`"�_ _ _ _ _. N___ _ ___ __ _ -___- co _Q! «7'!___ _ _ co h _ o' ___ ._ _ __ ___ . _. _ __ ___. __Q ,0 1010- - - __ o u)_ -.___. _ __ _ _ _ -.- _ _. __ - _ _. _ .. _ - -- o _____._ ._ ._.__ _ -_� ._ _.___�, U_ -- _ -__ ___+ . _ _ - A ._- . ____ . _. -_ -_ _ ___._ _ _ ____...____. _ -- _ _ _ - - -_ - -it __ _ -_ ____ _.__-_ ___ z z _- - -_____ Ir o_. . _ _. _.._ o . __ _ _ _ _ _ _ . - _. _ -___ __ - -. _ ____. __-_ _ Q �- }> - -<} _ - . __ -.. ___ __ .____ N z_z_z___ � z. _ __ . _._ _ _ 30 0 +00 »> �> - 515 39 3 AA 510 505 500 TERLINI 14 495 5 490 485 480 475 -0 T.N co - ao �� -. _ __ ___._ _ __._ _C 4__11_ _._.____ _ __.. _ _r _ _______ - -N .___ w - - -- _ __ _ ._ -- _____ ___ _ ._ , __.__ - -_LA_ �_______ _ . _. R� r __ ______ _. -_ ._-_ --__ - -11 oo__ �_ __ F �.- -- - - - --- If- ►�__ -__ _ -__ _- _ __ - - _ - _1 T � - =o a - - -T. - - -_:: _ -- - o ._ _-:_ " - - _� _- .. ----- __ -. -___ f= __ _ _ __ - __ :_ _ _ _ _ ___ _ :62'x- `15"= ^HOFET. , "1.93x - ^ -- _ irig: Gr de'^__ :____ __ W . _ _ 490 - -- - _ - . M11 , - -- sFA- 0 +2*.31 y_- .- 59' - -15" HDPE _ _ _ IGV.= 49.31- - ___ ___ - ____ _ _ _ _- __ _ ____ ____�.__ _ ______ _._._ _ _ _-� _____ _- _ -.__ ^< _ ____ _ __ _ . --- _ - -_ - -_ -rte __. ___ _ -___ ___ _._ - ___ __- _- ___ - o-rn- - -- - - - - -__ .____cn_. _ _ -- -_____ ___.- 14 -- - -.._- -- ------- _- ____ -, ___ __ 470 8 DIP WATT: -__ _._ _ _ ._ __ __ ______. _ __ - -- - - - -_. __ �_.___ _____ --- -- __ _ _ _ _. _ _- _ _ _ _._ _ _ __ ____._ _ _ _ _______ _ _ _ ________ ___ _ rp`"� _______._ ___� 00 . _ ______ -_ _____. _____ ._ __p u?_42___ ___ IN 0 450 - o a- " -' 44 _. _ _ ___ ___ ____o . _ -- ______ __ -+ ____Tt_�____ - __ -_r", lt- __ __ __.. - _ __+ -_ -- _ _n__ -- - -- ----- -------- . it pzz Ito M - -- i<>>> F<> - z Ozzz V) 30 0 +00 LINE 500 495 490 485 3` 480 475 470 465 460 455 450 Notes: -0 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, 37 37A inn 500 49 5 490 485 480 475 470 465 460 455 450 C'4 co - ao - L'- (�� 1l ar 495 R� r - - fir'. 490 II � N r 0 W - -- 4 Ei - A" 485 0 Z �-4 C o- -- i__? 490 - -- o Existing Grade ,. 59' - -15" HDPE 1.08% i i - - - Proposed Grade Qi P +a� ( 6 _ 7 470 8 DIP WATT: P �NLT GI _ - STA.= 0 +25.! 460 o, ✓ - 7 INV.= +175,02 o )�- 9 - MIC R MYERS a - I on __ M M - 0o 7 � 1i t - ( � 450 - o a- " -' 44 L_ - - - U_ N M '� ao . Lq 440 u.i !t 't + II 1-- 0 1, -- II ©zz tl p r m r »> �> - Z 07 -d to �zZ U) 30 0 +00 Storm Sewer Notes Minimum Cover: 2' Minimum Se era o • p tl ns. Waterline 1' Sanitary Sewer: 1' Lm�_8 N 00 - fl 0 ,N 4Z2 > ,i6o �t- r. 500 L. ° = q � E �� c� L'- (�� o - 6 495 R� r 6 .� �> 490 E c W w 0 W U) A" 485 0 Z �-4 C U \� •-+ o 480 ,. v i i 475 h Qi P +a� aq fit* 4, e`' 470 465 P �NLT GI W 460 o, ✓ o )�- 9 M MIC R MYERS 455 L' o.33028 0o 7 � 1i t - ( � 450 1��w s`rIONAL EE-1 " -' 44 Q U) '� _<11 A i �2,- 440 u.i > 1-- 1, r m 07 -d DOM. PROJECT NO:12,006 435 a w T 0 430 M Q o 425 54 r4 A m 420 = 3r qn. c� 415 U 410 ca 0 'A �k \\-\ ki� Lij V z O 0 `" o 0 0 U U U W w A 0 0 0 U U U In logooff so - 114 � t� L'- w o 6 W w U) A" 4 0 Z �-4 C U (:4 •-+ o o ,. Lij V z O 0 `" o 0 0 U U U W w A 0 0 0 U U U In logooff so - INDEX TITLE: SP28 SHEET NO: 2g OF 48 DATE: 04/20/13 114 � t� L'- H O U) W W �-4 C U (:4 o� a M = P4 W ".' '+ M :;4 1•-- -i a:� EE-1 Cn Q U) '� _<11 i �2,- u.i > 1-- 1, U.1 w 07 -d DOM. PROJECT NO:12,006 INDEX TITLE: SP28 SHEET NO: 2g OF 48 DATE: 04/20/13 HORIZ. SCALE: I "-30' %� ` � �-_ s V/ �tNN , VERT. SCALE: 1 " =10' N _- 540 39 40 41 42 43 z 44 � = SIC 45 .� �' °' °' 540 L, = E �`ry OQ q` O�� w r r 535 535 .O ` v . �. ... a1 530 530 0 W 525 525 Q A � 1 520 52Q d i 515 - ___F -1 — - — 515 a �c - t - . .� s p a �A va ey 510 510 -,;: 505 505 �tiT H 0 o�� t� 500 500 o- v MI 495 R, I I (001 . - I I 49 5 0.330 �o _Zkt_( ww� 490 490 ��,s X11 01 `PIONAL �� 485 485 EO E0 480 480 a 11 m 4 475 475 I -00 — PRIVATELY OWNED AND MAINTAINED STORM SEWER 00"] M U M 40 46 47 48 49 50 51 52 53 © c PRIVATELY OWNED AND U N I MAINTAINED STORM SEWER 540 540 � Lr_ �: 405 65 66 67 A 1214 3: 535 535 400 530 48 54 54A 546 530 RL I - 530 530 395 525 525 m ----F----- 525 525 w 390 520 520 W z CD 2187. 520 C) 520 w 515 515 \ o 385 N. SEWER 41.4 ca \� o i If 515 5150 380 510 510 510 - Lq 1505 EW 425 6i 0 - . __ - - - . - - - I i — - - as — —) I CL - - __ - - ___ - ---- \ - . - - T_____ _T�fTK_V_ ____ __ _____ __ 1-1 r,z .It Cj * - - - I �, 1.3 - -- - - o ,* - CO Lo , 0 (0 0 cq,* - __ __ SP29 , . _____________1M - -Exist-.--Grade-19 __ — I Grade--\ �__ I - F__, MIN, -11, ______ -:,it Existing--Grade ____ - _ 5-----______ ___ --- ____ ______ _ _14_1_________ _____ - -------------------------- 0- -a!--- _ ".!! II °__I..___. _ __ _ __ ___ _____ __ _IL__._. - - -. _ _..______.- . ____ -_ - - -- .-- .- -V,i.' t- 4-- I-- __.- _._._._ __ .____ -.. _ _ ___ _ __ ___.._ .t. II- .{j_'� - - -_ ___ _ ._.._.______ _ __..___ __ __ _ -.f. -II ___ _. __ __ _._ -__. - - - -- __ __ _ ... __ .{. 11__.. ___ __ _ _- - _ ____ ___.______It- - z•z___. ___,,_. _ _ -- ____II �.Z_._.._._ _.___.- _II_ � y _' ^' =_ M „W»`Y - �; ^_ ----- µN!r � Z_.___F_ __.___. _ _ _ --------- _.__ __ D_ ____�_______. __ _ _._ -_.._. ,_.__ ____ _ �_... _.____ .._.__.__ ___.__ ---- _.._._.. _ >____._.T_____ _____ ___ _ _ --I'-- __ __. ___ _ __ _ __ _ . _. _____ ____,.._._ ..__ Q_ .._...,..,.__..______..._______ 0.... 6_ __ _ ________._._ it 2_,____,�_ r� z _ -__.__ __ ___ ___ . _ __II -� z ______.__ ,_,•, ___ ._ ._ _ _ _ _ ___.__ ;_ _. , _ -, . -- _ -_ .,,_, __. _ _ _ _ _ __ . _ __ _ _4_____ - o- _ _ _ __ .. _ _ _ a --- ---- _• --- __ - _ _ _ _ �_W__ 0 +00 1 +00 2 +00 3 +00 4 +00 12" DURASLOT ® WITH 6" SLOT , - 12 ", 15 ", 18 24" DURASLOT® ADAPTER 12 , 15 , 18 , 24 DURASLOT END CAP pQ CQ - - U CM CM HORIZ. SCALE: I"=30' 29 2 AA 24" 530 530 C > m T o Ana� VERT. SCALE 1"=10' 485 14 14A 525 C R O S S S E C T I O N 480 B 475 D \ 31.2 21 " B C U 470 P L A N V I E W END VIEW TOP VIEW 465 A • ACCXrfA= ,UMWATE FOR TW PUT MODIFIED ORIGINAL PIPE PART NQ SIZE C 12 1260 -DS VERT. SCALE 1"=10' 485 14 14A 525 C R O S S S E C T I O N 480 B 475 D \ 31.2 21 " B C U 470 P L A N V I E W END VIEW TOP VIEW 465 A • ACCXrfA= ,UMWATE FOR TW PUT MODIFIED ORIGINAL PIPE A B C D PART NA PART NQ SIZE 1533 -DS 1567 -AA 15" 7.77" 1262 -DS 1214 -AA 12" 14" 14.6" 15.4" 5.5" 2467 -AA 1213 -AA* 9.45" 8" ropose_ rq e - - - -___ 1562 -DS 1514 -AA 15" 16" 17.75" 18.6" 6.5" STA. =0 +2 1513 -AA* 3065 -AA 30" INV.= 509. 10" ___STA. =0 +2 1862 -DS 1814 -AA 18" 18" 21.4" 22.4" 7.5" e 1813 -AA* __o a___ ____ _.__ _ ___ _ _____ ___._Cord 2462 -DS 2414 -AA 24" 14.8" 28.2" 29.25" 6" .-- _- __....._ 2413 -AA* W o TJ? ill Li d } - MODIFIED PART NjQ ORIGINAL PART N -G PIPE SIZE A B 1233 -DS 1267 -AA 12" 5.76" 4.25" 1533 -DS 1567 -AA 15" 7.77" 6.25" 1833 -DS 1867 -AA 18" 8.04" 6.50" 2433 -DS 2467 -AA 24" 9.45" 8" ,��'�'�9�� ll�jl'II�AII:ILulllJ9�!�;��II �u�6�'�il�� l `'. ELEVATION 450 HCPS DWG #PI --7 445 -n 520 515 510 TERLINE _ _ 5.73 1221 -DS 1265 -AA - LO 2" _ 7.75" li P') ----- - _. _ ____ _ _ _.tl__ 12" __._ _______ -__ -_- © F- o F-- 1526 -DS 1565 -AA _ 5.25" -1-4:75- 1826 -DS ropose_ rq e - - - -___ 9" _ 18" RLINE DIP YItA' 24" 5" • STA. =0 +2 3026 -DS 3065 -AA 30" INV.= 509. 10" ___STA. =0 +2 3626 -DS 27.46' -15 "H 36" 4.75" 10" 20.8" e __o a___ ____ _.__ _ ___ _ _____ ___._Cord :T U_ LI__ LL_ __- __,____ -_ -._ _ �_ ____ ___ ____ Lj3 _ .-- _- __....._ tD .- W o TJ? ill Li d } - ca U O .L. � 6 it 4 O C?- _. p _ ----- - + it 10 U) } if if 1 Q 490 it p z z it 4 V) 25 0 +00 > > > 25 0 .00 520 515 67 505 500 p _ acted Fill (Typ.)* 495 490 485 -0 510 TERLINE _ _ 5.73 A 1221 -DS 1265 -AA - LO 2" _ 7.75" li C4 12" 5.5" © F- o F-- 1526 -DS 1565 -AA 12" 15" 18" 24" 30" 36" w, DURASLOTO COUPLER BANDS �';cz' 7t� -(Y HCPS DWG #EC -3 sI4NAL W_ 4gn n18 1 AA 4an 540 44 44A 1" H O O DURASLOT INSTALLATION PRACTICES 485 HCPS DWG #AD -3 f---i 480 23» 8 ASPHALT 4 7 5 • Pro S 470 8" B 465 HEAVY TRAFFIC CONDITION A END VIEW SIDE VIEW 460 ASPHALT S COMPACTED TO 95% MODIFIED PROCTOR III =I I = =I MODERATE TRAFFIC CONDITION rf,vuraslot Surface Drain Details HCPS DWG INE ST -1 MODIFIED PART NA _ _ (" 60-_ _ _ W A 1221 -DS 1265 -AA - LO 2" _ 7.75" li C4 12" 5.5" © F- o F-- 1526 -DS 1565 -AA 15" 5.25" Pro osed_Grade 1826 -DS 1865 -AA 18" 5" 9" _ 18" RLINE DIP YItA' 24" 5" • STA. =0 +2 3026 -DS 3065 -AA 30" INV.= 509. 10" 16.5" 3626 -DS 27.46' -15 "H 36" 4.75" 10" 20.8" e M N - - ___ -- :T U_ LI__ LL_ h M tD .- W o TJ? ill Li d 0 N - ca U O .L. � 6 it 4 O C?- _. p _ ----- - + it 10 U) } if if 1 Q 490 it p z z it 4 V) 25 0 +00 > > > 1nZZZ 30 0 +00 12" 15" 18" 24" 30" 36" w, DURASLOTO COUPLER BANDS �';cz' 7t� -(Y HCPS DWG #EC -3 sI4NAL W_ 4gn n18 1 AA 4an 540 44 44A 1" H O O DURASLOT INSTALLATION PRACTICES 485 HCPS DWG #AD -3 f---i 480 23» 8 ASPHALT 4 7 5 • Pro S 470 8" B 465 HEAVY TRAFFIC CONDITION A END VIEW SIDE VIEW 460 ASPHALT S COMPACTED TO 95% MODIFIED PROCTOR III =I I = =I MODERATE TRAFFIC CONDITION rf,vuraslot Surface Drain Details HCPS DWG INE ST -1 MODIFIED PART NA ORIGINAL PART N9 PIPE SIZE H W A 1221 -DS 1265 -AA 12" 2" 8" 7.75" 1226 -DS 1265 -AA 12" 5.5" 8" 7.75" 1526 -DS 1565 -AA 15" 5.25" 9" 10.5" 1826 -DS 1865 -AA 18" 5" 9" 10.5" RLINE 2465 -AA 24" 5" • iiiil�i%� 3026 -DS 3065 -AA 30" 5" 10" 16.5" 3626 -DS 3661 -AA 36" 4.75" 10" 20.8" e o o ___ -- :T U_ LI__ 12" 15" 18" 24" 30" 36" w, DURASLOTO COUPLER BANDS �';cz' 7t� -(Y HCPS DWG #EC -3 sI4NAL W_ 4gn n18 1 AA 4an 540 44 44A 1" H O O DURASLOT INSTALLATION PRACTICES 485 HCPS DWG #AD -3 f---i 480 23» 8 ASPHALT 4 7 5 • Pro S 470 8" B 465 HEAVY TRAFFIC CONDITION A END VIEW SIDE VIEW 460 ASPHALT S COMPACTED TO 95% MODIFIED PROCTOR III =I I = =I MODERATE TRAFFIC CONDITION rf,vuraslot Surface Drain Details HCPS DWG INE ST -1 MODIFIED PART NA ORIGINAL PART N9 PIPE SIZE H W A 1221 -DS 1265 -AA 12" 2" 8" 7.75" 1226 -DS 1265 -AA 12" 5.5" 8" 7.75" 1526 -DS 1565 -AA 15" 5.25" 9" 10.5" 1826 -DS 1865 -AA 18" 5" 9" 10.5" 2426 -DS 2465 -AA 24" 5" 10" 12.63" 3026 -DS 3065 -AA 30" 5" 10" 16.5" 3626 -DS 3661 -AA 36" 4.75" 10" 20.8" 455 450 -0 535 530 26. 525 520 515 510 505 500 -0 Notes' 1. Inlet shaping (IS -1) shall be provided for Storm Sewer Notes: a � co o 5 v ..____ __ .T __ _�. __ U-) _- all structures with a 4' or greater drop. Minimum Cover: 2' - Existi g : rade- 2. Saftely slabs (SL -1) shall be provided for all Minimum Seperatlons __ '47a- Q structures taller than 12' Waterline 1' S x 8"-DIP- WATERL 470 P_- MATERLII4E Exist TA. =0 +09.28 INV.= 522.60 - U e o o ___ -- :T U_ LI__ LL_ h M tD .- 6__c o TJ? ill Li d 0 N - U O .L. � 6 it 4 _ C?- _. p _ ----- - c z »> I< > V) V) 25 0 +00 co 535 530 26. 525 520 515 510 505 500 -0 F� Not To Scale anitary Sewer. 2 O o HCPS DWG #DD -4 *Compact Fill to 95% Optimum Moisture Content co ° v w A V U U 2499CGD 1599CGD APPROX iDRAIN AREA = Z70.64SQIN APPROX, DRAIN AREA = 122.07SQIN NYLOPLAST DRAIN BASIN WITH DOME GRATE w APPROX WEIGHT= 53.00 LBS APPROX. WEIGHT = 26 50 LBS Z W (1, 2) INTEGRATED DUCTILE IRON z i GRATE TO MATCH BASIN O.D. �000� .Q E--1 A A \ A MINIMUM PIPE BURIAL A I I� DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE ►D E"I (3) VARIABLE INVERT HEIGHTS MANUFACTURER 0' - 3600 ACCORDING TO PLANS Q C� RECOMMENDATION AVAILABLE (ACCORDING TO U Q a PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) UD 60"9� (3) VARIABLE SUMP DEPTH ()„1 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS ACCORDING TO PLANS H AVAILABLE: 4" - 30" FOR CORRUGATED HOPE (6" MIN. ON 8" - 24 ", 10" MIN. ON 30" (ADS N- 12/HANCOR DUAL WALL, ADSMANCOR BASED ON MANUFACTURING REQ) ► -� SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), ft. E-1 PVC DWV (EX: SCH 40), PVC C900 /C905, CORRUGATED & RIBBED PVC wcn..1 WATERTIGHT JOINT t V Q THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER U� (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II .� 8" - 30" MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR E--4 SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. -Q �i W W 1 - 8"- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 SECTION A -A GRADE 70 -50 -05 SECTION A -A DIMENSIONS ARE FOR REFERENCE ONLY 2 - 8'& 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE DOM. PROJECT NO: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY OF A PVC BODY TOP SEE DRAWING NO 7001 - 110-045 12.006 ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DIMENSIONS ARE IN INCHES QUALITY MATERIALS SHALL CONFORM TOASTM A536 GRADE 70 -50 -05 DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH ff0MTYHA1BC MATERIAL 3130 VERONA AVE INDEX TITLE: QUALITY, MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7050 -05 PAINT CASTINGS ARE FURNISHED WITH A BLACK PAINT RESTRICTIONS SEE DRAWING NO. 7001-110-065 PROPRIETARY RIGHTS THE RECEIPT OR POSSESSIOt OF THIS PRINT 404.E BUFORD, GA 30518 PAINT. CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO DOES NOT CONFER, TRANSFER, OR LICENSE THE US �TETHE DFM_j T PHN (770) 932 -244 LOCKING DEVICE AVAILABLE UPON REQUEST ASTM D3212 FOR CORRUGATED HDPE (ADS N- 121HANCOR DUAL WALL), OR TECHNICAL INFORMATION SHOWN HEREIN REPROD JCTION OF N g last FAX (770) 932 -249 THIS PRINT DISCLOSES SUDJECT MATTER IN WHICH NYLOPLASTHAS DRAWN BY EIC MATERIAL 3130VOMAVE N -12 HP, & PVC SEWER (4 " -24 ") THIS PRINT OR ANY INFORMATION CONTAINED HEREI RL�SED BY EBC PROJECT N0. /NAME www nyiopiost -us corr THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOFLASTHAS DRAWN BY 50 MATERIAL 3130VERONAAVE PROPRIETARY RIGHTS THE RECEIPT OR POSSESSION OF THIS PRINT DUCTILEIRON AUFORD,GA30511 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0* 360 {. TO DETERMINE MANUFACTURE OF ANY ARTICLE HEREFROM, FOR TH DISCLOSURE PROPRIETARYRIGHTS THE RECEIPT OR POSSESSION OF THIS PRINT SUFORD,GA30511 DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OFTHE DESIGN DATE 3.74 n1N(7ro)132�2443 TITLE WCTILEiRON MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO 7001- 110 -012 TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WR{ WESNOTOONFER, TRANSFER, OR LICENSE THE USEOFTHE DESIGN DATE a4m FHN(770)�•� OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF Nyloplasf FAX(770)1322410 2 -25-1 DRAIN BASIN WITH DOME GRATE SP30 ORTECHWIA INFORMATION SHOWN HEREIN REPRODUCTION OF Nyloplasf FAX �O)132•� THIS PRINT OR ANY INFORMATION CONTAINEDHEREIN,OR wwrr,meoPw -com 6 - 8 " -30 'DOME GRATES HAVE NO LOAD RATING PERMISSION FROM NYLOPLAST >.wwmbPW-�m REVISED,r Etc PROJECT QUICK SPEC INSTALLATION DETAIL THIS PRINT OR MY INFORMATION CONTAINEDHEREIN,OR REVISED AY ERC PROJECTNOJNAME MANUFACTURE OF ANY ARTICLE TITLE MANUFACTURE OF ANY ARTICLE HEREFROM , FOR THE DISCLOSURE mu TO OTHERS ISFORRIDDEN ,EKCEFT5Y SPECIFIC. WRITTEN DATE 3411 72011 NYLOPLAS DWG SIZE A SCALE 1 40 SHEET 1 OF 1 DWG NO 7001 -110 -397 REV B 31 OF 48 TO OTHERS Is FORIIIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.2411 PERMISSION FROMNYLOPLAST 15 IN DOME GRATE SHEET NO: 2 N lo_ last Yard Drain Details PERMISSION FROMNYLOPLASr 241N DOME GRATE _ OWGS¢E A KALE 14 SHEET 10F1 DING KO. 700t•tt421t REV p rmimwusr DWG SIZE A KALE 1.4 SHEET 1OF1 DWGNO. 7001.114211 REV D ►SP3 Not To Scale - - - - -- - -- -- - -- - WMI Nrt"T DATE: 04/20/13 Notes' 1. Inlet shaping (IS -1) shall be provided for Storm Sewer Notes: a � co o 5 v ..____ __ .T __ _�. __ U-) _- all structures with a 4' or greater drop. Minimum Cover: 2' m 2. Saftely slabs (SL -1) shall be provided for all Minimum Seperatlons Q structures taller than 12' Waterline 1' S x 8"-DIP- WATERL Exist Gr INV.= 522.60 - U e LU LL_ h M tD .- © TJ? ill Li d 0 N - U O .L. � 6 it 4 11 - - il=©ZZ II© c z »> I< > V) V) z co 30 0 +00 F� Not To Scale anitary Sewer. 2 O o HCPS DWG #DD -4 *Compact Fill to 95% Optimum Moisture Content co ° v w A V U U 2499CGD 1599CGD APPROX iDRAIN AREA = Z70.64SQIN APPROX, DRAIN AREA = 122.07SQIN NYLOPLAST DRAIN BASIN WITH DOME GRATE w APPROX WEIGHT= 53.00 LBS APPROX. WEIGHT = 26 50 LBS Z W (1, 2) INTEGRATED DUCTILE IRON z i GRATE TO MATCH BASIN O.D. �000� .Q E--1 A A \ A MINIMUM PIPE BURIAL A I I� DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE ►D E"I (3) VARIABLE INVERT HEIGHTS MANUFACTURER 0' - 3600 ACCORDING TO PLANS Q C� RECOMMENDATION AVAILABLE (ACCORDING TO U Q a PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) UD 60"9� (3) VARIABLE SUMP DEPTH ()„1 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS ACCORDING TO PLANS H AVAILABLE: 4" - 30" FOR CORRUGATED HOPE (6" MIN. ON 8" - 24 ", 10" MIN. ON 30" (ADS N- 12/HANCOR DUAL WALL, ADSMANCOR BASED ON MANUFACTURING REQ) ► -� SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), ft. E-1 PVC DWV (EX: SCH 40), PVC C900 /C905, CORRUGATED & RIBBED PVC wcn..1 WATERTIGHT JOINT t V Q THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER U� (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II .