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HomeMy WebLinkAboutWPO200600048 Plan - Other 2006-09-01DRAWING NO. SHEET NO. TITLE \J1 SEPTEMBER 1, 2006 WATER MAIN & SANITARY SEWER IMPROVEMENTS C-1 1 COVER SHEET C-2 2 GENERAL NOTES & DETAILS C-3 3 EXISTING CONDITIONS C-4 4 OVERALL PLAN — WATER MAIN C-5 5 WATER MAIN PLAN & PROFILE C-6 6 WATER MAIN PLAN & PROFILE C-7 7 WATER MAIN PLAN & PROFILE C-8 8 WATER MAIN PLAN & PROFILE C-9 9 WATER MAIN PLAN & PROFILE C-10 10 WATER MAIN PLAN & PROFILE C-11 11 OVERALL PLAN — SANITARY SEWER C-12 12 SANITARY SEWER PLAN & PROFILE — DUNLORA CONNECTION C-13 13 SANITARY SEWER PLAN & PROFILE — DUNLORA CONNECTION C-14 14 SANITARY SEWER PLAN & PROFILE — DUNLORA CONNECTION C-15 15 SANITARY SEWER PLAN & PROFILE — NORTHFIELDS CONNECTION C-16 16 SANITARY SEWER PLAN & PROFILE — NORTHFIELDS CONNECTION C-17 17 SANITARY SEWER PLAN & PROFILE — NORTHFIELDS CONNECTION C-18 18 SANITARY SEWER PLAN & PROFILE — DUNLORA OUTFALL N N s L 0 U I U rn 3 V) U I U I U O CD to L v c v L v 3 0 co to 0 N 3 v w V) Q 2 a co r 1n 0 N N L > m It to LO 0 N / 1 ADDRESSED ACSA COMMENTS JJK 02/09/07 00 2 ADDRESSED ACSA COMMENTS JJK 03/19/07 a� a i j NO. REVISION BY DATE NO. REVISION DATE Carrsbrook VICINITY MAP SCALE: I "=2000' Northfields Connection Rivanna River South Fork Free State Rd Dunlora Dunlora Connection Dunlora Drive Pen Park h\2-,r�l SITE DATA DEVELOPER/APPLICANT: ENGINEER: SOURCE OF BOUNDARY SURVEY SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: TAX MAP PARCEL(S): ZONING: EXISTING USES: PROPOSED USES: COMP. PLAN LAND USE DESIGNATION WATER RESOURCE AREA: WATER SUPPLY PROTECTION AREA: STONEHAUS DEVELOPMENT 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 (434) 974-7588 ATTN: CHRIS SCHOOLEY, CLA WW ASSOCIATES, INC 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA 22901 (434) 984-2700 ATTN: DAVID M. JENSEN, P.E. WW ASSOCIATES, INC. WW ASSOCIATES, INC. ALBEMARLE, VA RIO SEE SHEET 4 NMD VACANT WATER & SANITARY IMPROVEMENTS DEVELOPMENT AREA DEVELOPMENT AREA — NEIGHBORHOOD N/A NOTES: 1. BELVEDERE PHASE 1 PLANS ENTITLED "ROUGH GRADING PLAN, EROSION & SEDIMENT CONTROL PLAN, AND STORMWATER MANAGEMENT" (DATED JUNE 22, 2006 / WPO 2005-00007) AND "ROAD AND STORM DRAIN IMPROVEMENTS" (DATED JUNE 14, 2006 / SDP 2004-00042) HAVE BEEN SUBMITTED. THE IMPROVEMENTS AND GRADING ASSOCIATED WITH THE AFOREMENTIONED PLANS HAVE BEEN SHOWN AS EXISTING WITH THIS PLAN FOR COORDINATION PURPOSES AS WELL AS REPRESENTING THE CONDITIONS AT THE TIME CONSTRUCTION FOR THIS PLAN COMMENCES. CONSTRUCTION OF WATER AND SANITARY SEWER IMPROVEMENTS WILL TAKE PLACE CONCURRENTLY WITH AFOREMENTIONED PLANS. 