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HomeMy WebLinkAboutSDP200400042 Plan - VSMP Drainage or Detention Plan and Comps. 2006-06-14M 3 V) U I U I U d- 0 C0 LO a� rn v C L 0 d a v 0 w 0 c0 L0 0 N / rn 3 v w Q 2 CL d - c0 0 N i M It c0 L0 0 N / 0 1C�1�:1 A -US D -I IF A V1fT..LC)PM -I IF A N p F _[UNE 14 2006 .0, ROAD & STORM DRAIN IMPROVEMENTS SITE DATA Carrsbrook DRAWING NO. SHEET NO. TITLE `N' DEVELOPER/APPLICANT: STONEHAUS DEVELOPMENT 1412 SACHEM PLACE, SUITE 301 CHARLOTTESVILLE, VA 22901 CS -1 1 COVER SHEET °� (434)974-7588 CS -2 2 GENERAL NOTES & DETAILS�6� ATTN: CHRIS SCHOOLEY, CLA C-1 3 FUTURE BELVEDERE BLVD REALIGNMENT & EXTENSION Westmoreland ° °� ENGINEER: WW ASSOCIATES, INC C-2 4 EXISTING CONDITIONS ,' 1402 GREENBRIER PLACE C-3 5 OVERALL PLAN CHARLOTTESVILLE, VA 22901 C-4 6 TYPICAL ROAD SECTIONS N o rt h f i e d s a t (434) 984-2700 Q o ATTN: DAVID M. JENSEN, P.E. C-5 7 RIO ROAD IMPROVEMENTS C-6 8 BELVEDERE BLVD PLAN & PROFILE SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES INC. Rivanna C-7 9 BELVEDERE BLVD PLAN & PROFILE 0�` River C-8 10 BELVEDERE BLVD PLAN & PROFILE �'` South SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC. C-9 11 BELVEDERE BLVD PLAN &PROFILE M a I I ° t� 4 ti; s Fork COUNTY, STATE: ALBEMARLE, VA ``� C-10 12 BELVEDERE BLVD PLAN & PROFILE MAGISTERIAL DISTRICT: RIO C-11 13 TYPICAL ROAD SECTIONS C-12 14 ROUNDABOUT PLAN & PROFILE = nx. TAX MAP PARCEL(S): SEE SHEET 4 c OC Y� 1� C-13 15 VILLAGE GREEN PLAN & PROFILE ���� N���sda�e RIO �� ZONING: NMD �� C-14 16 FREE STATE ROAD IMPROVEMENTSWakefield x �v ��� EXISTING USE: VACANT Free State Rd Wa kef i e I d 'r': r C�15 7 STORM DRAIN PLANPROPOSED USE: ROAD IMPROVEMENTS &PROFILE i�� �7 C-16 8 STORM DRAIN PROFILES �- }< COMP. PLAN LAND USE DESIGNATION: DEVELOPMENT AREA C-17 19 STORM DRAIN PROFILES Belvedere Blvd rr ✓y .� C-18 20 STORM DRAIN PROFILES Q<;�� �fy >� ` WATER RESOURCE AREA: DEVELOPMENT AREA — NEIGHBORHOOD Dunlora C-19 21 STORM DRAINAGE COMPUTATIONS �< ��:��,�� WATER SUPPLY PROSECTION AREA: N/A C-20 22 POST DEVELOPMENT DRAINAGE AREAS C-21 23 POST DEVELOPMENT DRAINAGE AREAS Dunlora �L T,/ Drive River a �f NOTES: l Run 1. BELVEDERE PHASE 1 PLANS ENTITLED "ROUGH GRADING PLAN, EROSION & SEDIMENT CONTROL PLAN, AND STORMWATER MANAGEMENT" (DATED JUNE 22, 2006 / WPO a 1_` �j 2005-00007), AND "WATER MAIN & SANITARY SEWER IMPROVEMENTS" (DATED SEPTEMBER 1, 2006) HAVE BEEN SUBMITTED. THE IMPROVEMENTS AND GRADING ASSOCIATED WITH THE a ' . AFOREMENTIONED PLANS HAVE BEEN SHOWN AS EXISTING WITH THIS PLAN FOR COORDINATION R Pen PURPOSES AS WELL AS REPRESENTING THE CONDITIONS AT THE TIME CONSTRUCTION FOR a THIS PLAN COMMENCES. CONSTRUCTION OF ROAD AND STORM DRAIN IMPROVEMENTS WILL Pa r k TAKE PLACE CONCURRENTLY WITH AFOREMENTIONED PLANS. VICINITY MAP 2. INGRESS/EGRESS TO THE BROWN, WELLS, FAIRVIEW SWIM CLUB, LOHR AND LEVENSON PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. SCALE: 1 "=2000' 3. TEMPORARY CONSTRUCTION AND/OR TEMPORARY CONSTRUCTION AND GRADING EASEMENT ASSOCIATED WITH BELVEDERE BOULEVARD TO BE NULL AND VOID AT SUCH TIME THAT BELVEDERE BOULEVARD PHASE I IS INCORPORATED INTO THE STATE SYSTEM. 4. REMOVE EXISTING PAVEMENT AND STONE BASE ON THAT PORTION OF EXISTING FREESTATE ROAD THAT IS TO BE ABANDONED AND REPLACE WITH BACKFILL, TOP SOIL AND SEED ONCE BELVEDERE BOULEVARD IS PLACED INTO SERVICE. 1 ADDRESSED COUNTY COMMENTS CR 9/1/06 of = oES;GNEDMJBY: PROJECT: BELVEDERE BLVD—PHASE REVISION NUMBER: 2 ADDRESSED COUNTY 1 VDOT COMMENTS CR 10 26 06 -_ - - Dr ENGINEERS ROAD & DRAINAGE IMPROVEMENTS 5 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 �, DRAWN BY: SURVEYORS Dse A STONEHAUS DEVELOPMENT DRAWING NUMBER: 4 ADDRESSED COE COMMENTS JJK V2 07 z., y , TIT/ E: _ -- D .JENSEN PLANNERS 5 ADDRESSED VDOT COMMENTS JJK 3114 07 REVIEWED BY: COVER SHEET CS- -- - � N°� "�4 � SSOCIATES HFW --------- �O� �� I /� C9 / 1w� PO Box 4119 1402 Greenbrier PlaceSHEET NUMBER: - T Lynchburg, VA 24502 Charlotwsville, VA 22901 W WA NUMBER: E1 L E NAME: SCALE:DATE: �ssj�NAL �'� Phone: 434.316.6080 Phone: 434.984.2700 205164.04 516404C—CSI—CS.dwg V: N%A 6-14-06 1 of 23 -- - NO. REVISION BY DATE NO. REVISION BY DATE www.wwassociates.ne[ T v a� 0 V) Q) 0 z N I V) U rn 3 0 z 1 N 0 U I U 0 cfl L0 a� rn 0 C 'v L 0 a�3 70 0 0 cif0 L0 0 N rn 11-1 3 w In Q a L0 0 N / L m �r LO 0 N 1-1 MISCELLANEOUS NOTES BACK OF CURB 1. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "C" NEW ON FEMA FIRM MAP 510006 0125B, DATED 12/16/80. BLOW OFF VALVE 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH CURB & GUTTER ALBEMARLE COUNTY SERVICE AUTHORITY. CAST IRON PIPE 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO INDICTED ON SITE PLAN) CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO WATER METER HIS OWN SATISFACTION. CONIC 4. THIS PLAN ENCOPASSES THE FOLLOWING PROPERTIES TMP 61-154, 157, FH 158, PORTION OF 160, 161, PORTIONS OF TMP 62-2A & 2B, TMP DIAMETER 62-2C, 3, 5. & 6A AND C PORTION OF TMP 62A3-1. ALL PARCELS HEDGEROW ARE ZONED NMD. y 5. HORIZONTAL DATUM: VA STATE GRID NORTH -SOUTH ZONE EOP EDGE OF PAVEMENT VERTICAL DATUM: NAVD 88 IF°V GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILLITY" (1-800-552-7001). 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVERMEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATEDOUTSIDE OF ROADSIDE DITCHES. 7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINTFOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 8. BACKFLOW PREVENTION REQUIRED. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANYGRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 400 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN 4.0' OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM CURVE OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT STANDARDS. GENERAL NOTES 1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, ALL KNOWN GRAVE SITES ON THE SUBJECT PROPERTY HAVE BEEN LOCATED AND NO WORK ASSOCIATED WITH THIS PLAN WILL IMPACT THESE GRAVE SITES. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERA WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 15. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. ALBEMARLE COUNTY ENGINEERING -GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE 'VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES". 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROADWAY CONSTRUCT NOTES (PUBLIC ROAD) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT- OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF THE FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL/VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF THE GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL", THE "VIRGINIA WORK AREA PROTECTION MANUAL", AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED LIMIT. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A V -DOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. LEGEND EXISTING BACK OF CURB NEW DESCRIPTION EXISTING NEW DESCRIPTION BLOW OFF VALVE C/C CENTER TO CENTER CONTOUR (INTERVAL AS CURB & GUTTER CIP CAST IRON PIPE 500 CENTER LINE 500 INDICTED ON SITE PLAN) ATE ,n� R WATER METER 49950 CONIC + 499.50 SPOT ELEVATION FH FH FIRE HYDRANT DIA DIAMETER DIP HEDGEROW EL y FIRE DEPARTMENT ELECTRIC EOP EDGE OF PAVEMENT EQPT IF°V HDC CONNECTION STL STEEL JB WOODS LINE �IV �wv WATER VALVE - - - TBA TO BE ABANDONED CENTER/EDGE OF STREAM SGV �Gv GAS VALVE MH MANHOLE TC EDGE OF PAVEMENT snN SX • SAN. SEWER MANHOLE TYPICAL NTS P, PROPERTY LINE sT DX • STORM SEWER MANHOLE R/W UNLESS OTHERWISE NOTED R/W POLYETHYLENE W WATER LINE RIGHT-OF-WAY �B � CURB DROP INLET - - TAX MAP LINE PROP PROPOSED DROP INLET SAN SAN SANITARY SEWER WATERTIGHT PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC PVC POLYVINYL CHLORIDE Ora �0 SANITARY CLEAN OUT SS -� SS -� STORM SEWER PO Box 4119 14WCne�enbnerPlace Ph'o°�a x316.60 o 994.1 �' w�✓A NUMB R: FILE NAME: SCALE: �L <1TE: NO. REVISION By` 4 N0. LIGHT POLE W DATE W WATER LINE Phone: 43 www.wwassociates.net TELEPHONE POLE WITH TOB TOP OF BANK GUY WIRE & ANCHOR O POWER POLE TOS TOE OF SLOPE TW TW TRAFFIC WIRE TREE OHE OHE OVERHEAD ELECTRIC LINE SHRUB OHT OHT OVERHEAD TELEPHONE LINE @IPF IRON PIN FOUND UGF UGE UNDERGROUND ELECTRICAL LINE IPS IRON PIN SET UGT- -UGT- UNDERGROUND TELEPHONE LINE GAS GAS GAS LINE BORING TEST HOLE FM FM SANITARY FORCE MAIN ABANDONED OR DEMOLISH UTILITY BENCHMARK 6M BM 0 0 0 o FENCE Q NORMAL WATER LEVEL 0 0�0 0 0�0�0 FENCE WITH GATE _ RIP -RAP NEW DRAINAGE STRUCTURE STRUCTURE D8 STRUCTURE NUMBER - - r - - - - � FUTURE STRUCTURE NEW SANITARY L - - _ J STRUCTURE - DEMOLISH OR ABANDON STRUCTURE S4 - STRUCTURE NUMBER W W W `L � WETLANDS NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN, 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. AFF ABOVE FINISHED FLOOR AHD AHEAD ARV AIR RELEASE VALVE BC BACK OF CURB BF BLIND FLANGE BM BENCH MARK BOV BLOW OFF VALVE C/C CENTER TO CENTER C&G CURB & GUTTER CIP CAST IRON PIPE R/W CENTER LINE C.L. CHAIN LINK CMP CORRUGATED METAL PIPE CO CLEAN OUT CONIC CONCRETE CP CONTROL POINT CY CUBIC YARDS DIA DIAMETER DIP DUCTILE IRON PIPE EL ELEVATION ELEC ELECTRIC EOP EDGE OF PAVEMENT EQPT EQUIPMENT ABBREVIATIONS EX OR EXIST EXISTING RCP REINFORCED CONCRETE PIPE FF FINISHED FLOOR REQ'D REQUIRED FL FLUORIDE RT RIGHT FOC FACE OF CURB R/W RIGHT OF WAY GALV GALVANIZED SAN SANITARY SEWER HC HANDICAP SD STORM DRAIN HDPE HIGH DENSITY POLYETHELENE SQ SQUARE HK HOOK S.S. STAINLESS STEEL INV INVERT STA STATION IPS IRON PIN SET STD STANDARD IPF IRON PIN FOUND STL STEEL JB JUNCTION BOX SW SIDEWALK LF LINEAR FEET TBA TO BE ABANDONED LT LEFT TBR TO BE REMOVED MH MANHOLE TC TOP OF CURB NIC NOT IN CONTRACT TYP TYPICAL NTS NOT TO SCALE UG UNDERGROUND O.C. ON CENTER UON UNLESS OTHERWISE NOTED PE POLYETHYLENE W WATER LINE PGL PROFILE GRADE LINE BY: GENERAL NOTES AND DETAILS CS -2 WM WATER METER PROP PROPOSED ;�o� ,�lo? WT WATERTIGHT PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC PVC POLYVINYL CHLORIDE YDS YARDS NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 1 ADDRESSED COUNTY COMMENTS CR 9 1 06_ DESIGNED BY: PROJECT: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 �4y`Z'x of Uj �`` w DMJ BELVEDERE BLVD -PHASE REVIS/0N NUMBER: 3 ADDRESSED COUNTY / VDOT COMMENTS CR 2/9 07k ENGINEERS ROAD & DRAINAGE IMPROVEMENTS 3 SURVEYORS DRAWN BY: DSB A STONEHAUS DEVELOPMENT____ DRAWING NUMBER:i U DAVID M. JENSEN PLANNERS TITLE: 4$1REVIEWED No. 11484 ASSOCIATES BY: GENERAL NOTES AND DETAILS CS -2 ;�o� ,�lo? HFw SHL ET NUMBER: �1 SS �� ti4 PO Box 4119 14WCne�enbnerPlace Ph'o°�a x316.60 o 994.1 �' w�✓A NUMB R: FILE NAME: SCALE: �L <1TE: NO. REVISION By` DATE N0. REVISION BY DATE joxni. E Phone: 43 www.wwassociates.net 205164.04 