� 8" - 30" MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR E--4 SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. -Q �i W W 1 - 8"- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 SECTION A -A GRADE 70 -50 -05 SECTION A -A DIMENSIONS ARE FOR REFERENCE ONLY 2 - 8'& 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE DOM. PROJECT NO: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY OF A PVC BODY TOP SEE DRAWING NO 7001 - 110-045 12.006 ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DIMENSIONS ARE IN INCHES QUALITY MATERIALS SHALL CONFORM TOASTM A536 GRADE 70 -50 -05 DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH ff0MTYHA1BC MATERIAL 3130 VERONA AVE INDEX TITLE: QUALITY, MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7050 -05 PAINT CASTINGS ARE FURNISHED WITH A BLACK PAINT RESTRICTIONS SEE DRAWING NO. 7001-110-065 PROPRIETARY RIGHTS THE RECEIPT OR POSSESSIOt OF THIS PRINT 404.E BUFORD, GA 30518 PAINT. CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO DOES NOT CONFER, TRANSFER, OR LICENSE THE US �TETHE DFM_j T PHN (770) 932 -244 LOCKING DEVICE AVAILABLE UPON REQUEST ASTM D3212 FOR CORRUGATED HDPE (ADS N- 121HANCOR DUAL WALL), OR TECHNICAL INFORMATION SHOWN HEREIN REPROD JCTION OF N g last FAX (770) 932 -249 THIS PRINT DISCLOSES SUDJECT MATTER IN WHICH NYLOPLASTHAS DRAWN BY EIC MATERIAL 3130VOMAVE N -12 HP, & PVC SEWER (4 " -24 ") THIS PRINT OR ANY INFORMATION CONTAINED HEREI RL�SED BY EBC PROJECT N0. /NAME www nyiopiost -us corr THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOFLASTHAS DRAWN BY 50 MATERIAL 3130VERONAAVE PROPRIETARY RIGHTS THE RECEIPT OR POSSESSION OF THIS PRINT DUCTILEIRON AUFORD,GA30511 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0* 360 {. TO DETERMINE MANUFACTURE OF ANY ARTICLE HEREFROM, FOR TH DISCLOSURE PROPRIETARYRIGHTS THE RECEIPT OR POSSESSION OF THIS PRINT SUFORD,GA30511 DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OFTHE DESIGN DATE 3.74 n1N(7ro)132�2443 TITLE WCTILEiRON MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO 7001- 110 -012 TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WR{ WESNOTOONFER, TRANSFER, OR LICENSE THE USEOFTHE DESIGN DATE a4m FHN(770)�•� OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF Nyloplasf FAX(770)1322410 2 -25-1 DRAIN BASIN WITH DOME GRATE SP30 ORTECHWIA INFORMATION SHOWN HEREIN REPRODUCTION OF Nyloplasf FAX �O)132•� THIS PRINT OR ANY INFORMATION CONTAINEDHEREIN,OR wwrr,meoPw -com 6 - 8 " -30 'DOME GRATES HAVE NO LOAD RATING PERMISSION FROM NYLOPLAST >.wwmbPW-�m REVISED,r Etc PROJECT QUICK SPEC INSTALLATION DETAIL THIS PRINT OR MY INFORMATION CONTAINEDHEREIN,OR REVISED AY ERC PROJECTNOJNAME MANUFACTURE OF ANY ARTICLE TITLE MANUFACTURE OF ANY ARTICLE HEREFROM , FOR THE DISCLOSURE mu TO OTHERS ISFORRIDDEN ,EKCEFT5Y SPECIFIC. WRITTEN DATE 3411 72011 NYLOPLAS DWG SIZE A SCALE 1 40 SHEET 1 OF 1 DWG NO 7001 -110 -397 REV B 31 OF 48 TO OTHERS Is FORIIIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.2411 PERMISSION FROMNYLOPLAST 15 IN DOME GRATE SHEET NO: 2 N lo_ last Yard Drain Details PERMISSION FROMNYLOPLASr 241N DOME GRATE _ OWGS¢E A KALE 14 SHEET 10F1 DING KO. 700t•tt421t REV p rmimwusr DWG SIZE A KALE 1.4 SHEET 1OF1 DWGNO. 7001.114211 REV D ►SP3 Not To Scale - - - - -- - -- -- - -- - WMI Nrt"T DATE: 04/20/13 Notes' 1. Inlet shaping (IS -1) shall be provided for Storm Sewer Notes: a � O o 5 v all structures with a 4' or greater drop. Minimum Cover: 2' m 2. Saftely slabs (SL -1) shall be provided for all Minimum Seperatlons Q structures taller than 12' Waterline 1' S x U LU x U c z INE co A � m w O CZ7 W o M r F� Not To Scale anitary Sewer. 2 O o HCPS DWG #DD -4 *Compact Fill to 95% Optimum Moisture Content co ° v w A V U U 2499CGD 1599CGD APPROX iDRAIN AREA = Z70.64SQIN APPROX, DRAIN AREA = 122.07SQIN NYLOPLAST DRAIN BASIN WITH DOME GRATE w APPROX WEIGHT= 53.00 LBS APPROX. WEIGHT = 26 50 LBS Z W (1, 2) INTEGRATED DUCTILE IRON z i GRATE TO MATCH BASIN O.D. �000� .Q E--1 A A \ A MINIMUM PIPE BURIAL A I I� DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE ►D E"I (3) VARIABLE INVERT HEIGHTS MANUFACTURER 0' - 3600 ACCORDING TO PLANS Q C� RECOMMENDATION AVAILABLE (ACCORDING TO U Q a PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) UD 60"9� (3) VARIABLE SUMP DEPTH ()„1 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS ACCORDING TO PLANS H AVAILABLE: 4" - 30" FOR CORRUGATED HOPE (6" MIN. ON 8" - 24 ", 10" MIN. ON 30" (ADS N- 12/HANCOR DUAL WALL, ADSMANCOR BASED ON MANUFACTURING REQ) ► -� SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), ft. E-1 PVC DWV (EX: SCH 40), PVC C900 /C905, CORRUGATED & RIBBED PVC wcn..1 WATERTIGHT JOINT t V Q THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER U� (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II .� 8" - 30" MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR E--4 SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. -Q �i W W 1 - 8"- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 SECTION A -A GRADE 70 -50 -05 SECTION A -A DIMENSIONS ARE FOR REFERENCE ONLY 2 - 8'& 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE DOM. PROJECT NO: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY OF A PVC BODY TOP SEE DRAWING NO 7001 - 110-045 12.006 ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DIMENSIONS ARE IN INCHES QUALITY MATERIALS SHALL CONFORM TOASTM A536 GRADE 70 -50 -05 DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH ff0MTYHA1BC MATERIAL 3130 VERONA AVE INDEX TITLE: QUALITY, MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7050 -05 PAINT CASTINGS ARE FURNISHED WITH A BLACK PAINT RESTRICTIONS SEE DRAWING NO. 7001-110-065 PROPRIETARY RIGHTS THE RECEIPT OR POSSESSIOt OF THIS PRINT 404.E BUFORD, GA 30518 PAINT. CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO DOES NOT CONFER, TRANSFER, OR LICENSE THE US �TETHE DFM_j T PHN (770) 932 -244 LOCKING DEVICE AVAILABLE UPON REQUEST ASTM D3212 FOR CORRUGATED HDPE (ADS N- 121HANCOR DUAL WALL), OR TECHNICAL INFORMATION SHOWN HEREIN REPROD JCTION OF N g last FAX (770) 932 -249 THIS PRINT DISCLOSES SUDJECT MATTER IN WHICH NYLOPLASTHAS DRAWN BY EIC MATERIAL 3130VOMAVE N -12 HP, & PVC SEWER (4 " -24 ") THIS PRINT OR ANY INFORMATION CONTAINED HEREI RL�SED BY EBC PROJECT N0. /NAME www nyiopiost -us corr THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOFLASTHAS DRAWN BY 50 MATERIAL 3130VERONAAVE PROPRIETARY RIGHTS THE RECEIPT OR POSSESSION OF THIS PRINT DUCTILEIRON AUFORD,GA30511 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0* 360 {. TO DETERMINE MANUFACTURE OF ANY ARTICLE HEREFROM, FOR TH DISCLOSURE PROPRIETARYRIGHTS THE RECEIPT OR POSSESSION OF THIS PRINT SUFORD,GA30511 DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OFTHE DESIGN DATE 3.74 n1N(7ro)132�2443 TITLE WCTILEiRON MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO 7001- 110 -012 TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WR{ WESNOTOONFER, TRANSFER, OR LICENSE THE USEOFTHE DESIGN DATE a4m FHN(770)�•� OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF Nyloplasf FAX(770)1322410 2 -25-1 DRAIN BASIN WITH DOME GRATE SP30 ORTECHWIA INFORMATION SHOWN HEREIN REPRODUCTION OF Nyloplasf FAX �O)132•� THIS PRINT OR ANY INFORMATION CONTAINEDHEREIN,OR wwrr,meoPw -com 6 - 8 " -30 'DOME GRATES HAVE NO LOAD RATING PERMISSION FROM NYLOPLAST >.wwmbPW-�m REVISED,r Etc PROJECT QUICK SPEC INSTALLATION DETAIL THIS PRINT OR MY INFORMATION CONTAINEDHEREIN,OR REVISED AY ERC PROJECTNOJNAME MANUFACTURE OF ANY ARTICLE TITLE MANUFACTURE OF ANY ARTICLE HEREFROM , FOR THE DISCLOSURE mu TO OTHERS ISFORRIDDEN ,EKCEFT5Y SPECIFIC. WRITTEN DATE 3411 72011 NYLOPLAS DWG SIZE A SCALE 1 40 SHEET 1 OF 1 DWG NO 7001 -110 -397 REV B 31 OF 48 TO OTHERS Is FORIIIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.2411 PERMISSION FROMNYLOPLAST 15 IN DOME GRATE SHEET NO: 2 N lo_ last Yard Drain Details PERMISSION FROMNYLOPLASr 241N DOME GRATE _ OWGS¢E A KALE 14 SHEET 10F1 DING KO. 700t•tt421t REV p rmimwusr DWG SIZE A KALE 1.4 SHEET 1OF1 DWGNO. 7001.114211 REV D ►SP3 Not To Scale - - - - -- - -- -- - -- - WMI Nrt"T DATE: 04/20/13 Notes' 1. Inlet shaping (IS -1) shall be provided for Storm Sewer Notes: � O o 5 v all structures with a 4' or greater drop. Minimum Cover: 2' 2. Saftely slabs (SL -1) shall be provided for all Minimum Seperatlons Uj structures taller than 12' Waterline 1' S x F� Not To Scale anitary Sewer. 2 O o HCPS DWG #DD -4 *Compact Fill to 95% Optimum Moisture Content co ° v w A V U U 2499CGD 1599CGD APPROX iDRAIN AREA = Z70.64SQIN APPROX, DRAIN AREA = 122.07SQIN NYLOPLAST DRAIN BASIN WITH DOME GRATE w APPROX WEIGHT= 53.00 LBS APPROX. WEIGHT = 26 50 LBS Z W (1, 2) INTEGRATED DUCTILE IRON z i GRATE TO MATCH BASIN O.D. �000� .Q E--1 A A \ A MINIMUM PIPE BURIAL A I I� DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE ►D E"I (3) VARIABLE INVERT HEIGHTS MANUFACTURER 0' - 3600 ACCORDING TO PLANS Q C� RECOMMENDATION AVAILABLE (ACCORDING TO U Q a PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) UD 60"9� (3) VARIABLE SUMP DEPTH ()„1 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS ACCORDING TO PLANS H AVAILABLE: 4" - 30" FOR CORRUGATED HOPE (6" MIN. ON 8" - 24 ", 10" MIN. ON 30" (ADS N- 12/HANCOR DUAL WALL, ADSMANCOR BASED ON MANUFACTURING REQ) ► -� SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), ft. E-1 PVC DWV (EX: SCH 40), PVC C900 /C905, CORRUGATED & RIBBED PVC wcn..1 WATERTIGHT JOINT t V Q THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER U� (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II .� 8" - 30" MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR E--4 SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. -Q �i W W 1 - 8"- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 SECTION A -A GRADE 70 -50 -05 SECTION A -A DIMENSIONS ARE FOR REFERENCE ONLY 2 - 8'& 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE DOM. PROJECT NO: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY OF A PVC BODY TOP SEE DRAWING NO 7001 - 110-045 12.006 ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DIMENSIONS ARE IN INCHES QUALITY MATERIALS SHALL CONFORM TOASTM A536 GRADE 70 -50 -05 DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH ff0MTYHA1BC MATERIAL 3130 VERONA AVE INDEX TITLE: QUALITY, MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7050 -05 PAINT CASTINGS ARE FURNISHED WITH A BLACK PAINT RESTRICTIONS SEE DRAWING NO. 7001-110-065 PROPRIETARY RIGHTS THE RECEIPT OR POSSESSIOt OF THIS PRINT 404.E BUFORD, GA 30518 PAINT. CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO DOES NOT CONFER, TRANSFER, OR LICENSE THE US �TETHE DFM_j T PHN (770) 932 -244 LOCKING DEVICE AVAILABLE UPON REQUEST ASTM D3212 FOR CORRUGATED HDPE (ADS N- 121HANCOR DUAL WALL), OR TECHNICAL INFORMATION SHOWN HEREIN REPROD JCTION OF N g last FAX (770) 932 -249 THIS PRINT DISCLOSES SUDJECT MATTER IN WHICH NYLOPLASTHAS DRAWN BY EIC MATERIAL 3130VOMAVE N -12 HP, & PVC SEWER (4 " -24 ") THIS PRINT OR ANY INFORMATION CONTAINED HEREI RL�SED BY EBC PROJECT N0. /NAME www nyiopiost -us corr THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOFLASTHAS DRAWN BY 50 MATERIAL 3130VERONAAVE PROPRIETARY RIGHTS THE RECEIPT OR POSSESSION OF THIS PRINT DUCTILEIRON AUFORD,GA30511 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0* 360 {. TO DETERMINE MANUFACTURE OF ANY ARTICLE HEREFROM, FOR TH DISCLOSURE PROPRIETARYRIGHTS THE RECEIPT OR POSSESSION OF THIS PRINT SUFORD,GA30511 DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OFTHE DESIGN DATE 3.74 n1N(7ro)132�2443 TITLE WCTILEiRON MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO 7001- 110 -012 TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WR{ WESNOTOONFER, TRANSFER, OR LICENSE THE USEOFTHE DESIGN DATE a4m FHN(770)�•� OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF Nyloplasf FAX(770)1322410 2 -25-1 DRAIN BASIN WITH DOME GRATE SP30 ORTECHWIA INFORMATION SHOWN HEREIN REPRODUCTION OF Nyloplasf FAX �O)132•� THIS PRINT OR ANY INFORMATION CONTAINEDHEREIN,OR wwrr,meoPw -com 6 - 8 " -30 'DOME GRATES HAVE NO LOAD RATING PERMISSION FROM NYLOPLAST >.wwmbPW-�m REVISED,r Etc PROJECT QUICK SPEC INSTALLATION DETAIL THIS PRINT OR MY INFORMATION CONTAINEDHEREIN,OR REVISED AY ERC PROJECTNOJNAME MANUFACTURE OF ANY ARTICLE TITLE MANUFACTURE OF ANY ARTICLE HEREFROM , FOR THE DISCLOSURE mu TO OTHERS ISFORRIDDEN ,EKCEFT5Y SPECIFIC. WRITTEN DATE 3411 72011 NYLOPLAS DWG SIZE A SCALE 1 40 SHEET 1 OF 1 DWG NO 7001 -110 -397 REV B 31 OF 48 TO OTHERS Is FORIIIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.2411 PERMISSION FROMNYLOPLAST 15 IN DOME GRATE SHEET NO: 2 N lo_ last Yard Drain Details PERMISSION FROMNYLOPLASr 241N DOME GRATE _ OWGS¢E A KALE 14 SHEET 10F1 DING KO. 700t•tt421t REV p rmimwusr DWG SIZE A KALE 1.4 SHEET 1OF1 DWGNO. 7001.114211 REV D ►SP3 Not To Scale - - - - -- - -- -- - -- - WMI Nrt"T DATE: 04/20/13 Hydrology Report Hydraflow Express Extension for AutoCADO Civil 3D0 2013 by Autodesk, Inc Tuesday, Oct 29 2013 Culvert Drainage Area Hydrograph type = Rational Peak discharge (cfs) = 17.24 Storm frequency (yrs) = 25 Time interval (min) = 1 Drainage area (ac) = 10.090 Runoff coeff. (C) = 0.34 Rainfall Inten (in /hr) = 5.024 Tc by User (min) = 16 OF Curve = ALBEMARLE 1DF.IDF Rec limb factor = 1.00 Q (cfs) 18.00 - 1500 - 12.00 - • /1 . 11 3.00 - 0 00 It i ' 0 5 10 Runoff Hyd - Qp = 17 24 (cfs) Culvert Report Hydrograph Volume = 16,547 (cult), 0.380 (acft) Runoff Hydrograph 25 -yr frequency 15 20 25 30 Hydraflow Express Extension for AutoCAD© Civil 3D0 2013 by Autodesk, Inc Circular Culvert Invert Elev Dn (ft) = 379.93 Pipe Length (ft) = 116.00 Slope ( %) = 1.84 Invert Elev Up (ft) = 382.07 Rise (in) = 30.0 Shape = Circular Span (in) = 30.0 No. Barrels = 1 n -Value = 0.013 Culvert Type = Circular Concrete Culvert Entrance = Groove end projecting (C) Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 Embankment = 0.80 Top Elevation (ft) = 391.29 Top Width (ft) = 50.00 Crest Width (ft) = 100.00 Calculations Q (cfs) - 18.00 - 15.00 - 12.00 • li • 11 300 -t- 0.00 35 Time (min) Tuesday, Oct 29 2013 Qmin (cfs) = 17.24 Qmax (cfs) = 17.24 Tailwater Elev (ft) = (dc +D) /2 Highlighted Total Qtotal (cfs) = 17.24 Qpipe (cfs) = 17.24 Qovertop (cfs) = 0.00 Veloc Dn (ft/s) = 4.19 Veloc Up (ft/s) = 6.08 HGL Dn (ft) = 381.88 HGL Up (ft) = 383.47 Hw Elev (ft) = 384.08 Hw /D (ft) = 0.80 Flow Regime = Inlet Control Elev (ft) <Namw� HW Depth (R) 39300 39100 359 00 367.ir0 355 00 353 00 331 GO 379 D0 377 CO 1093 893 693 493 293 093 -107 -307 -507 0 to 20 30 40 50 silt 70 30 90 too 110 124 130 140 1W 160 CitcuttrWvert - HGL Embank Reach (M 1 EXIST 30" CULVERT CALCULATIONS SP31 1 " =30' Horz, 1 " =10' Vert stmdrn Line Inlet DnStm taw • »s�'i• .Mf ,S'N :, ii +�M�� ."!� '�v'�•F � •i 'fie ? ;� � , •RF 7Y`• . x v ,.,' •R i.,��" � ", ,iY; ,f4, �,''f /�Y•( ✓A ♦`'1'(Y'r 11 ,j•�' � t„'rF F r S� , >�, , "�1�•xv,Y��'�>«', � ";�'��,�nM. G�SI'�,� .�4 °�. "� ",iE�� MEMO Runoff Incr Total Inlet I OMEN Invert Invert Line Line Line Capac Vel Pipe HGL GndiR1m No. ID Ln No Area Coeff CxA CxA Iii :��: '. >... Y,� Dn Up Length Slope Size a on Travel mom El Up IMMEMOMMEMEME (ac) (C) (min) (in /hr) (cfs) (ft) (ft) (ft) ( %) (in) (cfs) M �� (ft) 00 1093 893 693 493 293 093 -107 -307 -507 0 to 20 30 40 50 silt 70 30 90 too 110 124 130 140 1W 160 CitcuttrWvert - HGL Embank Reach (M 1 EXIST 30" CULVERT CALCULATIONS SP31 1 " =30' Horz, 1 " =10' Vert stmdrn Line Inlet DnStm Drng Runoff Incr Total Inlet I Total Invert Invert Line Line Line Capac Vel Pipe HGL GndiR1m No. ID Ln No Area Coeff CxA CxA Time Inlet Runoff Dn Up Length Slope Size Full on Travel Jnct El Up (ac) (C) (min) (in /hr) (cfs) (ft) (ft) (ft) ( %) (in) (cfs) (ft/s) (min) (ft) 00 1 2 Outfall 001 090 001 1400 50 670 3933 38368 38415 7086 066 36 5432 837 024 386.19 39172 2 3 1 0,05 066 003 1399 50 6,70 3939 38435 38476 4264 096 36 6540 867 014 38680 39298 3 4 2 418 034 142 1396 140 470 3942 38719 38833 8636 132 30 4712 1074 020 39044 39347 4 5 3 011 0.68 007 1240 50 670 3522 38853 39018 14277 1 15 30 44.02 873 037 39219 39857 5 6 4 009 074 007 1233 50 670 3512 39038 40071 11963 864 24 6646 11,75 020 40552 407,53 6 7 5 007 074 005 1203 50 670 3440 40091 41463 12983 1056 24 7351 1196 022 41654 42104 7 7A 6 0.09 068 006 1198 50 670 3437 41483 42633 12249 939 24 6930 1202 020 431 12 43377 8 8 7 009 062 006 948 50 670 2731 42653 43995 123,83 1084 24 7446 953 026 44364 44669 9 9 8 021 088 018 912 50 670 2637 44015 44858 9894 852 24 6602 971 021 45037 45370 10 10 9 015 060 009 894 5,0 670 2589 44878 451 15 61.79 384 24 4429 965 0.13 45293 45609 11 11 10 022 076 0,17 8.85 60 638 2569 451 57 45249 6919 133 24 2608 946 0.15 45576 45994 12 12 11 018 0.72 013 844 50 670 2470 45267 45696 19081 225 24 3391 918 043 46037 46404 13 13 12 0,18 072 013 807 50 670 2375 45716 463.32 14785 416 24 4615 910 034 46663 47002 14 14 13 017 072 012 763 50 670 2262 46362 46568 8232 262 24 36.64 875 020 46884 47284 15 15 14 018 072 013 746 60 670 22,11 46588 46701 11063 102 24 22,86 829 027 47018 47453 16 16 15 034 046 016 686 70 609 2039 46721 46768 37.45 127 24 2547 817 010 46930 47459 17 17 16 020 060 012 671 5.0 670 1996 46788 46849 3927 164 24 2810 840 Oil 470.09 47402 18 18 17 008 077 006 659 50 670 1966 46869 46983 5675 202 24 3213 832 016 47267 47631 19 19 18 007 080 006 6.38 50 670 1909 47003 47482 9323 514 18 2380 1116 0.15 47628 48204 20 20 19 025 062 016 633 9,0 560 1894 47502 47652 29,98 5.00 18 2149 1195 005 47798 48206 21 21 20 007 065 005 617 50 670 1854 47672 48149 12633 378 18 2041 1170 020 48295 48737 22 22 21 012 068 0.08 613 60 638 1844 481,69 48617 649 6 89 18 27 57 11.67 oil 49076 49299 23 23 22 041 070 029 584 60 638 1762 48696 49068 10951 340 18 1935 1241 018 49213 49808 stmdrn Line Inlet DnStm Drng Runoff Incr Total Inlet I Total Invert Invert Line Line Line Capac Vel Pipe HGL Gnd/Rim No. ID Ln No Area Coeff CxA CxA Time Inlet Runoff Dn Up Length Slope Size Full Dn Travel Jnct El Up (ac) (C) (min) (in /hr) (cfs) (ft) (ft) (ft) ( %) (in) (cfs) (ft/s) (min) (ft) (ft) 24 24 23 021 070 015 555 5.0 6,70 1678 49088 49225 5200 263 18 1702 1072 