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Home My WebLink AboutSUB200600072 Plan - Approved Road Plan and Comps. 2007-04-18i d• r r.� `J 3. LEGEND ROADS U A EXISTING CULVERT CUL VERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMEN T EC- 3A DI TCH DEPTH OF EC-3A DI TCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DI TCH DRI VEWA Y CUL VERT BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 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 PLANS AND WHERE SHOWN, ARE ONLY APPROXIMA TEL Y CORRECT THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURREN T EDI TION OF THE GENERAL WA TER 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 PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. Z ALL WATER AND SEWER APPURTENANCES ARE TO BE L OCA TED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRI VA TE BOOSTER PUMPS MA Y BE REQUIRED. GENERAL NOTES 1. OWNER \DEVELOPER: OLD TRAIL CREEKSIDE, L.L.C. BEIGHTS DEVELOPMENT CORPORATION 800 E. JEFFERSON. STREET CHARLOTTESVILLE, VIRGINIA 22902 TELEPHONE: (434) 245- 0100 FAX. (434) 245- 0300 CONTACT- MR. GA YLON BEIGHTS 2. ENGINEER: TIMMONS GROUP 800 E. JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 TELEPHONE: (434) 295-5624 E-MAIL: Scott. Collins®Timmons.com CONTACT MR. SCOTT COLLINS, P.E. J. TAX MAP NO: 05500- 00- 00- 78 TAX MAP 55, PARCEL 78 OLD TRAIL CREEKSIDE, L.L.C. 800 E. JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 GPIN NO.: 420470912234 ZONING. R-1 RESIDENTIAL D.B. 2764, PG. 271 PA VEMEN T 1.. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MA TERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA TMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL. NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMI T ISSUED B Y VIRGINIA DEPARTMEN T OF TRANSPOR TA TION MA Y BE L OCA TED WI THIN POR770N OF TAX MAP NO. THE STREETS RIGHT OF WAY. 05500-00-00-074A TAX MAP 55, PARCEL 74A OLD TRAIL CREEKSIDE, L.L.C. 800 E. JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 GPIN NO.: 420470912234 ZONING: R-1 RESIDENTIAL D.B. 2906, PG. 711 POR77ON OF TAX MAP NO. 05500-00-00-07500 TAX MAP 55, PARCEL 75 OLD TRAIL CREEKSIDE, L.L.C. 800 E. JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 GPIN NO.: 420824911756 ZONING. • R-1 RESIDENTIAL D.B. 2764, PG. 271 4. ZONING. R-1 RESIDENTIAL, BONUS LEVEL (CLUSTER DEVELOPMENT) 5. USE: LOW -DENSITY RESIDENTIAL 6. NUMBER OF LOTS/UNITS.- 61 Z ZONING. R-1 BONUS LEVEL, CLUSTER DEVELOPMENT AS FOLLOWED: * CLUSTER DEVELOPMENT IS BEING ACHIEVED BY 257 OPEN SPACE WITHIN THE PROJECT LIMITS * A 57. DENSITY INCREASE IS BEING ACHIEVED BY PLANTING STREET TREES * A 10q DENSITY INCREASE IS BEING ACHIEVED BY SERVING ALL LOTS WITH AN INTERNAL ROAD SYSTEM. * A 157. DENSITY INCREASE IS BEING ACHIEVED BY DEDICATING OVER 257. OF T'-IE PROPERTY FOR PUBLIC USE. GROSS DENSITY ALLOWED: 0.97 D.U./AREA. GROSS DENSITY