516404C CS2-ND.dwg H: AS SHOWN 6-14-06 V: N/A 2 of 23 c 0 v x w a� a� -v Q) (1) m I U O~ 3 a U I U O (D L / a c 'v a 0 tr 0 0 N 3 w V) Q O_ c� 0 N a� m �r 0 N / O r Bike Lane BEGIN BELVEDERE BLVD REALIGNMENT & EXTENSION STA: 41 +66.67 HATCHED ROADWAY TO BE REMOVED AND REPLACED WITH REALIGNED AND EXTENDED BELVEDERE BLVD -; �:`- 4 3 + 0 0 -- ! Bike 41 X00 4+/0 \ 45+00 - _ 300R _ \/ 1'0 0 `1 Bike La --1 -_ -� — — - °--"--— - - ---- B 0 46+00 l S B OC 2 IF THIS DRAWING IS A REDUCTION 1 GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' ti 30' 0 30' 7 ADDRESSED COUNTY COMMENTS CR 911106 2 ADDRESSED COUNTY / VDOT COMMENTS CR 10 26 06 _ 3 ADDRESSED COUNTY / VDOT COMMENTS CR 2/9/07 NO. �_ REVISION BY I DATE 1 N0. REVISION - I BY I DATE DESIGNED BY: PROJECT: REVISION NUMBER: A-5°�Nt = DMS BELVEDERE BLVD—PHASE 1 R j /� /� � ENGINEERS DRAWN BY: ROAD & DRAINAGE IMPROVEMENTS 3 A4 J , SURVEYORS A STONEHAUS DEVELOPMENT DRAWING NUMBER: U DAVID M. JENSEN PLANNERS DSB TITLE: No, 11484 'Q: REVIEWED 8Y: FUTURE BELVEDERE BLVD C— 1 ZI I ZC p7 awl AsSOCIATES HFlvoREALIGNMENT & EXTENSION � �$ PO Box 4119 1402GmaabaieaPl= SHEET NUMBER: 1p Lywlbug,VA24502 Chr1a18wA*VA22901 WWA NUMBER: FILE NAME: SCALE: DATE: slox�,L E� Ph�:434316.6080 Phone- 434.984 205164.0 H: 1"=30' 6-74-06 3 Of 23 www.wwa&qmiates.net V: 4 516404C—C1.dwg N/A rn v x w 1 N U I U d - O cfl a� rn v c L a�3 v v 0 th ,I- O dt Q0 Z 0 N 3 v w In Q v7 O N / (D a� m c0 LO 0 N 054 1 ADDRESSED COUNTY COMMENTS CR 911106 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 3 ADDRESSED COUNTY VDOT COMMENTS CR 2/9/07 NO. N BY DATE NO. REVISION BY I DATE ,:; 2ITH OP �tl' ,rl U DAVID M. JENSEN No. 11484 cv 0 z��z�aA, SjONAL L35 N33'55'401,W 517.05 L36 N58'35'11 "E 288.54 L37 N58'1 5'08"E 346.11 L38 N51'34'29"E 221.01 L39 N46'23'06"E 204.52 L40 N44'12'29"E 204.39 L41 N43'23'44"E 297.49 L42 N45'32'00"E 62.83 DESIGNED BY: DMJ ENGINEERS DRAWN BY: SURVEYORS DSB PLANNERS ASSOCIATES REVlEWEHFWY: PO Box 4119 1402 Gmcnbaer Placa Lynchburg VA 24502 cn®aaresylUe, VA 22901 W WA NUMBER: MBER: Phone: 434.316.6080 Phone: 4349942700 wwwwwassociatm.net 205164.04 L77 IVLV T/ JJ L N27'1 8'14"E VJ.Jv 155.28 L78 S40'47'27"E 150.21 L79 S31'43'51 "E 231.97 L80 S28'02'31 "E 65.10 L81 S01'12'25"E 127.06 L82 S13'15'56"E 106.11 L83 S00'38'58"E 92.93 L84 S24'00'06"W 69.61 Ll 10 N5/ U�l 44 W 4b5.5/ L119 S31'57'05"W 293.53 L120 S31'49'16"W 470.85 L121 S49'57'20"W 497.27 L122 S15'33'50"E 314.97 L123 N89'33'34"W 351.84 L124 1 S00'12'38"E 186.19 L125 S85"53'56"W 1 55.95 L126 S86'01'33"W 93.09 BEARING 11 1'22'28"E 112'44'1 1 "E 148' 19'25"E 48'34'42"W 48°34'42"W 48' 19'25"E 75'05'1 3-W LINE BEARING DISTANCE L127 S86'01'33"W 43.03 L128 S86'01'33"W 275.00 L129 S88'41'37"W 192.22 L130 N83'04'31 "W 205.12 L131 S28'35'07"E 476.37 L132 S81'26'50"W 398.82 L133 N05'28'16"W 218.26 L134 N09'18'08"W 214.50 L135 N77'27'49"W 301.24 L136 N78'53'21 "W 197.75 L137 N79'05'24"W 49.68 L138 N78'06'43"W 48.68 L139 N56'04'38"E 952.07 L140 N40'34'12"E 755.03 L141 N40'34'12"E 389.58 L142 N56'35'13"E 38.97 L143 S49'24'47"E 36.40 L144 S49'24'47"E 36.42 L145 N56'35' 1 YE 59.04 L146 N40'34'12"E 415.97 L147 N40'34'12"E 728.63 L148 N56'04'38"E 952.03 L149 S56'01'02"W 567.98 L150 N49'24'47"W 335.45 L151 N40'35'13"E 644.41 L152 S7935'22"E 121.60 L153 S22'1 2'08"E 557.73 L154 S40'35'1 3"W 499.88 L155 N49'26'02"W 317.78 L156 S40'32'42"W 50.00 L157 N88'33'36"W 309.66 L158 538'22'02"W 244.36 1159 N85'03'55"W 179.31 L160 N 19'00'44"W 189.14 L161 N67'52'47"E 661.43 1162 S18'5)'97"E 274.26 L163 S49'27'38"E 342.52 L164 I S05'15'46"W 250.63 L165 S20'12'53"W 250.54 NOTE: CALLS !N (PARENTHESES) ON INTERIOR LINES ARE TAKEN FROM RECORD DOCUMENTS PROJECT: BELVEDERE BLVD -PHASE I ROAD & DRAINAGE IMPROVEMENTS TITLE: A STONEHAUS DEVELOPMENT EXISTING CONDITIONS FILL NAME: SCALE: DATE: 516404C-C2-EX.dwg H: 1"--300' 6-14-06 V: N/A REVISION NUMBER: 3 DRAWING NUMBER: C-2 SHEET NUMBER. 4 of 23 c d v L 1 0 U 0 U I U d' c0 L0 / N Q v 0 Iir O I- O N / rn v / w Ln Q c0 0 N / W a1 a� ca 0 N 11.1 - _ ----------- NO --- / ATO IZEZONE FUTURE DEVELOPMENT G � , : o - _- ,;' � � ' � - 1 - `Un- J� ' t\ _ __ �`J`O A \ - - 'r"�- '- ___ � - �� 1 t ("c � � � _ '✓r,,.-� J v,, J/FJii/J/J/ \�`' '_��i \\l\\�c�' �.(3, �.,. 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PRAMS r. IRiltl \ \J--• tl{1\\\\d\\��\\ \ \ ;i/„/, \,\.\ ��.,///lil ,/�__%/:�`\�� != 'illit l'! rfil rr�\\\\\\\ �- PHIWP E. SR.& Jr Yt4!�,y�� ZORED R-4 MH _ a \• 'Ir llifi/7\\\.\\\�_ tl ,\\\�, `Vt V,t' IILJ / ///f I (` \9 J P .I lyr\\ ___ _- Uri/• § ,� ,\ lig`,: v��`-� ����%/"i �, \\\'\,`, \ll.i l .ItI VIIIIlf I i/r/%�f� `` !`•`�__` iji�i,/ t o+ i \ii `:�``���-==="��%'i'�ii. .q l 0 _- ���1 /1L-�'' ,/\7�J i \ � -- ; \ ''\ li" � L �, \ I J , / /f• J JJ ` .��:`� ���\i�. \\\l\\'.-• _ _; - /i �/JJJ � l_, ,� '/rN ` // t 1;7 rJ�t, rJJ/rJt \� 'm^..e� _==-- , ,1 \ § '> > > 1ArypST4q Fa I ! 'W'' ?o'"�roQi''; L---------- 7/ Lwo Rs ro Y F llt / 1 ADDRESSED COUNTY COMMENTS CR 9 1106 / 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 _ 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 4 ADDRESSED COE COMMENTS JJK V26 I - REVISION NO. BY DATE NO. REVISION BY DATE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 300' "i 300' 0 300' m iMP P._P.IwHIW62-00A EL &ANN PS LMNG TRUS zoNE6 R -a I 1 Ali `aiu 1 / e r Ali `aiu 1 hljrl •� - - 4�P nJyir,' ,r1 /Jr; !An) % %`! Ali°� !I jji '��:- ,t \ -Vii✓%r' ,v� /77 if- --'-' ' ,- =ice i%� i _ 'Ji `----- t - c,0 'TH of _ - nESrcNED� J: PROSECT: BELVEDERE BLVD—PHASE � REVISIONNUMSER: ENGINEERS DRAWN BY: ROAD & DRAINAGE IMPROVEMENTS )t 4 / i %1 ` - �,111 � , SURVEYORS osB A STONEHAUS DEVELOPMENT flRAwINc NUMBER: U DAVID M. JENSEN PLANNERS TITLE: REv�EwED BY: OVERALL PLAN C-3 .4 No. 114134 wa ASSOCIATES HFW 1i o C� sv PO Box 4119 1402G}eenwerPlace Sh'EET NUMBER: Lymhbw&VA24502 Chm1oamygle,VA22901 WWA NUMBER: FILE NAME: SCALE: DATE: s - - N: 1 "=300' 5 of 23 S Cs Phe: 434316.6080 Phone: 434.9842700 205164.04 516404C—C3—OV.dwg V: NIA 6-14-06 ZONAL � www.wwasvrn:iates.net / �rJ hljrl •� - - 4�P nJyir,' ,r1 /Jr; !An) % %`! Ali°� !I jji '��:- ,t \ -Vii✓%r' ,v� /77 if- --'-' ' ,- =ice i%� i _ 'Ji `----- t - c,0 'TH of _ - nESrcNED� J: PROSECT: BELVEDERE BLVD—PHASE � REVISIONNUMSER: ENGINEERS DRAWN BY: ROAD & DRAINAGE IMPROVEMENTS )t 4 / i %1 ` - �,111 � , SURVEYORS osB A STONEHAUS DEVELOPMENT flRAwINc NUMBER: U DAVID M. JENSEN PLANNERS TITLE: REv�EwED BY: OVERALL PLAN C-3 .4 No. 114134 wa ASSOCIATES HFW 1i o C� sv PO Box 4119 1402G}eenwerPlace Sh'EET NUMBER: Lymhbw&VA24502 Chm1oamygle,VA22901 WWA NUMBER: FILE NAME: SCALE: DATE: s - - N: 1 "=300' 5 of 23 S Cs Phe: 434316.6080 Phone: 434.9842700 205164.04 516404C—C3—OV.dwg V: NIA 6-14-06 ZONAL � www.wwasvrn:iates.net to c O +, U O (n v O Of U rn 3 U I U d- 0 U0 / O v 0 v O Of 0 N / 3 w cn Ln 0 N L v > m It c0_ LO 0 N / 7 22% - CG -2 Oen S�- �N - 60' ROW 46' FC TO FC -1.5" SM -9.5A SURFACE COURSE -3" BM-25.OA ASPHALT -6" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A 2% 2% z Q w BELVEDERE BOULEVARD 60' R/W ENTRANCE SECTION AT RIO ROAD STA: 10+00 13+34.71 DESIGN SPEED: 35 MPH POSTED SPEED: i CG-2�� � L17N<- II p II II w z IIwW m-iw Li Y p m Fn cn FUTURE SOUTH BOUND LANES P� ��O 100' R/W CG -2 Lc) L0 II p II Of it z m O w = Y cn m 34' FC TO FC 1.5" SM -9.5A SURFACE COURSE 3" BM-25.OA ASPHALT 6" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A 2% 2% CG -21 2% CONSTRUCTION PGL N N Ld Li c.0 00 22' FC TO FC I -4- JLi J J a CONSTRUCTION z mQ �> ftf W Y_ CD N 0 U z F_ d CONSTRUCTION CD 14' m -F- 14' II g L(7 F_ Ln Ln N N N m EL Y w_ O L i I I }' `� 11 LL_ J� Q W U Z m W W z W > > w cn g go g m m OLi SIZE 214 Y w II Z W r II Cn J m WWLL_ �Li > Q C7 0° W w CD z ry z Q w BELVEDERE BOULEVARD 60' R/W ENTRANCE SECTION AT RIO ROAD STA: 10+00 13+34.71 DESIGN SPEED: 35 MPH POSTED SPEED: i CG-2�� � L17N<- II p II II w z IIwW m-iw Li Y p m Fn cn FUTURE SOUTH BOUND LANES P� ��O 100' R/W CG -2 Lc) L0 II p II Of it z m O w = Y cn m 34' FC TO FC 1.5" SM -9.5A SURFACE COURSE 3" BM-25.OA ASPHALT 6" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A 2% 2% CG -21 2% CONSTRUCTION PGL N N Ld Li c.0 00 22' FC TO FC I -4- JLi J J a LU z mQ �> ftf W Y_ CD N 0 BELVEDERE BOULEVARD 100' R/W PARKWAY SECTION STA: 14+60.71 43+88.59 DESIGN SPEED: 35 MPH POSTED SPEED: 30 MPH 30 MPH 77' R/W Ln Ln c.0 00 22' FC TO FC I -4- W o II J a II z mQ �> ftf W Y_ CD N 0 U z F_ d CONSTRUCTION CD 14' m -F- 14' II g Z w W� F_ J M-25.OA ASPHALT � w CD FC TO FC FC TO FC w 1.5" SM -9.5A SURFACE COURSE PGL m O O LC} N �t N LO LCA t17 p it O w II O II II p O W z z z z � U U J II Li Ld mj g Li -g g g ?mcf) W CD W W CD 0 L� 0° Yj m z m m m < < z I- g CL BELVEDERE BOULEVARD 62.5' R/W TRANSITION SECTION (FAIRVIEW SWIM CLUB ON THE LEFT) 73' R/W Ln cD .49 22' FC TO FC -�� 22' FC TO FC I -4- N I 1 00 c1 61' R/W 11 Y Q W 18' FC TO FC �- 22' FC TO FC ly- w z g II z g 5" SM 1LZa -9.5A SURFACE COURSE o cn U z F_ d CONSTRUCTION CD 14' , � -F- 14' II J M-25.OA ASPHALT � w FC TO FC FC TO FC z 1.5" SM -9.5A SURFACE COURSE PGL o REGATE BASE MATERIAL, U-)C-4-t�_ ll 11� r N LO 3" BM-25.OA ASPHALT 0 O II6 U w 1, SIZE 214 wpm z w II Y w r II 1.5" SM -9.5A SURFACE COURSE 6" AGGREGATE BASE MATERIAL, g�m� WWLL_ C7 0° W w CD z 3" BM-25.OA ASPHALT TYPE 1, SIZE 214 > > m m z 6"" AGGREGATE BASE MATERIAL, g m TYPE 1, SIZE 21 A 2% CG -6 2% 27. CG -2 2� 2% -,.... CG -6 2� CG -6 2% CG-2� 2% 2% CG -2 2% 2% CG_6 2% --- CG -6 ° CG-2--CG-?-CG-6 ° % 2%� 2 2% WW J 0 rL LC) CD 117 N CO 00 (D N L(7 O II II II p II II II II it p II II II 0 Of Y m 11 � W II z II W m d Y n co N LW Q U H z z Q z Z W U Q LLJ II n II li II 11 Li � U, m g o g m F- _ O W J D � W � L� CD L(� N N 00 z z w U w m w U w W p o m II fl II o 11 z m F Q w � z Y w w Y U ch Y m II m II (n W D m > m Z (n LL�J Q m U W W Q W Q CD p m z Q ll�Q z L� � m H z O m° z v) m 0 U Com? zm m z w g n zg m BELVEDERE BOULEVARD BELVEDERE BOULEVARD 73' R/W INBOUND BLVD SECTION STA: 47+61.23 + 53+50 DESIGN SPEED: 25 MPH POSTED SPEED: 20 MPH ? ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY VDOT COMMENTS 3 ADDRESSED COUNTY VDOT COMMENTS 4 ADDRESSED COE COMMENTS_ N0. REVISION CR 91110 6 CR 19126106 CR 21910 7 JJK 2/26/07 I3Y DATE NO. 77' R/W DIVIDED BLVD SECTION (NO ON -STREET PARKING) STA: + 53+50 + END DESIGN SPEED: 25 MPH POSTED SPEED: REVISION 20 MPH BY DATE TH 00 DAVID M. JENSEN No. 11484 Q: k!ONAL -lX _04 Ln cD II Ln I N I -4- N I 1 00 c1 fl m � 11 Y Q W 11 tl Cn p II v''l °° ly- w z g II z g i t z II Q z o m o cn U z F_ d CONSTRUCTION CD W Y m , � J w Q m WW J 0 rL LC) CD 117 N CO 00 (D N L(7 O II II II p II II II II it p II II II 0 Of Y m 11 � W II z II W m d Y n co N LW Q U H z z Q z Z W U Q LLJ II n II li II 11 Li � U, m g o g m F- _ O W J D � W � L� CD L(� N N 00 z z w U w m w U w W p o m II fl II o 11 z m F Q w � z Y w w Y U ch Y m II m II (n W D m > m Z (n LL�J Q m U W W Q W Q CD p m z Q ll�Q z L� � m H z O m° z v) m 0 U Com? zm m z w g n zg m BELVEDERE BOULEVARD BELVEDERE BOULEVARD 73' R/W INBOUND BLVD SECTION STA: 47+61.23 + 53+50 DESIGN SPEED: 25 MPH POSTED SPEED: 20 MPH ? ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY VDOT COMMENTS 3 ADDRESSED COUNTY VDOT COMMENTS 4 ADDRESSED COE COMMENTS_ N0. REVISION CR 91110 6 CR 19126106 CR 21910 7 JJK 2/26/07 I3Y DATE NO. 77' R/W DIVIDED BLVD SECTION (NO ON -STREET PARKING) STA: + 53+50 + END DESIGN SPEED: 25 MPH POSTED SPEED: REVISION 20 MPH BY DATE TH 00 DAVID M. JENSEN No. 11484 Q: k!ONAL -lX _04 ^� N ^il ^II it Ld z o Elf II m W U rr ~ Y Of Q LL_m J U) o CD LL_ w O o m W Q z_ ~ z Un ly- g o z m BELVEDERE BOULEVARD 61' R/W INBOUND BLVD SECTION (AFTER VILLAGE GREEN) STA: + 66+60.62 - + 67+00 DESIGN SPEED: 25 MPH POSTED SPEED: 20 MPH STA: 43+88.59 - 45+96.63 DESIGN SPEED: 25 MPH POSTED SPEED: 20 MPH 41' R/W 28' FC TO FC 1.5" SM -9.5A SURFACE COURSE 3" BM-25.OA ASPHALT 6" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A 2% CG -2 2% CG -2 2% T) Lc L0 (D O II II o WIL U W Li l I I W Z z U w M D O m =w w z Ln < z F g FREE STATE ROAD 41' R/W INBOUND SECTION (WEST FREE STATE) DESIGN SPEED: 20 MPH POSTED SPEED: 15 MPH W& A= 2 GINEERS SURVEYORS PLANNERS ASSOCIATES PO Bm 4119 1402 GvmbdaPlow Lynchburg, VA 74502 CMd0ftr>7k, VA 22961 Phone: 434316.6080 Phone: 4349842700 www.wwammatm.net - 45.3' R/W 34' FC TO FC 1.5" SM -9.5A SURFACE COURSE 3" BM-25.OA ASPHALT /-6" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A ICG -6 2% 2% CG -61 CD 2% 1 LO 11 O o z CONSTRUCTION g z g m II J J � w w D z < PGL o U-)C-4-t�_ ll 11� r N LO 0 O II6 U w w z II II Lij w wpm z w II Y w r II mpg gLL_ g�m� WWLL_ C7 0° W w CD z <L m m > > m m z g m BELVEDERE BOULEVARD 45.3 R/W @ PINCH POINT SECTION (FAIRVIEW SWIM CLUB ON THE LEFT) STA: 45+96.63 - 47+61.23 DESIGN SPEED: 2% LC) 0 O O 25 MPH POSTED SPEED: 20 MPH 50' R/W 28' FC TO FC 1.5" SM -9.5A SURFACE COURSE 3" BM-25.OA ASPHALT 6" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A 2% CG -21 2% FREE STATE ROAD 50' R/W INBOUND SECTION (EAST FREE STATE) DESIGN SPEED: 30 MPH POSTED SPEED: 25 MPH NOTE: SEE SHEET 13 OF 23 FOR ADDITIONAL SECTIONS DESIGNED BY: PROJECT: REVISION NUMBER: DMJ BELVEDERE BLVD -PHASE 1 4 DRAWN BY: ROAD &DRAINAGE IMPROVEMENTS DSB A_ STONEHAUS DEVELOPMENT DRAWING NUMBER: TITLE: REVIEWED BY: TYPICAL ROAD SECTIONS C-4 HFW SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE: DATE: 205 7 64.04 516404C-C4.dwg H: 1 "=10' 6- 9 4-06 6 of 23 J CD d 10 LO 11 O o z g z g m II J J � w w D z < o FREE STATE ROAD 50' R/W INBOUND SECTION (EAST FREE STATE) DESIGN SPEED: 30 MPH POSTED SPEED: 25 MPH NOTE: SEE SHEET 13 OF 23 FOR ADDITIONAL SECTIONS DESIGNED BY: PROJECT: REVISION NUMBER: DMJ BELVEDERE BLVD -PHASE 1 4 DRAWN BY: ROAD &DRAINAGE IMPROVEMENTS DSB A_ STONEHAUS DEVELOPMENT DRAWING NUMBER: TITLE: REVIEWED BY: TYPICAL ROAD SECTIONS C-4 HFW SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE: DATE: 205 7 64.04 516404C-C4.dwg H: 1 "=10' 6- 9 4-06 6 of 23 0) U) U I U t 0 �r- co a� rn v c �D L v 0 0 ry 0 0 N IT 3 w Q a r 0 N L a� v a� m (0 L0 0 N M EX D EX 15" CMP IN—LINE I I, AND IN LL END SECTION ES -2. _ I I REC�RAD ING CHANNEL TO ff ' f PROVIDE POST DRAI E. Ld Ld V) ` I i 'I I � � ~ O - z o � I _ I '; ; �� I wW Qpm TMP 61 -00-00-155 lc:) I 'n o 7 1� C d COVENANT CHURCH OF GOD `z 00 o Q ZONED COMMERCIAL OFFICE N I _o I = J �wo o��� w u) w oo w 6'rr' z NQ z0 I I S O O I ASN Q0Li>N 4' CURB CUT—OUTLET \ �' �I ,m % I� \� \���Ld ii m Q PROTECTED w/ 5'x5' °' , °' ( GPy �� `� F— o I > `,VDOT CLI RIP -RAP r I o �E RELOCATE EX GUARDRAIL /i z— RAW— ��` \\\\-- L / _ iyy W X W— F /r \ — ,. —� --W / — ��'� ' �w � 8 WM — 5 �' rw—w W 24.6' TAPE NEW — / ` w w w—�/ / J/ \ Q '3�1 3 w = — 7 -PROF. SOW EX TWO-LANE PAVEMENT / - s- - - i - - -- ��15" RC -- — — _ — - coNc — — — _ - — RETE BRIDGE oma+ - - — — _ - - -------------- - - i- - - -------_— N. X 3 --... BRIDGE 10 . ` .. __ _ a - 000 — -- 12+00 44 - - X zz; —w4 o, �— 13+11.28 EX RIO ROAD= x�- - 10+00 BELVEDERE BLVD- / 12 / --'--�`T�� `—OHE- _ OHE = QBE• = --Of{- _ ONE � � O�Ic�X OHE - � OHE OHE — OHE OHE ONE OHE OHE40 Q r Q J � SAW -CUT EX. EDGE OF PAVEMENT, PROVIDE 1 R I 0 ROAD — S R 6 FOOT HEEL IN EX. SURFACE COURSE. EXTEND NEW PAVEMENT SEAL SEAM, PROVIDE SMOOTH R/W VARIES TRANSITION AND POSITIVE DRAINAGE. POSTED SPEED: 35 MPH INTERIM RIO ROAD IMPROVEMENTS NOTE: INTERIM RIO ROAD IMPROVEMENTS TO BE EXECUTED IF VDOT RIO ROAD IMPROVEMENTS HAVE NOT BEEN COMPLETED BY MARCH 2007 PAVEMENT WEDGING DETAIL NTS 1 12' 4' SHOULDER HEELCUTr IVINI Ln F -A. rHV UVICIV I SECTION RIO ROAD AND/OR COMPLY W/ VDOT. IDLE TMP 61-00-00-155 COVENANT CHURCH OF GOD ZONED COMMERCIAL OFFICE REQ'D: DI -3 - INV=463.70 � \ I' J X11 I f � I I I I � \ CL 14/ 1 /1 o r6S ` -o z I� REQ'Q: DI'o �\ i cO N Q INV -4§4.0 �— t I; U ADDRESSED COUNTY COMMENTS z o c� z I �Qz w 1LLJ Q0 m C) oo� - 0 < � o=1 �w�LLJ I� I O U) 3 NQzo LLJ I ��0z0 = N Q0 w W N �� n — 12wQ �w I—_3u m O Q - I � _ c� I o GP \ / 'fir �_ — r 3H0 '01-' 3Hp 3 r!, w i W / — — _ — — X 15 W-- W — W :--,_,-- ---—� I� f� 15" RC x` — �w�w x — 0 — - g 15+ w �`�-w S ` --� o� w 0 _ 10 111 +00 - EX IL - 12+00 13+000 '----i--_ - m � � x 1 �. x i'co? / -- ME =--D OHE �X OHE =� OHE OHE OHE ONE OHE — ONE OHE / 7 =� Q RIO ROAD — SR 631 R/W VARIES POSTED SPEED: 35 MPH VDOT RIO ROAD IMPROVEMENTS BY OTHERS FOR INFORMATION ONLY iffamwaTal 1 1 +UO 4mlmalml Mtmglal IMS291l; 1 VTVV 1 VTV..I.VaJ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I - WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1/06) 1 ADDRESSED COUNTY COMMENTS CR 9 1 06 of ♦ c> 9 • ♦ DAVID M. &NSEN ♦ ♦ ♦ No. 11484AsSOCIATES 4r oI Z f (' �151v SSI�NAL EAG - DESIGNED BY. MJ 520 REVISION NUMBER: 4 520 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 3 ADDRESSED COUNTY VDOT COMMENTS CR 21910 7 - DRAWN BY: ose DRAWING NUMBER: C-5 4 ADDRESSED COE COMMENTS JJK 2126107 TITLE: RIO ROAD IMPROVEMENTS BELVEDERE BLVD ENTRANCE FILE NAME: SCALE: DATE. 516404C-CS.dwg H: 1"=50' ✓: 1"= 10' 6-14-06 REVIEWED BY. HAT 510 510 SHEET NUMBER: 7 of 23 WWA NUMBER: 205164.04 NO. REVISION BY DATE NO. REVISION 500 DATE 500 490 490 480 480 EXISTING RIO ROAD' 470 470 - 460 460 2 Lj �w 450 450 Lu w af a z_ 440 440 00 D 430 430 RIO RCAD —co- -to to co to to P.AVPKAFf-JT I FFT 50 22 d iffamwaTal 1 1 +UO 4mlmalml Mtmglal IMS291l; 1 VTVV 1 VTV..I.VaJ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I - WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1/06) 1 ADDRESSED COUNTY COMMENTS CR 9 1 06 of ♦ c> 9 • ♦ DAVID M. &NSEN ♦ ♦ ♦ No. 11484AsSOCIATES 4r oI Z f (' �151v SSI�NAL EAG —�— ENGINEERS SURVEYORS , PLANNERS ro>�4119 1402 er Lynchturg VA2a5i12 c�maemftVA=01 Pte: 434.316.6 0 434-9&4.27� www.wwassMatu.nel DESIGNED BY. MJ ?�R0JF�=T BELVEDERE BLVD—PHASE ROAD 8c DRAINAGE IMPROVEMENTS A STONEHAUS DEVELOPMENT REVISION NUMBER: 4 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 3 ADDRESSED COUNTY VDOT COMMENTS CR 21910 7 - DRAWN BY: ose DRAWING NUMBER: C-5 4 ADDRESSED COE COMMENTS JJK 2126107 TITLE: RIO ROAD IMPROVEMENTS BELVEDERE BLVD ENTRANCE FILE NAME: SCALE: DATE. 516404C-CS.dwg H: 1"=50' ✓: 1"= 10' 6-14-06 REVIEWED BY. HAT SHEET NUMBER: 7 of 23 WWA NUMBER: 205164.04 NO. REVISION BY DATE NO. REVISION BY DATE +T 3 v U I U O In rn 0 C 0 L �y W 0 0 0 LO 0 N / 3 W Q a. d - U) 0 N / -0 0 5 Lu ILS 0 N NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I - WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/l/06) 00 ' CDP- -§A /46L\ \ ` 01 I I 0 11 4' CURB CUT -OUTLET `� \� \ 11 \ \� \ — /i/ / \\ I 0�° r PROTECTED w 5'x5' , /� — \ \ ' I 1 1 + \ — o VDOT CLI RIP -RAP i / / 4' 1t \\ i\ i1 } 1 i \ / % _ \\'\ 9 1 1 1 1 1 � / €� o TEMPORARY CONSTRUCTION CURVE DATA AND GRADING EASEMENT. TMP 61 —00-00-155 DELTA=83'27'26" SEE NOTE 3 ON SHEET 1 NGTH=699.17 COVENANT CHURCH OF COD LE RADIUS-480' ZONED COMMERCIAL OFFICE CHORD=638.98' D-gQ \ BEARING=N00 24'116 E s / _ A / /,' 1 / o 4 EXTEND EX 15" CMP IN-LINE j AND INSTALL END SECTION ES -2. fTl REGRADE EXISTING CHANNEL TO _u PROVIDE POSITIVE DRAINAGE. II EX. TREES TO BE ,__� I { PROTECTED. IF DAMAGED EX . 15" MP 1 3 CONTRACTOR TO REPLACE. 0 WATE SEE OTE 1, T1­1IS SHEEP) \ / v I1 110 00 a '– 1 `- R _(°DI` F� I - TOp \ m :-fid j T`2`.�0 - - --+ -- 2+00 �-------- t�61 :----���� J- �4 12+00, 13+00 ---- 12' 19 m - I� 6 e Lgne � � �_ �T ` Ix 1 I I-. T I I tie, } l P 611-00-L\00— 4 B HAND\ EXCAVATE M MFROM BAR &ARA H.\ P GH } CUR To 4 \ 11PROPER \LI Z 0 N E \ �. 1 PRIOR TO CONSTRUCTION CONTRACTOR TO — INSTALL SNOW FENCE ALONG THIS PORTION OF THE PUGH PROPERTY. FENCE TO BE REMOVED UPON REMOVAL OF E&S CONTROL MEASURES. TRANSIjION PAVEMENT O{ i EACH SIDE 46' TO , (144' ALONE ^ C) ONo■.� mez7 I'l N I J I A = Iu-- I D 1501 ve- 1 � A.B. — N = O COD In m cr m ' CO — —to coo U i — — — LO M 1-1 m (O00PROPOSED GRADELb PpApp-- VtD ami. 50, 1 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' Ln.117 d7 h W r- f� v� .- � v, u w v, .. v -_ - - If)L c0 a0 O 8_1�. A t0 h 60 O t[7 430 - ,< 430 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 1 ADDRESSED COUNTY COMMENTS CR 9 1 06 of = DESIGNED REVISION NUMBER: J. PROJECT: BELVEDERE BLVD—PHASE 1 2 ADDRESSED COUNTY DRAWN BY: VDOT COMMENTS CR 10 26 06 11L% ENGINEERS ROAD &` DRAINAGE IMPROVEMENTS 4 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 - ; o ,�� ! At C , SURVEYORSDSe A STONEHAUS DEVELOPMENT DRAWING NUMBER: 4 ADDRESSED COE COMMENTS JJK 2 26 07 D M. JENSEN �: PLANNERS TITLE. REVIEWED BY: BELVEDERE BLVD PLAN & PROFILE C-6 __- - i,No. 11484�2i ASSOCIATES HFIN i�o2 I Z�' E�$�'�r roBox 4119 1402c�urierP> SHEET NUMBER: esri Lync*w&VA245M ChvlaaugVA2Ml WWA NUMBER: FILE NAMF_: SCALE: DATE: �SSE�Cs� PLme: 43431ww�saoc�ahmm 4349942700 H: 1"--50' 8 of 23 REVISION IONAL vwwa \'0. BY DATE NO. REVISION BY DATE 205164.04 516404C—C6.dwg V. 1 »=10' 6-14-06 1 11 v , dim m WA Em ME WE W�� P.01m ... r ow, m WA ■����m�Q��I� Qi sO 11 It Iiatz D n y fS,T 0 C Bike Lone - A / / / / ` \, LE V4�\6V\ \ �°►�I � �2 \ �\�\\\ \♦` / ,' /70 ' CGS i �\ / / ' = = P \ \ INS -415. 7\ \ \ + Azo (D '```� \ < \ \ 1/1 EX,�\VVETL7fi fix'\ \ \� \ III- i I \ ` . , / ♦\� / . \ \a 4.4 �y>��,k k' � l I h;� i � I I I F y I�. fi \ ,{ u# I I I i I \ \ \ ��\� \.♦ '� {III i r I I I, I I I' I I I J 4 \ \ \ \ `\ \ ' 1 /— \ r F ,c� \ 1 y -, I . I I .� ( I r J J III I , I I \ \ \N' #.. \ r I �.