009 49369 49874 25 25 24 0311 018 022 540 70 609 1635 49245 493.20 2991 251 18 1663 1060 005 49463 49954 26 39 25 026 060 0,16 246 70 609 11 97 49340 49530 9411 202 18 1492 772 020 49661 502,24 27 40 26 016 080 013 209 50 670 1030 49550 60158 12207 498 18 2344 733 030 50281 50826 28 41 27 0.19 077 015 1 11 5.0 670 578 50178 50219 26,43 154 15 8.00 535 008 50316 60834 29 42 28 028 074 021 097 60 670 510 60239 50673 11462 379 15 12.57 640 040 50764 51356 30 43 29 027 074 020 060 60 638 328 50693 51270 15414 374 15 1249 4.53 084 51343 51984 31 44 30 0.10 0.61 006 024 5.0 670 143 51290 51937 1 62.98 397 15 12.87 288 212 51984 526.64 32 45 31 014 075 Oil 0.11 50 670 070 61957 52344 9003 430 15 1339 357 262 62377 52949 33 26 25 042 061 026 272 90 560 827 49340 49575 3142 748 18 2872 533 Oil 49686 60018 34 27 33 006 075 005 247 50 670 7,59 495,95 50181 19262 304 18 1832 674 074 50288 50840 35 28 34 0.26 070 018 191 80 584 590 50201 50233 3159 100 18 1050 5.61 016 50327 50858 36 29 35 014 077 Oil 173 50 670 638 50253 50667 12115 342 15 1194 716 0,46 50761 51367 37 30 36 014 076 0 l l 149 50 670 466 50687 51142 11560 394 15 1281 617 050 51229 51859 38 31 37 021 078 0.16 1 16 50 670 367 51162 51621 82.41 558 15 1525 5.39 0.45 51698 52200 39 32 38 041 038 016 100 120 5,02 320 51641 51815 11410 152 15 797 588 0.72 51887 52514 40 33 39 041 037 015 0.79 100 539 256 51835 52069 10880 215 15 947 530 086 52153 52676 41 34 40 160 036 058 063 280 333 211 52090 52144 10869 050 15 455 337 106 52235 52827 42 35 41 007 082 006 006 50 670 038 521.64 52179 3088 049 15 450 053 164 52236 52800 43 46 27 009 082 007 085 50 670 422 50178 50448 4646 581 15 1557 389 019 50531 51136 44 47 43 0 l l 080 0.09 078 50 670 388 50468 50573 29.54 355 15 1217 623 013 50653 51139 45 48 44 000 000 000 069 00 000 347 60594 50919 5103 638 15 1631 608 025 50994 51374 46 49 45 008 055 1 0,04 026 1 50 1 670 1 1 33 1 50939 1 61207 1 6396 419 1 12 1 729 1 3.01 1 0,52 1 51256 1 51536 stmdrn Line Inlet DnStm Drng Runoff Incr Total Inlet I Total Invert Invert Line Line Line Capac Val Pipe HGL Gnd /Rim No. ID Ln No Area Coeff CxA CxA Time Inlet Runoff on Up Length Slope Size Full Dn Travel Jnct El Up (ac) (C) (min) (in /hr) (cfs) (ft) (ft) (ft) (%) (in) (cfs) (ft/s) (min) (ft) (ft) 47 50 46 009 068 0,05 022 50 6 7'0 1 13 512.27 51462 6557 358 12 674 6.07 063 51507 517.91 48 51 47 013 058 008 016 50 6 7'0 087 51482 51663 6556 276 8 201 564 036 51707 51996 49 52 48 009 060 005 009 50 6 7'0 051 51683 51991 8525 361 12 677 347 190 52021 522.94 50 53 49 006 059 004 004 50 6,70 024 52011 52200 6525 290 12 606 373 360 52220 52526 51 44A 31 012 062 007 007 50 6 7'0 050 51957 52016 26,42 225 15 969 246 1.08 520.43 52666 52 32A 39 007 0.81 006 006 50 6 70 038 51835 51867 3228 099 15 643 079 1.74 518.91 52523 53 55 34 009 082 007 051 60 6 70 235 50201 60482 4300 653 15 1651 259 028 50543 511,47 54 56 53 023 079 018 044 50 670 202 60502 50549 2964 1 57 15 810 548 023 50606 51141 55 57 54 007 055 0.04 026 50 670 1 20 50569 50988 5020 834 12 10.28 466 041 51034 51277 56 58 55 012 055 007 022 5,0 67'0 1.04 51008 512.30 6379 348 12 664 615 061 61273 515.41 57 59 56 010 059 006 0,15 50 6,70 074 51250 51469 6557 335 12 652 535 088 51 5,05 51793 58 60 57 012 059 007 009 50 670 047 61489 61671 6556 277 12 593 452 142 51699 51997 59 61 58 0,04 052 002 0.02 50 6 7'0 0.14 51691 51917 65.57 346 12 661 338 616 51932 52273 60 43A 30 022 074 016 016 50 6 7'0 1 09 51290 51337 2642 179 15 865 220 050 513.78 51987 61 54 45 000 000 000 043 00 000 268 50939 51045 4147 256 15 1032 495 033 51109 51382 62 54A 61 044 050 022 043 7,0 609 269 51065 51165 2724 367 12 682 773 014 51234 51287 63 546 62 042 050 021 021 70 609 128 51185 51233 2200 218 12 526 335 023 51281 51350 64 30A 37 027 081 022 022 60 638 1,39 51162 61217 2742 202 15 919 205 040 51264 51860 65 42A 29 021 074 016 016 50 670 104 50693 50724 2642 116 15 695 144 052 50764 51362 66 29A 36 0.18 076 0.14 014 50 670 0.92 50687 50718 27,46 114 15 689 121 061 507,56 51370 67 39A 26 027 077 021 021 50 670 139 49550 49607 2962 193 15 897 121 044 49654 50213 68 13A 13 009 057 005 031 5.0 670 171 46352 46406 2744 198 15 908 139 030 46666 47013 69 13B 68 001 070 001 026 50 6 70 1 45 46426 472 08 57 11 13 70 12 1318 185 047 47259 48177 Note. 10 -Year Storm Event Used For Storm Drain Calculations stmdrn Line Inlet DnStm Drng Runoff Incr Total Inlet i Total Invert Invert Line Line Line Capac Vel Pipe HGL Gnd /Rim No. ID Ln No Area Coeff CxA CxA Time Inlet Runoff on Up Length Slope Size Full Dn Travel Jnct El Up (ac) (C) (min) (m /hr) (cfs) (ft) (ft) (ft) (%) (in) (cfs) (ft/s) (min) (ft) (ft) 70 13C 69 007 068 004 025 50 6.70 1.46 47228 48152 9956 929 12 1085 6,89 082 48203 484,68 71 13D 70 015 043 006 021 60 638 127 48172 48469 7443 399 12 711 606 072 48516 48800 72 13E 71 016 049 008 015 55 653 092 48489 48770 6878 409 12 720 525 093 48810 49098 73 13F 72 014 0.50 007 007 60 6,70 047 48790 49043 5905 428 12 737 415 165 49071 49359 74 22A 22 027 077 021 0,21 60 638 1,33 48637 48698 3052 200 15 913 1 08 047 49079 49297 75 36 15 016 074 0 l l 046 50 6,70 259 46721 47043 9704 332 15 1176 211 071 47107 47643 76 37 75 006 079 005 035 50 670 205 47063 47182 11453 104 15 658 474 1.08 47239 47882 77 37A 76 016 068 Oil Oil 50 670 073 47202 47236 31 59 108 15 670 239 089 47269 47880 78 38 76 026 075 020 020 60 638 124 47202 47667 11841 392 15 1279 414 195 47711 48406 79 18A 18 0,20 0.72 014 014 50 670 0,96 47003 470,43 29,54 134 15 748 079 063 47268 47631 80 62A Outfall 000 000 000 053 0,0 000 311 43000 43304 4666 650 15 1647 1024 0,30 43374 45320 81 62B 80 0.00 000 000 053 00 000 314 43708 44294 3784 1550 15 2542 1407 024 44365 46700 82 62C 81 000 000 000 053 00 000 318 44794 45472 4372 1550 15 25.42 1413 028 455.44 47300 83 63A 82 028 066 018 053 50 670 322 45770 46533 4836 1577 15 2565 1426 030 46605 47340 84 63 83 0.25 068 017 035 50 6.70 213 46553 46683 2530 516 15 1467 433 024 46741 47308 85 64 84 030 060 018 018 65 623 1 12 46703 46966 2815 933 15 1973 357 051 47008 47393 86 14A 14 009 067 005 005 50 670 034 46588 46618 3253 092 15 620 028 194 46884 47261 87 713 7 019 066 013 244 50 670 1233 42653 42700 3125 151 18 1292 698 008 43223 43471 88 7C 87 025 038 010 231 60 638 1178 42720 43759 10764 966 15 2007 960 019 43881 44175 89 7D 88 084 037 031 222 100 539 1136 43779 44403 9445 660 15 1659 1066 017 44524 44794 90 7E 89 230 038 087 1 91 100 539 985 44423 44979 11003 506 15 1452 924 023 45097 45509 91 7F 90 080 040 032 101 80 584 538 44999 41135 10212 321 12 641 619 025 454 28 45748 92 1. 7G 91 076 035 027 0.71 1 80 584 378 45355 45682 13083 1 250 12 563 611 0,45 45765 1 46198 stmdrn Line Inlet DnStm Drng Runoff Incr Total Inlet I Total Invert Invert Line Line Line Capac Vel Pipe HGL Gnd /Rim No. ID Ln No Area Coeff CxA CxA Time Inlet Runoff Dn Up Length Slope Size Full Dn Travel Jnct El Up (ac) (C) (min) (in /hr) (cfs) (ft) (ft) (ft) { %) (in) (cfs) (fills) (min) (ft) 00 93 7H 92 058 038 022 045 80 584 244 45702 45886 15024 123 12 394 471 079 45953 46394 94 7J 93 063 036 023 023 85 572 130 45906 46363 11875 384 12 698 360 120 46411 46794 95 12A 12 039 062 024 024 50 670 162 457,16 45758 2741 163 15 799 132 035 46042 46420 96 11A 11 038 0.62 0,24 024 6,0 638 150 452.67 45309 2952 144 15 775 122 040 45679 45977 97 8A 8 046 066 030 030 60 638 194 440,15 44036 3057 069 15 535 158 032 44371 44684 98 6A 5 0.38 060 023 023 65 623 1.42 40091 401.13 3058 072 15 548 1 16 044 40556 40785 99 4A 3 024 058 014 014 150 6 70 093 38932 38968 3068 1 17 15 700 080 067 39006 39350 100 66 Outfall 022 079 017 040 50 670 232 37967 38194 3453 658 15 1657 935 0.30 38255 39108 101 67 100 049 047 023 023 80 5.84 1.34 38214 382,47 2653 124 15 720 382 040 38293 39108 r-2-' STORM DRAIN DESIGN COMPUTATIONS SP% E7 101- I Mk F. MYER c o. 33028 O� ss A V) ' m 3 N Z C N _ O E C Nov- -Oa W U o U A C U C - .. 0) U E C 0 E7 101- I Mk F. MYER c o. 33028 O� ss A V) O ° W U U U A U U U 2I -4I cQ I M' V O V1 t�tM�iw f�l W I 'Q V t- 1 T� Q V 1 r� �.../ F-, m L'] w Y U W S U w V m W Z 0 C13 W 0 O CAI U M M Z w Z V 0 U) I--a F- LU 2 U7 DOM. PROJECT NO:12.006 INDEX TITLE: SP3t SHEET NO: 32 OF 48 DATE: 04/20/13 _Pressure Hydrant Flow Hydrant #1 Flow 14ydrant#2 Flout Hydrant #3 Date and Time of Test Location Static Pressure (psi) Residual Pressure (psi) Pitot Pressure #1 (psi) Pitat Pressure #2 (psi) Pitot Pressure #3 (psi) Minutes of Flow Test Flow #1(40m) 'Pest Flow tit (gpm) Test Flow #3 (Rpm) Total Estimated Flow (gpm) Estimated Consumption (gal) A11 WA Q20 Calculation (gpm) 11702 12310 9/16/201 11:WQ:00 AM ,Fontana oR 85t 80, 7p. 0', 0I 3: 1,169 o, 0' 1,169 3,507 Q • (Value of zgrQ indreates insufficient pressure drop for calculation) N f CommenU: For method of calculating pitot flow with a diffuser, sae eq,13, Waisid and Lutes article 1990 Journal Management and OperatlonsAWWA i Signature of Tester: i , (AIt tests conducted using 2.5 discharge outtet unless othehvise specifle0) 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- W(LLIAMS 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) ADJUSUTD Q20 = 2409 GPM REQUIRED FIRE FLOW =1000 GPM PER VA FIRE CODE SECTION 6105.1 FIRE FLOW IS ACCEPTABLE SINCE 2409 GPM > 1000 GPM i r 3 i i i f r i I s t i 1 '� FONTANA DRIVE HYDRANT FLOW TE Inlets Line Inlet Drng Inlet ( Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width Si, Sw SI, Sx Depth Spread 7J 0,63 (ac) (min) (mlhr) (C) (cfs) (cfs) (cfs) (cfs) ( %) (ft) 0 040 (ft/ft) (ft) (ftift) (ftift) (ft) (ft) 1 2 001 50 519 0,90 005 0,00 005 000 100 600 Curb Sag 0 083 0 083 0 020 002 020 2 3 005 5,0 519 066 0.17 000 017 000 100 600 Curb Sag 0 083 0 083 0,020 004 047 3 4 418 140 363 034 515 000 515 000 100 1200 Curb Sag 0 083 0 083 0 020 0.27 740 4 5 Oil 50 519 068 039 001 039 000 100 800 Curb 0 056 0 083 0 083 0 020 012 141 5 6 009 50 519 074 035 000 034 001 98 800 Curb 0,100 0 083 0 083 0 020 010 121 6 7 007 50 519 0.74 027 003 029 000 100 800 Curb 0 097 167 0 083 0 020 010 1 15 7 7A 009 50 519 068 032 016 045 003 95 800 Curb 0.095 167 0 083 0 020 0.11 137 8 8 009 so 519 062 029 003 032 000 100 800 Curb 0 083 0,083 0 020 010 122 9 9 021 50 519 088 0,96 000 093 003 97 1000 Curb 0 057 167 0 083 0 020 016 195 10 10 015 50 519 060 047 000 047 0.00 100 600 Curb Sag 125 0 083 0 020 008 092 11 11 022 60 495 0,76 083 000 083 000 100 600 Comb 0 083 168 0.083 0 020 0.14 186 12 12 018 50 519 072 067 000 067 000 100 800 Comb 0 028 168 0 083 0 020 016 276 13 13 018 50 519 072 067 002 070 000 100 600 Comb 0 036 168 0 083 0 020 016 251 14 14 017 50 519 072 064 000 061 002 96 600 Curb 0.019 0 083 0 020 017 226 15 15 018 50 519 072 067 002 0.69 000 100 8.00 Curb 0 024 167 0.083 0 020 017 216 16 16 034 70 473 046 074 004 078 001 99 800 Curb 0 025 025 0 083 0 020 0.18 246 17 17 020 50 519 060 062 000 062 000 100 600 Curb Sag 0,25 0 083 0 020 0,09 112 18 18 008 50 619 077 032 000 032 000 100 800 Curb 0.054 0 083 0 020 Oil 1.31 19 19 007 50 519 080 029 006 035 000 100 600 Curb 0 028 125 0 083 0 020 013 154 20 20 025 90 435 062 067 000 061 006 91 600 Curb 0 028 125 0 083 0 020 016 195 44 21 007 50 519 065 024 000 024 000 100 600 Curb 0 022 125 0 083 0 020 012 1 39 L 22 012 60 495 068 040 002 042 000 100 800 Curb 0 054 1,25 0 083 0 020 012 146 23 23 041 60 4 95 070 1,42 001 142 002 99 1200 Curb 0 042 1,25 0.083 0.020 020 361 Note 2 -Year Storm Event Used For Inlet Calculations Inlets Line inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw St, Sx Depth Spread 7J 0,63 (ac) (min) ( in/hr) (C) (cfs) (cfs) (cfs) (cfs) ( %) (ft) 0 040 (ftift) (ft) (ftift) (ftift) (ft) (ft) 24 24 021 50 519 070 076 013 088 0,01 99 800 Curb 0 022 0 083 0 083 0 020 0.19 311 25 25 038 70 473 058 104 002 1 06 000 100 600 Curb Sag 0 083 0 083 0 020 013 159 26 39 026 70 473 060 074 004 078 000 100 1000 Curb 0 047 0 083 0 083 0 020 0.16 188 27 40 016 50 519 080 066 011 0.73 004 95 800 Curb 0 045 0 083 0 083 0 020 016 188 28 41 019 50 519 077 076 000 065 Oil 86 600 Curb 0 045 0 083 0 083 0 020 016 246 29 42 028 5.0 619 074 108 004 1 11 000 100 600 Comb 0 040 167 0 083 0 020 018 286 30 43 027 60 495 074 0.99 000 095 004 96 217 Comb 0 039 167 0 083 0 020 018 251 31 44 010 50 519 061 0,32 000 0,32 000 100 600 Curb 0 030 0 083 0 020 012 146 32 45 014 50 519 075 055 000 055 000 100 600 Comb 0 016 167 0 083 0 020 017 2.06 33 26 042 90 435 061 1 11 000 1 10 002 98 1000 Curb 0 037 125 0 083 0.020 019 301 34 27 006 50 519 075 023 005 028 000 100 600 Curb 0 040 125 0 083 0 020 Oil 1 33 35 28 026 80 453 0.70 082 006 084 006 95 800 Curb 0 036 125 0 083 0 020 017 231 36 29 014 50 519 077 056 004 054 006 89 6.00 Curb 0 038 125 0 083 0 020 0.15 177 37 30 014 50 519 076 055 000 051 004 93 600 Curb 0 033 0 083 0 021 015 176 38 31 021 50 5.19 078 085 002 087 0.00 100 600 Comb 0 037 167 0 083 0 020 017 216 39 32 041 120 388 038 060 003 0,62 002 97 600 Curb 0 017 025 0 083 0 020 017 241 40 33 0.41 100 418 037 063 000 061 003 96 600 Curb 0 020 0,25 0 083 0 020 017 216 41 34 160 280 250 036 144 000 1 42 002 99 1000 Curb 0 020 0 083 0 020 022 4116 42 35 007 5,0 519 082 030 000 0,30 000 100 600 Curb 0 020 125 0,083 0 020 013 154 43 46 009 50 519 0,82 038 000 038 000 100 600 Curb 0 020 125 0 083 0 020 014 169 44 47 Oil 50 519 080 046 025 071 000 100 600 Curb Sag 125 0 083 0,020 010 121 45 48 000 0.0 0 00 000 000 030 0.10 020 32 800 Dp -Grate 0 020 1,25 0 020 0 020 005 710 46 49 0 08 5.0 519 0.55 0 23 0 32 0 25 0 30 46 D -Grate 0 040 1,25 00 0 040 01 6 30 Note. 2 -Year Storm Event Used For Inlet Calculations Line No. Inlet ID Drng Area (ac) Inlet Time (min) i Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) tQ Capt (cfs) Q Byp (cfs) inlet Eff ( %) Curb Len (ft) Junct Type Gutter Slope (ft/ft) Grate Width (ft) Cross SI, Sw (ftift) Cross SI, Sx (ft/ft) Gutter Depth (ft) Gutter Spread (ft) 93 7H 0.58 80 453 038 100 0,30 088 042 68 Eff Dp -Grate 0 030 1.25 0200 0200 023 356 94 7J 0,63 85 4.44 036 101 0.00 071 030 70 ( %} Dp -Grate 0 040 126 0200 0200 019 316 95 12A 039 60 5.19 062 126 000 1 24 002 99 1000 Curb 0.028 0 040 0 083 0 020 020 386 96 11A 038 60 4.95 062 1 17 0,02 1 19 000 100 1000 Curb 0 021 0 045 0 083 0 020 021 411 97 8A 046 6.0 495 0.66 1,50 000 1 38 012 92 1200 Curb 0.080 0 040 0 083 0 020 018 2.71 98 6A 038 6.5 484 060 1 10 000 0.96 0,14 87 1000 Curb 0 100 0 049 0 083 0 020 015 186 99 4A 024 50 5.19 058 0,72 014 086 000 100 1000 Curb 0 015 0 030 0 083 0 020 020 361 100 66 022 50 5.19 0,79 090 0.00 090 000 100 600 Curb Sag 0 018 0 083 0 020 012 143 101 67 049 8.0 453 047 1,04 000 1.04 000 100 6,00 Curb Sag 0 020 0 083 0.020 013 157 Note 2 -Year Storm Event Used For Inlet Calculations Inlets Line inlet Drng Inlet ( Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Gross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw Si, Sx Depth Spread (in /hr) (C) (ac) (min) (in/hr) (C) (cfs) (cfs) (cfs) (cfs) ( %} (ft) (ftift) (ftift) (ft) (ft/ft) (ft/ft) (ft) (ft) 47 50 009 60 519 058 027 030 026 032 45 0 020 Dp -Grate 0 040 126 0 040 0 040 010 630 48 51 013 50 519 058 039 017 0.25 030 45 014 Dp -Grate 0 045 125 0 040 0 040 010 630 49 52 009 50 519 060 028 007 019 0.17 53 -200 Dp -Grate 0 040 125 0 040 0 040 009 580 50 53 006 50 519 059 018 000 0.11 007 60 Dp -Grate 0 049 125 0 040 0 040 006 430 51 44A 012 50 519 062 039 000 038 000 99 600 Curb 0 030 0 083 0.020 013 157 52 32A 007 60 519 081 029 0.00 029 000 100 600 Curb 0 018 0.083 0 020 013 157 53 55 009 5,0 519 082 038 000 038 000 100 600 Curb 0 020 0 083 0,020 014 169 54 56 023 60 519 0.79 094 065 159 000 100 600 Curb Sag 0 083 0 020 017 2,35 55 57 007 50 519 055 020 059 020 060 25 1200 Dp -Grate 0 035 1 25 0 020 0 020 010 1210 56 58 012 50 519 055 034 044 019 059 25 600 Dp -Grate 0 035 125 0 020 0 020 010 1210 57 59 0,10 50 519 059 031 030 016 044 27 Dp -Grate 0 035 125 0 020 0 020 009 11 10 58 60 0,12 50 519 059 037 006 013 030 29 Dp -Grate 0 035 125 0 020 0 020 0,07 910 59 61 004 60 519 052 011 000 005 006 44 Dp -Grate 0 035 125 0 020 0 020 004 610 60 43A 022 50 519 074 085 000 080 005 94 800 Curb 0 040 0 083 0 020 017 201 61 54 000 00 000 000 000 000 000 0,00 0 600 Dp -Grate 0 020 125 0 020 0 020 000 210 62 54A 044 70 473 0,50 104 000 104 000 100 600 Dp -Grate 0 030 025 0 060 0 060 012 503 63 54B 042 7,0 473 050 099 000 0,99 000 100 600 Dp -Grate 0 030 0,25 0 060 0 060 Oil 4,70 64 30A 027 60 495 081 108 000 096 012 89 800 Curb 0 040 0 083 0 020 018 276 65 42A 0,21 50 519 074 081 005 080 005 94 800 Curb 0 040 125 0 083 0 020 017 201 66 29A 018 5,0 5,19 076 071 012 0.78 005 94 800 Curb 0 043 125 0.083 0 020 016 195 67 39A 027 50 619 077 108 000 095 013 88 800 Curb 0 045 125 0 083 0 020 018 256 68 1 13A 1 009 10 1 519 057 027 008 035 1 000 100 800 Curb 0 038 125 0 083 1 0 020 0 12 145 69 13B 001 60 519 070 004 016 012 008 59 Do-Grate 0 020 125 0035 _ 0 035 007 531 Note. 2 -Year Storm Event Used For Inlet Calculations Inlets Line Inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Time inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw 81, Sx Depth Spread (in /hr) (C) (ac) (min) ( in/hr) (C) (cfs) (cfs) (cfs) (cfs) ( %) (ft) (ftift) (ftfft) (ft) (ftift) (ft/ft) (ft) (ft) 70 13C 007 50 5.19 058 021 006 Oil 016 41 0 020 Dp -Grate 0.040 125 0.020 0 020 006 735 71 13D 015 10 415 043 032 008 033 0.06 84 014 Dp -Grate 0 030 125 0 230 0,230 0,08 195 72 13E 016 55 507 049 040 006 0,38 0.08 83 -200 Dp -Grate 0 030 125 0 230 0 230 014 248 73 13F 014 50 519 050 036 000 030 006 84 Dp -Grate 0 025 125 0200 0200 013 256 74 22A 0,27 60 495 077 103 000 091 012 89 800 Curb 0 045 0 083 0 020 017 241 75 36 0.15 50 519 074 058 000 056 002 97 600 Curb 0 020 0 083 0 020 016 197 76 37 0.06 50 519 079 025 000 025 000 100 600 Curb 0,031 0 083 0 020 011 133 77 37A 0.16 50 5,19 0,68 057 000 052 004 93 600 Curb 0 033 0 083 0 020 015 178 78 38 026 60 495 075 097 012 1 08 000 100 1200 Curb 0 058 0 083 0 020 017 216 79 18A 020 5.0 519 072 075 000 069 006 92 600 Curb 0.021 0 083 0.020 018 261 80 62A 0,00 00 0.00 10.00 0.00 MH 81 62B 000 00 000 000 0.00 MH 82 62C 000 00 000 000 000 MH 83 63A 028 50 519 066 096 000 087 009 90 600 Curb 0 015 0 083 0 020 021 396 84 63 025 50 519 1068 088 006 095 000 100 600 Curb Sag 0 083 0 020 012 147 85 64 030 65 484 0 60 087 0.00 0.81 006 93 600 Curb 0 015 0 083 0 020 020 366 86 14A 009 50 519 0 57 027 006 033 000 100 600 Curb 0 020 0 083 0 020 0,13 159 87 7B 019 50 519 +0 66 065 085 134 016 90 1200 Curb 0 098 0 083 0 020 017 236 88 7C 025 6.0 495 0 38 047 161 136 073 65 Dp -Grate 0 040 125 0 250 0 250 028 350 89 7D 0,84 100 418 037 1.30 2,15 184 1.61 53 Dp -Grate 0 050 125 0200 0200 032 446 90 7E 230 10,0 4.18 038 365 068 218 216 50 Dp -Grate 0 050 125 0200 0200 036 486 91 7F 0,80 80 453 i0 40 145 057 1 34 068 66 Dp -Grate 0 030 125 0 250 0 250 020 2 86 92 7G 1 0.76 80 453 035 121 042 105 057 65 Dp -Grate 0 030 125 0 200 0 200 0 26 3 86 Note 2 -Year Storm Event Used For Inlet Calculations Line Inlet Drng ( Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw SI, Sx Depth Spread 0 (ac) (in /hr) (C) (cfs) (cfs) (cfs) (cfs) ( °! °) (ft) U (fttft) (ft) (ftift) (ftift) (ft) (ft) 99 4A 024 650 058 090 022 1 12 000 100 1000 Curb 0 015 I 0 083 0 020 022 451 100 66 022 650 079 1 13 000 113 000 100 600 Curb Sag 0 083 0 020 014 166 101 67 049 650 0.47 150- 000 150 0.00 _100 6.00- Curb Sag LLI E-1 U CO 0.083 0 020 0.17 -200 Line Inlet Drng i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width Si, Sw SI, Sx Depth Spread 0 (ac) (in /hr) (C) (cfs) (cfs) (cfs) (cfs) ( %) (ft) U (ftift) (ft) (ftift) (ftift) (ft) (ft) 3 1 4 4 18 6 50 1 0,34 1 9 23 0.01 9 24 1 0 00 1 100 1 1200 1 Curb I Sag I 1 0 083 1 0 020 040 13 93 Note. 6.5 in/hr intensity check storm used for above inlet calculations. 