2. INGRESS/EGRESS TO THE FAIRVIEW SWIM CLUB, LEVENSON, BROWN, WELLS, AND LOHR PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. DESIGNED BY: DMJ ENGINEERS SURVEYORS DRAWN BY. - DSB PLANNERS RENEWED BY: DMJ ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Ch�lotkg"e, VA 22901 Phone:434.316.6080 Phone:434.984.2700 www.wwassociates.net W WA NUMBER: 205164.04 9, PROJECT: BELVEDERE —PHASE 1 WATER MAIN & SANITARY IMPROVEMENTS TITLE: COVER SHEET FILE NAME: SCALE: DATE: 516404C—Cl—CS.dw H: AS SHOWN 9-1-06 9 V. N/A REVISION NUMBER: 2 DRAWING NUMBER: C-1 SHEET NUMBER: 1 of 18 T v v 0 d 1n 0 0 z N I U rn 3 v 0 z I N U I U 0 c0 L0 v c v W a� v 3 0 co 1n O N Cn 3 v w N a a. d' c� L0 0 N / a� v a� a� m c0 L0 O (V / GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER 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 CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY, 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENTION OF THE LINE. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1 -800-552-7001 48 HOURS PRIOR TO ANY GRADING 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 ONFLICT 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 MATERIALS. 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. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 5. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 6. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN TEN FEET OF ANY FIRE HYDRANT. 7. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 8. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 9. 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. 10. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 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. 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. 5. THE CONTRACTOR IS TO COMPLY WITH REQUIREMENTS OF WETLANDS PERMIT. 1 ADDRESSED ACSA COMMENTS 2 ADDRESSED ACSA COMMENTS NO. REVISION JJK 02/09/07 JJK 03/19/07 I BY I DATE I NO. 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 INTENDED 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 6" MAXIMUM 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 WATER. 6. 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. 7. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE AND CABLE WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. THERE SHALL BE A MINIMUM 10 FOOT SEPARATION BETWEEN GAS LINES AND SANITARY SEWER LINES. 8. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 9. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 10. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THE KNOWN GRAVE SITES ON THE SUBJECT PROPERTY HAVE BEEN IDENTIFIED. THERE IS NO WORK ASSOCIATED WITH THIS PROJECT THAT IMPACTS KNOWN GRAVE SITES. 