ALLOWED FROM BONUS FACTORS AND CLUSTERS: 3090 !.N(I?EASE IN DENSITY (1.30x0.97). TOTAL t; BOSS DENSITY ALLOWED: 1.26 D A. GROSS TOTAL DWELLING UNITS ALLOWED: 61.0 UNITS. TOTAL DWELLING UNITS PROVIDED: 61 UNITS 8. ACREAGE (TOTAL): ±48.41 AC* ROADS. • 4.66 AC LOTS: 25.3-2 AC (INCLUDES STREAM BUFFER AND PRESERVATION AREA WITHIN LOTS) COMMON OPENSPACE• 13.92 AC* (28.287. - INCLUDING STREAM BUFFERS) STREAM BUt ;DER AREA: 5.96 AC (INCLUDED IN LOTS AND OPEN SPACE AREA) *Tt:E TOTAL ACREAGE INCLUDES 0.33 AC FROM THE CREEKSIDE PHASE I AND lI. CREEKSIDE I AND II CONTINUE. TO MAINTAIN 259 OPEN SPACE. STRUCTURE SETBACKS & HEIGHTS.• MINIMUM FRONT YARD DEPTH: 25" MINIMUM SIDE YARD: 15' MINIMUM REAR YARD: 20' MAXIMUM STRUCTURE HEIGHT- 35' 9. UTILITIES. SEWER - ALBEMARLE COUNTY - AVAILABLE ON THE SITE WATER*. ALBEMARLE COUNTY - AVAILABLE ON THE SITE * WATER MODEL AND CALCULATIONS PROVIDED WITH THE SUBMITTAL OF THE PRELIMINARY. PLAT. THE MODEL IS BASED ON FLOWS AND INFORMATION, PROVIDED FROM ALBEMARLE. COUNTY SERVICE AUTHORITY. 10. SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) 11. DRAINAGE DISTRICT LICKINGHOLE DRAINAGE BASIN 12. WATERSHED: S RI VANNA RESERVOIR 13. DRAINAGE. • THIS SITE WILL CONTRIBUTE TO A REGIONAL STORMWATER BASIN. COMPLIANCE WILL BE ACHIEVED THROUGH A PRO-RATA SHARE CONTRIBUTION BASED ON THE INCREASE IN VOLUME AND VELOCITY OF THE STORMWATER. BIO-RETENTION AREAS MAY BE UTILIZED ONSI TE TO HELP ACHIEVE WATER QUALITY COMPLIANCE. 14. TOPO & SURVEY.• TOPOGRAPHY PROVIDED TIMMONS GROUP, I SEPT 2004. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIA TEL Y IF L OCA TION OR ELEVA TION IS DIFFERENT FROM THA T SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 16. TIMMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS TIMMONS SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE I?OAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CO-2 OR UD-4'5) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE .SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES_ FOR PUBLIC ROADS 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. J. 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 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 .5ho// be submitted to the County. If a subgrade soil CBR of 10 or greeter 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 (horizon to%vertical). Where reasonable obtainable, lesser slopes of 4: 1 or better are to be achieved. Z Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT. All drainable outfall easements are to be extended to a boundary line or a natural watercourse. The contractor :droll 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 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 when, in the opinion of V90T, 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" and the Virginia 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 untLl the roads have been accepted into the state 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 5irnph below the design speed. 