2 STORMWATER INLET COMPUTATIONS ---- - - - - -- - ----- - - - - -- -------- - - - - -- --- - - - - -- -- -- - - - - -- SP31 r�r�L T 11- a . aia a , L' . 0.33028 ed .eo,, V) z O H W -0� V) } = E L_✓ o� _s N N _ °- ,� = m of �o�m E co co 0 CIO r C �s - U C .� cli 'i E C W 0 r�r�L T 11- a . aia a , L' . 0.33028 ed .eo,, V) z O H W -0� V) z CIO w z �D cli 'i A W U U U iy i, 'Y 1� m O w Y U U-1 U C/1 m Z Cn ca w w 0 O Ca U LLl �h DOM. PROJECT NO:12,006 INDEX TITLE: SHEET NO: 33 OF 48 xk I� DATE: 04/20/13 z w z �D cli 'i DOM. PROJECT NO:12,006 INDEX TITLE: SHEET NO: 33 OF 48 xk I� DATE: 04/20/13 -�-+ �D H W O H H H 1t+�f W O LLI E-1 U CO DOM. PROJECT NO:12,006 INDEX TITLE: SHEET NO: 33 OF 48 xk I� DATE: 04/20/13 CASCADIA SANITARY LATERAL SCHEDULE 03/28/14 SVGA Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Str B to Str C Invert in Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 424.42 663% 45 84 480.18 48830 812 1 71 2 70.1 432.18 43700 482 Str H Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Str C invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 43207 Percent of Pipe Length From Str 7 465.88 46900 312 2 50704 439% 66.1 433.77 441.00 7.23 133 56 57 510.05 521 00 1095 Str C to Str D Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 432.07 7 42% 30.3 57 511.14 522.30 1116 3 441 76.6 438.52 445.00 648 4 492 77.1 438.90 44700 8.10 5 892 768 441.87 449.00 7.13 6 Invert In Percent of Pipel, 157.72 645 446.69 451 00 4.31 7 467.38 162 63 446.98 453.00 6.02 87 973 77 467.87 472.00 4.13 Str D Invert in Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 44637 Percent of Pipe 119.81 57 515.07 52500 9.93 8 Invert In Percent of Pipe Length From Str 465 447.67 45400 6.33 Lot # 477.57 15825 57 516.75 52630 955 Str D to Str E Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 44637 109% 203.3 8 478.07 48200 3.93 9 10 559 449.22 45450 528 Str L to Str M Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Str E to Str F Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 44702 336% 486 10 481.87 484.00 213 10 50251 44 66.5 451.46 45500 354 11 invert In Percent of Pipe 90 643 452.96 45700 404 102 48421 132 88 453.22 456.00 278 12 129 62.9 454.24 458.00 376 101 Invert In Percent of Pipe 171 88 454.53 457.00 247 13 49624 229% 168 64 455.58 459.00 3.42 100 Invert in Percent of Pipe 208 85 455.77 458.00 223 14 487 66 245.12 63 458.15 460.00 185 99 Invert In Percent of Pipe 247.9 85 457.11 46000 2.89 15 49914 250 65 458.35 461.00 265 98 290 8 458.51 46200 3.49 16 Invert In Percent of Pipe 2938 60 459.72 46300 328 97 48946 320 8 459.52 464.00 4.48 71 Invert In Percent of Pipe 1 Length From Str 10 490.00 49300 300 Str E Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 44702 Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Clubhouse 48946 147% 1183 447.60 458.80 11.20 70 Invert In Percent of Pipe 4622 10 491.93 49400 207 Str F Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot 46064 Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** -# 96 491 54 508 8 461.14 46500 386 95 833 8 461.14 46600 4.86 68 91 11 492.10 49700 490 Str G Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 464.23 Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** 94 491 54 3 71 131.1 8 464.73 49600 1.27 93 492 8 464.73 46800 327 42 1633 10 508.12 51200 388 Str G to Str G1 Invert in Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 464.23 1 25% 181.2 59 509.86 520.70 1084 17 85 10 467.08 47670 962 65 224.7 8 496.51 502.00 549 Str G1 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 465.81 Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** 19 49601 5.12% 264.7 8 466.31 47620 9.89 18 484 8 466.31 47600 969 107 3107 58 515.00 524.00 900 Str G1 to Str G2 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 46581 2.53% Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** 20 51269 224 10 468.16 47670 8.54 62 9 502.62 507.20 4.58 Str G2 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 46763 Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** 21 50210 295% Length From Str 9 468.15 47730 915 22 512.69 147% 186 9 468.15 48030 12.15 61 488 10 505.33 50830 2.97 Str G2 to Str G3 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 467.63 600% 62 57 506.69 61630 961 23 28 10 471.10 481 00 990 24 475 10 472.27 48170 943 25 68 10 473.50 482.30 8.80 132 Invert In Percent of Pipe 1434 57 509.10 518 30 920 Str G3 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 474.49 10 515.04 519.00 396 26 8 474.99 48300 801 27 8 474.99 48570 1071 Ex. A -12 to Ex. A -13 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Str G3 to Str G4 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 474.49 506% 247 1865 417.85 472.00 5415 28 264 10 477.61 48630 869 29 464 10 478.63 48700 837 30 66 10 479.62 487.70 8.08 SVGA Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 47968 087% C � CC) �v� 31 0 45 84 480.18 48830 812 32 86 480.19 48900 881 Str G to Str H Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 464.23 087% C � CC) �v� 92 0 45 10 466.41 46800 1 59 58 9 507.56 513.90 6.34 Str H Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 465.40 91 Invert In Percent of Pipe Length From Str 7 465.88 46900 312 90 50704 439% 9 465.92 46900 308 133 56 57 510.05 521 00 1095 Str J Invert In Percent of Pipe Length From Str Lateral Length Lateral invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 46642 30.3 57 511.14 522.30 1116 89 3907 85 466.93 47000 307 88 573 8.8 466.93 471.00 407 137 6533 57 512.67 52300 1033 Str K Invert In Percent of Pipel, Length From Str, Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 467.38 89.4 57 513.73 52370 997 87 973 77 467.87 472.00 4.13 86 11811 8 467.88 47400 612 140 Invert in Percent of Pipe 119.81 57 515.07 52500 9.93 Str L Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 477.57 15825 57 516.75 52630 955 78 185.2 8 478.07 48000 1 93 77 203.3 8 478.07 48200 3.93 143 1938 57 518.31 527.70 939 Str L to Str M Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 47757 517% 2339 57 520.07 52900 893 76 Invert In Percent of Pipe 486 10 481.87 484.00 213 Lot # 50251 Str M invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 48421 10 503.05 511 00 795 75 8 484.71 48600 1 29 74 Invert In Percent of Pipe Length From Str 8 484.71 488.00 329 Lot # 49624 229% Str N Invert in Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 487 66 73 Invert In Percent of Pipe Length From Str 9 488.18 49000 1 82* 72 49914 8 488.16 490.00 1 84* 36 8 499.64 501 00 1.36 Str P Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 48946 71 Invert In Percent of Pipe 1 Length From Str 10 490.00 49300 300 Lot # 49982 Str P to Str Q Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 48946 147% 70 Invert In Percent of Pipe 4622 10 491.93 49400 207 Lot # 49982 399% Str Q Invert in Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 491 54 508 59 504.65 51500 1035 69 833 8 492.04 49600 396 68 91 11 492.10 49700 490 116 96.4 59 506.47 516.30 9.83 Str Q to Str R Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 491 54 3 71 131.1 59 507.86 517.00 914 67 492 10 495.15 49900 3.85 42 1633 10 508.12 51200 388 Str R Invert in Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 49601 181.2 59 509.86 520.70 1084 66 2034 8 496.51 50000 349 65 224.7 8 496.51 502.00 549 110 2281 58 511.71 522.00 10.29 Str R to Str S Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 49601 5.12% 264.7 58 513.17 52270 9.53 64 484 10 500.28 50380 352 107 3107 58 515.00 524.00 900 Str S Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 50210 Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** 63 51269 8 502.60 50580 3.20 62 9 502.62 507.20 4.58 46 8 513.19 51700 381 Str S to Str T Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 50210 295% Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** 127 512.69 147% 186 57 505.41 51500 959 61 488 10 505.33 50830 2.97 128 566 57 506.54 51570 916 129 62 57 506.69 61630 961 60 883 10 506.49 51010 361 130 966 57 507.72 517.00 928 131 102 57 507.87 51770 983 132 Invert In Percent of Pipe 1434 57 509.10 518 30 920 Str T Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 507.04 C � CC) �v� 59 0 � 8 507.54 51230 476 58 9 507.56 513.90 6.34 133 Invert In Percent of Pipe Length From Str 54 508.49 52100 12.51 Lot # 52146 Str T to Str U Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 50704 439% 114 522.03 52600 297 133 56 57 510.05 521 00 1095 134 Invert In Percent of Pipe 257 57 510.93 52170 10.77 135 49626 30.3 57 511.14 522.30 1116 57 3907 10 510.54 51500 446 136 573 57 512.32 523.00 10.68 137 6533 57 512.67 52300 1033 56 Invert In Percent of Pipe 795 10 512.32 517.00 468 138 499 18 89.4 57 513.73 52370 997 139 973 57 514.08 52370 9.62 55 11811 10 514.01 518.00 3.99 140 Invert in Percent of Pipe 119.81 57 515.07 52500 9.93 54 499.18 278% 163.6 10 516.01 52000 399 141 15825 57 516.75 52630 955 142 185.2 57 517.94 52700 9.06 53 203.3 10 517.75 52200 425 143 1938 57 518.31 527.70 939 144 225 57 519.68 528.30 862 145 2339 57 520.07 52900 893 146 Invert In Percent of Pipe 256.8 57 521.08 529.70 862 Str U Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 52065 C � CC) �v� 52 0 � 12 521.23 52400 277 C Str V Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 52146 51 8 521.96 52400 204 50 114 522.03 52600 297 Str Y Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 49626 34 10 496.80 498.00 1 20* 33 10 496.80 497.00 0.20 Str Y1 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 499 18 119 8 499.68 51100 1132 Str Y1 to Str Y2 Invert in Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 499.18 278% 120 76 10 501.18 51230 11 12 121 275 10 501.73 51300 11 27 122 478 10 502.30 513.00 10.70 123 676 10 502.85 51300 1015 124 879 10 503.41 51300 959 Str Y2 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 50251 125 8 503.01 51230 929 126 10 503.05 511 00 795 Str Y to Str Z Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 49624 229% 35 588 10 499.37 50000 0 63* Str Z Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 49914 36 8 499.64 501 00 1.36 37 8 499.64 50200 236 Str AA Invert In Percent of Pipe 1 Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 49982 38 8 500.32 50400 3.68 Str AA to Str BB Invert In Percent of Pipe Length From Str Lateral Length Lateral invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 49982 399% 39 39.9 10 503.20 56700 380 118 508 59 504.65 51500 1035 40 833 10 504.93 50800 307 117 91 59 506.26 51570 944 116 96.4 59 506.47 516.30 9.83 41 1254 10 506.61 51000 339 115 131.1 59 507.86 517.00 914 114 1344 59 507.99 51770 971 42 1633 10 508.12 51200 388 113 1779 59 509.73 51830 857 112 181.2 59 509.86 520.70 1084 43 2034 10 509.72 514.00 428 111 224.7 58 511.57 52130 973 110 2281 58 511.71 522.00 10.29 44 2438 10 511.34 51500 366 109 264.7 58 513.17 52270 9.53 108 2681 58 513.30 523.30 1000 107 3107 58 515.00 524.00 900 Str BB Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 51269 45 9 513.21 51600 279 46 8 513.19 51700 381 Str BB to Str CC Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 512.69 147% 106 126 52.9 515.56 52500 944 47 442 10 515.13 518.00 2.87 105 546 529 516.17 525.70 953 104 57.9 529 516.22 52630 1008 103 100.7 571 516.94 51900 206 Str CC Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 51450 48 10 515.04 519.00 396 49 8 515.00 52000 600 Ex. A -12 to Ex. A -13 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 412.18 0.84% 85 247 1865 417.85 472.00 5415 84 347 957 416.04 46900 5296 83 447 92.2 416.05 468.00 51 95 Ex. A -13 to Ex. A -14 invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 413.69 484% 82 1195 47.5 422.04 46800 45.96 Ex. A -15 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat Inv. ** Lot # 42428 81 359 425.36 46800 4264 Ex. A -16B to Ex. A -16 Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 43564 050% 80 214 399 438.16 468 00 2984 79 435 53.1 438.54 1 47000 3146 * Hung Sewer ** Provide riser stacks or 45° bends to bring lateral invert to 5' below BF Note Difference between BF and lateral invert based on 2% lateral slope rf'� SANITARY SEWER LATERAL COMPUTATIONS P31 0 O le a AL Q) ?i i 46 17� AO e 9N a MV c e-cl, MYERS L3028 I nhr A t U v c� IHMlY i 0 a o� ^H F---1 i) H Q m 4 Y C-) v M z 0 r� m 0 w z 0 C/) w 0 .s rn d J v C/) u.i iE z w J U_ z O ►4 E4 f�- U W C� W w W 2 DOM. PROJECT NO:12.006 INDEX TITLE: SP3t SHEET NO: 34 OF 48 DATE: 04/20/13 ,= a pe i3 n !v�� C � CC) �v� 0 � R � s C LU 0 0 le a AL Q) ?i i 46 17� AO e 9N a MV c e-cl, MYERS L3028 I nhr A t U v c� IHMlY i 0 a o� ^H F---1 i) H Q m 4 Y C-) v M z 0 r� m 0 w z 0 C/) w 0 .s rn d J v C/) u.i iE z w J U_ z O ►4 E4 f�- U W C� W w W 2 DOM. PROJECT NO:12.006 INDEX TITLE: SP3t SHEET NO: 34 OF 48 DATE: 04/20/13 1 1 1 , \ �. •. `\ \ \ . \ \ / - _ __ we t 1 f ` `\ J /' , DA -12 / ` ! 1 1 S1 \ }' 11, ,1 +11i 11 t \ 1 1 i \\ \ \ ! ! ` - / r ./ 0.18 !cores 1 1 1 1 1 1 \ 4 \ e 4 t \ - 1 I ( ! t , f c=0.72 \ - \ \ `\ \\ \ /' ! /' 0.22 Ades J 0.76 \\ \ \\ \ \ � `\ \� � `� , \\ ` \\ \ ` \\ 1\ I � `\\ �` - (l ! / , � !' '/ 7`�' ! �t - "•� . Va% t Spnl / wer 1 r� 1. Ex 77� 17 0.1$ AC1'e3� DA -9 c =0.60__ , o \ y: i \ /, _ \ 1 } 0.21 Acres %- /li ` C =O.00/ \• ' , tt J I \ ' pow IAA -8 0.09 Acres c =0.62 =0.88 0.18 Acres J / _ \ \ _ _ \� `� � `_'_ - - --- } i� I r .•i c =0.88 ` !� -' - '�• tary.srw•r t - \ _1 - -' ' _ _- ` - ' _ , \ » / \ ``\ ,� \• _ - j f . � / ' / J 2\ \ \ }} , I ��,J/J I / E4rMa�.p{ / / / �y�•n ' ` \,4476 ` 7 / DA-6 / y 1 .� `\ '\ q �q> ' rt 4.1 Ores 0.05 Acres i I' 1 / C 34 i / 1 ; I j I i 1 , I/ J/ c =0.66 cn /' I'll / / /TIP yoifH r / { tl �I La / ! �►` Y� go P 1 12 0111 -2 0 VI Affes C =a.68 CCt�U =Q 9U 'nt , ��'Q,� _ �.., -urn c • .�i � � � �, - .�. � • �//� rrr =w _ `• , V �..�� -..+. '� VIA �1 pia _ ♦ 1 � WN r�.'�r' -'� / a'a�r �'^"Jt�� .,�,�i�► ` f y�lVV'' i:�+ `,N,�✓ �t . F,t Sr ��. 1"- SS � ��` 1 /. ��•4 ■r /riirra.""' "l�';a/1' I�r,e..r►� r ��"��. `'�!}. 1 fir-' -i `' /,' >tr✓ .: r� �s i �- .w• _, y r QQQ "� I r . 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' Jr '/' /'! ,- ' ,. f - `__ ` _- -__ Mfg''/ '�' r' /,/ r •o o ' / _ « \ ` 1 \tp �t \\ ` \ \ `\ `\ \ \\ \ \` \\ \` \ , /`\ \ \, `\ \ \ ' + '1 ` ', 1 \t \� `\ \\ 1 `\ \ \ ` - � ', ', I ti \ \\ 'v, t l , ! / / •',' / / /'/ -yQ // /- _ !i'y 't` rr / / \ i \ `♦ \ `\ i \ ` \ \ \ \ \ \ 1\ \ ` \ \', `` - - t i I I '� \ 1 - - 1 ' t 1 r / r / _ / (-�--, ' ,A` - ` ! / / _ - - -- - r' /k l� V, r / ,/ � _ \ \ ,\ `\ \ \ ` \ ` ` \ \ \ 1 ' \ \ , 1 \ \11 ` � - , ! ,I \ 1 -- - - I\ , II t i ` I //4 // / /` , / //, , /, /,, / /// ,� _ _ -- - _ - - ---•--- - - - -- '' / // / '// / / ' , .XS. \ \ \ \ ! \, % }5a `, \ \\ \\ `\ ,\ ` / �\ \ \. \\ , t `\ 1 t \ i 1 \ 'i \ `, 1 `•\ \ \ \ `\\ _ \ i i I , i 4 `\ '' ` s \ t , ! I � T ( ,/ r i 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 FAQADE 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 QF THE LOT THEN THIS REQUIREMENT MAY BE REDUCED OR WAIVED. MOTE: 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 LOT WIDTH DECIDIOUS TREES EVERGREEN TREE SHRUBS 60'- 80' 2 1 30 501-59, 2 1 20 40' - 43' 1 1 15 30'- 39' 1 0 10 30' VARIABLE 0 5 LANDSCAPE STANDARDS (PER CODE 20A.5.F) LANDSCAPING IS A FUNDAMENTAL COMPONENT OF THE OVERALL STRUCTURE OF THE PLAN AND THE ESTABLISHMENT OF A SENSE OF PLACE. THE CASCADIA CODE OF DEVELOPMENT ESTABLISHES SPECIFIC LANDSCAPING STANDARDS FOR THE FOLLOWING CRITICAL LANDSCAPED AREAS ON THE GENERAL DEVELOPMENT PLAN: CONSERVATION AREAS IN HIGH VISIBILITY AREAS (ESPECIALLY ADJACENT TO THE ROADS OR LOT LINES), STEEP SLOPES THAT WILL BE DISTURBED WILL BE PLANTED WITH NATIVE TREES AT A RATIO OF ONE (1) TREE PER 400 SQUARE FEET OF DISTURBED CONSERVATION AREA OR OTHER STANDARD THAT MEETS THE GUIDELINES ESTABLISHED BY THE 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. 