11. PLANTINGS WILL BE ADJUSTED IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 12. WATER MAIN IS TO HAVE A MINIMUM OF 5 FEET OF HORIZONTAL SEPERATION WITH STORM STRUCTURES. T-LOCK EMBEDDED IN PIPE OR STRUCTURE WALL SPECIAL FORMED B 32' AMER PLATE PLAIN SHEET SEALANT RECOMMENDED BY LINER MANUFACTURER STAINLESS STEEL CLAMP (SECURE BOOT TO PIPE PENETRATION) 1' WELD STRIP SEALANT PRIMER SIKA-449/203 SEALER SIKAFLEX-1A PIPEOR STRUCTURE WALL 'IPE PENETRATION GROUT AS REQ'D TYPE LSZ PROTECTIVE LINING DIVISION SEALING PENETRATIONS THRU T-LOCK LINED WALLS TYPE IV DRAWN P. K. N-116 P L_ D- T L- 0 9 C REV 4PPV'D A RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES AUGUST 2006 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW. 2. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. - - - TH1OF I, D JENSEN No. 11484 at 04 01NVALI E� REVISION BY DATE F� 73' NEW 12"--- RVI-MH-40 72" ID a C-4 90_`��_ co X W RVI-MH-41 DETAIL SCALE: 1 "=5' EXISTING 500 - 199.50 SAN -W- OHE OHT UGE UGT GAS FM - LEGEND NEW DESCRIPTION EXISTING NEW DESCRIPTION 500 CONTOUR (INTERVAL AS INDICTED ON SITE PLAN) ' 1 WOR WATER METER + 499.50 SPOT ELEVATION FH FH FIRE HYDRANT HEDGEROW IF°` DC FIRE DEPARTMENT CONNECTION WOODS LINE (� `ENV ®wv WATER VALVE CENTER/EDGE OF STREAM �G V ®GV GAS VALVE EDGE OF PAVEMENT saN SX • SAN. SEWER MANHOLE PROPERTY LINE ST DX • STORM SEWER MANHOLE - - RIGHT-OF-WAY:ILL CURB DROP INLET - - - - EASEMENT m DROP INLET 8" SAN SANITARY SEWER O � SANITARY CLEAN OUT CO 0 W WATER LINE LIGHT POLE OVERHEAD ELECTRIC LINE TELEPHONE POLE WITH OHE GUY WIRE &ANCHOR OHT OVERHEAD TELEPHONE LINE POWER POLE UGE UNDERGROUND ELECTRICAL LINE UGT UNDERGROUND TELEPHONE LINE ( TREE ,) GAS GAS LINE SHRUB FM SANITARY FORCE MAIN @IPF IRON PIN FOUND ABANDONED OR DEMOLISH UTILITY °OIPS IRON PIN SET FENCE FENCE WITH GATE BORING TEST HOLE 0 STRUCTURE r FUTURE STRUCTUREA A BENCHMARK DEMOLISH OR ABANDON STRUCTURE BM BM Q NORMAL WATER LEVEL WETLANDS RIP -RAP - - LIMITS OF CLEARING & GRADING NEW DRAINAGE STRUCTURE - STRUCTURE NUMBER - D-6 NEW SANITARY STRUCTURE - S� -STRUCTURE NUMBER NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN AFF ABOVE FINISHED FLOOR EX OR EXIST EXISTING RCP REINFORCED CONCRETE PIPE AHD AHEAD FF FINISHED FLOOR REQ'D REQUIRED ARV AIR RELEASE VALVE FL FLUORIDE RT RIGHT BC BACK OF CURB FOC FACE OF CURB R/W RIGHT OF WAY BF BLIND FLANGE GALV GALVANIZED SAN SANITARY SEWER BM BENCH MARK HC HANDICAP SD STORM DRAIN BOV BLOW OFF VALVE HDPE HIGH DENSITY POLYETHELENE SQ SQUARE C/C CENTER TO CENTER HK HOOK S.S. STAINLESS STEEL C&G CURB & GUTTER INV INVERT STA STATION CIP CAST IRON PIPE IPS IRON PIN SET STD STANDARD CENTER LINE IPF IRON PIN FOUND STL STEEL C.L. CHAIN LINK JB JUNCTION BOX SW SIDEWALK CMP CORRUGATED