\. { I I ( I r 1 I J J I 1 I I \4\\, � T �\1 \ ��-�C�O l' l T'4 �" \\ \\\ �' ,, / J ELUEDER ST�,'� b \ D R � _--- _ � ��\ ;' \ \ `t\ �\\ /-- _ /--\/— I DB \1 8j � — \\ \ \ \ \ / / / / __- \ ______. \ �\\ . \ \\c'> \ 01 C _ / / / / \ \ \ \\ \o \ \ \ \ \ \ ' / r I I r f I r I' 1 I I I II I 1 I \ \ � \ s� / / .' / / / •\ \ \ \ - \ �X \ \\ • \ / / / / / / � / I I J (J J it l I I I � I I � { I I { 1 { I l l i 11 l I 1 ', 1 \ � 1 `\ // \\ \ \ i 1 \ \ _' _ ' ; ''�'/ // � '' \� \; \ \\ \\ \ \ ` -ps _;, _ — \_ _ -�• _ _ �\\ \` �\ \ • \ \\ Plan Sheet No. Designer Date Date . . . • ■■��■■■■■■■i■��i■i■�■■AHW Controls YT, Flood plain a r elev. Design AHW depth—elev. freq. lWelev, ■■®■■■■■■■■■■■��■■��■■■■■■■N Shoulder ■■■■;•��■■■■■■��■iii■�■r■■i■i�■ ..,ate.-----�.� . '• .- :aLength Overtopping �Ir`4 rleod Plain Management V. El. qVS.So 40= 3.10 lnv.F7F • + • �_ - • HEADWA I ER COMPUTATIONS• • PV STA 21+-25 480 + I' PV1 SA 33+00 — -E-LE_V 480 ■■ PVI STA — 9Q4-QCI ■■�■ ■■■■�■AIN■ r F ,c� \ 1 y -, I . I I .� ( I r J J III I , I I \ \ \N' #.. \ r I �.\. { I I ( I r 1 I J J I 1 I I \4\\, � T �\1 \ ��-�C�O l' l T'4 �" \\ \\\ �' ,, / J ELUEDER ST�,'� b \ D R � _--- _ � ��\ ;' \ \ `t\ �\\ /-- _ /--\/— I DB \1 8j � — \\ \ \ \ \ / / / / __- \ ______. \ �\\ . \ \\c'> \ 01 C _ / / / / \ \ \ \\ \o \ \ \ \ \ \ ' / r I I r f I r I' 1 I I I II I 1 I \ \ � \ s� / / .' / / / •\ \ \ \ - \ �X \ \\ • \ / / / / / / � / I I J (J J it l I I I � I I � { I I { 1 { I l l i 11 l I 1 ', 1 \ � 1 `\ // \\ \ \ i 1 \ \ _' _ ' ; ''�'/ // � '' \� \; \ \\ \\ \ \ ` -ps _;, _ — \_ _ -�• _ _ �\\ \` �\ \ • \ \\ im ca CL Go . 1 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' m NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I — WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1/06) r VV LLTVV LJtVV ��+vu ZO+UU Zb+UU Z/+UU Zri+UU 29+UU 30+UO 31+00 32+00 1 ADDRESSED COUNTY COMMENTS CR 911/96 REVISION NUMBER: -of _ DESr�NEDM J: PRo�EcT BELVEDERE BLVD—PHASE 1 2 ADDRESSED COUNTY VDOT COMMENTS CR 10 26 06 = ENGINEERS 5 - - ROAD & DRAI NAGE IMPROVEMENTS 3 ADDRESSED COUNTY VDOT COMMENTS CR 21910 7 DRAWN BY: 4 ADDRESSED COE COMMENTS JJK 2 2610 7 �� SURVEYORS DSB A STONEHAUS DEVELOPMENT DRAWING NUMBER: U DAVID M. JENSEN � , TITLE: 5 ADDRESSED VDOT COMMENTS JJK 3114107 PLANNERS BELVEDERE BLVD PLAN &' PROFILE C-7 ,q No. 1148 ASSOCIATES REVIEWED BY: HFW Po sox 4119 1402 Greenbrier Place SHEET NUMBER: 14 �{�� Lynchburg, VA 24502 Charlattes,nue, vn 22901 WWA NUMBER: FILE NAME: SCALE: 0A TE: REVISION BY DATE N0. REVISION BY DATE sI 0NAL Phone: 434316.6080 Phone: 434.9842700 H_. 1"_10' "' N0. www.wwassociates.net 205164.04 516404C—C7.dwg 6-14-06 9 of 23 PV STA 21+-25 480 + PV1 SA 33+00 — -E-LE_V 480 PVI STA — 9Q4-QCI PVI 440.00- 470 . -VC - - 470 09 460 -C4- 460 m m 450 U-) - - — — — - 450 440 440 430 -- _ - - - --- � 430 420 w IX a U 410 - - -- Z w v w k_j LU v 410 31 ry X X F- W z F- Z a_ a — _ -- — d - _LU - z -- --- - - af Ia — a a 400 Uj - F- CD _-.I I- C14 LUJ N w F- 400 -_ � 00 r_ 00 CIJ '0W P9 r� N QlON O 00 • O co pq - co co N toM t O� I N CO 390 - - N - N F- N F- 14 390 im ca CL Go . 1 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' m NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I — WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1/06) r VV LLTVV LJtVV ��+vu ZO+UU Zb+UU Z/+UU Zri+UU 29+UU 30+UO 31+00 32+00 1 ADDRESSED COUNTY COMMENTS CR 911/96 REVISION NUMBER: -of _ DESr�NEDM J: PRo�EcT BELVEDERE BLVD—PHASE 1 2 ADDRESSED COUNTY VDOT COMMENTS CR 10 26 06 = ENGINEERS 5 - - ROAD & DRAI NAGE IMPROVEMENTS 3 ADDRESSED COUNTY VDOT COMMENTS CR 21910 7 DRAWN BY: 4 ADDRESSED COE COMMENTS JJK 2 2610 7 �� SURVEYORS DSB A STONEHAUS DEVELOPMENT DRAWING NUMBER: U DAVID M. JENSEN � , TITLE: 5 ADDRESSED VDOT COMMENTS JJK 3114107 PLANNERS BELVEDERE BLVD PLAN &' PROFILE C-7 ,q No. 1148 ASSOCIATES REVIEWED BY: HFW Po sox 4119 1402 Greenbrier Place SHEET NUMBER: 14 �{�� Lynchburg, VA 24502 Charlattes,nue, vn 22901 WWA NUMBER: FILE NAME: SCALE: 0A TE: REVISION BY DATE N0. REVISION BY DATE sI 0NAL Phone: 434316.6080 Phone: 434.9842700 H_. 1"_10' "' N0. www.wwassociates.net 205164.04 516404C—C7.dwg 6-14-06 9 of 23 c 3 t a I L d C d cc i a c c f C C a Z Ct c Q tl C C t L G C c a t t 3 of U I U O d - O U7 O C L 0 fy It O LO O N a' 3 v W V) Q a d - t0 LO O N N L N 70 N N m CO LO O N ►-1 a w L a� a� a� m O I U 3 v O U I U d- O Nt cD a) 0' 0 0 0 L fl Od 0 0 ry d- O 4 L O N 3 LL a a G ool n a L u T a a d 'Tr 4 C ^ 0 i c 0 U N In .0 0 0 Of r r I U / 3 v U I U I 0 cfl / cn 0 'v 0 a�3 0 Of 0 0 N 3 v w V) Q S t1 d- cfl 0 N L ai v a� m c0 0 N / r. 1.5" a 2% � Y LL_ Q LL_ � w m 0 .m 36' R/W 16' FC TO FC SM -9.5A SURFACE COURSE 3" BM-25.OA ASPHALT GREGATE BASE MATERIAL, TYPE 1, SIZE 21A J C� 2% _ CG -6 2% CG -2 39' R; W 26' FC TO FC no 1.5" SM -9. .-A SURFACE COURSE 3" BM -25.04, ASPHALT J 6" AGGREG E BASE MATERIAL, CD TYPE 1, S12E 21A CG-6lr[2%CG-2 H H co �n N O if � U � m c U C) z z 0 N I I w z J w m 205' — 127' — OPEN SPACE BELVEDERE BOULEVARD ROUNDABOUT DESIGN 20 SPEED: MPH POSTED SPEED: 15 MPH 239' — 161' — OPEN SPACE 39' R/W -09 26' FC TO FC 1.5" SM -9.5A SURFA E COURSE 3" BM-25.OA ASPHALT 6" ACCREGATE BASE MATERIAL, TYPE 1. SIZE 21 A ��\\ CG -2 2% J c� w CG -61 2% �Ln ADDRESSED COUNTY COMMENTS O N Ln �Lo L w II U II II N 10 26 06 3 L[ifp I I CR 21910 7 m Y ry Oz w w v Q LLJ �m m cf) w m d c� N0. CD o m NO. REVISION J w DATE z �n Q z n 42' R/W �— 22' FC TO FC 1.5" SM -9.5A SURFACE COU 3" BM-25.OA ASPHALT 6" AGGREGATE BASE MATE[ TYPE 1, SIZE 21A J U m CG 22% CG_ 6 2% II I � N LO BELVEDERE BOULEVARD Y �_ II' II II II O � II w uj Q z VILLAGE GREEN L_ u Z U ED m W J m m C)J m W z> < DESIGN SPEED: 20 MPH POSTED SPEED: 15 MPH 1 ADDRESSED COUNTY COMMENTS CR 906 II O II m UO Z (2 w II U 2 ADDRESSED COUNTY VDOT COMMENTS CR 10 26 06 3 ADDRESSED COUNTY VDOT COMMENTS CR 21910 7 z N0. REVISION BY DATE NO. REVISION BY DATE �p U) N to II � II O II m UO Z (2 w II U Y � m �m U U z I DESIGNED BY: TH OP �. DMJ �Q 1 WA_ ENGINEERS DRAWN BY: r Z SURVEYORS DSB U DAVID M. JENSEN PLANNERS AsSOCIATES REVIEWED BY. No. r _p/1148(4 w�i HFW v O I ' r Ai PO Box 4119 1402 t Place �,�, Z 41 I D 1� Lyncbbwg, VA 24502 ChutuU Svilk VA 22901 W WA NUM BER: Phone: 434316.6090 Phoe:434994.2700 NUMBER.- 4 ZONAL �a ww.wwassociatamet 205164.04 A E PROJECT: BELVEDERE BLVD—PHASE 1 ROAD & DRAINAGE IMPROVEMENTS A STONEHAUS DEVELOPMENT TITLE: TYPICAL ROAD SECTIONS FILE NAME: SCALE: DATE: T"= 516404C -C1 1.dwg H: 10'V: N/A 6-14-06 REVISION NUMBER: 3 DRAWING NUMBER: C-1 1 SHEET NUMBER: 13 of 23 a- a- 41 _lz41 0 v v c D 0 x N r U 0) 3 N r U i U It (D N 0) 0 C L 0 0 0 d- 0 0 N 3 / r w Q a (0 z 0 N m L0 O N J el 1 2 3 NO. SPLITTER DETAILS 0 INS 7' 26' R90' 26' c0 o o 0 0 � co 1 N � ROUNDABOUT BELVEDERE BLVD. SW SPLITTER DETAIL SCALE: 1 "=20' 2',l 12' �I � ! j ! ? 2' 12' 25' nPR1 R1 i R160' � R160' �S 38' ` R1' R1' �5 c9 0 3' ROUNDABOUT SIDE ROAD NW SPLITTER DETAIL SCALE: 1 "=20' O O 35.33' �� 16' R1 04' VILLAGE GREEN BELVEDERE SW SPLITTER DETAIL SCALE: 1 "=20' ADDRESSED COUNTY COMMENTS ADDRESSED COUNTY / VDOT COMMENTS ADDRESSED COUNTY / VDOT COMMENTS REVISION Q _Q oo UlU ' 26' ;1-,'-26.5' 7' I R90' — - N c:) p QO Q ROUNDABOUT BELVEDERE BLVD. NE SPLITTER DETAIL SCALE: 1 "=20' 1.5' 3' 3a R,' I R1 IS 38, R1 60 iii R160' R1' 1' R1' l (1YP) 7.2 ' 2' i 12' .i I It 2' 12' \ 1', 12' ROUNDABOUT SIDE ROAD SE SPLITTER DETAIL SCALE: 1 "=20' y i 16' R 104' R�' 23 + — 1—TB-1 � O I VILLAGE GREEN BELVEDERE NE SPLITTER DETAIL SCALE: 1 "=20' CR 911106 CR 1012610 CR 21910 7 BY I DATE I NO. F � REVISION SIGNAGE LEGEND /i ONE WAY (MUTCD R6-1) 1 0 N F WAY CHEVRON PLATE (MUTCD W1 -8a) LIM I AYIELD (MUTCD R1-2) aPEDESTRIAN CROSSING (MUTCD W1 1 -2) AKEEP RIGHT (MUTCD R4 -7a) 6\ ROUNDABOUT (MUTCD W16 -12p) A YIELD AHEAD (MUTCD W3 -2a) yfiuu 1 u+uu 11+00 12+00 13+00 14+00 15+00 16+00 BY KEEP RIGHT NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I - WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/11/06) IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 6mm%mil mm-- 1 50' 0 50' HORZ: 1" = 50' J: [� WA T DAVID M. JENSEN i • • No. 114 4 �: J ( 0 I SS�44 IppAL ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 1402 Greenbrier Place hbw a3 24 0 >C434.984.2700 A ` Phone": — �•�"•� DESIGNED BY: PROJECT: BELVEDERE BLVD—PHASE 1 ROAD & DRAINAGE IMPROVEMENTS A STONEHAUS DEVELOPMENT TITLE: ROUNDABOUT PLAN AND PROFILE FILE NAME: SCALE: DATE: 1' "=50' 6-14-06 516404C —C 12. d wg �. j »_ 1 o' REVISION NUMBER: 3 DRAWN BY: DSB DRAWING NUMBER: C-12 REVIEWED BY: HFW WWA NUMBER: 205164.04 � SHEET NUMBER: 14 of 23 DATE a_ a_ a� W L 0 Q) I U rn 3 rri U I U O tp a� rn v c .6 L Nj v 0 ry It 0 tC) 0 N 9) 3 4 OA- 61 92TEMP GpNST AND GRADING ESM � s�1 9 CONTRACTOR TO MAINTAIN ACCESS TO LEVINGSON PROPERTY AT ALL i I I I I I I I I I TIMES. SEE PLANS ENTITLED 21 +QO 2Q+00 19+00 1 s+o0 \\ �� BELVEDERE - PHASE I ROUGH �5R � � GRADING PLAN, EROSION AND -7 77.7 TEMP NST AND GRADING\SMT F '°R� \— / _. — — — — — — — — 7W1 'oQ� \ \SEDIMENT CONTROL PLAN AND -- SIMfATE2GEMENT (WPO ------ -- 22X� X X803 X� / 2005-00007) _ oo 47 3 Transition TYP Begin Trans. To Depressed Curb TY 1h� Js Cur Presse _— aco -46 3' Transition from +00 + 6" Reveal to 0" Reveal Ucn 65+00 60 ; 0 61 +00 62 D 63+00 64+00 66+00 � c, 20' SD Esn�r�' TB -1 _ — — — — — — — — — — — — —15'Q -f — — 5 2QOOVPD �� I I co DRIVEWAY DJSTANCE=621.18' Bik�ane�+QB—D-45 ` o / co , Z7 L m 66+83.40=END PHASE 1 P CONST AND GRADIN E C,' �p / ROAD CONSTRUCTION SPLITTER ISLAN / SEE DETAILS SHEET 14 oX �\ \ ' -�;?' �C, , SPLITTER ISLAND \ \ SEE DETAILS SHEET 14 �� p \�0,'8•, 12 00 13+00 14+00 115 00 i \� 5 19 — — — — o PCr, //' ____ /`--20' SD ESMT GRADING ESMT D-49 sp Iv a — — — -- Mp'G- AND f \ h Q,I \ I---� cD � U D-42 NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I — WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1/06) SIGNAGE LEGEND \ONE WAY (MUTCD R6-1) ONE WAY \ CHEVRON PLATE (MUTCD W1 -8a) X) > I YIELD YIELD (MUTCD R1-2) \ PEDESTRIAN CROSSING (MUTCD W1 1 —2) KEEP A KEEP RIGHT (MUTCD R4 -7a) RIGHT ® ROUNDABOUT (MUTCD W1 6-12p) 20 MPH A YIELD AHEAD (MUTCD W3 -2a) Ad STOP (MUTCD W1-1) STS P 540 540 HIT'H POINT ELEV = 501.24 HIGH POINI ELEV = 501.24 IF -THIS DHAW1 IS 530 = = 530 GRAPHIC DF_ U )r—D 520 520 OE) 15715' VG , 0) 14y o N , o rn - 0 In In en 510 69 510 rn LLJ — 500 500 500 a a o — 490 490 YM FLEV dRa 00 480 f 480 T 470 470 10� J — Z _ 460 0 0 460 JLu W 0)n. t\ r7 Ln (DQ 00 cri o of ao co °) o rn rn o a) a) rn 450 r Lf)rn 450 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 1 -- ADDRESSED COUNTY COMMENTS CR 911106 .