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. 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). CONSERVATION AREA PLANTING CALCULATIONS CONSERVATION AREA DISTURBED: 109,000 SF_ PLANTINGS REQUIRED: :273 TREES REQUIRED I (1) TREE PER 4005F '109,0001400= 272.50 LANDSCAPE PLAN LEGEND /AND GENERAL NOTES THE LANDSCAPING ON SHEETS SP34 - SP41 HAVE BEEN DESIGNED AND REVIEWED BY STEVEN EDWARDS, CLA. FOR DOMINION DEVELOPMENT TO THE BEST OF MY ABILITY THESE PLANS ARE IN COMPLIANCE WITH ALBEMARLE COUNTY CODE AND THE APPROVED CASCADIA CODE OF DEVELOPMENT. FOR PLANT QUANTITIES, SEE SHEET SP35 FOR DETAILS. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE PLAN LEGEND: HADE TREES; TYP. (� SHRUBS; TYP. ORNAMENTAL TREES; TYP. 0 EXISTING VEGETATION TO REMAIN % EVERGREENS; TYP. CONSERVATION AREA /f. FOR ALL 2:1 SLOPES OUTSIDE CONSERVATION AREAS AND ARE NOT PLANTED THE FOLLOWING SEED MIX FROM ERNST CONSERVATION SEEDS (800- 873 -3321) SHALL BE USED. THE SEED MIXTURE(S) SHOULD BE APPLIED IN A HYDRO - SEEDED MANNER. ALL HYDROSEEDED AREAS SHALL BE DONE IN (2) STEPS. FIRST, PREPARE THE SOIL; SECOND, SPREAD THE SEED IN A NON - SUSPENDED MIX DIRECTLY TO THE SOIL. FINALLY, APPLY THE MULCH IN A HYDRO -FORM TO ENSURE BEST RESULTS. ON SLOPES RECEIVING FULL SUN USE ERNST MIX #181 (WITH RYEGRASS). ON ALL OTHER PARTIALLY SHADED SLOPES USE MIXTURE #140. CONTRACTOR TO FOLLOWING ERNST SEEDING RATE RECOMMENDATIONS. TREE CANOPY CALCULATIONS TABLE r LARGE DEC1DUOUS TREES (50'-70') (Shade an(Ifor Street) MINIMUM PLANT SIZES AT TIME OF INSTALLATION FOR RESIDENTIAL LOTS Minimum Caliper or Height at Growth over Total Height Ratio of Width Total Width 'Botanical Name Compton Name Qty. Height Planting 10 Years In 10 Years to Heigh_ t In 10 Years Area of Canopy Total Area of CanopS (Min.Cal /Ht.) W (y) X + Y = T fR) (R) T=D (D) ^2* 3.14%4= Qty, x Area of Canopy (8p) TREE SIZE I,q?T ,Acer rubrum & cvs. = Red (Swamp) Maple (Oct, Glory, Red Sunset) 11 3.5" Caliper 12 20 32 0.75 24 452 4973.76 DECIDIOUS 2 -INCH CALIPER ;'.. I_ ;AR ;Acer rubrum & cw. 4 Rid (Swam} Made (Oct. Glory, Red Sui�et)_ 14 2.5" Caliper 10 20 30 6.75 22.5 387 5563.69 EVERGREEN G HEIGHT - ,r :AO Acer rubrum & cvs. ,Red (Swamp) Maple (Oct. Glory, Red Sunsetm) 39 2.5 Caliper 10 2a 30 0,75 22.5 397 15 98.84 $HRUB5 3 GALLON CONTAfNER ;SN 'Betula nigra "Heritage" i "Heritage" River Birch 17 2.5" Caliper 10 15 25 0.90 22.5 397 - 6755.91 :FP :Fraxinus pennsylvanica & cw. .Green Ash (Newport, Patmore, Summit, Urbanite) 32 2.5 "" Caliper 12 25 3T 0.75 27,75 6fi4 19343.97 LS l i lquidambar styraciflua "Rotundiloba" "Rotundllaba" Sweetgum - 7 3.5" Caliper 13 15 28 0.60 16,6'- 222 1550.91 NQTE: THESE MINIMUM PLANTING REQUIREMENTS INCLUDE ANY TREES PLANTED IN THE RIGHT -OF -WAY LS �Liquidambar styraciflua "Rotundiloha' "Rotundiioba" Sweetgum 27 2,5" Caliper 12 15 27 Q 60 16.2 2(}5 - 55ts2 42 IMMEDIATELY IN FRONT OF OR ADJACENT TO THE LOT. :LT1 IUdodendron tulipifera =Tullptree or Tulip Poplar 7 3.5" Caliper 13 2S 38 0,60 22.8 408 2856.52 _. . ALT Udodendrop tulipifera ;Tuliptree or Tulip Poplar " 8 2.5" Caliper 12 25 37 0.60 22.2 387 3095,04 w CODE OF DEVELOPMENT LANDSCAPE STANDARDS FOR THE ENTRY PARK ALONG ROUTE 20 !pO1 Platanus x aaerifolia & ccvs. ;Loner n Plane tQ (Bl000d d) 1 2,5" Carpe 11 18 2g.5` 0.76 21_$6 ' 368 18 264 __ QN (2uercus coccinea :8carlet Oak _ , _ 23 2 5" Caliper 11 26 31 0.70 21.7 3711 8501.82 THE ENTRY PARK ALONG ROUTE 20 UP ; . n rl • I Ulmus paNfolia "AIIW . "Allee" Elm 54 2.5" Caliper 12 15_, 27' 0.86' 2'l.6 366' 1977'7.48 ZSLelkova serrate "Green Vaseu ; "Green Vase" Zelkova 28 2,6" Caliper 12 20 32 0.86 21.12 35ti 9804.28 F. THE DEVELOPER SHALL RETAIN HAS MUCH OF THE EXISTING VEGETATION IMMEDIATELY ADJACENT TO ROUTE I• s - ...w 23,25 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 PARK FOR STORMWATER ORNAMENTAL TREES (20 ` 40) ; 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 IAA Amelanchler x grandiflora & cvs ; Serviceberry (Autumn Brilliance, Robin Hill) 52 1.6 Caliper 7 13 19.0 0.66 12.87 130 8'761.3(1 WITH OPTION B A PLAN SHOWN TO Cercis canadensis & cvs. ___ _ .. _ , Eastern Redbud (Alba, Forest Pansy, Oklahoma White, Texas White) 46 1.5 Caliper s 10 16 0.74 11.84 _ 110 - 5062,10 AND AT THE EDGES OF STORMWATER PONDS AND SHALL BE CONSISTENT T _ _ _ _. _ ___.... _ _ - -- - -- - , THE COUNTY ARCHITECTURAL REVIEW BOARD ON MAY 17, 2004. THE ADDITIONAL VEGETATION IN THE ENTRY WG Magnolia granditlora & ovs. ;Southern Magnolia (Edith Bogue, Victoria, E.ittle Gem), 4 (8'-8') 6 10 96 0,60 8.6 T2 289,38 PARK DOES NOT HAVE TO TAKE THE FORM OF A CONTINUOUS SCREENING BUFFER. ( I 1 I 12,112.8 SML ._ . NOTE: THE EXISTING VEGETATION TO REAAIN, COMBINED WITH THE PROPOSED PLANTINGS IN THE ENTRY ! �- !-*�L TREES t 0i �! { PARK IS IN CONFORMANCE WITH OPTION B, A PLAN SHOWN TO THE COUNTY'S ARB ON MAY 17, 2004. !MV ;Magnolia uirginiana 1Sweet Bay Magnolia u 17 11.5" C�aiiper 8 111 16 0.75 12 113 i , 1921,813 I_ ,. 921 ? Seedvig mdNWip PkrdlrV Specie atien W mp *urdre /J /ter? rir :. r�rir�: +ir a" lot Mvi.cN � Mut�ft MiJ�g r�e►viy pto�tad seedrx� is ar�'ted as >r he(:u the scatretc» mostire a7d It protects the seecin9 front convoctfon aKt stem Owl 7 E'EDING AND WHIP PLANTING WIFINTIO *NUMBER OF SHRUBS t TREES REQUIRED VARY BASED ON LOT WIDTH AND UTILITY EASEMENT RESTRICTIONS (SEE PLANTING REQUIREMENT5 FROM C.O.D. ON THIS SHEET) TYPICAL BUILDING FOOTPRINT EVERGREEN TREE" LOT LINE Garage MULCHED PLANTING BED PLANTED WITH SHRUBS* DECIDUOUS TREE* Driveway 5 Co Crete piclewalk i Planting Strip CG -G Gurb � Gutter Public R/W CG -9B (Typ,) 2 TYPINL LOT PLANTING' P34 NOT To O&U SEE PLANS FOR EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS SET SHRUB PLUMB. TOP OF ROOTBALL DIR',ECTED BY LANDSCAPE ARCHITECT. SHALL NOT BE MORE THAN I "ABOVE FINISHED GRADE MULCH 3" DEEP IMMEDIATELY d C' GROUND COVER AND /OR PLANTING AND WATER I �� 4 d REMOVE BURLAP FROM TOP 1/3 PERRENIAL PLANTING BED. THOROUGHLY. !) V p OF KOOT13ALL SEE SPECIFICATIONS FOR >t� BED PREPARATION, PLANTING L' 3" TALL WATERING BERM SOIL, t SOIL AMENDMENTS. PLANTING PIT. Q p PREPARED 501L FOR SHRUBS �L D� FINISHED GRADE SLOPE PLANTING BED FOR P051TIVE DRAINAGE DECIDUOUS TREE' ; .�,•�;;� ; -" �, ((ice �i•�i ••i•�i• •i••i••i••i• - i ! ...... r SOIL SURFACE ROUGHENED �'�•'�'� { h TO BIND NEW SOIL � - - = Ali,91;; I;'� :�i /, NOTE FOR SHRUB BEDS: \\ i,\ j�� \ / \�j /��j / / �j /\\j / / / //\ �..._ SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED i PREPARATION, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. 3 HRUB PLANTING DETAIL P34 NOT TO OdALE OROUNDOOVER PLANTING DETAI. NOT TO OdALE LAYOUT VARIES, SEE PLAN �x - -SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. - MULCH 2" DEEP AFTER PLANTING AND WATER THOROUGHLY GRADE TREE CANOPY CALCULATIONS A. REQUIRED: i � BRC&D'LEAVED EVERGREENS (Screening) AND ORNAMENTAL CONIFERS (20' -l0') 36.492 (NOT INCLUDING FUTURE DEVELOPMENT) Farmland Credit: 0.000 i 7 a 0.000 PLANTING NOTE: xC °Cryptomena japonica & ovs. !Cryptomeda (Black Dragon, Yoshino, Ben Franklin) -_ .. __ . 47 (6, -8,) 0.000 20 26 0.6{1 13 133 6235.2ta MIX CONSISTING OF NATIVE 3 ' "` 1A "` "' , " j `" i Ilex x attenuate Fosters Foster Holly 45 ' (6 8) 6 10 16 0, 31 4.' 19 889,05 CONIFERS AND HARDWOODS ;PA µ'Picea -1, bies___.. __ _._. ._ - - ;Norway Spruce 32 (6' -8`) 6 10 16 0.50 8 50 1607.68 PLANTED AT 1 SEEDLINGS /400 SF. ,T(� " Thuja occidentalis & cvs. -- ; Eastern Arborvitae (Emerald, Nigra, Techny) 26 (6' -8') 6 16 _ 16 0,25 4 13 326.56 (20'X20' SPACING) r' y - _ U . �c9 Gti _ _ " . Q .5 THROUGHOUT DISTURBED SLOPES WITHIN CONSERVATION 'B- EVERGREEN SHRUBS (Screenng) (3' -? 5'} � i/1 ,�38 AREAS. SEE PLAN FOR MORE Minimum Catrper or Height at Growth over Total Height Ratio of Width Total Width DETAILS. (Botanloal Name Common Name Qty. Height Planting 10 Years In 10 Years to Haight In 10 Yaws Area of canopy Total Area of Canopy i (Mtn.CaIJHt) (i (Yj X + Y = T (R) (R) T = Q (D) ^2t 3.14/4= Qty, x Area of Canopy (GPJ AG iAbella granditlora ;Glossy Abelia 65 1!24" 1 2 3 _ _I 5 0.85 4.2'6 14 921..64 W jBM 8uxUs mil crophyIIa & cvs. {Ottieleaf Bax (Green Beauty, Wintergreen, Winter Gem) 16 ,24 2 1 8- 6.75 2.26_ 4 63.59 IG Ilex crenate & cvs. ;Japanese Holly (Bullata 151, Steeds, Nigra) 19 .24 2 2 4 ; 0.90 3.6 10 193.30 `* [JistminuIm nudttiorurn ;UVinterJasmine 56 '24" 2 2 4 0.90 16 10 569.72 'VR [Vibumam rhytidophyl(urn "Allegheny" Allegheny" Viburnam , _ _ . , „ ,..: 65" '24" ..... 5 ' ,10 _ 0.9� _!_ -64_ _ 4133.03 _ LL z � w DECIDUOUS SHR'UBS 0') E- I i _ Caliper or Height at Growth over Total Height Ratio of Width Total Width I Sotanioal Name Common Name M, _ Qty. JMinimum Height Planting 10 Years In 10 Years to Height In 10 Years Area of Canopy Total Area of Canopy W a U O (Min CaliNt.) f x) (Yj X + Y = T fR) (R} T =-D (D) "2 3.14/4= Qty x Area of Canopy (SF) Ei a. 5Fl_ _ _.I Forsythia x intermedla & cvs, II`arsythia (Lynwood, Spect, sills, Spring Glary) _ ,63 f24� 3 2 5 0.90 4.5 16 I 1QQ1.46 F, .. ... w w w 11001.5.,. H z EE- � E- � Grand Total: SEE PLANS FOR EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS SET SHRUB PLUMB. TOP OF ROOTBALL DIR',ECTED BY LANDSCAPE ARCHITECT. SHALL NOT BE MORE THAN I "ABOVE FINISHED GRADE MULCH 3" DEEP IMMEDIATELY d C' GROUND COVER AND /OR PLANTING AND WATER I �� 4 d REMOVE BURLAP FROM TOP 1/3 PERRENIAL PLANTING BED. THOROUGHLY. !) V p OF KOOT13ALL SEE SPECIFICATIONS FOR >t� BED PREPARATION, PLANTING L' 3" TALL WATERING BERM SOIL, t SOIL AMENDMENTS. PLANTING PIT. Q p PREPARED 501L FOR SHRUBS �L D� FINISHED GRADE SLOPE PLANTING BED FOR P051TIVE DRAINAGE DECIDUOUS TREE' ; .�,•�;;� ; -" �, ((ice �i•�i ••i•�i• •i••i••i••i• - i ! ...... r SOIL SURFACE ROUGHENED �'�•'�'� { h TO BIND NEW SOIL � - - = Ali,91;; I;'� :�i /, NOTE FOR SHRUB BEDS: \\ i,\ j�� \ / \�j /��j / / �j /\\j / / / //\ �..._ SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED i PREPARATION, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. 3 HRUB PLANTING DETAIL P34 NOT TO OdALE OROUNDOOVER PLANTING DETAI. NOT TO OdALE LAYOUT VARIES, SEE PLAN �x - -SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. - MULCH 2" DEEP AFTER PLANTING AND WATER THOROUGHLY GRADE TREE CANOPY CALCULATIONS A. REQUIRED: Acres Site Acreage: 36.492 (NOT INCLUDING FUTURE DEVELOPMENT) Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 0.000 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: 36.492 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy 36.492 Min. Tree Canopy Requirement: 20% (see Section 32.7.9.9.b) Total: 7.300 AC (317,988 SF) Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area. 8.724 (380,000 SF) Bonus Factor 1.25 Total: 10.904 AC (475,000 SF) Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (Al): 7.300 Tree Canopy Preserved (B): 10.904 Additional Canopy Required: -3.604 Note: 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) Tree Canopy Preserved + Tree Canopy Added 1 Overall Site = Total Tree Canopy On -Site 475,000 (10.904 AC) + 153,207 = 628,207 SF 628,207 / 1,589,591 52 = 39.52% Open Space and Preserved Area are one in the same for this project. OPTION: WWF (4X4 OK 3X4) CAN BE ADDED NOTE: FENCING TO BE CENTERED ON COLUMN. BETWEEN POST AND FENCE BOARDS IF ANIMALS FENCING TO BE EITHER, STAINED OR PAINTED FLAT ARE BEING CONTAINED PER OWNER'S REQUEST. BLACK PER LANDSCAPE ARCHITECT. W O.C.; TYP. 4 X G X G POST; I" WASH ON TOP, SET POST A MIN. OF 3' IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 POST CAN BE 5UD51TUTED FOR THE 4XG POST SHOWN AT PLAN OWNER'S REQUEST, + I FENCE COLOR: BLACK SECTION 6 3 -BOARD WOODEN FE) WE P34 NOT TO OAL6 I X G X I G ROUGki SAWN TREATED PENCE BOARD; SECURE TO P05T 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 POST A MIN, OF 3" IN GROUND. SECURE F05T WITH QUICK DRYING CEMENT (OR EQUAL) MULCH BED AROUND TREE TO BE - "5QUARE "AND EXTEND TO BACK OF CURB AND EDGE OF SIDEWALK. WHERE METERS ARE LOCATED CL05E- EXTEND MULCHING EQUALLY ON BOTH 51DE5 OF TREE TO MATCH SEf TRUNK PLUMB, SEE PLAN FOR EXACT LAYOUT AND SPACING, r. . TREE TIES, SEE SPECS. 1 -1 /2" SQ. OAK 5TAKE5 SET I DEGREES APART FIN15HED GRADE APPLY 3" OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WATERING BERM EX15TING GRADE - PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. REMOVE BURLAP I: STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL 5 TREE PLANTING DETAIL P34 NoT m �&E TWO TIMES BALL DIA. (MIN) I, 51DEWALK O PLANTING STRIP WATER METER PLAN: PLANTING STRIP; TYP, N T,S. rel 19 \,A QE E C�1� � M •O W 5'y 00 d LU W 3 ■ d ��p,LTH OF G�1P �y ven . Edwards r' y CerL No. 0931 U �c9 Gti P E A B w p � i/1 w Y w U W Q } m z � 0 w m LL z � w E- 02 W a U O Ei a. W � w ra w w w H z EE- � E- � LU Z z O � E- ua W � W O E CQ W F_ W �-+ w W DOM. PROJECT NO:12.006 NDEX TITLE: SP34 SHEET NO: 37 OF 48 DATE: 04/20/13 PLANT LIST . - . _ _ ` \\ ` '' `,, � �� / � , � ' ' ( / MM Ro'o'-t ldoi�menifs duantit ", 6lip"e"r Height'! �pre'a�d' 4 !6) " oi4Narrle y LOT / I ' k 1k I I - I -." � . � � - . .11 1 1 — . I --- y6' AA !Ar'nolanchiera'rb'o'reaAuturrn Brilliance' I , i - Autumn Brillance Serviceberry 62 5 7-8' 1 B&B/cont: Witf-trunk (3-5 trunks); dense, uniform bra.riching. uniform branching; 4V'O.C, t` i r r t 't \ \ ' AG Abelia x grandiflora 16os'A"y Abelra 65 24" 24� 3 G Dense, farm; healthy color, X- traight tirvnk; bran'ch'ing begins at'3';ba-1anc'-e-d^he'ad' AO Acer rubrum 'October Glory' October Glory kbple 39 2,54' Bj6 Red Sunset tvisple, B&S ;Straight trunk; branching begins at 3'; balanced head i t \ ! , IA� J J y�fi \ t t \ _,Acer rubrurn 'Red Sunset -A, - l 4 Z541 'ARi 41 1 130 Straight trunk; branching begins at T; balanced head Y t f F i \ \ - ----- 'LOT/4 24" 24' 3G Dense form healthy color; uniform branching; 3V O.0 Acer rubrurn 'Red Sunset !Red Sunset tvinple, 3.5 �Bm Buxus rricrophylla koreania'Writer Geal 1 Writer Gem Korean Boxwood 16 1 jBN I Betula nigra 'Heritage' 'Ounp Myer Birch 17 2�5-T' B&B/cont,WIt1-trunk(3-5 trunks); dense, uniform branching - - - , - -- i Cercis canadens�s fcc I t J ! ' t - -- _� ,,' - r Eastern Redbud 40 7-6 B&Wcont' Straight trunk; branching begins at T: balanced head -,--,34- -n . -n: 3-F D,5 36,321 F11`--4-- IFI 'Spring Glory' ;Spring Glory Forsythia 63 24" 24 3G Dense form, healthy color; uniform branching; 48" O.C. Forsythia 7 A i FP Fraxinus pennsytvanica 'Sunmf I$umt Green Ash 32 2.5-31, i8traight trunk, branching begins at V; balanced head dentuata 'Fostere Foster #2 W� 45 64 1 Full to ground; dense branching, st aight, pyramidal form i ' y - _ - (w iiB/cont 'Den' e f r IG lox glabra'*4 Nqra Inkberry 9 1 24" 24` s orm, healthy color; uniform branching,, 4a" O.C. 24" 2*' 3G I Dense form; healthy color; uniformbranching, V'O.C. T� �JN Jasainumouddlorum Qnter' Jasaine, 56 4" LO f 1�f) `� ' \ Rotundiloba Sw eel Gum LS Liquidambar styracglua 'Rotundiloba' 27 2.5-3, B&S sStraight trunk; branching begins at 3; balanced head LS1 Uquidarnbar styracglua'Rotunddobia! Rotund(toba Sw eet Gum 7 154' B&B I Straight trunk; branching begins at V; balanced head \\ �/' „ r Tu'lipPoplar 1 2.5-3' B&B 'Straight trunk; branching begins at T; balanced head t r" 1 ,' , ` 1LT pifera LTI Uriodend(on tuli 'Tulip Pbplar 7 3.5-4f' B&B ;Straight trunk, branching begins at T, balanced head UP V L Tl/ Nlagnolia. grandifloraIrtille Gard I Little Gem Magnolia 4 B&Blcont! Full to ground; dense branching, straight, pyramidal form 1 SW eatbay k1agnotia 7-8, 8481cont' , Miti-trunk (3-5 trunks), dense, uniform branching W 17 virginica PA P11c ea able Norway Spruce t 32 6.g 0&1$/cont', Full to ground; dense branching, straight, pyrarridal form PO ifttanuis x acerifolia 'Bloodglood' ondon Plane Tree l 51 2.54' B0 =Straight trunk; branching begims at T; balanced heal ------ ood London Plane Tree 3 3.5- branching at T, tan, POI Platanus x aceritfolia 'Bloodg 4" B&B Straight trunk, ba ced head ON X�ercws cpccinea ;Scarlet Oak 2$ 2.5-3" ,Straight trunk; branching begins at T; balanced head; DO NOTPLANT iN WINTER MOMS 3- Pq ainage semen-t. Errierald Green Arborvitae 26 6-8. B&B/cont, Full to ground, dense branching, straight, pyraWal form cb,;- & B&B TO Thuja o'ccidentalis 'Ernerald' I - I 3-`CC 11 Z I m B&B Straight trunk; branching begins at 3*; balanced head UP LAmUs parvifolia'Allee' 54 2.5 Alleq Chinese B 14 R i h G I Dense form, healthy color, uniform branching; 46"0,C. 24 VR Viburnumx rhytidophylto des 'Alft any' Alleghan Loatherleaf Viburnum 65 y B&SIcont Full to ground, dense branching, straight, pyramidal form 1XC Cryptorrieria japonic. 'Yoshline !Yoshino Japanese Cryptomeria 47 ^zs lkovo serrataGreen Vase� Green Vase Zelkova 28 B&B �Straight trunk; branching begins at T, balanced head e (2,". ize Idid Ik /(Ty "Slerrascap et. Wall. / tI IJ \ i ! \ \ % / \ i / ` / / i I t e R " i7a x W % fe ty' Rail 'Heigk=2 3 4- UP Y-) AD ES ----- UTURt DEVELOPMENr\ CR //Stru/",Urtf G P I, Oral!lc !e- MAINYENXNPE G U CADIA BLOCKS 1 & 2 0 7— 'TOWN DISTRICT„ SLOPES GREATER OVER TO BE PLA N OPOSE 24.476 ACRES S �SKET JAN O� EQ6AL/T A S 4* V11 " >--) - ItE PETAjLS ` % \ \ / \ TO CIN ?