15. Road plan approval is subject to final subdivision plat validation. Should the final plot 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. The stream buffer(s) shown hereon shall be managed in accordance with the Water Protection Ordinance of Albemarle County. 19. 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 VDOT and/or County inspector present. In addition, if high -density polyethyline (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. BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. J. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS 5. BLASTING ON SA TURDA YS, SUNDA YS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. APPROXIMATE MATERIAL QUANTITIES QUANTITIES AS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF. ROAD 0 1 F WATER CONT. SEWER 1.5" ASPHALT SM-9.5A 13,144 SY 22.5" BEND 6 EA 8" PVC 2" ASPHALT SM- 9.5A 686 SY 12" GATE VALVE 2 EA 10" D.I.P. 3"' BM-25. 0 13,144 SY 8" GATE VALVE 10 EA MANHOLE 6" BASE STONE 21-B 13,144 SY 12" X 8" TEE 1 EA STD MANHOLE FRAME 8" BASE STONE 21-A 686 SY 8" X 8" TEE 3 EA & COVER CONCRETE 4,169 SY TYPE B B.O. 1 EA DROP MANHOLE FRAME TYPE A B. 0. 1 EA & COVER WATER AIR RELEASE VALVE 1 EA LATERAL FROM M.H. t3" n I 4 5 L LA TERAL FROM S/L , COMPLETE F.H. 7 EA iv1ETER BOX 61 EA SERVICE LINES 61 EA TIE TO EXISTING W/L 3FA SANITARY SEWER SCHEDULE MH-MH BEARING DISTANCE MH 24 TO MH 23 S 133653" W 131.51 ' MH 23 TO MH 22 c � n ;... 24 13 W 255.45' 165.43' MH 22 TO MH 13 5 8015'45" E MH 31 TO MH 30 S 1433'45" W 233.67' MH 30 TO MH 29 S 03 2934" W 144.85' MH 29 TO MH 28 S 18'40'02" W 217.90' MH 28 TO MH 27 S 06 25'04" E 300.93' MH 27 TO MH 26A N 7939'05" E 278.16' MH 26A TO E.X26 N 85`42'47" E 232.71 ' MH 33 TO MH 29 N 86 33'41 " W 210.37' MH 46 TO MH 45 S 52 2429" W 216.34' MI-1 45 TO MH 44 S 22 0028" E 154.86' MH 44 TO MH 43 S 10 22'17" E 117.75' MH 43 TO EX'42 S 28 40 25" E 159.71 ' MH 42 TO MH 41 N 69 5523" E 70.29' MH 41 TO MH 38 N 4835 28" E 189.66' MH 38 TO MH 37 S 61 `0329" E 116.46' MH 37 TO MH 36 S 15'05'53" W 394.19 MH 36 TO MH 35 S 02°4846" E 357.63' MH 35 TO MH 34 S 33 2957" E 346.94' MH 34 TO Mf 1 7 N 85'06'41 " E 368. 90' MH 7 TO EX 6 N 6640'19" E 383.87' MH 40 TO MH 39 S 0322'47" W 319.17' MH 39 TO MH 38 S 24'17'10" W 291.65' THE DI VISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND IN ACCORDANCE AND WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT IS TO BE DEEMED AS THEORETICAL ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. --------------------- OWNER AGENT COAL(MOA'WE.ALTHH OF VIRGINIA COYINTY OF .ALB.