��'�- r�A,� �' �'P�i, rZ • o• � DAVID M. JENS N � No. 11484 10 4W • o /114d' �sv �y 1 I01NAL � ENGINEERS SURVEYORS , PLANNERS PO Bas 4119 1402 Gccenbrier Place Lywhbw& VA 24502 Chalbu vffic,VA229m Phone: 434.316.6080 Phone: 434.9842700 www.wwassoiates.net DESIGNED BY: Dmi PROJECT: BELVEDERE BLVD -PHASE 1 ROAD &� DRAINAGE IMPROVEMENTS A STONEHAUS DEVELOPMENT REVISION NUMBER: 3 2 ADDRESSED COUNTY VDOT COMMENTS -10126106_ CR 3 ADDRESSED COUNTY / VDOT COMMENTS CR 2 9 07 - -- DRAWN DSe DRAWING NUMBER: C— 13 -- TITLE:REVIEWED VILLAGE GREEN PLAN AND PROFILE BY: HFw SHEET NUMBER: 15 Of 23 WWA NUMBER: 205164.04 FILE NAME: 516404C—C13.dw SCALE: H: 1"=10 »„50, �: 1 _' 0 DATE: 6-14-06 NO REVISION BY DATE N0. REVISION BY DAi_I IZ iY a� n a� a� I J rn 3 J I J 0 :o i a� rn 0 c .6 L 0 "Cl v 0 ry d- 0 N 1-1 3 w In Q 2 IZ .94 - CD z 0 N q) v a� m L0 O N ►; IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' loom I MEN 30' 0 30' RV A/ / D T 506 / ARI iN'c TG 50 / � � � � _ -- — 9,3 5 r 450 1 ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY VDOT COMMENTS 3 ADDRESSED COUNTY / VDOT COMMENTS NO, REVISION NOTE: REMOVE EXISTING PAVEMENT AND STONE BASE ON FREESTATE ROAD AND REPLACE WITH BACKFILL, TOPSOIL AND SEED ONCE BELVEDERE BOULEVARD IS PLACED INTO SERVICE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 30' 30' 0 30' FA /CURVE DXTA DELTA=7 '23'54; /LENGTH 315.83 i CURVE DATA RADI S-240 / DELTA 49.48F58" CHO =293.53°' LEN�TH=5317'// 00/ / BEARIN�=S73 50rb4 E j i RADIUS�60' CORD=50.54E / / C6 l�BEARING= 42'25'49"� ,480 / tC,4 \ ' �fiti F \ �u I 1 / 1 r / 61 15 RO 39 PG 75 L r I II T 61—J59 A- a & MARY W LLS 7 I D 1390 �G / dONSt ND GRADING , SMT I 10+00 CR 91110 6 CR 10 26 06 CR 2/9/07 11+00 REVISION 12+00 TH Op U DAVID M. J SEN 'p- -t No. 11484 crr 04 67111 I0NAL E 20+00 21+00 ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Chw1odesvnle, VA 22901 Phone: 434.316.6080 Phone: 434.984.2700 - - www wwassociatea.net 22+00 23+00 24+00 25+00 DESIGNED BY: PROJECT: DMJ BELVEDERE BLVD -PHASE 1 DRAWN BY.- ROAD & DRAINAGE IMPROVEMENTS DSB - A STONEHAUS DEVELOPMENT TITLE: REVIEWED BY. FREE STATE ROAD IMPROVEMENTS HFW WWA NUMBER: FILE NAME: SCALE: DATE: 205164.04 516404C—C14.dw H: 1" =50; 6-14-06 9 V. 1 =10 REVISION NUMBER: 3 DRAWING NUMBER: C-14 SHEET NUMBER: 16 of 23 FREE STATE ROAD WEST FREE STATE ROAD EAST DESIGN SPEED: 20MPH DESIGN SPEED: 3OMPH w W ui POSTED SPEED: 15MPH w POSTED SPEED: 25MPH W C4 W C C LOM �� �� �0 a C7� N� 00 O� �tC7� �N �� �i� �U) Qod (J) N�� •O X p O O� � NtCD a0 00 00— OO r (o L0 OomQ W � 03 � � � RVI STA d QQ RQ 20 �88.58 14 � d d `t 520 540 530 510 Ln GRAPHIC SCALE MUST -8 0) PVI ELEV 520 500 ' 1.50 , _ 490 X, m510 w criNL 500 480 470 0 490 PROP GADE 460 480 1 - - I— x Li x w w _ 470 450 F - m w w 10+00 CR 91110 6 CR 10 26 06 CR 2/9/07 11+00 REVISION 12+00 TH Op U DAVID M. J SEN 'p- -t No. 11484 crr 04 67111 I0NAL E 20+00 21+00 ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Chw1odesvnle, VA 22901 Phone: 434.316.6080 Phone: 434.984.2700 - - www wwassociatea.net 22+00 23+00 24+00 25+00 DESIGNED BY: PROJECT: DMJ BELVEDERE BLVD -PHASE 1 DRAWN BY.- ROAD & DRAINAGE IMPROVEMENTS DSB - A STONEHAUS DEVELOPMENT TITLE: REVIEWED BY. FREE STATE ROAD IMPROVEMENTS HFW WWA NUMBER: FILE NAME: SCALE: DATE: 205164.04 516404C—C14.dw H: 1" =50; 6-14-06 9 V. 1 =10 REVISION NUMBER: 3 DRAWING NUMBER: C-14 SHEET NUMBER: 16 of 23 5; Lw V) Q 2 a. 114F co 7) 0 N L m co O N 1-11 ►1 -----_— I _coy_ — — — _ _ _-� / , \ ti - = _ _ 41 ` — -``-------01 — — — ——_ \ - `\ \ — _ — — _ — _ _ — — _ _ — __________________ - - - - - -/ 7 r / S006 - /� / /� y� 3 / ; / / / y �r� ----- �EXIST«�-� - �/ / �-- i / � - — - - - _ �' - -- --- �_ - --_—_ '� '�GIGI '-'' -- I -oto = ------------ ------------- J ��--�// / D�4 ------------- OZi�---------------. - � _ - -------------- -� ---- _ _ 6----`_ ,/ / ' I �---- ' f^ + i / / \ \\ \ I\ \ \ \ \ \ I \ 2�\ \ \ C-5 ` ��� / �•2�/ // \ \ / \ // \ /\ ��/�`J /� \� , ,, ��� i �a \ \I �, 1\ I I L t;Tl✓'� i a r / /� / r� '� /I \ h r N ! l l! i ; /' j Cj I 1 III I1 I I I I I ` \ \\ '\ a \ r \ \b \ \ \ \ , CONTRACTOR TO PROVIDE 90 1 I I LINEAR FEET OF SHEETING AND Z \ p113 I I SHORING TO PROTECT SHORING IS FOR A MINIMUM OF FULL DEPTH OF EXCAVATION. SHEETING AND SHORING TO REMAIN IN PLACE WITH TOP OF SHEETING AND SHORING TO BE I I I I j I LEFT 1 FOOT BELOW NEW I I I I I I I GRADE. CONTRACTOR TO SUBMIT 1S I I I I I ; I SHEETING AND SHORING DETAILS TO OWNER FOR REVIEW AND APPROVAL PRIOR TO I I I I I COMMENCING WORKP I I I I I I . + GM I I I I I i ( s "fig r I � < < I T , I \ I I r Ill \ I �� + �s O� OJ `"—_ Vg �� / 1 , ly%\ O/ J I i / /�\ 4:� / / / \ \\\ \\-- // / /' /' \\ \\\ \ \ \\ \\\ ✓ / / 6\II I it l l i i I \ ` �y� / //� / I I I I I 1 1 ` \ I / / /�' I I\\\��\ \\ I) %� �'/' o < 18" HDPE . N , .s' 00 p NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I - WATERMAIN AND SANITARY (9/1/06) NOTE 2 SAFETY SLABS (SL -1) ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. NOTE 3: (STRUCTURE D-16) CONTRACTOR TO SUBMIT SHOP DRAWING OF CHAMBER AND TOP OF SLAB CHAMBER REINFORCING AS FILL EXCEEDS 20 FEET. SHOP DRAWING TO BE SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE COMMONWEALTH OF VIRGINIA AND SUBMITTED TO WW ASSOCIATES FOR REVIEW AND APPROVAL. 480 480 c _0----------__ 470 470 460460 _ 450 450 CONCRETE CRADLE DETAIL NTS oD+s^ \ 12" MINIMUM � \ DENSELY COMP ACTEDIt BACKFILL O \ a Y4 ' \ . a f'-, OD .. Y4 ID \� PLAIN OR O OD= OUTSIDE DIAMETER NCRETER 2000 EINFORCED PSII ID= INSIDE DIAMETER MINIMUM —CRADLE DESIGNED PER SPECIFICATIONS DIA OD PROVIDED IN THE AMERICAN CONCRETE PIPE DESIGN MANUALASSOCIATION 2000.CRETE FIGUREI BE 14 42" 52Y2" IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1"= 10' HORZ: 1 " = 50' 440 440 PROP I 430 430 A I QQI F prpr 420 420 410 410 400 400 _- _ o� o -. -- -- - 460 460 460 - 460 460 - - z oo _ w_= Lu460 O D co o co V) - 0 O - — mm ELI 450 450 450 450 450 450 In c!1_ U m K' _ F= m _ cn0� w 440 440 440- 0 440 440 440 -- 430 430 430 430 430 PROP- GRADE 430 1 __ p / p - 420 420 420 Tr 420 420 420 4 1 1 » LF — -- - » 410 100, 410 410 410 410 410 » - 400400 400 400 400 400 (714 390 390 390 390 390 390 p 0--- - cn d - NLn Na fn ` C7 T N 00 (D N Z N Z N Z 380 380 380 380 380 380 — 00 -4a Lu 71 771 -_ w _ 717, ED 0 — m L0 O — — 00 O 00 O 00 O — - O — — ids N n O 00 LO 00 _ _ �- -- l() 1f) c\I -- O r — — — O — — 1 ADDRESSED COUNTY COMMENTS CR 91110 6 TH of , ° j� ,�AV I V Z U DAVID M. JENSEN 9 � No. 11t 84 VIA ww b % �1 S'IO E� NALsan� 1= = ENGiNEERs SURVEYORS , PLANNERS ASSOCIATES PO Box 4119 1402 Chmenbde<Plae Lynobbm-g, VA 24502 Chedottesv,71e.VA229D1 Phone: 434.316.6080 Phone: .984.2700 DESIGNED BY: DMJ PROJECT: BELVEDERE BLVD -PHASE 1 ROAD & DRAINAGE IMPROVEMENTS A STONEHAUS DEVELOPMENT REVISION NUMBER: 4 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 3 ADDRESSED COUNTY VDOT COMMENTS CR 21910 7 DRAWN BY: DSe 4 ADDRESSED VDOT COMMENTS JJK 3114107 DRAWING NUMBER: C— 15 TITLE: STORM DRAIN PLAN AND PROFILE REVIEWED BY. HFW _ SHEET NUMBER: 1 7 of 23 WWA NUMBER: 205164.04 FILE NAME. 516404C—C15.dwg SCALE: H: 1 =50 »= V: 1 =10 DATE. 6-14-06 NO. REVISION BY DATE NO. REVISION BY DATE a� 0 L_ 1Z 0 V) T F ►-1 i i 490 490 490 490 470 470 - O O �O O N r 0 r 0 NOTE CC)_ _SAF-P.Y SLABS -1) ARE 480 480 480 480 460 46 — —' . N O N O1C 470 470 470 470 450 450 0 - - -- U bi — > -- Ex 777\ Z - 460 Ilk 460 460 460 440 440 WILE ff n O n 0 450 450 450 450 430 430 - - } - -- - 1 - , 0 15 RGP GLII 440 440440 E90 440 420 420 0 1 1 - 0 CLIH 430 o a 430 430 430 410 410 �- ' » Rep 420 LG 420 420 420 400 400 o — 00 -- Lu - " + In tij RCP '4 r r 0 N r r Lt} LO 0 0 CID Ln Q co LO 0 410 a) 410 410 410 390 390 WE GHT DENSITY-- 4i 0)0— In r Ii elf - -- -- X r - - - - - - - -- -- - _ _ z F--- - 0 -- --- -ev --- - --- - ----- — -- 11 400 O00 -- LF) O— OO O O OO— 400 400 400 380 380 OO-— 00 O_ - o r r o _10 r o 0 0 0 - 460 460 460 460 460 tz co ao 00 0 — °) `n "' � 1r) � n J J o0 J J J V - J Cn 450PROP -- o o I 450 450 _ 450 - 450 -- o -- - GRADE - - - - - III - -- -11 440 440 440 — - - — -- RCP C111 » -- >, 440 RGP Rep 430 430 430 430 430 0 - o — - - - 4TROLLED F" 420 420 420 420 420 PER ASTIVI D- 3 - RCP MRAPACTM DRY WEIGH! )ENSITY' 410 410 410 410 410 — L _co o DRY WEIGIiT DENSITY 400 400 400 — 400 o — 400 EX GRADE -1— — m GRAPHIe SCALE MUST BE -SEb-- - Ld o 390 VERT: 1 ON 390 390 390 390 U - - - _ - - --_._ __ ---------- --------- __-- ------------------------ -_---___--------- ------------------- - _-__-------- ------------- ------ - ----- -----n-�--- --------- a) O N r7 (0 Co 0O — — r — — N O _ ---- 380 n • 380 380 380 r 380 N 0004 • - H H I- I� 00 ^ _ OH D ° c0 _ r �- Z _ > Z Z N — - Nt— — — p — - `� Z CO Cfl -- v Z Z Z CO Z Z Z — — - — — — — — r — — 370 370 370 370 370 - - - -- --- - ---- Z - - _ _ - - - 1 ADDRESSED COUNTY COMMENTS CR 91110 6 rHt*0"7,*x_1'6 j.�, ff DAVID M. JENSEN ♦ o. 114 4,� 7 w / � ANAL ko*** � ENGINEERS SURVEYORS , PLANNERS 1�SSOCIATES POSox4119 1402 Greenbrier PlaceSHEET Lynchbm8,VA24502 cnsrlvffsille,VA22901 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY. PROJECT: BELVEDERE BLVD -PHASE ROAD &� DRAINAGE IMPROVEMENTS A STONEHAUS DEVELOPMENT REVISION NUMBER 5 2 ADDRESSED COUNTY VDOT COMMENTS CR 10 26 06 3 ADDRESSED COUNTY VDOT COMMENTS CR 21910 7 DRAWN BY: DSB DRAWING NUMBER: — 7 4 ADDRESSED COE COMMENTS JJK 212 6 07 TITLE: STORM DRAIN PROFILES 5 ADDRESSED VDOT COMMENTS JJK 3 14 07 REVIEWED BY: H� NUMBER: J (] of 23 WWA NUMBER. 205164.04 FILE NAME: 516404C—C 16. d wg SCALE: H: 1"=50' �. 1 »=10, DATE:1Q 6-14-06 N0. REVISION BY DATE NO. REVISION BY DATE 480 480 530 530 00 O N 470m 470 520 520 m-6 m _ m m UL 460 460 450 510 500 510 500 EX GRAUL-i - - 450 PROP GRAL) 490 440 440 490 18" RCP TO FR 430 430 480 480 420 410 .. CD r r00 r — r 400 00 -— _ p 6.- _ O 490 480 —Vblo 470 N N 1— LL_ m 460 — �� 450 5" RCP 440 430 I-0h,11DACTED TD 420 r 000 of 410 -- - O r - — - 490 480 470ET 460 45011 440 430 420 410 c0 — r Q - m 7T_ 77- — r-irlirlP G AIDE — FX ,. u_ r —> e — -0-4 — o r o o — - Lu r r11)-71 — ' o `� o 00 71 p— r O 490 480 470 -- 460 450 440 430 420 410 500 490 m — E 480 —PROP GRADE IMP 470 TO D -- »RCP 460 _ r _ 450 CD — 00 440 — O 430 420 420 410 m 400 11 r j----.. r� 500 SE 490 — DF 480 470 460 450 440 430 420 - 470 460 CD I 00 iDmim 450 --- --... _ --cel- - I - O— 00— O IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 5 0' 0 50' HORZ: 1 " = 50' N OTE: SAFETY SLABS (SL -1) ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. -. ....-_.--_. 