` E7,Hl a7id Tr7 CD F6 a /L 5- Up > 5b V *# CIO, S 1 f > CP. /AgFu r § ro L\cation 0 \ I rat o Be `Adjusted, Wit 5 F 10 IN i C\ Phasq / ', % ;� / i ;// / n'` i 8 5 / / / / / / 8\ - ; k: ,! ' / / / / / ; stri 810 B" cr -Z f , // i ` / t ! ,"+' /l � , Q S ;! t i ... ^'^/ � ' / / _-- _ _ __-' — c p.c' // � � ' Z 5, Co YA-- It Side alk (Typ LOW MAINTENANCE GROUND ON ALL P Cb SLOPES GREATERJHAN,,OR UAL TO 2:1 t A Z SEE S/HEET SP3� FOR DETAI S LOW MAINTI�RANCE GROU COVER TO �E PLACED POSEE�-� ED 0 ALL PROPOSED COVER TO BE PLAPED 0 )0 t t" f ---- ------ SLOPES/GIREATER TH R EQUAL TO 2:1 S :/SH EE EETSP34FOR ETAILS 4 Eitended 20�/ / /i E t. 9'�/RCP Culvert/A @ 1,85% If E e 1=jbZ01 Inv: --4 Out- 379,93 ------ EXISTING TREES CONSIST OF APPR Mix '0' C/ 2 ea \ \ t --- ------- --- and Gr ter) C(iticol �Iope� (Typ.) "0" 0 OF 6ECIDUO'L� AND EVERGIkEEN'�[ ES /F -nc X I if ------- OHE i OHE 20' RWSA ESMT. OB 859 v(j 56 DB 742 PG 195, 197 PLAT 0 H E 0 E tJ Exist. Entrance To Remain if 25 Yr. W..E =,384. 7g` E co OE 7a ♦' t 1 �i 6 H E 0 HE H Ek "H, 0 H O H E H 0%, \0 H q 0 H HE 0 HE H E OHE QHE 100' VIRGINIA ELECTIRC & OH H 1 11 1 11 k t ,;, r''' j t E HE 4 KEY PLAN 1 ti RWSA POWER COMPANY EASEMENT F OHE HE 0jH E Watermain IbB 269 PG 284 1 +OH E E 0 SEE ALSO PB867 PG 337 OH' r- H E/1 % ' r lk E YY 0 H E 'OHE ------- OHE, 8"S N X I TYP 78E-'H Fontana Land Trust X/ 11 Entrance IA S)I*ghnt t(I nce.. 00 FONTANA PRIVE /Z VVAIN. // 30 Q 0 00 9C . WIDTH RIW ri RETAINING' WALL S'GREENING' PLAN ISH OF n dwards CerL No. 0931 All 4 Z; I` tow E E co 0 0 LM 'so W 0 a me CM z z E- z LU > W C> C) 0 Cn E— CD E— C) CD LU 2 W C\i co LU a: ISH OF n dwards CerL No. 0931 All 4 INDEX TITLE: SP35 SHEET NO: 38 OF 48 797mor 11 O&E. V = 3W SCALE: 1 1 30' d DATE: 04/20/13 co E- TJ z E- z C> C) 0 E— CD E— C) CD LU 2 W C\i co LU a: C) OZ E— E- �:D co z C) E— in WW DOM. PROJECT NO:12.006 Z Cn E C\2 C\2 0 -ci Lij INDEX TITLE: SP35 SHEET NO: 38 OF 48 797mor 11 O&E. V = 3W SCALE: 1 1 30' d DATE: 04/20/13 co E- TJ z E- z C> C) 0 E— CD E— C) CD LU 2 Z C\i co LU a: E- �:D C) E— WW DOM. PROJECT NO:12.006 INDEX TITLE: SP35 SHEET NO: 38 OF 48 797mor 11 O&E. V = 3W SCALE: 1 1 30' d DATE: 04/20/13 mp 6 t �, ' ` �'' ,EXISI`ING RE S C SIST OF I I �/ LOT 1 t I , f i / , Q 3 ARPROX, 50l 0 mix i 0 Critic f S�o Typ•) .\ / 1, t j \ \ ! `; �OFQ`ECIPLINSA1V EVgRGf?tEN // W (25% nd' Gr t r) \ \ I , % 'TREES i I KEY PLAN \ \� \ \ f / 1 / / l ' - `- `Q 9a /' / i • \ '' i t 1, , / t tl + y' i % i { j I I i i I /! /` i 7Q , t ! cn ` y it + ', LOT 1 s.. ,' _ — I + j �— — 1 1 t /j 1 F � 1 � t ' ' `, 1 \ W LOT 99 cp - ! ' i I pT q t ; t 1 1 f r /OP 9SF� CE i 5. A'gES/ �; / JI 1 ,� `, \ ' \ / ' r ___ ` / 1 ' v .' '• ^\ , .r ` ,,r ,k f r f C WJAPARK // J� V i i �(A ZT10N OF L0( E /I tiTH 0 it 3 0,99,7SF f 1 t \ 1 I \ I � - 1 / � / ` , `t\ t / • ' � 'r 1 r , i `I 1 , , t `1 f // i J J JJJ \i LpT 13 , ; ! i , `; �,` I ' // / / to en W. Edwards J Q 1 , , } t 1 ', I ` J I J i' I �J r 093 H Cert. No. l/✓OI U \C) c. Side \ it, t LESW AINTENA EE ! I t11 td tl 211iv ,t /GRO NE) ,%� �4pE C� O ER j'0 B P�ED,6N 1 ' t - - - - - _ - ` \ / / LpT 1 / , ��l PgOPO D j ; I i 10 ' ` LpT n2 i ; '` 1 ! 1 >i +, ` `' k� OP SG EATER TpAN ' w 0,, QU T,0,2:1 j/ f HET P34 FOR Q II ' 03 A S J 13- IA � 4 1- QN ' it ' , ,i 1 i ; ' I', -"�- i r � �a 4 `, pl 102 1- MV w 3- 1 _ ao 1 i 't ,4-ZS ; y t I ' << \y Al \ k / ° � y i \ \ \\ \ ' I - j - - ; \ 1 1 J uu ✓ • ' t, 2- Z.S �Q 1F , a -j f /r / J r j'1 \ \/ 1 r / , { t ` I z l \� \ \ t \ ` + ` t {j \ j'� .• ` s xm k ' �' i / ' / j / ---� i - J ! 1 //I jt,J' '� 'PICNIC j�� II �i f rl t I t '/ 1'i ,t, 1 J w X \ `\ ` t ; \ '`\ ' \ - - ' '__'_ _ � � / l't '{ ___- �- -- _. - - --- y ..._, a • , a EVE cD\ \ • / , j °' /I I i i 1 ' I ' \ I \ 1 ' W \ 58 , a 1 rCt 1 �j0 + / i i I i �\ ` i y !l' i i i z �\ ' 11- TO '} Y; 1 ? ; i t y I z �n V_ i t , t !j %/ ; • / i • ^` + `.'jnt-w, '1N, =Ltt (N t / !1 J ' , I' ` '{ ; �/ ' Ii; ,t, \ \ � I �Fi t 11` W t ' ,r I -' +' LOT 10 y y /' o t\ J ` N� 6- , i I J i 1' ! ,1; 4/� 1 !I `f X` ' CC\2 o CC\2 SWIMMING p00 \ o R COMMUNITY CENTER NOTE: 'X 5 h THE POOL, PICNIC SHELTER, AND NEIGHBORHOOD CENTER i / s ` (s ; ; SHALL BE SETBACK A MINIMUM OF THIRTY (30) FEET FROM ANY RESIDENTIAL STRUCTURE WITHIN CASCADIA PER CODE OF 1 ` +\ DEVELOPMENT SHEET 16 NOTE 13. ` X� 2 r ! - / ,'; - ' r i ii t { i' } `, I'; 4 1 { {`\ j t I { \ I \ t t ! / ' / I' , { tt LOT 9 + I I o ' H ;l 2- Q IXA 2,3,75 z z z O ,Sing ' = { ,, ' i t P 1 I I �1 W Cxa 1 Slide I+; \ ; t ; - --� 57 0 0 At \ i ;+ i ;'! 1 Timber i 0 l f , t ` \ t "tt,t i 1 L ucv,6out�Vihtr 1; \ 5 f i \ t \ t' \ ' B enches I - _` t r j 1 ' � t ii \`� \ I ( 1 ( I 4 uj c5 t �� 1 + _ �\ \\ ` \ t ' ! �; - t �-- -� i \ t �P y j f ;, i` \ f I \ { I I i ° ° ° a a. \ j / `\ \ _ 1' _ Trash Can Pass - �' _ l ` 2- UP 'I ! t z -- & -0 ue Enclose \\ 3- UP tc)—t" W ' 'lf CD - -- \ CG- nC i \ _ e r\ - - - _'' -_ -- t _ �`" - 1 � r �.�, \ \__5�' -- _\ \ LOT 7 � , ,d 3 I t I ` -T'-- - - _ <- \ C \ / ^ , / it ( ri , \ ( /j r ' t t `\ '� � � \, \ ------ - - �- -___ _ \ J- � \ \ • \\ \\ , .. ( ,I I ,�.< +:][\Ij, .1 �� \ \ \ \ \\ \ ' � � 1� F ( j f r i i � � � C— It 2- / I ! \i t; i NO i - - _ \ ' \ \ \ \ \ \ NEI HBORhI00D ENTER \ \+ \ \\ \ �\ 8�P\ RK 'if '� J` LOT6 4,.459 A €$ k co 11 LOT 4 ,L'OT 3 / t , ; ' ' ` / / LOT E / / zll '5*el 16 \ / ppEff8' PAQE 30 ACRES M. PROJECT N0:12.006 ,'�- / ,' INDEX TITLE: UTURE DEV OPMENT \ \ \ C CAPIA BLO S 1 &2 \ `l• = %' //� / / / % / % ` ' ! / / / / r" - _ �' \ \ \\ - - �._ ' QISTRI T r ! i i f /LOT 2 / `< L I GE OUND �\ 1 / / ,r 476 ACRES ` \ l : - / /� LAC ON Z PROPOSED / SP30 THAN OR EgUAL TO 2;1- , H 34 FOR DET S p SHEET NO: / "y 30 0 30 60 39 OF 48 Lcvf 1 / i / 90 mysw �39 \ \ t SCALE. 1 — 30' _4 �i\ DATE: 04/20/13 REFER TO DETAIL 1/SP37 va U � E € _- \ i \ \\ ' — Day ° ©o 0 \ 0 t (� 60 / I l `:`" _� =` -=- < >._..' Str t :G�ocid - \R\ '�►' oil SP37 zz / '' / / -- , / , \' / ��, - - - _ F ,.. \ EX TING TREES CON,� • \ j / - A ROX `60!50 V \ r -- / /' / , biar' Ba et �', - -- - -`y~ `�`' � �. OF DEG{pU AIVb VM W�rr a . _ _ _ _ , _ .. 5 4 \, �, TR S / Ri -Rap Foray / \ \ \ W / M \ i , _ \ R\ Tom ga / r \ \ y \\ V V -- - \ -,= � � ,. ; ' ,, / �'' , \ \ �@ � \, `r , . t� a _ / -EXISTING TREES CONSIST OF-- LOT 82 \ 4\ \ m - \ \ \ 3 i ';PRE�QX 50150 MIX / ' //. - t - -!'\�; - ` OF DECIDUOUS AND EV�REEN t. �' 7 , 'r ;, ;fit`:. ? .. \ , - ___� 'r \ \ �` �, \ t ,p � ; ; ;� -;n„ .s,' a ;a," :i,l' f ' TREES _ ' '' / f \ / /, _ r f ` \ \\\ \\ \ 1Sthapfet e R Rye ` W Il VI -_- " -LOT 81 \"` `\ ` ` Y G� ` 1/ ' '/ / ,' / , i. "'.`'% .)�) r:•r.. ,rt r'lr -' LOT 83 F - __vl " `�\ LOW MAINTENANCE _ ' GRQtJND r /l \ \ \ \ \ A ox ` im t� of \ t / ` - j l -';~ _ - _ ; �^\ - - - - COVER BE,PLACE I I �/ ' % j -` ° TH OF It 1 ' - -�- " - - -- - ~```` a - � / / ' ALE PROPOSED ✓' j Jt � \�`. , SLOPES G ER THAN \` -OR EQUAL TQ2:1 \ �b \ `` E SP34 FOR / I, n n , \ ; \ ' en Edwards !` � / .s r, if1 •(r� / � � -- _ _ S HET f % � _ ETAI S ,/' �j } ! t / o �\ \ \ \ \ \ 1 t� Cert No. 0931 F" If - = r = -- �\ �-° 4� >, ` ,� ; \ ' \`� \, `� FX(STI}SEES �ONSIST OF '� LOT 0 1 i \\ , �6 // i r' _ - - - . S \�. 50/50 M�I \ \� �, \ `L ti �` DECIDUOUS AND EVERGREEN , l /' L01 84 ,% �` _ _ - -- \ 4j TRE�FS j \ `\/ I t /, 1 ` \ \ \ \ \ i \ \ \ \ \ \ \ / / j' r ,'` / \\ �' l• ' / ,'' / , \\ / ^�.� �-,= '.~ = —- °.— =.- _ , ' S,t� Ta eo`�r�sd \ .,,..,�- ' , /' ; ' ' \ ;�� i s 'y/ '_0 / l Ri -Rap For ba / /� f \,- - - �, ,%� ) i / r \ �\ \% p y �% l / " LOT 82 _ _ _ �/ t: ' a / \ \ \ \ Lu �k 6 % / \ \\ \ \\ \ \� \\ \ \ \ \\ \ \ 1 RETAINING' WALL GREENING' PLAN ""LOT 85 P37 OdALE' 1" = 30' / / / - 'ri "r �' ,,:� \ LOT�/9, '� \ \ O O o _ � \ � � \ ``�\\ \\ i--I Rte'• \` t t \ \ \ \ \ ` in i i ;( Z j' r ' i'I:,^ 3f% '1,' \\ \ \\ \ C] 1 l \ t \ i \ } \ \ \ \ \,EXISTIN TREES ONSISTOF \ ` \ i �' a ,r;;t_ _',',a.;, .; t'I, ` �„.�'"�t % / ',�' / % �� . �' ; f' \ \ \ \ APP OX. 50/50 mix \ \ t \ \ \ \ OF`RECIDUO S AND E1�ERGREEN \ 1 1 , �' -, "._ ---� ''r",�" / / i / / '/ ! ` j w�� j i, �l \ Critical Slopes EES jjj / / a J 25%.a d_ Greater) ul \ LOT 86 6; W \ \ \ \ / LOT 87 ad \ \ ` \ \� ` r / /LOT 88 - - ' { \ \ \ , \ i , \ { d i { , , ,/ / i ' it j , r j I - \, '\ \ \ ` \ \ \• C) 0 l \ \ flt LOT 78 / �' ~' \' I j r i/ / / i ! / LOT 77 \ \ \ t Qi NN \ \ / ` LOT 89 / c� L M TENANCE \\ �\ \ \ `` `\ \ , i f ;' / / / 8 "S _ I \ t\ COYER BE PLACE�ON \\ \ �``\ \Rip }Rap Ditch \ \ �\ / \� 1 �l' - 1 \ \\ \ \ \\' \ \ALL PROP ED \ \ t\ /t s \ \ \ ( \�j' `\ /' i 11 ! / '/ 8' ' %- -- - - — - i ., - g \ \, \ \ \ t f\ 1 \ ;j u C r't \ Q w SLOPES�REATER T N �\ / \ \ \ \ LOT 76 ria \` `\ OR EQUAL TO ,` E SHEET SP34 FO / \ I \ t \ I'` ` J \ / I' / r� �p . - 2 _ / ^\ ` \ w w l l i I ,\ \ \ `\ \ ` , l ! t / z ; / l a // / '.; ' . Cj \Oj b ° 8Q� = '`�`.,`' \. \ l�' `` ,. ` D I AI LS % / \ ¢ate_ UJ \ \ \ \ O O O F. J i s t )`. LOT 90 n , r t� \ 1 / C� L� j - %" { _ LOT 75 z z z i ( ` �ll l r \ \, 1 \ l\ Y ' \,� i �t \ i " + 00 ,6 -PO NN / 1 1 \ \ \ / '. / \ '\ ! ;; tt \ J LOT 91 ",; ::.- _--- -- Lq J X l k NNN ` p , \l `� J / \ \\ \ `\ \l \ \\ \ f ' i If j V ', , ' i 76 // 1 a /S' I _ _ — 280' 1 1 - - _ _ t Distanc \ 5� \PO IT \ / , \ \ %\ j`, ; ' ' \ / �' k LOT 74 �' V- ; ' / OVAL P K 1 / \ _v "l I /fJ `` \! ` \' ` ' , \ \ \ / i n Q P.• i ! �it,•'' / }�/ \ �\I 1 i ', �i \ y\-• i G ` i I F--i � ' I \ \ f\ ` t i / I r t •` \ ` / ' 1 k � S\ , S><• Ci ! t i /.-= ✓/; i., �/ � .,,i'' n � ' � ��:yv/J' � ` ` I I' i a(\�' r� i j \ / / //= " i /'' ' - ` �'\ \ \� ` \ \' V' ± \ - µ{ O _„_._ - -"- r, - /- _ -.r , " _ _ I //' \ \ ` 1 \ \ \` 1 \ \ /\\ \`I' "� 1 �' ( � ' I l \ ,` � ' \\ S Y �� f ' !` ' t ' t + / k ♦ % 6 /� J-'" " / � ! \ ` r r `\ J ,`` \ \` � ` / �. `\ 1 � V 1 \ \ ! / \ 4 ; LOT 93 7 4 _ t '' \ k \ °� - LOT -73-- k _ \ .%� , / s / /yam \ © -^'_ --- _-- - -`- ___ _, ___ \ ' - _ �-.. _ - \" _ • i � ;-,ate / ;` \;\ , Gig `.• , \ _ � � ^ F--1 i ,, o12- 6- 4 ` V�1 \ PO OT 94 \. @9, r \\ _ j�_-'' ' � ' i l�tn� �9 �' / 1 \ �= I--I E, , --- , i ( � � % \ 5� , % t � ,, i y I r' � / % "�,, '• -- -, �,\ - -_ , -� --- s ..t''�i�r l,` ry� , /r -_\ \ / ; � 1`'t4, .' I- -`{ F/ ---�4 \' CP `I i , F �i � / t, i `i '1(I / , . "YL \ • \ ;t i '\ t t` t �. ,, `%`" , `t � h , � / FUTURE EVELO ENT s ; j t f r 1 I , , '� ,' , h f \ ` \ \ / I CASCA 1A BLOC S 1 & 2 + I , i , \ ��i 1 \ , 2 �� - \ i \ \ \ "C DIS 3 i ( I ! k i r W - I \ st \ X25 �.0 O N i \ f \� - t-- o _ 4.476 A RES // i t t I ` t- - \ \L 95 ' \ F \ \, i \ t 23 1.0 - - j ' , �r� o = j. I T W (, i 1 0 - N 1 I F--- I , ' t �`ra r \ 1( / n t 1. t � rx# QN � � oo to � - -- "- _ - -" -/ -- - -' "f ` j / i 1 Z\ ''i t `. \ ` ` \ • it W 4 F 4' � i / /' , ,,LOT 20 `� 21 L ` = I - 'r / - _ // _ _ i - i / s i \ 't \ ; \ i (• ,i "cn' � ; i`' 1 (' 1 j ; LOT 17 LOT 8 LOT 19 L T �' \ �i7 DOM. PROJECT NO:12,006E \ �� t -__ ,�,; LOT 33 ` I \ \ \ \ 8- - ' \ 1 \'4' ` INDEX TITLE: DP 15 -i T - _ 3 -`1.1P _ k , . \ .' / ♦ ;/ / \ i ♦ 1 ;J� LVI s I \ \ - - - 4 - - X34 \ J �/ XIST NG SHEET NO: { 40 OF 48 i EFTS CO,CdSIS,T OF !LOT 34 i / f - "" �r , 1 Cone` _ / \ /APFO t 50! MI i C- ` i MTV ,.,, ail E /� OF CI UOU AN EV G EEN 4- L KEY PLAN ! 1 �' �" ` \ - i I .. ► ."'r' / i / R s /� i' �r /! 3- % \ - \l t b LOf 16 , M Ig ' •�r,�. i i i r �i \` DATE: 04/20/13 {{ \�\ ! - �- � � i , i ' �' � + \ � ,' • i / t / / / 1 t ! ri \ � `I cJlr<�� EXHIBIT D EXHIBIT D Original Proffer Amended Proffer fifteen percent (15 %) mimmum for such site plan or subdivision plat, and such (Amendment #) additional affordable dwelling may be allocated toward the fifteen percent (15 %) PROFFER FORM 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 Date' July 20, 2006 not exceed fifteen percent (15 %) of the total units on the site plan or subdivision plat ZMA # 2002 -004 Tax Map and Parcel Number(s) T a Par el 62 -25• Tax a 79 Parcels -59 9 3, After a lot, unit, or unit(s) within a townhouse block has been designated as and ax Ma Parraa178E -H 1 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. 60.8 Acres to be rezoned fb im, RA/R6 to NMD in accordance with the B. Mixture of Types of Affordable Dwelling Units Cascadia Code of Developmeni prepared by Cline Design and dated July 12, 2006 1. At least thirty -three percent (33 %) of the required affordable dwellings shall be for - sale units. Pursuant to Section 33.3 of the Albemarle louaty Zoning Ordinance, the Owner, or its duly authorized agent, hereby voluntarily proff the conditions listed below which shall be appli td 2. For purposes of this proffer, no more than thirty-three percent (33 %) of the required to the property, if rezoned. These conditi are proffered as a part of the requested rezoning affordable dwelling units may be Special Single - Family Dwelling and Duplex Units; hing, except the maximum number of dwellings established in the and it is agreed that (1) the rezoning itsel gives rise to the need for the conditions; and (2) such however, not conditions have a reasonable relation to the rezoning request. Cascadia Code of Development, shall prohibit the Owner or its assigns from creating additional Special Single - Family Dwelling and Duplex Units. 1) Affordable Housing: The Owner she provide a number of affordable dwellings that is equal to or greater than fifteen percent 15 %) of the total residential units constructed in 3. The remainder of the required affordable dwellings shall be "for rent" townhouses, Cascadia. The affordable dwellings sh it be in the form of "for- sale" townhouses and condominiums, apartments as defined in paragraph ID condominiums and "for rent" tow` hw , condominiums, apartments, accessory units, and C, For Sale Affordable Dwellings Special Single- Family Dwelling and D iplex Units as defined by the Cascadia Code of For purposes of this proffer, a "for -sale affordable dwelling" shall be defined as a dwelling Development. The affordable dwellin shall be reasonably dispersed throughout the property, subject to the requirements o the General Development Plan and the Code of affordable to households with incomes less than eighty percent (8d %) of the area median Development. income such that housing costs consisting of principle, interest, Teal the estate texts, lieu and A. Designation of Affordable Dwsllf s homeowners insurance (PITT) do not exceed thirty p (30%) gross income. 1. The Owner shall designate indi idu4l affordable dwelling lots, units, and/or unit(s) All purchasers of the for -sale affordable units shall be approved by the Albemarle County within a townhouse block durif. g final design. Where final design is pursued through ,(•lousing office or its designee. The subsequent owner/builder shall provide the County or its the site plan process, the lot or, it shall be designated on the final site plan. All designee x period of ninety (90) days to identify and prequalify for financing an eligible i affordable dwellings designat on the fine[ site plan shall be platted such that the purchaser for the affordable unit. The ninety (90) -day period shall commence upon wri tten responsibility for this proffer ai d sale/ rental of the designated affordable dwelling is notice from the then- current owner/builder $4t the umt(s) will be available for sale. If the consistent with the approved fi 1 site plan Where final design is pursued through County or its designee does not provide a qualified purchaser who executes a contract of the subdivision platting prooms to create separate building lots, the affordable purchase during this ninety (90) -day period, the then - current owner/builder shall have the dwellings shall be designated o the preliminary plat. The responsibility for this right to sell the unit($) without any restriction on sales price or income of the purchaser(s), proffer and the sale/ rental of ar y affordable dwelling shall be clearly designated with provided, however, that any unit(3) sold without such restriction shall nevertheless be the final plat. counted toward thin number of affordable units required to be provided pursuant to this terms 2. When required by paragraph A', the Owner shall designate a minimum of fifteen of this paragraph IC. The requirements of this paragraph I C shall apply only to the first sale percent (15 %) of the aggregate umber of lots or units on that site plan or subdivision of each of the affordable units plat as affordable dwellings. Notwithstanding the foregoing, the Owner may "carry- The Owner reserves the right to meet the for -sale affordable dwelling criteria on the market over" or "bank" credits for alfo -dable dwellings in the event an individual site plan or rate for -sale units by retaining a no interest, junior deed of trust that is acceptable to the subdivision plat designates iffo rdable dwellings that in the aggregate exceed 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 °S gq 2 V03 �'(o EXHIBIT D EXHIBIT D ' granting the waiver would not be detrimental to the public health, safety or welfare, to the D. Graded slopes on lots proposed to a planted with turf grasses (lawns) shall not exceed a orderly development of the Project, and the land adjacent thereto. gradient of three (3) feet of horizor W distance for each one (1) foot of vertical rise or fall f (3:1) Steeper slopes shall be veg ated with low maintenance vegetation as determined J, The owner may request that the Plan be amended at any time. All amendments shall be to be appropriate by the County's r rOgram authority in its approval of an erosion and subject to the review and approval by the County Engineer, sediment control plan for the land isturbing activity. These steeper slopes shall not K. in the event that the County adopts overlot grading regulations after the date ZMA 2092- exceed a gradient of two (2) feet a horizontal distance for each one (1) foot of vertical 004 is approved, any requirenneat of those regulations that is less restrictive than any rise or fall (2:1), unless the County Engineer finds that the grading recommendations for requirement in this proffer shall supersede the contsponding requirement of this proffer, steeper slopes have adequately rill essed the impacts. subject to the approval of the Director of the Department of Community Development. E. Surface drainage from one -half (1 1) acre of land or from three (3) lots or more lots, whichever is greater in area, shall a collected in a storm sewer or directed to a drainage way outside of the lots. F. All drainage from streets shall be o trried across lots in a storm sewer to a point beyond Signature of Owner le-t *?Printed Name of Owner Date the rear of the building situ. J '163 , �Se,(, !