METAL PIPE LF LINEAR FEET TBA TO BE ABANDONED CO CLEAN OUT LT LEFT TBR TO BE REMOVED CONC CONCRETE MH MANHOLE TC TOP OF CURB CID CONTROL POINT NIC NOT IN CONTRACT TYP TYPICAL CY CUBIC YARDS NTS NOT TO SCALE UG UNDERGROUND DIA DIAMETER O.C. ON CENTER UON UNLESS OTHERWISE NOTED DIP DUCTILE IRON PIPE PE POLYETHYLENE W/M WATER MAIN EL ELEVATION PROP PROPOSED WM WATER METER ELEC ELECTRIC PS PLANTED STONE FOUND WT WATERTIGHT EOP EDGE OF PAVEMENT PVC POLYVINYL CHLORIDE WWF WOVEN WIRE FABRIC EQPT EQUIPMENT YDS YARDS ESMT EASEMENT NOTE: 1. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Charlottewille, VA 22901 Phone:434.316.6080 Phone:434.984.2700 www.wwassociates.net DESIGNED BY: PROJECT: DMJ BELVEDERE -PHASE 1 DRAWN BY: -- - WATER MAIN & SANITARY IMPROVEMENTS DSB TITLE: REVIEWED BY: GENERAL NOTES AND DETAILS DMJ WWA NUMBER: FILE NAME: SCALE: DATE: 205164.04 1 516404C-C2-ND.dwg H.- AS SHOWN NIA 9-1-06 REVISION NUMBER: 2 DRAWINC NUMBER: C-2 SHEET NUMBER. 2 of 18 c 0 v c 0 V x w M I U v+ 3 -v X W I M V I V O co M L v .c v V) L O v O 4 (0 Lo O N v+ 3 v w U) Q a d- co 0 N N L m In O N v U O Q L O O O U NO. ADDRESSED ACSA COMMENTS I JJK 1 03/19/07 1 1 1 1 DESIGNED BY: I PROJECT. - IF THIS DRAWING IS A REDUCTION DMJ GRAPHIC SCALE MUST BE USED ENGINEERS DRAWN BY: 6 SCALE: 1 " = 300' o SURVEYORS DSB U DAVID M. JENSEN PLANNERS .d NO. 1 48 a REVIEWED BY: �o�� �� 6/ � SSOCIATES DMJ 300' 0 300' PO Box 4119 1402 Greenbrier Place j�NAL � Phne: Lynchburg,43 6?6080 Phone: 4502 a e'994.2700 22901 WWA NUMBER: www.ww Nciatesnet 205164.04 REVISION BY I DATE I NO. REVISION ISMA DATE BELVEDERE -PHASE 1 WATER MAIN & SANITARY IMPROVEMENTS TITLE. OVERALL PLAN — WATER MAIN FILE NAME: SCALE: DATE: 516404C—C4—OV.dwg H: 1 "=300' 9-1-06 V. N/A REVISION NUMBER: 1 DRAWING NUMBER: C-4 SHEET NUMBER: 4of18 Cl- a_ I.- 0 0 3r (0 I L) 1-11 CY) 3: -p m 3: 1 %Aj C-) I C-) md- 0 14- (D � LO I--, 21% 0 C 0 (0 N� L- 0) 0 �r -q- 0 4 (0 � L0 0 N 1-11 0) 3: -a I-, LLJ U) < = CL --d- (O � U') 0 C14 '-� 4) I.- 4) -0 4) > V m 14- W , U") 0 C14 I-,' - --- - ---- - "iiiii,ii. , ; � , . I - L , , . - - -t 1. 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JENSEN �;' -6 No. 11484 A: A C�' �0 ' �� G V�7 .'10 AL I I= A= ENG INEERS SURVEYORS PLANNERS AsSOCIATES ; PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Chaflottesville, VA 22"1 Phone: 434.316.6080 Phone: 434.984.2700 wwwmwassociates.net DESIGNED BY: Dmj PROJECT. BEL VEDERE- PHASE 1 WATER MAIN & SANITARY IMPKUVLmENTS REVISION NUMBER: 3 2 ADDRESSED ACSA COMMENTS JJK 03/19/07 I - DRAWN BY. TB 3 ENTRANCE REVISIONS I ----- TB . 08/02/07 AWIN N : C-6 - TITLE: -.--.