530 520 510 500 490 480 470 460 450 11 0 m T - af co — — CD 00 0 _ r uj Lu �O— 530 520 510 500 - 490 480 470 460 450 530 520 510 500 490 480 470 460 450 co Pf) cq - 0--- r70 N o0 Q) O Q L - m 0° — » 34. Lq 00 N 14 _ — 0— 00010 — — 470 4 450 530 520 510 — 500 - 4 20 4 80 470 460 450 77 rn r ADDRESSED COUNTY COMMENTS CR 911106 Tx of vj l �• v C . DAVID \ M. JENSEN � ,4 No. 11484 �O S ` 1� C �s10NAL _ -= ENGINEERS , SURVEYORS PLANNERS ASSOCIATES PO sox 4119 1402 Greenbrier Plwe Lyn�bb,�,VA24502 cnarle�;ne,VA22901 Phone: 434.316.6080 Phone: 434.984.2700H' www,wwanomtes.net DESIGNED BY: DW PROJECT: BELVEDERE BLVD—PHASE 7 ROAD & DRAINAGE IMPROVEMENTS A STONEHAUS DEVELOPMENT — TOLE: STORM DRAIN PROFILES REVISION NUMBEF 5 1 2 DRESSED COUNTY VDOT COMMENTS AD_. CR 10126106 DRAWN BY: DSe 3 ADDRESSED COUNTY VDOT COMMENTS CR 2 9 07 DRAWING NUMBEF C-17 4 ADDRESSED COE COMMENTS JJK 2126107 REVIEWED BY: HFW 5 ADDRESSED VDOT COMMENTS JJK 3114107 WWA NUMBER: 205164.04 FILE NAME: SCALE: DATE: " ' 15o 516404C—Cl7.dw » , 6-14-06 9 V. 1 =10 SHEET NUMBER: i 9 of 23 NO. REVISION BY DATE NO. REVISION BY DATE a� 0 L_ d - C) Co U rn 3 00 U U O 't r— / rn 0 c .o L �yy SCJ a 0 of It O c0 O N rn 3 -0 W V) Q 2 0- :� 0 m- Eam 0 L 1 r•7 [� CIl�1� I�C�lL�L1�1 c0 0 1 ADDRESSED COUNTY COMMENTS i 2 ADDRESSED COUNTY VDOT COMMENTS 3 ADDRESSED COUNTY Z VDOT COMMENTS 4 ADDRESSED VDOT COMMENTS m c0 O N N0. REVISION CR 91110 6 CR 10 26 06 CR 219107 JJK 3/14/07 BY I DATE 1 NO. REVISION BY I DATE IF THIS DRAWING IS A REDUCTION G�APHIC SCALE MUST BE USID VERT: 1 » = 10' 0' 0 5C' HORZ: 1 " = 50' NOTE: SAFETY SLABS (SL -1) ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. mm.111111`21MEM 1 1 IIIAI 1 1 1 ""' "!"•' Ly! IV.✓J/e it 1 1 •1 1 •1 1 .1l1�1111.11� IC�iI�FiC�F� - If�ri��r•1-Ifit•I�Vtt�i�� -Its ranks am .IFZ»�LJ�L7 IG�L\�4C:1� 11r�1�G�i� IGS mV lid\�IlI-i�1� •1�■1■Q� Im�1�0� �• � 530 530 550 550 530 — - 520 520 520 540 520 — 00 N —.— --- O 510 510 510 510 510 if if LU if M 0) O ja- - --- - 500 77 500 500 500 520 520 OD U Lf 1 - - o 490 490 -- -e - - --0 - - PRO _ - - - - - - - - -- — - - --- --- -- - --- -- EX GRA 480 PROP GRADE 4RO 480480 480 500RCP 52.00LF -- UG 0 LI 4708 470 ,+ 470 00 LF - Z_ I» 165.!)7 LF 15" RCP CL CLIII Ali_ 15" RCP CLIII 460 460 460 460 O W 15" RCP CL111 1 -- _ or.0 n 0, I Ln O Co 9j 450 W N r7 450 450 450 470 1 00 J [if450 Ci ~ � If _UU O — c0 —_ co c0 O r7 — — — N O cf O O co c0 _ 71 0 11 r0 O n — O— O O O O -- O O O O 0 0 10 O --- LID c0 0 1 ADDRESSED COUNTY COMMENTS i 2 ADDRESSED COUNTY VDOT COMMENTS 3 ADDRESSED COUNTY Z VDOT COMMENTS 4 ADDRESSED VDOT COMMENTS m c0 O N N0. REVISION CR 91110 6 CR 10 26 06 CR 219107 JJK 3/14/07 BY I DATE 1 NO. REVISION BY I DATE IF THIS DRAWING IS A REDUCTION G�APHIC SCALE MUST BE USID VERT: 1 » = 10' 0' 0 5C' HORZ: 1 " = 50' NOTE: SAFETY SLABS (SL -1) ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. mm.111111`21MEM 1 1 IIIAI 1 1 1 ""' "!"•' Ly! IV.✓J/e it 1 1 •1 1 •1 1 .1l1�1111.11� IC�iI�FiC�F� - If�ri��r•1-Ifit•I�Vtt�i�� -Its ranks am .IFZ»�LJ�L7 IG�L\�4C:1� 11r�1�G�i� IGS mV lid\�IlI-i�1� •1�■1■Q� Im�1�0� �• � DESIGNEDM J. PROJECT: BELVEDERE BLVD -PHASE 1 REVISION NUMBER: THOF� • }1 I = ENGINEERS DRAWN BY: SURVEYORS DSB ROAD & DRAINAGE IMPROVEMENTS 4 SA STONEHAUS DEVELOPMENT DRAWING NUMBER: - - v DAVID M. JENSEN PLANNERS TITLE. REVIEWED BY: STORM DRAIN PROFILES C— 18 No. 11484 �,j S ASSOCIATES HFW / PO Box 4119 1402 Greenbrier Place SHEET NUMBER: O'�' I �� {� Lynchburg, VA 24502 Owlonewdle,VA22901 ✓VWA NUMBER: FILE NAME: SCALE: DATE: �ssI0NAL S Phone: 434.316.6080 Phone: 434.984.2700 205164.04 516404C—C 18.dwg H= 1"-50' 20 of 23 V. 1 =10 6-14-06 --_ www.wwassociates.net 530 530 550 550 — - 520 520 540 540 — 510 510 530 530 0) O ja- - --- - 500 500 520 520 OD U Lf 1 - 490 -_ 490 510 510 --- --- -- - --- -- EX GRA 480480 500RCP GRADE - 470 470 490 490 165.!)7 LF 15" RCP CL CLIII 15" RCP CLIII 460 460 48014 480 W 15" RCP CL111 1 Uf- - ---- - - - r� to - - c9 - LO z O N r7 450 u r, 450 470 1 00 J ~ � - - - F— — — — 71 — O— O O O O -- O --- LID --- — O ra 0 O O — — DESIGNEDM J. PROJECT: BELVEDERE BLVD -PHASE 1 REVISION NUMBER: THOF� • }1 I = ENGINEERS DRAWN BY: SURVEYORS DSB ROAD & DRAINAGE IMPROVEMENTS 4 SA STONEHAUS DEVELOPMENT DRAWING NUMBER: - - v DAVID M. JENSEN PLANNERS TITLE. REVIEWED BY: STORM DRAIN PROFILES C— 18 No. 11484 �,j S ASSOCIATES HFW / PO Box 4119 1402 Greenbrier Place SHEET NUMBER: O'�' I �� {� Lynchburg, VA 24502 Owlonewdle,VA22901 ✓VWA NUMBER: FILE NAME: SCALE: DATE: �ssI0NAL S Phone: 434.316.6080 Phone: 434.984.2700 205164.04 516404C—C 18.dwg H= 1"-50' 20 of 23 V. 1 =10 6-14-06 --_ www.wwassociates.net a) CL E 0 U 0 In rn I U / 3 I v i rn T U I U O CD n / N v i_ v d v v 0 X O 4 CD t1-) O N 3 W Q 2 O_ LO O N `m CD Ln O N / Project: Belvedere Blvd WWA Project Number: 205164.04 By: JJK Date: March 12, 2007 Stormwater Inlet Computations W� FNCINFERS SURVEYORS PLANNERS ASSOCIATES INLET CURB INLETS ON GRADE CURB SAG INLETS ONLY Tc 12 (in/hr) Q2 (cfs) Slope c C rA a10i m C M 6 i..) V L C V `m > Z. m U Ci w o u. ® t7 d m CL C i 2'' N CL O m vyi O J E a (n a f6 a N z �i 7+' :7 t N Q G m rn U) V 7 V X 0 N C o 3 , d m o W _ M o c w O L_ m as -ma -0 m $ ' N t0 II O w 3 +' X u w o w :�. 0) Cw c H J J V o .ea W Q a v T d jE 2 W "- v :: a V C C f _ > C Z` U a CJ C 0 a° °' w a C D Q -z C iti CL O is = ~ t = 9 4= pNp, V t6 CL y H +L+ Im a p 2 Cr m N 7 V F W 6 J 07 W M QF (7 v REMARKS W r2 Z W J w J E m d C y D50 DI -7 0.24 KIRPICH METHOD 0.86 0.35 0.30 6.70 2.02 AREA LENGTH AVG AVG 2.02 0.55 1.53 0.032 5.00 5.70 4.80 0.010 2.0 1 2.0 12.0 Grass 0.70 0.105 3.00 1.07 6.81 5.73 1.17 1.33 Velocity OK Depth OK 1501 1513 5.53 12.07 46.95 9.501 0.73 31-091 5.001 8.00 6.53 0.28 TYPE I D-49 DI3CC 6.0 65+OOR 0.07 0.90 0.06 4.00 0.25 011 150 0.05 0.25 0.001 0.020 4.49 2.00 6.22 24.16 0.55 62 911 82.63 231.6 0.025 FROM TO DRAIN OFF 27.8 CA TIME FALL 0.11 0.46 0.24 5.50 -0.60 DIA Sag Inlet D-48 DI3CC 6.0 63+3OR 0.07 0.90 0.06 4.00 0.25 COEF 0.25 0.001 0.020 4.49 2.00 D-20 0.17 .66 0.11 0.88 n (FULL) (FULL) 476.56 REMARKS ELEVATIONS (H) 15 0.11 0.46 0.24 5.50 -0.60 ACCUM- Sag Inlet D�7 DI -7 UPPER LOWER 0.86 0.35 0.30 6.70 2.02 FPS 2.02 34.0 0.032 FT 0.013 15.4 12.6 ACRES C MENT ULATED D-20 D-19 0.20 END END 1.20 6.16 6.30 7.57 469.58 8.00 293.6 0.28 TYPE I D-46 DI -3C 6.0 61+40L 0.34 0.78 0.27 4.00 1.06 8 1.06 0.001 0.020 5.46 2.00 14 15 16 17 18 19 20 21 22 D -25A D-25 0.56 .66 0.16 0.46 0.35 8.00 3.61 438.18 Sag Inlet D-45 DI-3CC 6.0 61+40R 0.22 0.78 0.17 4.00 0.69 5.57 0.69 0.001 0.020 0.10 2.00 0.07 0.05 5.00 6.67 1 0.3 438.18 437.77 41.00 0.010 15 0.013 6.5 5.3 0.15 0.46 0.33 7.50 1.54 D-25 Sag Inlet D-44 DI3BB 6.0 62+50R 0.04 0.72 0.03 4.00 0.12 0.00 0.12 0.034 0.020 1.03 2.00 1.95 0.083 4.15 1.01 0.29 0.15 0.17 3.19 1.88 0.09 1.00 0.12 0.00 1.0 437.60 437.19 40.86 0.010 15 Grade Inlet D-43 DI3BB 6.0 62+80R 0.06 0.72 0.04 4.00 0.17 0.00 0.17 0.034 0.020 1.19 2.00 1.68 0.083 4.15 1.01 0.29 0.15 0.17 3.78 1.59 0.10 1.00 0.17 0.00 D 17 D -17B D-1 8A 0.19 .66 0.13 Grade Inlet D-41 DI -3B 8.0 58+18L 0.15 0.78 0.12 4.00 0.47 0.00 0.47 0.040 0.020 1.68 2.00 1.19 0.083 4.15 1.00 0.29 0.15 0.17 6.05 1.32 0.14 1.00 0.47 0.00 0.055 18 0.013 24.7 14.0 1.6 1 Grade Inlet D-40 DI -31313 6.0 58+18R 0.14 0.78 0.11 4.00 0.44 0.00 0.44 0.040 0.020 1.64 2.00 1.22 0.083 4.15 1.00 0.29 0.15 0.17 5.87 1.02 0.14 1.00 0.44 0.00 - - 2.91 5.58 6.48 18.8 Grade Inlet D-39 DI -3B 8.0 57+30R 0.25 0.78 0.20 4.00 0.78 0.00 0.78 0.040 0.020 2.13 2.00 0.94 0.083 4.15 1.00 0.29 0.15 0.17 7.50 1.07 0.17 1.00 0.78 0.00 0.12 .72 0.09 0.16 5.11 6.63 Grade Inlet D38 DI3B 6.0 57+30R 0.07 0.90 0.06 4.00 0.25 0.00 0.25 0.040 0.020 1.33 2.00 1.50 0.083 4.15 1.00 0.29 0.15 0.17 4.66 1.29 0.11 1.00 0.25 0.00 4.99 122.6 428.00 410.86 175.8 0.097 Grade Inlet D38A DI3BB 8.0 56+69R 0.39 0.54 0.21 4.00 0.84 0.00 0.84 0.040 0.020 2.38 2.00 0.84 0.083 4.15 1.00 0.29 0.15 0.17 7.75 1.03 0.17 1.00 0.84 0.00 26.93 D-16 12.0 471.00 1 84.0 Grade inlet D37 L DI -3C 6.0 54+25L 0.03 0.78 0.02 4.00 0.08 0.08 0.001 0.020 2.00 0.10 0.46 0.22 5.00 2.53 Sag Inlet D37 R DI -3C 6.0 54+25L 0.03 0.78 0.02 4.00 0.08 0.08 0.001 0.020 2.00 0.10 0.46 0.22 5.00 -2.53 Sag Inlet D37A DI -3B 6.0 54+55 0.30 0.78 0.23 4.00 0.94 0.00 0.94 0.010 0.020 5.02 2.00 0.40 0.083 4.15 0.89 0.29 0.15 0.15 5.68 1.06 0.23 1.00 0.94 0.00 Grade Inlet 036 L DI3CC 6.0 54+25R 0.03 0.78 0.02 4.00 0.06 0.08 0.001 0.020 2.00 0.10 0.46 0.22 5.00 -2.53 Sag Inlet D36 R DI3CC 6.0 54+25R 0.03 0.78 O.D2 4.00 0.08 0.08 0.001 0.020 2.00 0.10 0.46 0.22 5.00 2.53 Sag Inlet D36A DI -313 6.0 54+55R 0.14 0.78 0.11 4.00 0.44 0.00 0.44 0.010 0.020 2.50 2.00 0.80 0.083 4.15 1.00 0.29 0.15 0.17 3.88 1.55 0.18 1.00 0.44 0.00 Grade Inlet D-35 DI -3B 6.0 48+90L 0.10 0.72 0.07 4.00 0.29 0.00 0.29 0.031 0.020 1.47 2.00 1.36 0.083 4.15 1.00 0.29 0.15 0.17 4.57 1.31 0.12 1.00 0.29 0.00 Grade Inlet D34 DI3BB 6.0 49+OOR 0.12 0.72 0.09 4.00 0.35 0.00 0.35 0.031 0.020 1.57 2.00 1.27 0.083 4.15 1.00 0.29 0.15 0.17 4.93 1.22 0.13 1.00 0.35 0.00 Grade Inlet D-33 DI -3B 12.0 52+90L 0.68 0.78 0.53 4.00 2.12 0.00 2.12 0.031 0.020 5.91 2.00 0.34 0.083 4.15 0.83 0.29 0.15 0.14 11.68 1.03 0.24 1.00 2.12 0.00 Grade Inlet D32 DI-3BB 10.0 52+90R 0.29 0.78 0.23 4.00 0.90 0.00 0.90 0.050 0.020 2.25 2.00 0.89 0.083 4.15 1.00 0.29 0.15 0.17 8.53 1.17 0.17 1.00 0.90 0.00 Grade Inlet D-29 DI -3B 8.0 41+35L 0.10 0.66 0.07 4.00 0.26 0.00 0.26 0.050 0.020 3.16 2.00 0.63 0.020 1.00 0.93 0.17 0.08 0.10 7.00 1.14 0.06 1.00 0.26 0.00 Grade Inlet D-28 DI -38 8.0 40+40L 0.09 0.66 0.06 4.00 0.24 0.00 0.24 0.050 0.020 3.04 2.00 0.66 0.020 1.00 0.95 0.17 0.08 0.10 6.65 1.20 0.06 1.00 0.24 0.00 Grade Inlet D-27 DI3BB 10.0 37+25L 0.15 0.72 0.11 4.00 0.43 0.00 0.43 0.050 0.020 3.80 2.00 0.53 0.020 1.00 0.87 0.17 0.08 0.09 8.92 1.12 0.08 1.00 0.43 0.00 Grade Inlet D -27A DI -7 0.89 0.30 0.27 6.67 1.78 1.07 0.025 8.00 0.24 TYPE[ D-26 DI -3B 8.0 35+15L 0.11 0.72 0.08 4.00 0.32 0.00 0.32 0.050 0.020 3.38 2.00 0.59 0.020 1.00 0.91 0.17 0.08 0.10 7.65 1.05 0.07 1.00 0.32 0.00 Grade Inlet D-25 L DI -3C 8.0 32+30L 0.03 0.52 0.01 4.00 0.05 0.05 0.001 0.020 0.06 0.46 0.13 3.00 1.54 Sag Inlet D-25 R DI -3C 8.0 32+30L 0.03 0.52 0.01 4.00 0.05 0.05 0.001 0.020 0.06 0.46 0.13 3.00 1.54 Sag Inlet D -25A DI -3B 12.0 32+OOL 0.54 0.52 0.28 4.00 1.12 0.00 1.12 0.020 0.020 6.46 2.00 0.31 0.020 1.00 0.63 0.17 0.08 0.07 11.70 1.03 0.13 1.00 1.12 0.00 Grade Inlet D -25B D13B 6.0 32+60L 0.10 0.52 0.05 4.00 0.21 0.00 0.21 0.020 0.020 3.43 2.00 0.58 0.020 1.00 0.91 0.17 0.08 0.10 4.88 1.23 0.07 1.00 0.21 0.00 Grade Inlet D-24 DI -3B 8.0 46+04L 0.14 0.60 0.08 4.00 0.34 0.00 0.34 0.031 0.020 3.78 2.00 0.53 0.020 1.00 0.87 0.17 0.08 0.09 6.95 1.15 0.08 1.00 0.34 0.00 Grade Inlet D-23 DI -38B 8.0 46+04R 0.15 0.60 0.09 4.00 0.36 0.00 0.36 0.031 0.020 3.88 2.00 0.51 0.020 1.00 0.86 0.17 0.08 0.09 7.19 1.11 0.08 1.00 0.36 0.00 Grade Inlet D -22A DI3BB 8.0 43+90L 0.13 0.66 0.09 4.00 0.34 0.00 0.34 0.050 0.020 3.49 2.00 0.57 0.020 1.00 0.90 0.17 0.08 0.09 7.95 1.01 0.07 1.00 0.34 0.00 Grade Inlet D -22B DI -313 12.0 0.24 0.72 0.17 4.00 0.69 0.00 0.69 0.031 0.020 4.96 2.00 0.40 0.020 1.00 0.75 0.17 0.08 0.08 10.07 1.19 0.10 1.00 0.69 0.00 Grade Inlet D-22 DI3BB 10.0 43+90L 0.15 0.66 0.10 4.00 0.40 0.00 0.40 0.050 0.020 3.68 2.00 0.54 0.020 1.00 0.88 0.17 0.08 0.09 8.54 1.17 0.07 1.00 OAO 0.00 Grade Inlet D-21 DI -3B 10.0 41+35R 0.17 0.66 0.11 4.00 0.45 0.00 0.45 0.050 0.020 3.86 1.00 0.26 0.020 1.00 0.55 0.17 0.17 0.11 8.06 1.24 0.08 1.00 0.45 0.00 Grade Inlet D-20 DI3BB 10.0 40+40R 0.20 0.60 0.12 4.00 0.48 0.00 0.48 0.050 0.020 3.95 1.00 0.25 0.020 1.00 0.54 0.17 0.17 0.11 8.37 1.19 0.08 1.00 0.48 0.00 Grade Inlet D-19 DI3BB 10.0 37+25R 0.23 0.60 0.14 4.00 0.55 0.00 0.55 0.050 0.020 4.17 1.00 0.24 0.020 1.00 0.52tO.17 0.17 0.11 9.06 1.10 0.08 1.00 0.55 0.00 Grade Inlet D-18 DI -313 10.0 35+15R 0.16 0.66 0.11 4.00 0.42 0.00 0.42 0.050 0.020 3.77 1.00 0.27 0.020 1.00 0.56 0.17 0.17 0.11 7.79 1.28 0.08 1.00 0.42 0.00 Grade Inlet D-17 L DI3CC 6.0 32+30R 0.04 0.66 0.02 4.00 0.09 0.09 0.001 0.020 0.08 0.46 0.17 4.00 1.78 Sag Inlet D-17 R DI3CC 6.0 32+3OR 0.04 0.66 0.02 4.00 0.09 0.09 0.001 0.020 0.08 0.46 0.17 4.00 1.78 Sag Inlet D -17A D13B 10.0 32+OOR 0.23 0.66 0.15 4.00 0.61 0.00 0.61 0.020 0.020 5.13 1.00 0.20 0.020 1.00 0.44 0.17 0.17 0.09 7.76 1.29 0.10 1.00 0.61 0.00 Grade Inlet D -16A2 DI -38 8.0 35+15R 0.19 0.66 0.13 4.00 0.50 0.00 0.50 0.020 0.020 4.77 1.00 0.21 0.020 1.00 0.47 0.17 0.17 0.10 6.96 1.15 0.10 1.00 0.50 0.00 Grade Inlet •EX.