-t •� 2 5" G. The Plan shall demonstrate that (i eways to lots will not be steeper than twenty (20) Pri ted N e of Own _21k--02-5- ate percent unless certified by an en ' r that the driveway at the proposed steepness would ature of Owner Me m �4- � &III -,t,, Will be safe and convenient for vehicles (including emergency vehicles) to use the driveway, Date and shall include grading transition at the street that the agent determines will allow Signature of Owner Printed Name of Owner 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, Date or an area proposed for velucle par ing where no garage is proposed, that is not less than Signature of Owner Printed Name of Owner eighteen (18) feet in length that wi be graded no steeper than eight (8) percent. H. The Plan shall demonstrate that an ea at least ton (10) feet in width, or to the lot line if it is less than ton (10) feet, from the portion of the structure facing the street, has grades no steeper than ten (10) percent adj cent 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. 1. Any requirement of this proffer ma e be waived by the County Engineer by submitting a waiver request with the prelims 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 i scale of no smaller than one (1) inch equals six hundred (600) feet; (iii) a eonceptu I plan at a scale no smaller than one (1) inch equals e two hundred (200) feet showing su veyed boundaries of the property-, (iv) topography of the property at five (5) foot interva s for the property being subdivided and on abutting lands to a distance of five hundred 5QQ) feet from the boundary line or a lesser distance determined to be sufficient by the a ent; (v) the locations of streams, stream buffers, steep slopes, floodplains, known wc tlands; 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 t onsider 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 unty 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 C rdinances or otherwise serve the public interest; and nos qD 6 5 l�StoP r / / 1Stance / F E tranc� Si ht D ontana Yar 1Yidth !eve l i i i / 40 0 40 :o 120 SCALE: 1 ,0 1 i i / 1 SIGHT DISTANCE ALONG )4?J SCALE 1"=40' o 1 ELI 11 EXHIBIT D D. For Rent Affordable Dwellings 1. Rental Rates. The initial net re it for each for -rent affordable unit shall not exceed the then - current and applicable ma imum net rent rate approved by the Albemarle County Housing Office. In qact subsequent calendar year, the monthly net rent for each for -rent affordable dwellim g may be increased up to three percent (3 %). For purposes of this proffer stateme at, 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 ragrapb l DI for a period of five (5) years from the date of issuance of a certificate A occupancy for that for -rent affordable dwelling, unless the dwelling is made available for -sale under the terns outlined in paragraph C. 3. Conveyance of Interest All de4ds conveying any interest in the for -rent affordable dwellings during the Affordable Term shall contain language reciting that such dwelling is subject to the terms of this proffer, In addition, all contracts pertaining to a conveyance of any for -rent af ordable dwelling, or any part thereof, during the Affordable Term shall contain i complete and fall disclosure of the restrictions and controls established by this prol fer, At least thirty (30) days prior to the conveyance of any interest in any for -rent a rdable dwelling during the Affordable Term, the then - current owner shall notify he County in writing of the conveyance and provide the name, address, and telephon r number of the potential grantee, and state that the requirements of the proffer have been satisfied. 4. Reporting Rental Rates. Durin 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 County Housing Office a copy of the rental or lease agreement for each such dwelln ig rented that shows the rental rate for such dwelling and the term of the rental or lease agreement. In addition, during the Affordable Term, the then - current owner stall provide to the County, if requested, any reports, copies of rental or lease agreem, -nts, 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 i ledicate twenty (20) feet of public right of way along the edge of the existing Route 20 right i ifway with the first subdivision plat. 3) Secondary Road Interco nections to' Broadus Baptist Church: The Owner shall provide for two (2) interconnections to Broadus Baptist Church (TMP 62 -25C and 25C1). For the first interconnection, the Ownei shall provide Broadus Baptist Church with a thirty (30) foot wide easement that will allow e Church to construct a driveway within this easement. The easement shall start at Me Cascadia property line shared with Broadus Baptist Church and run generally along the con erline of a Class A trail to the intersection of Cascadia Drive and Delphi Lane, as generally 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 eo sement free of charge to the Church. If thc Church 3 60591 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 25C L 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) Cash Fr2ffer for Capital Frolects: 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 High School aS identified in the County School's Capital Improvements Program or funding Capital Improvement 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) Yearn from the date of the issuance of the last residential building perrnit within Cascadia, all unexpended finds shall be applied to fund for any public project or program within Neighborhood 3. 5) Overlot Grading Plan: The Owner shall submit an overlot grading plan meeting the Jb'divi�!i`Oft ire" of thi ecs s tion (hereinafter, the "Plan ") with the application for each of the single family detached and single family attaehtd 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 deterrnes are needed to verify that the Plan satisfies the requirements of this proffer. 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 provide adequate relief from the flooding of dwellings in the event a storm sewer fails. 4 425 - 420 -- 415 -- ^-- -- 400 ------ ---- ---- -� 395 __...� 390 ______ - 0 +00 2 SIGHT DISTANCE RIGH �4 HORIZ. SCALE 1 " =30' VERT SCALE. C =10' _..� ..-.. _ 425 420 _. "�.�....��..�.� - : � �;.:�� " -.�� w: �W✓.: �_ : _.�.� �:��:�:�:� __ -- �- ----�- � _. _ _ __. -- _ -_--- �.. �.�.�.. .__ � - �.��.�: �_.:��"_ "�.:_ ":.:"� � �-- 415 �..a�rawfl� go 0 +50 1 +00 �-�.._ 410 405 400 395 390 1 +50 2 +00 2 +50 3 +00 3 SIGHT DISTANCE )4 HORIZ SCALE I"=30 VERT SCALE. C =10' '\A I• 7 0a ... E 0 L 0 . P,ti T m 8 CQ CM Co -Qcp� c c in V' V' -0 S Lico". 33028 �o T fn 0 A A O o C U U 0 � to m 0 LL) Y v U.] U } m Z 0 CO 0 w Z 65 w 0 O U w tJ—i. INDEX TITLE: SP42 SHEET NO: 45 OF 48 DATE: 04/20/13 0 E-1 � w � Q H D� � Q W � r� ~ t- a' l— LLJ W i DOM. PROJECT NO:12.008 INDEX TITLE: SP42 SHEET NO: 45 OF 48 DATE: 04/20/13 1 CG -6 DETAIL SP4 NOT TO SCALE - - - - - -- -- - -- fE CG -9B LIMITS OF Upstream Apron Width (ft) LIMITS OF C *� ACCESSRIAP ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS PEDESTRIAN ROUTE ■ eG -6 ACCESS "'- 4' -0" WIN. � 4'ROUfti11N 30" & 15" NOTES: E 11 25 y R QF PEDESTRIAN ACCESSAROUTEEflt3 EXTENQHBEYOIND Class Al c31y!i1 I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EXISTING OR PROPOSED VOOT T-OF WAY. 15 9 (j w RI 2' -0„-1 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CURB INCLUDED IN cLi 9 P ENTRANCE GUTTER 4000 PSI IF PRECAST. It a N/A USED BY PEDESTRIANS SECTION F-F WIDTH OF GUTTER 3. COMBINATION CURB Nk GUTTER HAVING A RADIUS Class Al SC TO SWM -1 N/A 41.64 15 OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL 21 Class Al BE PAID FOR AS RADIAL COMBINATION CURB k GUTTER. V 4, FOR USE WITH STABILIZED OPEN-GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER III&I BE CONSTRUCTED PARALLEL V TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. PQ w A S. ALLOWABLE CRITERIA FOR THE USE OF 0° CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAR DESIGN MANUAL. D m p p w w • w ♦ 7" o CD D 1> p p p U-1 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED o PARALLEL 6" 2' -0" SUBBASE COURSES PROVIDED MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER REV.9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION =01. 1 CG -6 DETAIL SP4 NOT TO SCALE - - - - - -- -- - -- %2 WIDTH OF ENTRANCE— 4 0 2' R 2' R 4' 0., VIN EXISTING OR PROPOSED EXPANSION JOINT t* NON- TRAVERSABLE 5' -0' SIDEWALK OR SIDEWALK SPACE o UNPAVED SPACE SL UNPAVED SPACE fE CG -9B LIMITS OF Upstream Apron Width (ft) LIMITS OF C *� ACCESSRIAP ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS PEDESTRIAN ROUTE ■ WIDTH OF ENTRANCE ACCESS "'- 4' -0" WIN. � 4'ROUfti11N 30" & 15" „ ItIn" E %2 WIDTH OF ENTRANCE— 4 0 2' R 2' R 4' 0., VIN EXISTING OR PROPOSED EXPANSION JOINT t* NON- TRAVERSABLE 5' -0' SIDEWALK OR SIDEWALK SPACE o UNPAVED SPACE SL UNPAVED SPACE UNPAVED SPACE fE Discharge (cfs) Apron Length (ft) Upstream Apron Width (ft) Downstream Apron Width (ft) p ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 2' 1> n -.-.I a PEDESTRIAN ACCESS ROUTE DETAIL EXPANSION JOINT � J t� 30" & 15" E E 11 25 y R QF PEDESTRIAN ACCESSAROUTEEflt3 EXTENQHBEYOIND Class Al c31y!i1 36" EXISTING OR PROPOSED VOOT T-OF WAY. 15 9 (j w RI 2' -0„-1 r': CURB INCLUDED IN cLi 9 P ENTRANCE GUTTER Class Al It a UNPAVED SPACE fE Discharge (cfs) Apron Length (ft) Upstream Apron Width (ft) Downstream Apron Width (ft) p ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 30" 1> n -.-.I 18 6„ FLOP( LINE � UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT 30" & 15" • o . o o4 S. o o o . �' o 20 11 25 31 25 Class Al PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 36" • o`io . o 15 9 21 Class Al STR-62 FACILITY THAT CAN BE APPROACHED, ENTERED ANQ 3.10 9 3.75 12.75 Class Al ENTRANCE WIDTH N/A USED BY PEDESTRIANS SECTION F-F WIDTH OF GUTTER EXPANSION JOINT DESIRABLE MINIM lM 16' Class Al SC TO SWM -1 N/A ABSOLUTE MINIMUM 12' IF PEDESTRIAN ACCESS ROUTES % ARE BEING PROVIDED, A MINIMUM 4' TRAVERS LE WIDTH EDGE OF PAVEMENT IS REQUIRED WITH A MAX. 2/ CROSS SLOPE. .- 2'•0 "� HALF PLAN C .p FACE OF CURB NORMAL GUTTER � WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. p• O t 4• O �O.00OiO Q, 0, O SECTION E -E p. I' ° • SY <� • °b a ' ---- -CLASS A3 (H.E.S.) CONC. 15, 0 Via. °.b•4o °o °aa. °a4o4 b•O. b. °. b. G" AGGR. BASE TYPE I SIZE 21B -- •--- -5' -0" ----a. POINT OF GRADE CHANGE FOR CURB AND GUTTER ONLY FOR SIDEWALK, CURB AND GUTTER ST Z" o °• ' o• o T BUILT CONCURRENTLY * * 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS ° • o •oY o. o * * x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION D -D SECTION c -C 8 X MAXIMUM DECREASE fOR SUCCEEDING MINIMUM 10' INTERVALS fouaff " STANDARD ENTRANCE GUTTER 502 FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK VIRGINIA DEPARTMENT OF TRANSPORTATION 203,02 4 CG -9B DETAIL SP4 NOT TO SCALE CG -12 GENERAL NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 7 TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO X THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF t PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MINI 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED ?CENTER TO CENTER ALONG BOTH SIDES OF THFI RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2 ". 12`1 MAX - 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRbSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE ♦ , ,.� L1 jX HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS ,. UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12x1 ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED K." �* AND USED BY PEDESTRIANS. _ S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2 AT X 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT )KiK ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPI)�I�(( CONCRETE SID $DARD LK IS 4° CCKK. HEN THCE jNTRANC RADII CANNOT TYPE C TRAFFIC, REFER ST CG-1R3, COMMERCIAL ENTR/WCE HEAVY TRUCK PARALLEL & PERPENDICULAR 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 16" - 2 4" TRUNCATED DOME C -C Q o v- 6-3 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CIT 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, `V V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0(0 ° a2" �° 000000000000000 N 50Y - 651 OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �---- —� +SET 000000000000000 DO-, 1 VARIABLE RISE DI AMETET ER 4' MINIMUM. - TRUNCATED DOME PAY LIMITS DETAIL DETECTABLE WARNING DETAIL SHEET 1 OF 4 SPECFICATION CG -12 DETECTABLE WARNING SURFACE REV. 7/06 GENERAL NOTES oa 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 2 CG -12 DETAIL SP4. NOT TO SCALE TOP OF WALL SET TOPMOST SIERRASCAPEA FACING UNIT INSIDE FACING BELOW —� rr .H 1 TO FOLLOW GRADE �cc LOCKING TAIL STRUT SIERRASCAPEm'1``''k�y'1t �! FACING UNIT F,; K TENSAR UNIAXIAL STRUCTURAL i GEOGRID i --RETAINED J SOIL-? WALL HEIGHT VARIES VARIES t? REINFORCED i� LIMIT OF REINFORCED FILL (TYP ) T—^ `�7 i , AASllro Mzaa CLASS 3 } EMBEDMENT / "n GEOTEXTILE VARIES FOUNDATION SOIL-' GEOGRID EMBEDMENT LENGTH VARIES BASE WIDTH TYPICAL CROSS - SECTION NOT TO SCALE SIERRASCAPE® RETAING WALL SYSTEMS MKE SS-SF CS -002 (C)DWG THIS DRAWING IS BASED UPON SPECIFIC PROPERTIES OF TENSAR PRODUCTS (GEOGRIDS, DRAINAGE COMPOSITES AND EROSION MEDIA), WHICH ARE PROPRIETARY TO TENSAR CORPORATION 1210 CITIZENS Tensar Te n sa r. Toll Free nieNbi2F51 4 Corporation hon. 770 3M 20 j F 5 770 3th 20i9I wwwl ene. co a om�w 0 PARKWAY MORROW GA 30260 AND ARE PROTECTED TIN ON INTERNATIONAL PATENTS AND LICENSING AGREEMENTS YOUR USE OF THE INFORMATION AND NAYOURACKNOWLEDGMENT OF THE PROPRIETARY NATURE OF THESE DRAWINGS AND THE TECHNOLOGY LOCKING TAIL C350 TURF REINFORCEMENT MAT (TRM) A d 177 0 (PLAN VIEW E L SECTION A -A FILTER CLOTH d50 6 (Med onn Stone Size) "'I—TENSAR BX1120 G OGRID 48" (MIN) TOP AND BOTTOM �\ � REINFORCED I SET VARIES FILL (0-MIN) , , SIERRASCAPEm FACING UNIT 3' (MIN) TOP WRAP OF 0350 TRIM EXTENDING (SEE NOTES 1 AND 2) BE THE SIERRASCAPEP UNIT ABOVE i MAXIMUM LIMIT OF TOPSOIL (SEE NOTE 3) SHALL NOT 6" (MIN) BOTTOM WRAP EXTEND MORE THAN 3" UNDER SUCCESSIVE FACING UNIT OF C350 TRAP /TENSAR UNIAXIAL OR BIAXIAL GEOGRID IN ACCORDANCE WITH ELEVATION VIEW "- -v —SIERRASCAPEV CONNECTION (CONNECT GEOGRID TO FACING UNIT AND PULL SLACK OUT OF CONNECTION) NOTES 1 SEE SIERRASCAPEV FACING UNIT DETAIL FOR FACING MATERIAL AND DIMENSIONS 2 FACING UNITS SHALL BE CONSTRUCTED FROM BLACK STEEL 3 TOPSOIL SHALL BE LOAMY SAND OR FINER GRADATION WITH 10•/. -15% ORGANIC CONTENT OR MATERIAL APPROVED BY A QUALIFIED LANDSCAPE ARCHITECT VEGETATION TYPE SHALL BE SPECIFIED BY A QUALIFIED LANDSCAPE ARCHITECT SIERRASCAPEO FACING DETAIL (PLANTABLE FACE FILL) NOT TO SCALE SIERRASCAPEO RETAING WALL SYSTEMS MKESS PF FD 001 IC) DWG A PIPE OUTLET TO WELL - DEFINED CHANNEL L 'E OUTLET FLAT 'EA WITH I DEFINED ANNEL = 1 ' ( j d = 12" 50 =6'I I L -T 0% KEY IN 6 " -9 "; FILTER CLOTH -- d =12" RECOMMENDED FOR SECTION A -A T ENTIRE PERIMETER KEY IN 6 " -9 "; RECOMMENDED FOR ENTIRE PERIMETER Outlet Structure Diameter Pipe (In) Discharge (cfs) Apron Length (ft) Upstream Apron Width (ft) Downstream Apron Width (ft) Riprap Stone Size SWM -1 30" 9.31 18 7.5 10 Class Al ULVERT /ST -6 30" & 15" 19._56 (Total) 20 11 25 31 25 Class Al STR -1 36" 42.10 15 9 21 Class Al STR-62 15" 3.10 9 3.75 12.75 Class Al SCC -A N/A 4,99 18 7.5 10 Class Al SC TO SWM -1 N/A 41.64 15 9 21 Class Al THIS DRAWING IS BASED UPON SPECIFIC PROPERTIES OF TENSAR PRODUCTS (GEOGIRIDS, DRAINAGE COMPOSITES AND EROSION MEDIA) WHICH METAR T TENSAR COR ►ORATION/ 1 IT AIE ) C E PROP Y O 2 0 CITIZENS Tensar e n sa r0 Toll fml 1I Nii2F512i Photo 77434420lOW F.x 7700 34a120i9 waw nsaca9 com 30000 L PARKWAY ICENSING AGREE ENS YO R USE OF THE NFOTRMATION CONSTITUTES YIOU ACKNOW EDGME14T OF I I I THE PROPRIETARY NATURE OF THESE DRAWINGS AND THE TECHNOLOGY 5 TYPICAL RETAINING WALL DETAILS P43 NOT TO SCALE OUTLET PROTECTION TABLE Not To Scale MESA UNIT HANDRAII FENCE P( TENSAR MESA UNIT HANDRAI FENCE P TENSAR CROSS- SECTION STEP 1 PLACE AND COMPACT FILL TO BOTTOM OF HANDRAIL OR POST STEP 2 PLACE TOP LAYER OF TENSAR STRUCTURAL GEOGRID AND RENI"ING MESA STANDARD UNITS ABOVE IT STEP 3 CUT TENSAR STRUCTURAL GEOGRID AND THEN SET HANDRAIL OR FENCE POST STEP 4 FORM AND POUR CONCRETE INFILL AT TAIL OF MESA STANDARD UNITS HANDRAIL OR FENCE POST ON TOP OF WALL NOT TO SCALE MESA® RETAINING WALL SYSTEMS MKD-ME ST AP 001 DWG PLAN VIEW - COURSE 6 i �L 0 cl' ,— C E C 0 L f' I = ae E 8 n C'j vJ m � 0 E gym. Vm- J � U /y U L JERS�" NHCLic. . 