�'.MARLE - TO WIT: l,------------ A NOTARY PUBLIC IN AND FOR THE COUNTY OF ALBEMARLE, COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT EVERGREEN LAND COMPANY WHOSE NAME IS SIGNED TO THE STATEMENT OF CONSENT TO DIVISION HAS ACKNOWLEDGED THE SAME BEFORE ME IN MY -------- AND AND COMMONWEALTH AFFORESAID. GIVEN UNDER MY HAND THIS ----- DAY OF-----2003 NOTARY PUBLIC MY COMMIS57ON EXPIRES 4,458 LF 1,351 LF 24 VF 24 EA 1 EA 14 EA 47 EA TH f SCOTT R. COLLINSZ No. 35791 �SIONAL E11 Z 0 N F�1 W Ce f o w� W N N Q M W>� zw 0 J f� 00 H Q, v � w� LU r J W wow o¢ 00 U 0 Z (A Z DATE 213106 DRAWN BY DESIGNED BY I SRC CHECKED BY. 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I I I �l io ;, �>� � !: � III I ! t I I I� � / \ \r^ _ / J / ` \ \ J J - R � ��. � � t\ `� .. 1 � / O \ •!��'-� �\ - 20 000 / J , ' / �- /' / / r! / / / ✓ r c k ll( III I f I I / / r I / J ,1 \ /� fn \ J. i / r 4 �\ I / t\� __ __ / 1 BA 7, 702 S. F. - A I A )-.E Yl16 TH / / �� / / / / A-4 6; t I / �'' \ / \ D'A� GF EASE ENT / / / 9 ^/ / /'r/' t=i . ✓ r. h r L \ , ST 10 F00 7A 391 6�3�! 5 / I W O \ \1"L41 978.-<H��;.,,7' J /.,r ��r. \ \ O ~ V \ 1-` ' / �1 / � `� f �� J •�/ � / / / / � / � f / j /l j � / � f // ��ft' AJ:tp r �/' / � � �� p � _- r /' � <�C.� O '� / �1i//r i - "' / /kp0-/ / / / // /'`�L„y� ✓.:>`r''l. ffsl a'`,� a%J J�sr\ _04 11- .' F f / < oilo o� \ �o ✓ / /!t /r, / r �;/ f rf;l RI TIDAL C _ _ //(/ / ' / �: f = fi j rLl. / l ,, EXISTING /f '=fi' r•:.,. 4�. > , �, vim. "LXI - _ / i _4 / '/ / /�/ / / f rf /� �'! i� .. i.i tE?,/O/ i .�/f / L APES %" Jl. /� r ='1 ,✓' 3 O ,�,?� E r/ / / , 1,10l ,""` CREEK A. \ �� > dr-, ' NrTa PROPOS'�I� �3.35 ACRA,S" o\ OPEN SP-401% �� - - - - - - ,-•• "'r/_.-rr.. '9 / / i %"/y%..' Lfi %, L .)' ;J / / \/ R •e'�u� O N ' 'r' • \� O a y X �- VARIABLE/ WIDTH/V /DRAINA,GE EASEIv EI yam^` ►ENERGY DISSIPA TOR, CLASS / ,3g W RIP -RAP @ 0.07SLOPE 2' DEPTH W/ FILTER FABRI _ f 1 UNDERLA YMENT, W= 21 ' . L-18' -)OUTLET PROTECTION VDOL,CLASS I EC-1 RIPRAP L=10' W=16' 2' DEPTH W/ FILTER GEOTEXTILE FABRIC UNDERLAYMENT Pq W r-• fr, /f ` VEHICLE AND PEDESTRIAN ' ACCESS BRIDGE wj 'o, / 1141 c ,o1.�q,'� ✓ , UPPER BALLARD FIELD DB 2886, PG 134 18 za f/ PORTION OF ' J EXISTING TRAIL N79 44, 49"W WILL BE REMOVED a 2p'19"w 1261 3, S�•q •. ,r BACK TO THE CONNECTION 2,15' ,y SS• / r %' POINT WITH THE: , 83�0Sr'- PROPOSED TR f 06, '16 15 �I.ELD b �S. 6" /P 100 YR. -' FL OODPLAIND UPPER BALL,4RD FIELD * NOTE: LOTS 17 & 18 WILL HAVE A CRAWLSPACE FOUNDATION. IF A BASEMENT IS DESIRED FOR THESE LOTS, A GRINDER PUMP MUST BE USED FOR THE SANITARY SERVICE TO SERVICE THE BASEMENT. MFF = MINIMUM FINISHED FLOOR (BASED UPON ELEVATION OF SANITARY LATERAL AS DESIGNED FOR A CRAWL SPACE FOUNDATION) DRAINAGE DESCRIPTIONS MA 0. No. PIPE INFORMA T I ON INLET INFORMA TION COMMENTS DIA. (lin.) LENGTH (ft.) SLOPE (q) INVERT IN INVERT OUT MATERIAL INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM * ELEVV, 9 VDOT STD. ES-1 REQD. 10 36 164.52 0.51 712.05 705.9 CL. IV RCP 11 MH-2 724.40 VDOT STD. ST-1 & SL-1 REQD. 12 36 116.5 0.50 712.80 712.15 CL. IV RCP 13 0I-3BB B 26+43.35 10 720.94 VDOT STD. ST-1 & SL-1 REQD. 14 36 210.4 1.90 728.00 712.90 CL. 111 RCP 40 15 34.0 1.00 713.37 712.90 G'L. N RCP 41 D1-3B B 26+43.35 8 720.93 VDOT STD. ST-1 & SL-1 REQD. 41 A 15 138. 