#2 EW -1 35.40 0.55 19.47 4.99 97.16 97.16 EX. ENDWALL D -16D DI -7 1.11 0.35 0.39 6.70 2.60 2.60 0.330 8.00 0.28 TYPE I D-14 DI -38 12.0 19+10L 0.21 0.54 0.11 4.00 0.45 0.00 0.45 0.080 0.020 3.54 1.00 0.28 0.020 1.00 0.59 0.17 0.17 0.12 9.04 1.33 0.07 1.00 0.45 0.00 Grade Inlet D-13 0136 10.0 20+80L 0.23 0.48 0.11 4.00 0.44 0.00 0.44 0.040 0.020 4.00 1.00 0.25 0.020 1.00 0.54 0.17 0.17 0.11 7.59 1.32 0.08 1.00 0.44 0.00 Grade Inlet D-12 L DISC 6.0 22+90L 0.07 0.60 0.04 4.00 0.16 0.16 0.001 0.020 0.10 0.46 0.22 5.00 2.14 Sag Inlet D-12 R DI -3C 6.0 22+901_ 0.07 0.60 0.04 4.00 0.16 0.16 0.001 0.020 0.10 0.46 0.22 5.00 2.14 Sag Inlet D -12A DI -3B 10.0 20+501_ 0.25 0.60 0.15 4.00 0.60 0.00 0.60 0.020 0.020 5.10 1.00 0.20 0.020 1.00 0.44 0.17 0.17 0.09 7.71 1.30 0.10 1.00 0.60 0.00 Grade Inlet D -12B DI -3B 8.0 21+1OL 0.21 0.60 0.13 4.00 0.50 0.00 0.50 0.020 0.020 4.78 1.00 0.21 0.020 1.00 0.47 0.17 0.17 0.10 6.98 1.15 0.10 1.00 0.50 0.00 Grade Inlet D-11 DI -7 24.16 0.55 13.29 6.67 88.63 88.63 0.120__+ 8.00 0.28 TYPE 1 D-10 DI3BB 12.0 26+05L 0.43 0.48 0.21 4.00 0.83 0.00 0.83 0.025 0.020 5.52 1.00 0.18 0.020 1.00 0.41 0.17 0.17 0.09 9.71 1.24 0.11 1.00 0.83 O.DO Grade Inlet D-9 DI3BB 10.0 26+05R 0.35 0.54 0.19 4.00 0.76 0.00 0.76 0.025 0.020 5.34 1.00 0.19 0.020 1.00 0.43 0.17 0.17 0.09 9.24 1.08 0.11 1.00 0.76 0.00 Grade Inlet D-8 DI -3B 12.0 16+80L 0.21 0.66 0.14 4.00 0.55 0.00 0.55 0.063 0.020 4.00 1.00 0.25 0.020 1.00 0.54 0.17 0.17 0.11 9.56 1.26 0.08 1.00 0.55 0.00 Grade Inlet D-7 DI -3B 10.0 16+80R 0.17 0.72 0.12 4.00 0.49 0.00 0.49 0.063 0.020 3.82 1.00 0.26 0.020 1.00 0.56 0.17 0.17 0.11 8.91 1.12 0.08 1.00 0.49 0.00 Grade Inlet D-6 DI -3B 14.0 19+1OR 0.42 0.42 0.18 4.00 0.71 0.00 0.71 0.080 0.020 4.18 1.00 0.24 0.020 1.00 0.52 0.17 0.17 0.11 11.58 1.210.08 1.00 0.71 0.00 Grade Inlet D-6 013B 10.0 20+80R 0.24 0.48 0.12 4.00 0.46 0.00 0.46 0.040 0.020 4.06 1.00 0.25 0.020 1.00 0.53 0.17 0.17 0.11 7.77 1.29 0.08 1.00 0.46 0.00 Grade Inlet D -4L DI3CC 6.D 22+9OR 0.03 0.66 0.02 4.00 0.08 0.08 0.001 0.020 0.08 0.46 0.17 4.00 1 1.52 Sag Inlet D-4 R DI3CC 6.0 22+90R 0.03 0.66 0.02 4.00 0.08 0.08 0.001 0.020 0.08 0.46 0.17 4.00 1.52 Sag Inlet D -4A DI -313 8.0 21+1 OR 0.13 0.66 0.09 4.00 0.34 0.00 0.34 0.020 0.020 4.14 1.00 0.24 0.020 1.00 0.52 0.17 0.17 0.11 5.62 1.42 0.08 1.00 0.34 0.00 Grade Inlet D -4B DI -3B 10.0 20+50R 0.24 0.66 0.16 4.00 0.63 0.00 0.63 0.020 0.020 5.21 1.00 0.19 0.020 1.00 0.43 0.17 0.17 0.09 7.95 1.26 0.10 1.00 0.63 0.00 Grade Inlet EX -1 DI -7 1.88 0.55 1.03 6.70 6.93 1 6.93 0.010 8.00 0.28 TYPE -(,ALUULA JUNG IVIAUC U2)11'0� IUU-TR HNICIVJIIT Open Channel Design Worksheet Project: BELVEDERE BOULEVARD WWA Project Number: 205164.04 By: CR Date: 2/9/2007 ENGINEERS SURVEYORS PLANNENL'RS ASSOCIATES 1 L 1 1 Zi Z2 b Notes: 1. Bare Earth: n = 0.022, max velocity as per VA E&S Handbook, p. V-140. If 2 -year velocity > max, EC -2 lining is required at a minimum. If 2 -year velocity < max, ditch lining material is grass. 2. EC -2 = 4 fps max, n = 0.05. If 2 -year velocity > 4 fps verify adequacy of channel with fully established grass lining. If grass lining is not adequate, check EC -3 as a lining material. 3. V2 x R2 is used to determine Manning's n for grass lined channels as per VA E&S Handbook, p. V-112 (retardance C). 4. EC -3 Type A = 7 fps max, n = 0.05 5. EC -3 Type B = 10 fps max, n = 0.05 6. Riprap Lining > 10 fps, stone selection from VA E&S Hanbook p. V-114, n = 0.0395(dso)116 from E & S Handbook pg. V-101. 7. Concrete > 10 fps - 20 fps max, n = 0.013 1 ADDRESSED COUNTY COMMENTS Incremental c A Tc 12 (in/hr) Q2 (cfs) Slope Channel Geometry Liner V2 x R2 n Allowable Velocity 2 -Year Velocity Ile (in/hr) Qto (cfs) 10 -Year Maximum Channel Remarks Segment ID Incremental c Drainage BY: JJK (min) D-23 D-22 (f) ADDRESSED COE COMMENTS Material 2126107 (fps) (fps) DISTRICT 498.67 Depth (ft) Depth (ft) JJK Incremental Accumulated b Z, Z2 DATE: JANUARY 29, 2007 Area (Ac.) 506.80 8.13 D-23 ASSOCIATES SEELYE METHOD 0.24 KIRPICH METHOD DESCRIPTION REGRESSION CONSTANTS FOR VIRGINIA INTENSITY (IN/HR) AVERAGE C VALUE COMPUTATION FLOW (CFS) AREA LENGTH AVG AVG A -A 0.55 1.53 0.84 0.84 5.00 5.70 4.80 0.010 2.0 1 2.0 12.0 Grass 0.70 0.105 3.00 1.07 6.81 5.73 1.17 1.33 Velocity OK Depth OK 1 L 1 1 Zi Z2 b Notes: 1. Bare Earth: n = 0.022, max velocity as per VA E&S Handbook, p. V-140. If 2 -year velocity > max, EC -2 lining is required at a minimum. If 2 -year velocity < max, ditch lining material is grass. 2. EC -2 = 4 fps max, n = 0.05. If 2 -year velocity > 4 fps verify adequacy of channel with fully established grass lining. If grass lining is not adequate, check EC -3 as a lining material. 3. V2 x R2 is used to determine Manning's n for grass lined channels as per VA E&S Handbook, p. V-112 (retardance C). 4. EC -3 Type A = 7 fps max, n = 0.05 5. EC -3 Type B = 10 fps max, n = 0.05 6. Riprap Lining > 10 fps, stone selection from VA E&S Hanbook p. V-114, n = 0.0395(dso)116 from E & S Handbook pg. V-101. 7. Concrete > 10 fps - 20 fps max, n = 0.013 1 ADDRESSED COUNTY COMMENTS CR 911106 RATE OF FLOW COMPUTATIONS 0.08 0.08 1 5.00 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 34.0 0.011 15 1 0.013 3 ADDRESSED COUNTY VDOT COMMENTS CR 21910 7 BY: JJK D-24 D-23 D-22 4 ADDRESSED COE COMMENTS JJK 2126107 5.10 6.63 DISTRICT 498.67 5 ADDRESSED VDOT COMMENTS JJK 3114107 WWA PROJECT #- 205164.04 12.9 DATE: JANUARY 29, 2007 19.0 506.80 8.13 D-23 ASSOCIATES SEELYE METHOD 0.24 KIRPICH METHOD DESCRIPTION REGRESSION CONSTANTS FOR VIRGINIA INTENSITY (IN/HR) AVERAGE C VALUE COMPUTATION FLOW (CFS) AREA LENGTH AVG AVG TIME OF HEIGHT TRAVEL TIME OF TOTAL NO. REVISION BY DATE N0. REVISION BY DATE ���_ ,T14 op ,, v DAVID M. JENSEN No. 11484 `i0/DSI wW, s !ONAL D-24 D-23 STORM SEWER DESIGN RATE OF FLOW COMPUTATIONS 0.08 0.08 1 5.00 6.67 WWA PROJECT NUMBE205164.04 1 499.30 498.92 1 34.0 0.011 15 1 0.013 6.8 ENGINEERS PROJECT: BELVEDERE COMPUTATIONS BY: JJK D-24 D-23 D-22 0.15 .6 im SCRI'LYORS 0.17 5.10 6.63 DISTRICT 498.67 490.75 200.0 0.040 PLANNERS WWA PROJECT #- 205164.04 12.9 DATE: JANUARY 29, 2007 19.0 506.80 8.13 D-23 ASSOCIATES SEELYE METHOD 0.24 KIRPICH METHOD DESCRIPTION REGRESSION CONSTANTS FOR VIRGINIA INTENSITY (IN/HR) AVERAGE C VALUE COMPUTATION FLOW (CFS) AREA LENGTH AVG AVG TIME OF HEIGHT TRAVEL TIME OF TOTAL ALBEMARLE COUNTY 0.013 5.7 SUB AREA 1 SUB AREA 2 TOTAL COMP DESC. STRIP SLOPE "C" FLOW (Tcl) LENGTH FLOW (Tc2) Tc B (10YR) ID (10YR) JE (10YR) B (100YR) D (100YR) E (100YR) 10 YR 100 -YR C1 AREA C2 AREA AREA C 10 -YR 100 -YR DA-EX#2 150 0.03 0.551 6.53 1501 1513 5.53 12.07 46.95 9.501 0.73 31-091 5.001 0.55 4.99 6.53 44.68 0.55 122.58 160.47 GARAGE 150 0.05 0.551 5.93 28 150 0.77 6.70 46.95 9.501 0.731 31.091 5.001 0.55 6.15 8.04 3.05 0.55 10.31 13.48 011 150 0.05 0.55 5.93 120 1886 7.73 13.66 46.95 9.50 0.73 31.09 5.00 0.55 4.74 6.22 24.16 0.55 62 911 82.63 D-24 D-23 STORM SEWER DESIGN .6 0.08 0.08 1 5.00 6.67 WWA PROJECT NUMBE205164.04 1 499.30 498.92 1 34.0 0.011 15 1 0.013 6.8 5.6 1 6.1 COMPUTATIONS 7.50 D-24 D-23 D-22 0.15 .6 COUNTALBEMARLE 0.17 5.10 6.63 DISTRICT 498.67 490.75 200.0 0.040 15 0.013 12.9 10.5 19.0 506.80 8.13 D-23 D -22B D -22A 0.24 .72 DESCRIPTION BELEVEDERE BLVD 5.00 6.67 1.13 485.00 484.02 125.5 0.008 15 0.013 5.7 4.7 26.9 491.00 6.00 D -22B D -22A D-22 0.13 .66 0.09 0.26 SHEET 1 OF 1 483.77 483.48 34.0 0.009 15 0.013 AREA RUN- 7.0 496.62 INLET RAIN RUNOFF INVERT 0.15 .66 0.10 0.53 CAPA- 6.48 FLOW 483.23 477.44 231.6 0.025 FROM TO DRAIN OFF 27.8 CA TIME FALL Q ELEVATIONS 0.40 LENGTH SLOPE DIA MANNING's CITY VEL TIME 476.81 TOP INLET INLET DEPTH INLET No. POINT POINT "A" COEF 6.1 483.40 (TO (I, D-21 D-20 0.17 .66 0.11 0.88 n (FULL) (FULL) 476.56 REMARKS ELEVATIONS (H) 15 0.013 16.4 13.3 8.0 INCRE- ACCUM- MIN IN/HR CFS UPPER LOWER FT FT/FT IN 6.67 CFS FPS SEC 34.0 FT FT 0.013 15.4 12.6 ACRES C MENT ULATED D-20 D-19 0.20 END END 1.20 6.16 6.30 7.57 469.58 454.67 293.6 0.051 15 0.013 14.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 D -25A D-25 0.56 .66 1 0.37 0.37 5.00 6.67 1 .5 438.18 437.77 41.10 0.010 15 0.013 6.5 5.3 7.8 0.013 443.75 5.57 D -25A D -25B D-25 0.10 .66 0.07 0.05 5.00 6.67 1 0.3 438.18 437.77 41.00 0.010 15 0.013 6.5 5.3 7.8 11.6 443.77 5.59 D -25B D-25 D-17 0.05 .66 0.03 0.45 5.13 6.62 3.0 437.57 437.19 34.00 0.011 15 0.013 6.8 5.6 6.1 5.6 443.54 5.97 D-25 D -17A D-17 0.23 .66 0.15 0.15 5.00 6.67 1.0 437.60 437.19 40.86 0.010 15 0.013 6.5 5.3 7.7 1 12.3 1 443.76 6.16 D-1 7A D-17 D-1 7B 0.07 .66 0.05 0.65 5.13 6.62 4.3 436.99 1 436.55 44.10 0.010 15 0.013 1 6.5 5.3 8.4 1 - 443.49 6.50 D 17 D -17B D-1 8A 0.19 .66 0.13 0.77 5.27 6.58 5.1 436.35 435.67 67.73 0.010 15 0.013 6.5 5.3 12.8 1 0.04 443.78 7.43 D-1 7B D -18A D-1 8B - - - 2.91 5.48 6.51 18.9 435.47 434.23 22.56 0.055 18 0.013 24.7 14.0 1.6 1 0.11 445.00 9.53 D-1 8A D -18B D-1 8C - - - 2.91 5.51 6.50 18.9 434.03 422.20 92.00 0.129 18 0.013 37.8 21.4 4.3 0.04 439.41 5.38 D-1 8B D-1 8C D -18D - - - 2.91 5.58 6.48 18.8 422.00 418.50 176.85 0.020 21 0.013 22.4 9.3 19.0 1 0.07 429.09 7.09 D -18C 0.5 498.83 498.44 35.2 0.011 15 0.013 6.8 5.6 6.3 116.2 506.83 8.00 D-35 D-34 D-32 0.12 .72 0.09 0.16 5.11 6.63 D-1 6A D-16 1.11 .35 0.39 0.39 5.00 6.67 2.6 421.72 421.26 36.77 0.013 15 0.013 7.2 5.9 6.2 0.53 425.08 3.36 D -16A EX.#2 D-16 44.68 .55 24.57 24.57 12.07 4.99 122.6 428.00 410.86 175.8 0.097 60 0.013 815.4 41.5 4.2 EX. ENDWALL 428.00 0.00 EX.