330Ss19NAL . PLAN VIEW - COURSE A HANDRAIL OR FENCE (DESIGNED BY OTHERS) CUT CAP TO FIT POST 6" CONCRETE INFILL (MIN) (DESIGNED BY OTHERS) COURSE I- COURSE B , ( w 20' TENSAR STRUCTURAL GEOGRID MESA STANDARD UNIT 0 TYPICAL CROSS - SECTION / FOR FILL AND DRAINAGE REQUIREMENT / AT BACK OF WALL CROSS- SECTION STEP 1 PLACE AND COMPACT FILL TO BOTTOM OF HANDRAIL OR POST STEP 2 PLACE TOP LAYER OF TENSAR STRUCTURAL GEOGRID AND RENI"ING MESA STANDARD UNITS ABOVE IT STEP 3 CUT TENSAR STRUCTURAL GEOGRID AND THEN SET HANDRAIL OR FENCE POST STEP 4 FORM AND POUR CONCRETE INFILL AT TAIL OF MESA STANDARD UNITS HANDRAIL OR FENCE POST ON TOP OF WALL NOT TO SCALE MESA® RETAINING WALL SYSTEMS MKD-ME ST AP 001 DWG PLAN VIEW - COURSE 6 i �L 0 cl' ,— C E C 0 L f' I = ae E 8 n C'j vJ m � 0 E gym. Vm- J � U /y U L JERS�" NHCLic. . 330Ss19NAL . U-1 Cf) U O Z Cn Lam? U U W A U U U CU Q Z I ILI J .4 C%i C7 Li. O T� a I TE...4 V 1 Z W t—( I- m w 1�1 0 U) DOM. PROJECT NO:12.006 w V CD V PQ w A 0° m w o CD Z U-1 o o U-1 Cf) U O Z Cn Lam? U U W A U U U CU Q Z I ILI J .4 C%i C7 Li. O T� a I TE...4 V 1 Z W INDEX TITLE: SP43 SHEET NO: 46 OF 48 DATE: 04/20/13 t—( I- w 1�1 w U) DOM. PROJECT NO:12.006 INDEX TITLE: SP43 SHEET NO: 46 OF 48 DATE: 04/20/13 FRAME & COVER (SEE FIG. S— I —D,E) SLOPED AREA STREET SURFACE OR NON —PAVED AREA 1' -0" MAX 2' -0" "WEDG —LOK" TYPE RUBBER COATED STEEL ' STEPS OR APPROVED EQUAL CAST IN PLACE 3' -0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12IN 1 „ "0 RING SEALS ° 16 MAX 2 MINIMUM ELEVATION DIFFERENCE ACROSS M.H 5" 4' —O" 5 FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING — SEWER A FILLETED INVERT FOR A SMOOTH ° ° .� 12" FLEXIBLE CONNECTION TRANSITION OF FLOW BETWEEN WITH STAINLESS STEEL INLET 8c OUTLET PIPE SHALL BE BAND PROVIDED. MIN 6" BEDDING NOTE W/ NO. 68 STONE 1 BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2 THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON— EXTENDED BASES. 3 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE $HALL BE AT LEAST 02' HIGHER THAN THE TOP (CROWN ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE ", OR AN APPROVED EQUAL 3 MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) j A 4 ALL SEWER LATERALS SHALL HAVE A MINIMUM __1N 2' MIN DIAMETER OF 4" 5 ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET MAIN LINE /SALT TREATED FINISHED GROUND —/ MARKER R SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE AIR RELEASE VALVE DETAIL P 4 NOT TO SCALE n w _J z I I 1- w 0 If 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 1 -- BRANCH 2" NOTE. ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED MANHOLE WITH BRANCH TIE -IN DETAIL NOT TO SCALE EMB SPRII C NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION — INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER — HAUNCHING — BEDDING 6" max 4" min — FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE '(ALL PIPE) NOTE . 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -WAY SHALL BE BACKFILLED ENTIRELY WITH NO 21A STONE 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE SANITARY SEWER INSTALLATION DETAIL NOT TO SCALE PROPOSED OR EXISTING PIPE OR UTILITY 6" 18' MIN BOTTOM OF SUPPORT TO BE AT OR BELOW INVERT OF LOWER PIPE L L/2 L= D +4' -0" WHERE D = PIPE DIAMETER l PROP " PIER 8' MIN rD, NO PIPE JOINTS ' BETWEEN PIERS SANITARY SEWER OR WATER EQUAL 16" MI CTYP> APPROVED SELECT BACKFILL VDOT NO. 68 PROPOSED OR EXISTING Y2" OF 30 LB. ROOFING FELT PIPE OR UTILITY PLACED UNIFORMLY TO CRADLE THE PIPE AND PROVIDE BOND 2' MIN -" 2' MIN PROP. PIER BREAK. OBTAIN INSPECTOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. • , SANITARY SEWER OR WATER CONCRETE PEIR FOR UTILI NOT TO SCALE CROSSINGS DET Dime (Sel CO CG -6 Curb & Gutter \\-CG-9B Public R/W (Typ.) TYPICAL SINGLE FAMILY LOT LAYOUT 2 LOTS GREATER THAN 60' WIDE SP4 SCALE 1 " =20 East Jordan Iron Works 00104316 C•7 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE 1" F_ [25mm] 2" (51mm) LETTERS (RECESSED FLUSH) PIC CLOSED PI) CHOLES 1 1/2" [38mm] (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA [30mm] [699mm] 26 1/4" DIA 7 — [667mm] �) [178mm] 11/2" 26" DIA 1/4" [660mm] [38mm] (6mm) DIA 31/8" 24" DIA I NEOPRENE GASKET [79mm] [606mm] 28 7/16" DIA �6/m 8" ('^ [722mm] [m ] 23" DIA (23. DI' 36" DIA 25" DIA [914mm] 635mm — ] FRAME SECTION 0 D OF GASKET GROOVE SECTION MANHOLE FRAME AND COVER DETAIL NOT TO SCALE /— MAINTAIN POSITIVE DRAINAGE TRAIL TO BE CLASS A, TYPE I LOW MAINTENANCE PEDESTRIAN PATH IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. rt TRAIL DETAIL (CLASS A. TYPE 91 P4 NOT TO SCALE r GRADE Lot 3' 3' 1 r Typical Building FootprinttA Build To Line Build To Lin Dimension Varies (See Sheet 5A) o Buildin Setback Line I 10 }E�( j unveway 5' Concrete Sidewalk7f7— Planting Strip 6' CG -6 Curb & Gutter CG -9B Public R/W (Tw) TYPICAL SINGLE FAMILY LOT LAYOUT 3 LOTS LESS THAN 60' WIDE X44 SCALE. 1 " =20 _ - -- - -- - -- -- - - - PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS FINISHED GRADE SET DOGHOUSE BASE EXISTING SANITARY AIR RELEASE VALVE C3 LS GATE Z ,/ BRASS OR BRONZE PIPE VALVEE Q DOGHOUSE OPENING SHALL I =1 DRAIN TO GRADE EEI� ti , MIN 12" CLEARANCE IF POSSIBLE III —II, U U BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE '- OUTSIDE DIAMATER e a . BRICK SUPPORTS OR PLUS 6" SOLID CEMENT BLOCKS r� co CRUSHED STONE No 68 STONE BEDDING TYPE "K" SOFT SOLID CONCRETE BLOCKS COPPER CENTER W /RISER DOGHOUSE MAN4t4lE BASE CORPORATION STOP MANHOLE ABOVE BASE SHALL NOTES' BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED /WtTH 3,000 PSI CONCRETE 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 CD ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) N TS FIG W -9 O F+l TD -17 AIR RELEASE VALVE DETAIL P 4 NOT TO SCALE n w _J z I I 1- w 0 If 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 1 -- BRANCH 2" NOTE. ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED MANHOLE WITH BRANCH TIE -IN DETAIL NOT TO SCALE EMB SPRII C NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION — INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER — HAUNCHING — BEDDING 6" max 4" min — FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE '(ALL PIPE) NOTE . 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -WAY SHALL BE BACKFILLED ENTIRELY WITH NO 21A STONE 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE SANITARY SEWER INSTALLATION DETAIL NOT TO SCALE PROPOSED OR EXISTING PIPE OR UTILITY 6" 18' MIN BOTTOM OF SUPPORT TO BE AT OR BELOW INVERT OF LOWER PIPE L L/2 L= D +4' -0" WHERE D = PIPE DIAMETER l PROP " PIER 8' MIN rD, NO PIPE JOINTS ' BETWEEN PIERS SANITARY SEWER OR WATER EQUAL 16" MI CTYP> APPROVED SELECT BACKFILL VDOT NO. 68 PROPOSED OR EXISTING Y2" OF 30 LB. ROOFING FELT PIPE OR UTILITY PLACED UNIFORMLY TO CRADLE THE PIPE AND PROVIDE BOND 2' MIN -" 2' MIN PROP. PIER BREAK. OBTAIN INSPECTOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. • , SANITARY SEWER OR WATER CONCRETE PEIR FOR UTILI NOT TO SCALE CROSSINGS DET Dime (Sel CO CG -6 Curb & Gutter \\-CG-9B Public R/W (Typ.) TYPICAL SINGLE FAMILY LOT LAYOUT 2 LOTS GREATER THAN 60' WIDE SP4 SCALE 1 " =20 East Jordan Iron Works 00104316 C•7 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE 1" F_ [25mm] 2" (51mm) LETTERS (RECESSED FLUSH) PIC CLOSED PI) CHOLES 1 1/2" [38mm] (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA [30mm] [699mm] 26 1/4" DIA 7 — [667mm] �) [178mm] 11/2" 26" DIA 1/4" [660mm] [38mm] (6mm) DIA 31/8" 24" DIA I NEOPRENE GASKET [79mm] [606mm] 28 7/16" DIA �6/m 8" ('^ [722mm] [m ] 23" DIA (23. DI' 36" DIA 25" DIA [914mm] 635mm — ] FRAME SECTION 0 D OF GASKET GROOVE SECTION MANHOLE FRAME AND COVER DETAIL NOT TO SCALE /— MAINTAIN POSITIVE DRAINAGE TRAIL TO BE CLASS A, TYPE I LOW MAINTENANCE PEDESTRIAN PATH IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. rt TRAIL DETAIL (CLASS A. TYPE 91 P4 NOT TO SCALE r GRADE Lot 3' 3' 1 r Typical Building FootprinttA Build To Line Build To Lin Dimension Varies (See Sheet 5A) o Buildin Setback Line I 10 }E�( j unveway 5' Concrete Sidewalk7f7— Planting Strip 6' CG -6 Curb & Gutter CG -9B Public R/W (Tw) TYPICAL SINGLE FAMILY LOT LAYOUT 3 LOTS LESS THAN 60' WIDE X44 SCALE. 1 " =20 _ - -- - -- - -- -- - - - PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS C3 LS SEWER PIPE Z ,/ s Q DOGHOUSE OPENING SHALL ', . ti , MIN 12" CLEARANCE BE PREFORMED BY U U BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER e a . U_ PLUS 6" r� co 12" THICK VDOT No 68 STONE BEDDING 8 "x8 "x16" AND 4' x16' SOLID CONCRETE BLOCKS CENTER W /RISER DOGHOUSE MAN4t4lE BASE (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S -1 -A /WtTH 3,000 PSI CONCRETE OR NON - SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH 1' FLOW A MIN NEOPRENE GASKET MATERIAL 1' -0' BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES• 1 CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 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" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS 7 "DOGHOUSE" MANHOLE DETAIL P44/ NOT TO SCALE MAINTAIN POSITIVE DRAINAGE 3" MULCH TRAIL TO BE CLASS B, TYPE 1 PRIMITIVE 'FRAIL IN ACCORDANCE WITH ALBEAfARLE COUNTY DESIGN STANDARDS MANUAL. NATURE TRAIL DETAIL (CLASS B. TYPE 1 P44/ NOT TO SCALE L C Q 0 a Eu 0 I� 1�L _ �>v E e �r v U e I � L O MIC MYERS Li o. 33028 �o 7 7xq -(� �lcw �ssl 1 n>`r � T E.� o r� C-) V 1 Q � � EE Q GRADE Z r� F- H w W 2 07 DOM. PROJECT NO:I2,0065 INDEX TITLE: SP44 ` SHEET NO: 47 OF 48 ui C3 LS Z Q ° U U i5• n,• WW v} w A J C13 U_ r� co 00 q w 9 6j W r CD Qi J O F+l ° pp U N w A V V U o r� C-) V 1 Q � � EE Q GRADE Z r� F- H w W 2 07 DOM. PROJECT NO:I2,0065 INDEX TITLE: SP44 ` SHEET NO: 47 OF 48 ui Z w J C13 U_ o r� C-) V 1 Q � � EE Q GRADE Z r� F- H w W 2 07 DOM. PROJECT NO:I2,0065 INDEX TITLE: SP44 ` SHEET NO: 47 OF 48 X Kl TYPICAL DROP MANHOLE DETAIL SP4 NOT TO SCALE ----- - - - - -_ _ - -- ------------------- - - - - -- FOR ALL BENDS SECTION 1 -1 o p 45' max PLUG , J 2 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED MI NG AS 11RED SECTION 2 -2 PIPE DEGREE FRAME & COVER VOL TEE AND PLUGS SEE FIG S -I -D, E SIZE OF STREET SURFACE OR CU YD. (FEET) NON - PAVED AREA NO L02 -66 (11/2") BEND SLOPED AREA NO. L02 -77 (2 ") L 2'- 0" � RUBBER COATED STEEL STEPS T L 1' - 0" MAX CAST IN PLACE T PRECAST REINFORCED CONCRETE 2.50 2.50 �--- L6 SECTIONS WITH "0" RING SEALS 0.24 VALVE BOX OR APPROVED EQUAL r 3'- 0" MIN 45 200 THE DROP CONNECTION SHALL BE 2.60 0.15 b DUCTILE IRON PIPE (CLASS 50) 2.25 2 50 BACKFILLED IN 6" LAYERS AND _a COMPACTED BY HAND TAMPERS OR 22 1/2 12" MINA` BACKFILLED WITH SELF-COMPACTING 2.00 2.52 16" MAX STONE GRADE ALLOWS A, MINIMUM ELEVATION DIFFERENCE 1.50 2.00 12 "MIN 12 "MIN ACROSS M H FROM INLET TO 0.10 PIPE VARIE -- OUTLET SHALL BE 0.20 FEET 2" THREADED �' » 90 3.66 1 A FILLETED INVERT FOR A SMOOTH 3.21 0.48 TRANSITION OF FLOW BETWEEN DEAD END INLET & OULET PIPE SHALL BE 8" 45 a PROVIDED. 266 277 n 12' 3/4 DIA OF LARGEST NOT TO SCALE PIPE IN MANHOLE 1.66 2.16 - MIN 6" BEDDING WITH NO. 68 STONE 0.13 3.16 NOTES 2.66 0.32 1 BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 11 1/4 1 66 SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 267 013 2 THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE �z EXTENDED OR NON-EXTENDED BASES. 90 3 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 383 342 INSIDE AND OUT 4 SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 10" & 12" DESIGN ON SEWERS WITH STEEP SLOPES 333 3.58 TYPICAL MANHOLE WITH DROP CONNECTION 043 383 NTS 2.83 0.52 FIG S -I -C 22 1/2 TD-24 X Kl TYPICAL DROP MANHOLE DETAIL SP4 NOT TO SCALE ----- - - - - -_ _ - -- ------------------- - - - - -- FOR ALL BENDS SECTION 1 -1 o p 45' max PLUG , J 2 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED MI NG AS 11RED SECTION 2 -2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CU YD. (FEET) CU.YD NO L02 -66 (11/2") BEND OUTLET, , NO. L02 -77 (2 ") L H T L H T 90 2.50 2.50 3.01 0.24 VALVE BOX r 4" & 6" 45 200 225 2.60 0.15 2.00 2.25 2 50 0.15 22 1/2 1.50 2.00 2.52 0.10 GRADE ALLOWS 11 1/4 1.50 2.00 1 2.50 0.10 PIPE �i 2" THREADED TAP 90 3.66 3.16 3.21 0.48 DEAD END 8" 45 2.66 266 277 026 SP4 NOT TO SCALE 22 1/2 1.66 2.16 2.69 0.13 3.16 2 91 2.66 0.32 11 1/4 1 66 216 267 013 �z 90 4.83 383 342 083 10" & 12" 45 333 3.58 2.95 043 383 4.00 2.83 0.52 22 1/2 2.33 2.58 286 0.24 w w 11 1/4 183 233 2.84 018 1 THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES 2. USE 2500 P.S.I CONCRETE 3 NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4 THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. 5, CONCRETE THRUST BLOCK DETAIL SP4 NOT TO SCALE----------------------- - - -_ -- KENNEDY GUARDIAN (K -81 A) MUELLER CENTURION (A -423) OR APPROVED EQUAL 6' MIN (270') 7 CU FT #68 STONE--\ N V' NOTE- HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD LENGTH OF BRANCH VARIES 2' TO 10' ALVE BO 6" GATE VALVE 8" X 6" TEE 2500 P.S I. CONCRET BASE AND THRUST i• • 1i °;'�o BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE -- 3 I WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS MAIN IN ALL INSTALLATIONS A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE, IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3' MIN COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX 4 THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH IT IS NOT ALLOWED IN THE DITCH 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY 2 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL SP4 NOT TO SCALE --------------------- _-- _---------- - - - - -- NOT NO COMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL SINGLE SERVICE - NOTE 1) SADDLES SHALL BE USED ON PVC PIPE 1/4 BEND COUPLING (IF REQUIRED) cc c U MUELLER NO H -15069 (1 ") LOCKWING NO H -15068 (1 1/2 ". ") 2 ") BALL VA LVE FORD NO L02 -44 (1 - (INLET & NO L02 -66 (11/2") U OUTLET, , NO. L02 -77 (2 ") 36" MIN OR APPROVED EQUAL i CORPORATION STOP (1 ", 1 1/2 ", 2 ") MUELLER NO B -25000 FORD NO F13-600, OR APPROVED EQUAL R FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES )MPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL ?OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIIGATION METER IS NOT PROVIDED CAST IRON LID _ F 1 I I: 10 " HED GRADE BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS - COPPERSETTER McDONALD 20 -209 WWDD 33 OR APPROVED EQUAL - METER BRICK AS 6 TY_PICA_L SERVICE LATERAL INSTALLATION SP4 NOT TO SCALE ------------- ____---------------- - - - - -- - - - -- - COVER LIFT NOTCH 12 3/8" PIPE SLOT BROOKS (2 PLACES) 2200 SERIES (5/8 )) -1 2) METERS) NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION). CAST IRON BINGHAM and TAYLOR No. 6015 -B OR APPROVED EQUAL. USE 6" OF BRICK and /or BLOCK TO INCREASE DEPTH TO 24 ". (3) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 3 TYPICAL METER_ BOX SP4 NOT TO SCALE PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ¢ TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 z (SCREW TYPE) OR APPROVED EQUAL �r z N C e M.J. GATE VALVE WATER and H h LINE 2500 P S.I. CONCRETE THRUST BLOCK IQ � 4' 4 a 4 4 2'x 2' BEARING AREA, a L NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE r7 TYPICAL GATE VALVE SP4 NOT TO SCALE SIZE BRANCH ^"'� VALVE THE WATER MAIN WATER M J PLUG 1 \VV Vni- VL TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON -LINE (TYPE "B ") GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE' SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4')MI INITIAL BACKFILL UNSTABLE 8" 8„ SOIL MIN O MIN wig _GRANULAR FILL AS APPROVED BY ACSA STABLE SOIL OR ROCK-- 8» 8„ MIN O MIN. #68 STONE /tea � i STABLE SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3 THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE r8_" INSTALLATION & BEDDING SP4 NOT TO SCALE 0 a c E t 0 �I z O �.• P+ti F = a. G� E co B R v V4 444,H i es NIlC foi 3' RS Li 02 8 7" (y sslnATAT co co cc c U THREADED COUPLING A PVC NIPPLE AND CAP PVC SLEEVE - or U U 0 BRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W -7) VALVE BOX r NO 57 STONE M J. FITTING .T , - 2" PIPE SLOPED O TO DRAIN IF GRADE ALLOWS •' ` VARIES VARIES 2 GALV. OR BRASS PIPE �i 2" THREADED TAP PLUG DEAD END (TYPE "A ") Q 4 TYPICAL BLOW -OFF ASSEMBLY SP4 NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE' SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4')MI INITIAL BACKFILL UNSTABLE 8" 8„ SOIL MIN O MIN wig _GRANULAR FILL AS APPROVED BY ACSA STABLE SOIL OR ROCK-- 8» 8„ MIN O MIN. #68 STONE /tea � i STABLE SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3 THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE r8_" INSTALLATION & BEDDING SP4 NOT TO SCALE 0 a c E t 0 �I z O �.• P+ti F = a. G� E co B R v V4 444,H i es NIlC foi 3' RS Li 02 8 7" (y sslnATAT co co cc c U U o A z U U U CD 0 ui U w z v m z 0 m w z CD cpj w 0 LU Q U cn z W J -4 C-i ch u INDEX TITLE: SHEET NO: 4$ OF 48 �� DATE: 04 f 20/13 z a O �i Q H �U) Q � �z J rte? ~ w w w DOM. PROJECT NO:12.008 INDEX TITLE: SHEET NO: 4$ OF 48 �� DATE: 04 f 20/13