---- - --- WATER MAIN PLAN & PROFILE . - . REVIEWED BY. Dmi SHEET NUMBER: 6 of 18 1 WWA NUMBER: 1 205164.04 ILE NAME: 516404C-C6-WM.dwg SCALE: - H: 1 "-50' V: i "= i 0, DATE: 9-1-06 i . NO. I REVISION � BY DATE . NO. . REVISION BY DATE a_ IL L- a� v 3 I U rn 3 v 3 I r U I U It O co r LO L C v V) W a a - co 4 J O N 1-11 a a a) 0 00 I U 01 3 m 1 00 0 1 0 d' O d- CO LO 0 41 c 0 L. a) 0 3 't- 0 4 c0 1n 0 N 1-11 C" 3 -0 T ,W V ! 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F ,. , _ f% _ ACSA EASEMENT f - y 1. `/ -. . /: , , : _ f ',/ / / / i3" ,G - - - , i, / „ _. , - - , 1 - - / ///, /,� V _ !: : -% - -: , 1 - / - / / : / „ : /1. _ , i' t , , , , , . , ; - ' /. �% 1 ! `- TMP 61—00-00-160B / /, - - i n a r / ,, GREENBRIER—RUTHLEDGE - W M D 22A " ,',' 1 i 'OP IP / / �" n _ /M A SWIM CLUB INC. ��� r r -/' / / / .. �m /< / r / =- /J 0 * ' � 9 -,-- 12 DIP ZONED R-4 ' / - C7 .....____% /' / _ w / - r ;; - Ln _ -- w /, / — - - _ -. _ , /' , _ - 4, _/ , :_ / , w ,: \ ; - �x i -. - /x ' 1 / i +yrri l , / /� `�\ i r �., w, / / ! r /, , ; , - --_ \ _ ram. — \, — - `-� — - -� - f._ _ - „ / ` - -' - �. Nt.L y., , f�a -_ - - - _ _ - ,- � .: / , : .' , , v' .- :, - - z=� � -- -- - ;� ,�,�- - �.- _ �- _ -s GRAD �, � -� -/ - - - ti ; AN SIN r .i r - — — - � - , I � 7 - G ,,. !. -- k / _ 1. / , , .-� _ —. _- - . / - _ �._ / J _ !7_- A 1 \ --_. j'� as . 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REVISION 42+00 JJK 02/ JJK 03/19/07 TB 08/02/07 BY I DATE NO. 43+00 ■IRS 1InC�t.1 11M Phimmoreal mmliiiiiiillll' l _ 44+00 REVISION I �I IQ I— — I � I I __ i 45+00 46+00 47+00 TH 0.p r�. — __ i 0,6A, r -_-— __ v DAVID M. JENSEN 9 ,d No. 11484 , 0 '6 �1 wok ww, `S-10NAL BY DATE 48+00 50+00 51 +00 In ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Chsrlottesirille, VA 22901 Phone:434,316.6080 Phone:434.984.2700 www-wwassociates.net NOTE: A MINIMUM VERTICAL SEPARATION OF 12" IS REQUIRED WHERE THE WATER MAIN CROSSES OVER THE TOP OF STORM DRAIN PIPES. A MINIMUM VERTICAL SEPARATION OF 12" IS REQUIRED WHERE THE WATER MAIN CROSSES BELOW STORM DRAIN PIPES. A MINIMUM HORIZONTAL SEPARATION OF 5' IS REQUIRED BETWEEN WATER MAIN AND STORM DRAIN STRUCTURES. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 1 O' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' — 52+00 Lmm_ I . 1 10+00 DESIGNED BY: PROJECT: REVISION NUMBER: DMJ BELVEDERE —PHASE 1 3 WATER MAIN & SANITARY IMPROVEMENTS DRAWN BY: DSB — ...