#2 D-16 D-15 I- - - 24.96 1 12.14 4.98 124.2 409.94 402.00 214.12 0.037 36 0.013 128.8 18.2 11.8 10 -YR + 12" = 48" DIA 436.87 26.93 D-16 D-24 D-23 0.14 1 .6 0.08 0.08 1 5.00 6.67 0.56 1 499.30 498.92 1 34.0 0.011 15 1 0.013 6.8 5.6 1 6.1 506.80 1 7.50 D-24 D-23 D-22 0.15 .6 0.09 0.17 5.10 6.63 1.15 498.67 490.75 200.0 0.040 15 0.013 12.9 10.5 19.0 506.80 8.13 D-23 D -22B D -22A 0.24 .72 0.17 0.17 5.00 6.67 1.13 485.00 484.02 125.5 0.008 15 0.013 5.7 4.7 26.9 491.00 6.00 D -22B D -22A D-22 0.13 .66 0.09 0.26 5.45 6.52 1.67 483.77 483.48 34.0 0.009 15 0.013 6.0 4.9 7.0 496.62 12.85 D -22A D-22 D-21 0.15 .66 0.10 0.53 5.56 6.48 3.43 483.23 477.44 231.6 0.025 15 0.013 10.2 8.3 27.8 496.59 13.36 D-22 D-29 D-21 0.40 .6 0.24 0.24 5.00 1 6.67 1.60 477.19 476.81 34.0 0.011 15 0.013 6.8 5.6 6.1 483.40 6.21 D-29 D-21 D-20 0.17 .66 0.11 0.88 6.03 1 6.34 5.59 476.56 469.78 106.4 0.064 15 0.013 16.4 13.3 8.0 483.41 6.85 D-21 D-28 D-20 0.31 .66 0.20 0.20 5.00 6.67 1.33 471.71 469.78 34.0 0.057 15 0.013 15.4 12.6 2.7 477.70 5.99 D-28 D-20 D-19 0.20 .6 0.12 1.20 6.16 6.30 7.57 469.58 454.67 293.6 0.051 15 0.013 14.6 11.9 24.7 477.68 8.10 D-20 D -27A D-27 0.45 .3 0.14 0.14 5.00 6.67 0.93 453.75 453.00 71.0 0.011 15 0.013 6.7 5.4 13.1 457.00 3.25 D D-27 D-19 0.33 .72 0.24 0.38 5.05 6.65 2.51 452.75 452.37 34.0 0.011 15 0.013 6.8 5.6 6.1 462.14 9.39 -27 D-27 D-19 D-18 0.23 .6 0.14 1.72 6.57 6.18 10.61 451.87 445.26 206.9 0.032 15 0.013 11.6 9.4 21.9 462.14 10.27 D-19 D-26 D-18 0.52 .6 0.31 0.31 1 5.00 1 6.67 2.07 445.26 444.88 34.0 0.011 15 0.013 6.8 5.6 6.1 1 451.23 5.97 D-26 D-18 D -18A 1 0.16 .66 0.11 2.13 1 6.94 1 6.08 13.0 444.63 435.67 156.0 0.057 15 0.013 15.5 1 12.6 1 12.3 1 1 451.23 1 6.60 D-18 *EX.#2 D-16 44.68 .55 24.57 24.57 1 12.07 1 6.53 160.4 428.00 1 410.86 1 175.8 1 0.097 1 60 1 0.013 815.4 1 41.5 1 4.2 EX. ENDWALL 1 428.00 1 0.00 1 *EX.#2 *D-16 D-15 - - - 24.57 1 12.14 1 6.51 160.1 409.94 402.00 1214.12 1 0.037 1 36 1. 0.013 128.8 1 18.2 1 11.8 1 10 -YR + 12" = 48" DIA 1 416.06 1 6.12 1 *D-16 D-50 D-49 0.86 .35 0.30 0.30 1 5.00 6.67 2.0 489.25 488.37 166.0 0.005 15 0.013 4.7 3.8 43.2 469.61 496.75 7.50 D-50 D-49 D-48 0.07 .9 0.06 0.36 5.72 6.43 2.3 488.12 487.25 177.0 0.005 15 0.013 4.5 3.7 47.8 6.63 500.69 12.57 D-49 D-48 D-43 0.07 .9 0.06 0.42 6.52 6.20 2.6 487.00 486.44 52.0 0.011 15 0.013 6.7 5.5 9.5 D -6A 500.69 13.69 D-48 D-47 D-46 0.86 .35 0.30 0.30 5.00 6.67 2.0 493.25 489.29 54.0 0.073 15 0.013 17.5 14.3 3.8 D-6 496.75 3.50 0-47 D-46 D-45 0.34 .78 0.27 0.57 5.06 6.64 3.8 489.14 488.86 53.0 0.005 15 0.013 4.7 3.8 13.8 D-5 496.39 7.25 D-46 D-45 D-44 0.22 .78 0.17 0.74 5.29 6.57 1 4.9 488.36 487.53 164.0 0.005 18 0.013 7.5 4.2 38.7 0.23 496.39 8.03 D-45 D-44 D-43 0.04 .72 0.03 0.77 1 5.94 6.37 1 4.9 487.28 486.12 28.0 0.041 18 0.013 21.4 12.1 2.3 .48 496.95 1 9.67 D-44 D-43 D-42 0.06 .72 0.04 1.23 6.83 6.11 1 7.5 485.83 485.50 48.0 0.007 18 0.013 8.7 4.9 9.7 OUTFALL 496.95 11.12 D-43 D-41 D-40 0.15 .78 0.12 0.12 5.00 6.67 0.8 483.46 482.89 52.0 0.011 15 0.013 6.8 5.5 9.4 0.15 490.01 6.55 D-41 D-40 D-39 0.14 .78 0.11 0.23 5.16 6.61 1.5 482.64 479.46 102.0 0.031 15 0.013 11.4 9.3 10.9 5.00 491.01 8.37 D-40 D-39 D-38 0.25 .78 0.20 0.43 5.34 6.55 2.8 479.21 478.87 63.0 0.005 15 1 0.013 4.8 3.9 16.3 6.62 485.25 6.04 D-39 D-38 D -38A 0.07 .90 0.06 0.49 5.61 6.47 3.2 475.62 475.45 32.9 0.005 15 0.013 4.7 3.8 8.7 103.8 482.84 7.22 D-38 D -38A D -38B 0.39 .54 0.21 0.64 5.75 6.42 4.1 475.20 471.16 40.0 0.101 15 0.013 20.6 16.8 2.4 OUTFALL 487.95 12.75 D -38A D -37A D-37 0.30 .78 0.23 0.23 5.00 6.67 1.5 476.83 476.53 30.0 0.010 15 0.013 6.5 5.3 5.7 419.62 483.44 6.61 D -37A SUBDIVISION D-37 - - - 0.58 5.79 6.59 1 3.8 476.78 476.53 49.36 0.005 15 0.013 4.6 3.8 13.1 MH -1 483.49 6.71 JBIDIVISIC D-37 D-36 0.05 .78 0.04 0.85 6.01 6.34 1 5.4 476.33 473.07 52.0 0.063 1 15 0.013 16.2 13.2 3.9 0.005 483.09 6.76 D-37 D -36A D-36 0.14 .78 0.11 0.11 5.00 6.67 0.7 473.30 473.00 30.0 0.010 1 15 0.013 6.5 5.3 5.7 21 483.38 10.08 D -36A D-36 D-31 0.05 .78 0.04 0.89 6.08 6.33 5.6 472.82 472.40 76.4 0.005 18 0.013 7.8 4.4 17.3 0.013 483.10 10.28 D-36 D-35 D-34 0.10 .72 0.07 0.07 5.00 6.67 0.5 498.83 498.44 35.2 0.011 15 0.013 6.8 5.6 6.3 116.2 506.83 8.00 D-35 D-34 D-32 0.12 .72 0.09 0.16 5.11 6.63 1.0 498.19 1 478.02 1 385.2 0.052 15 0.013 14.8 12.1 31.9 9.3 506.54 8.35 D-34 D-33 D-32 0.68 .78 0.53 0.53 5.00 6.67 3.5 0 477.58 48.0 0.053 15 0.013 14.8 12.1 4.0 0.9 486.10 6.00 D-33 D-32 D-31 0.29 .78 0.23 0.91 5.64 6.46 5.9 3 t472.15 472.40 56.2 0.088 15 0.013 19.2 15.6 3.6 10 -YR + 12" = 33" DIA 454.83 486.05 8.72 D-32 D-31 D-30 0.09 .78 0.07 1.87 5.70 6.44 12.0 471.00 1 84.0 1 0.014 18 1 0.013 12.3 7.0 12.0 OUTFALL 1 482.78 10.63 D-31 D-8 D-7 0.21 .66 0.14 0.14 5.00 6.67 1 0.9 463.61 463.23 34.01 0.011 15 1 0.013 6.8 5.6 6.1 469.61 6.00 D-8 D-7 D -6A 0.17 .72 0.12 0.26 5.10 6.63 1.7 462.98 453.67 115.39 0.081 15 0.013 18.4 15.0 7.7 469.61 6.63 D-7 D -6A D-6 - - - 0.26 5.23 6.59 1.7 453.57 444.47 115.39 0.079 15 0.013 18.2 14.8 7.8 460.66 7.09 D -6A D-14 D-6 0.21 .54 0.11 0.11 5.00 6.67 0.7 444.85 444.47 34.00 0.011 15 0.013 6.8 5.6 6.1 450.82 5.97 D-14 D-6 D -5A 0.42 .42 0.18 0.55 5.36 6.55 3.6 444.22 439.58 80.01 0.058 15 0.013 15.6 12.7 6.3 450.82 6.60 D-6 D -5A D-5 - - - 0.55 5.46 6.51 3.6 439.48 434.55 86.92 0.057 15 0.013 15.4 12.6 6.9 1 445.44 5.96 D -5A D-13 D-5 0.23 .66 0.15 0.15 5.00 6.67 1.0 434.93 434.55 34.17 0.011 15 0.013 6.8 5.6 6.1 440.93 6.00 D-13 D-5 D -4A 0.24 .48 0.12 0.82 5.58 6.48 5.3 434.20 431.49 160.55 0.017 15 0.013 8.4 6.9 23.4 1 440.90 6.70 D-5 D -4A D-4 0.13 .66 0.09 0.90 5.97 6.36 5.7 431.29 430.56 41.00 0.018 15 0.013 8.6 7.0 5.8 1 436.79 5.50 D -4A D-1 2A D-12 0.25 .60 1 0.15 0.15 5.00 6.67 1.0 1 431.17 430.76 41.00 0.010 15 0.013 6.5 5.3 7.8 436.80 5.63 D-1 2A D -12B D-12 0.21 .60 1 0.13 0.13 5.00 6.67 0.9 431.17 430.76 41.00 0.010 15 0.013 6.5 5.3 7.8 436.80 5.63 D -12B D-12 D-4 0.76 .84 1 0.64 0.92 5.13 6.62 6.1 430.56 430.18 34.00 0.011 15 0.013 6.8 5.6 6.1 436.56 6.00 D-12 D-4 D-2 0.07 .66 0.05 15.76 5.23 6.59 103.8 416.32 399.52 130.28 0.129 42 0.013 362.3 37.7 3.5 436.56 20.24 D-4 D-11 D-10 24.16 .55 13.29 13.29 13.66 4.74 62.9 423.50 420.31 86.02 0.037 42 0.013 194.3 20.2 4.3 D-10 D-9 1.04 .48 0.50 13.79 13.73 4.73 65.2 1 419.81 419.62 34.00 0.006 42 0.013 75.4 7.8 4.3 442.85 23.04 D-10 D-9 D-46 0.35 .54 0.19 13.98 13.80 4.71 65.9 419.37 417.23 263.93 0.008 42 0.013 90.8 9.4 1 28.0 442.85 23.48 D-9 D -4B D-4 0.24 .66 0.16 14.14 14.27 4.65 65.7 417.03 416.82 41.00 0.005 42 0.013 72.2 7.5 5.5 442.85 25.82 0 413 GARAGE CHURCH 3.05 .55 1.68 1.68 6.70 6.15 10.31 430.00 415.20 300.0 0.049 21 0.013 35.3 14.7 20.4 506.80 76.80 A GARAGE CHURCH DI EX -1 1.83 .9 1.65 1 1.65 5.00 6.67 11.00 415.00 413.03 200.0 0.010 21 0.013 15.8 6.6 30.5 506.80 91.80 HURCH C 'EX *EX -1 D-3 1.88 .55 1.03 4.36 7.04 7.91 1 34.5 412.83 406.24 137.19 0.048 33 0.013 116.2 19.6 7.0 454.83 42.00 -1 *D-3 D-2 - - - 4.15 7.16 7.87 32.7 403.32 403.02 27.49 0.011 33 0.013 55.4 9.3 2.9 1 428.00 24.68 *D-3 *D-2 D-1 - - 19.91 14.27 6.11 121.6 399.27 398.80 16.17 0.029 42 0.013 172.0 17.9 0.9 OUTFALL 436.56 3729 *D-2 EX -1 D-3 1.88 .55 1.03 4.36 7.04 6.05 26.4 412.83 406.24 137.19 0.048 21 0.013 34.8 14.5 9.5 10 -YR + 12" = 33" DIA 454.83 42.00 EX -1 Job Name: BELVEDERE BLVD - PHASE 1 DESIGNED BY. PROJECT: BELVEDERE BLVD -PHASE 1 WW_ ENGINEERS ROAD & DRAINAGE IMPROVEMENTS SURVEYORS DRAWN BY: A STONEHAUS DEVELOPMENT DSe TITLE: STORM DRAIN COMPUTATIONS PLANNERS REVIEWED BY: ASSOCIATES HFW WWA #: 205164.04 PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Charlottesville, VA 22901 Phone: 434.984.2700 NUMBER . F205164.04 FILE NAME: SCALE: H: N/A DATE: Phone: 434.316.6080 www.viwasseciates.net 516404C -C 19.dwg V: N/A 6-14-06 Date: 10-24-06 Rev.03-14-07 Calculations by: CR Hydraulic Grade Line Calculation Worksheet Junction Loss Inlet Water Inlet Outlet Water Surface D in. o ( ) Q cfs o ( ) L ft. o ( ) Sfo H ft f ( ) Final H (ft.) Surface Rim .) (ft.) OK or NG? V; ft/s QiVi V2/2 I g A Angle HI (ft.) K H (ft.) Ht (ft.) 1.3H t 0.5H t Station Elevation (ft.) (ft./ft.) Vo (fps) H ft. o ( ) Q; cfs ( ) ( ) 4' 2 (ft /s) (ft.) deg (deg.) ° (ft.) (ft,) Elev. ft ( ) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) 401.60 42.00 114.80 16.17 0.0290 0.47 17.90 1.24 114.80 16.10 1848.28 4.03 1.41 0.00 0.00 0.00 2.65 3.12 404.72 412.00 OK D-1 D-2 404.72 33.00 114.80 131.28 0.0977 12.83 32.00 3.98 114.80 16.10 1848.28 4.03 1.41 0.00 0.00 0.00 5.38 18.21 422.93 428.00 OK 404.72 33.00 114.80 29.88 0.0580 1.73 17.90 1.24 114.80 16.10 1848.28 4.03 1.41 45.00 0.43 1.73 4.38 6.12 410.84 428.00 OK D-2 422.93 33.00 32.70 137.19 0.0480 6.59 21.50 1.79 34.50 21.50 741.75 7.18 2.51 1 45.00 0.43 3.09 7.40 9.61 1 23.60 1 446.53 1 447.50 OK D-3 REVISION NUMBER 5 DRAWING NUMBER. C-19 SHEET NUMBER: 21 of 23 DESIGNED BY. PROJECT: BELVEDERE BLVD -PHASE 1 WW_ ENGINEERS ROAD & DRAINAGE IMPROVEMENTS SURVEYORS DRAWN BY: A STONEHAUS DEVELOPMENT DSe TITLE: STORM DRAIN COMPUTATIONS PLANNERS REVIEWED BY: ASSOCIATES HFW PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Charlottesville, VA 22901 Phone: 434.984.2700 NUMBER . F205164.04 FILE NAME: SCALE: H: N/A DATE: Phone: 434.316.6080 www.viwasseciates.net 516404C -C 19.dwg V: N/A 6-14-06 REVISION NUMBER 5 DRAWING NUMBER. 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1 /// /// 1 j ( 1 I I I I t \ '\ \ -- --- f----- \ \ \. �- 1 \ ` \ p\ \\\\ \ \ ^\ \ \ / ' - \\ \\\ \ ) / i' / '/ / // // l/ / ( / l ( \ \ \ \ \\`\ \ /jf�j / / / / i i I i I 1 / /t j I \tea, ( ; _.----__��\ _-_ \ �\ \ \ \ // `--- .--- - / / 111/ Jl �I /liiJ i i ) �� } \ GE f / / / / / // / -\ / I - r \ \ \ \ \ I \ \ \- '� 1 \ i \ \ , / / / - / / ,' f ( \ I � \ \ I\ ) \ l ' ! / \ \, \ \ 1 p 1 1f1 / / - --- - t \ -_ ~\ / \ / / / // / /////, 1 \ �,\1 I I / / \ \� - _ r v_ - \ \ \\\\-,\\' `----\\ \ ` \ r' /5//� 1.---- \ / / // / /�/ / / /,/// //' //jIIi11\~ \ 1\ i I h \'\ �', -11 �/)\ \ 1 i I j I' ( \ \ 4\\ \\ \�'\\\\\\\ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 100' 100' 0 100' 1 ADDRESSED COUNTYCOMMENTS CR 911106 _ °F D�s+GNED Br'. PROJECT: REVISION NUMBER: ` r - DMJ BELVEDERE BLVD -PHASE 2 ADDRESSED COUNTY / _ VDOT COMMENTS CR 10126106 ENGINEERS ROAD 3 3 ADDRESSED COUNTY VDOT COMMENTS CR 21910 7 � �J�� r % DRAWN BY: DRAINAGE IMPROVEMENTS I�<< ,� It SURVEYORS DSB A STONEHAUS DEVELOPMENT DRAWING NUMBER. S DAVID M. JE EN �' * , PLANNERS TITLE. �,'Ao Na 114 4 ��� RFv�Ew�D BY: POST DEVELOPMENT DRAINAGE AREAS C-2 SSOCIATES kFw .>,�j r 07ti L POBmcV119 1402 GreenbrierPh�ce - - SHEET NUMBER: ywhbmg A24502 ChmWumv;ne,VA22901 WWA NUMBER: FILE NAME: SCALE: DATE: �sjONAL EAG Phone: 434316.6080 Phi 434.984.2700 H: ' „_'oo, N0. REVISION BY DATE NO. REVISION BY DATE - �. �.no1 205164.04 516404C-C20-21-DA.dwg V: I "- 6-14-06 23 of 23