--- .._.... --- DRAWING NUMBER: REVIEWED BY: TITLE: WATER MAIN PLAN & PROFILE C — 8 DMJ WWA NUMBER: FILE NAME: SCALE: DATE: .._ SHEET NUMBER: 205164.04 516404C—C8—WM.dw H: 1 "=50' 9-1-06 9 V: 1 =10 8 of 18 m Q w V) Q CL a - co L0 0 N a� v a� a� m TMP 61-0"0-00-160C - ' .J i \ \ \GREENBRI,ER-RUTHLEDGE \ \ SWIM CLUB INC. � / �' \ \ _ i ONED R-4 =� / \ \ _ _ - - - - - - " `. -.. - \ 8" DIP 0 Lid_ _ \ �: 8 DIP 33 L n . A D /4), "CID W/� \ /� r >j - / 12 DIP � V / \ \ \_1 * - L\` � }! _ -•--` — M is _. / / ,� / \ •, _\ �•. _ - - " Y LL ----- ------- --- --- 8 DIP \ - _ - _-, \'" / 4Oil w _ w \ i\2" DIP Q� J D-039 U \ \ \ \ \ \ \\ \ \ \ C \ w BOWLES ETERY \ w r t \ \ \ \ \ \ \ \ ( W/M "F" NOTE: A MINIMUM VERTICAL SEPARATION OF 12" IS REQUIRED WHERE THE WATER MAIN CROSSES OVER THE TOP OF STORM DRAIN PIPES. A MINIMUM VERTICAL SEPARATION OF 12" IS REQUIRED WHERE THE WATER MAIN CROSSES IS REQUIRED BELOW STORM DRAIN PIPES A MINIMUM HORIZONTAL SEPARATION OF 5 I BETWEEN WATER MAIN AND STORM DRAIN STRUCTURES. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED RT: 1 - 1 54 540 - - 530 530 520 520 520 520 520 co - - 520 520 510 510 DEFLE 510 0 510 510 OVER VVYTERLINE - 510 510 500 MAINT 500 N--•�-MINIMII - R 500 DEFL MAIN 500 TO ER 500 - Fs FICT PIPES AS IKESSARY TO _DEFI MAINTAIN MI R� — — -A. — - ---- —_ 500 500 490 490 490GRADE 490 490 - I 490 490 480 8ff W 480 480 480 ``' ~ N 480 3 ,. OVERR 52 » » 480 480 470 470 470 N 470 Q � f 470 "^CA ei- In ' --- - COMPACTIff - - - _ " .. 0 470 on 470 460 46 460 N 460 + o0 IILEI m 460 _�GH _ - -- I X - - - "C14 _CC) O d 0 K z �p nJLN - Ltd10— - - - _ .- 460 - o 460 450 450 O- 450 p- + 450 0 450 DRY WEIG:4 DENSITYO w - N2 _j T _ 777 e Z o O - u� - - - - - _ "LO - - N - `- O -- 0 N _-- - o It 450 r r 450 440 440 440 440 440 - - r w _ C14_ M _ N - - - - - - - T - 43 10+00 430 10+00 430 10+00 430- 10+00 52+00 53+00 54+00 - -- 57+00 58+00 55+00 56+00 59+00 - -' 11+00 -- 430 1 ADDRESSED ACSA COMMENTS JJK 02/09/07 TH OF v1 l , v DAVID M. JENSEN .d No. -11484 �0A � Sis j�xAL E _ ENGINEERS SURVEYORS , PLANNERS ASSOCIATES _ L PO Box 2 1hmioft enbrier22901 Phone: 4343 6?6080 Phone 4.984.2700 �.��8�s.ne� DESIGNED BY: DMJ PROJECT: BELVEDERE -PHASE 1 WATER MAIN & SANITARY IMPROVEMENTS REVISION NUMBER: 2 2 ADDRESSED ACSA COMMENTS I JJK 03/19/07 DRAWN BY: DSB DRAWING NUMBER: C — 9 TITLE: WATER MAIN PLAN & PROFILE REVIEWED DMJ SHEET NUMBER: 9 of 18 WWA NUMBER: 205164.04 FILE NAME: 516404C—C9—WM.dwg SCALE: DATE: » f H: 1 p 50, g-1-06 V: 1 =10 NO. REVISION BY DATE NO. REVISION BY DATE PA a� v 0 W Q 2 V) (1) C a_ = a L_ 0 > 0 - 7 0 1-11 Cn 3 > 0 1 — — 0 I 0 14- 0 It' (0 — Lr) 1-11 L '_ a 41 C a U) I � L_ _� 0 3: 114- q I- (0 — L0 0 04 I-, CFI 3.1 -0 11-1 U-1 V) < 17 CO — Lr) 0 04 11-1 V L_ q) -a Q 2 Q) m ,I- (C) � L0 0 04 I'll �u 0 0 0 -6-i :3 < 1_*1 L_ (L) 2_1 4) (1) 1 -2 .5. 0 11" 1__*1 -- - -� ---, " ' ".., - - ". C ___'2_- �, ;_ <, - 1 ' _ , _I_ 1- _ , --- -- �— , .. II I � _ -�I— ,4I, A-( - 1 —=- - -� 1�I , . 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I , , /-' % I: IF THIS DRAWING IS A REDUCTION 1 i GRAPHIC SCALE MUST BE USED ENGINEERS DRAWN BY: WATER MAIN & SANITARY IMPROVEMENTS , . , "A " SURVEYORS DSB DRAWING NUMBER: Q �SCALE: 1 = 300TITLE: M. JENSEN PLANNERSREVIEWED BY: OVERALL PLAN - OFFSITE SANITARY SEWER - 1 1 8 ASSOCIATES DMJ 0�( ( 300' 0 300' PO Box4119 er SHEET NUMBER:ems,"Il / G Lynchburg, VA24502 Cbmllft�ffic,VA22901 . : SCALE: DATE. 10 Phone: 434.316.6080 Phone: 434.984.2700 205164.04 516404C-C 1 1-OV. dwg H: 1"-300' 9-1-06 1 1 of 18 AL www,wwmsmiat-s.net NO. REVISION BY DATE NO. REVISION BY DATE V: NIA - 1 ,. /-."... 1II .I w U) a a cfl m 0 N L Q m r LO 0 N v U O 41 Q L N N O U L a� a>' V) c v V) I U rn 3 v vi V) F T U U 0 co LO / L v 4-1 v V) L a� v 0 c0 L0 0 N / v+ 3 w d- co L0 0 N L a) -v 4) a) m c0 z 0 N v v U O 41 L a� vl U 460 460 450 450 It T 440it- 440 COVE SHE T NOW: 1 430 _ 430 42 420 Lm 410 410 H 400 400 390 390 17 380 XL LZI I'M -- N 380 z z z zz T - cx) 0 M" wA— to 370 T — 370 1 ADDRESSED ACSA COMMENTS JJK 02/09/07 DESIGNED BY. PROJECT: REVISION NUMBER: 2 ADDRESSED ACSA COMMENTS JJK 03/19/07 TH OF IF THIS DRAWING IS A REDUCTION �, DMJ BELVEDERE -PHASE 1 GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' = ENGINEERS DRAWN BY. WATER MAIN & SANITARY IMPROVEMENTS 2 � SURVEYORS DSB DRAWING NUMBER: v DAVID M. JENSEN a 10' 0 10' PLANNERS TITLE: REVIEWED BY: ,.� No. 11484 ,�AsSOCIATES DMJ SANITARY SEWER PLAN & PROFILE — 13 o.-w'DUNLORA CONNECTION � � PO Box 4119 1402 Greenbrier Place N0. REVISION BY DATE N0. 50 0 50 Lynchbmg,VA24502 Cbaloftw0le,VA229oi SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE: DATE: Phone:434.316.6080 Phone:434.984.2700 " ' 205164.04 516404C-C13-SS.dw H. 1 tj 50, j�NAL E HORZ: 1- = 50' www.wwassociates.net 13 of 18 REVISION BY DATE g V: 1 =10 9-1-06 L (n C v V) r I U v" 3 V) I r U I U O cD r / L v �C 0 V) k3 L v 3 O 4 co r LO O N rn 3 W Q 2 0- co r O N / L a� v a� m �o L0 O N / ►d IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' — - 00 1 GRADING, f. r 1 ADDRESSED ACSA COMMENTS JJK 02/09/07 I � OF DESIGNED BY. PROJECT. BELVEDERE -PHASE � REVISION NUMBER: 2 _ADDRESSED ACSA COMMENTS JJK 03/19/07 __-- W� 3 - ENGINEERS WATER MAIN & SANITARY IMPROVEMENTS 3 REVISED X—ING LOCATIONS PER ENTRANCE REVISIONS TB 08/02/07 � � DRAWN BY: SURVEYORS DSB DRAWING NUMBER: v DAVID M. JENSEN PLANNERS REOEWED BY. TITLE: SANITARY SEWER PLAN & PROFILE C— 14 No. 11484 w� ASSOCIATES DMJ DUNLORA CONNECTION o�,/�/ % �v SHEET NUMBER: l (O { Lynchburg, 1402Greenbrier22901 WWA NUMBER: FILE NAME: SCALE: DATE: '�. Lynchburg, VA 24502 Clt�louesville, VA 22901 i s`sj�NAL �Phone: 434.31�8���a�oaeeT434.984.2700 205164.04 516404C—C14—SS.dwg H �.�_-50� 9-1-06 14 Of 18 NO. REVISION BY DATE NO. REVISION BY DATE