26 5. 83 708.15 700.09 CL. 111 RCP 418 DI-3B B 25+48.59 10 713 69 VD0T STD. ST-1 REQD. 42 15 14 Z O 2.00 711.20 708.25 CL. Ill RCP 43 Dl-7 715.20 VDOT STD. ST-1 REQD. 44 15 113.9 1.65 713.18 711.30 CL. III RCP 45 Dl-7 722.50 * RIM ELEVATION REFERS TO TOP OF MANHOLE COVER FOR STANDARD MANHOLES, AND TOP OF INLET BOX FOR STORMWATER INLETS. * VDOT STANDARD ST-1 STEPS SHALL BE USED FOR ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 200 LEGEND CRITICAL SLOPES F-I 'Cy_y_� . TREE PROTECTION AREA :::3 STREAM BUFFER TH 0 IUNo. COTT R. COLLINS � 35791 ��s'sIONAL E��t d CU I 0 0 Cu CU W ti d O O O z W J a Z Z U U 0 � o O w UUW CD UD r/ 0 H VJ 0 w Q a Wz Ce � 0 O d J C� vy U I d- o \ of �C) w N Q Q z > `�° DATE Q w �2 > rn 2/3/06 0 U-vjm 1 1 J Lu DRAWN BY 3 t- w _ C:)uj SRC w U W DESIGNED BY Q SRC w CHECKED BY U I S. COLLINS d- SCALE W 0i W 1"=50` ul -I-' U O I� H_ H W Q Y / H z (D i H Q. ~ z W ::D Ll 0 0 w z H -j f �1 < Q w a. m W Q Lu Lu Lu u V ) U Q H � w 0 O JOB NO. 22274 SHEET NO. 4 of 25 '/ / I ` 6' . ` 1 i ) / c':. "..i .`! l ' I j 1 ' / 5 / I4' 60 v / �- i /� / r a t ` "� GE I /�, I `71 'Not MATG'HLINE SE` , `J FEET . 6 : I - ' ; ,_ ; 1 ��/ ! , (,��O�/__11�0�15r` ,9.F , ��, (0 34( I' I I \7,1� L \ l� \ \ \ 1 / c /... i /. !-1 STA 1 l 12° { , I I . J / . / I 391231 �713/5_ e\r I I \ \\'�y��'' \ \ \ I 1. / . !'-/ ! ( ! 128 tI4197 6.5I I \ J / I., , I ANDSCAfPE �f% y'1 \ J r l l/ fl//; ! I.l l 1 f� ! I/ I 3 J `; / I 1 I / I I I I \ 3 Ln\� \ \ \ I r r J_HI ''A !" J I ( ! �, /' o°I ^' I I \ 1:-vB FFER \ \ i C 1 r! , ( ! l I x, ` I z v \+ ��`"" r�� : PEDI �54,A ! ! ! !�` i� s� ! C� I v . r I it _. j . X /<:, Bl0-R o r' ,' ! , r ! I ( / ' II ' I v I 1 \ --- .vr � ; ✓ �TE� ION 1 r AC S I G ! I I ` I 13 I \ - 7. ! 1 / : I I /'* I I fitY .y \ v vAREA 1-� / , ! �� .a.. , / r ( % ; I / v ° - - I ]�/ . 11. I - ., Jl r ( 1 P Sn::_ �� \ 10 TRAILWAY r // /' d, S I- . I I , _j . .1 . - I .: � .PRO 0 ED \. / / / J I I I '� 33 I 1 , ; S SH ET 22 h ./ • % i I I / 1. E LINE <> k \ EE E / sl / .1. ..'J .. , "� / qA 4 829 F. BA0,956 S.F.35 - -- \ FOR DETAILr J� :! , % j'� / /f .../ o ''r '� I \ (�, \ 32 1 1 I ' \ I - ko l \,�;-., :, /,� /:. l / / A / .. 21,261 S.F.\ { _ \_ of 1-1- -1(.. +! / ',/ '. A f.6,6 / c 391'22; . Q6 x : \ \ / rn\ - � � I ', � \ _ 22, 522 . F. / Z1_ \ rn n 20' DRR�tef . C f. �-- \ 22, 015 S\F - 1 -- - -/ - , / 1.- \ � rY �CF�F,_ r �, 7 I, .4 1� 2 5 k" l\ \ \ \ �R E1t4E I I I ` I BA`12,761_ S. , ;< / L , l .' ,:: / . j off_ \ \ \ L 86 BA 10, 076 S.F. /,. LOW FLOW J .r.:: �; �� I STRE , - / - i I 'D � ` �� '-OU-TEALL PI E rr j I / /\, �j -a _ , c \ \ �,1 _ r E� slcP� I I _ -- . .- r ` r ROTEETIOI /f� 1 \ - - - �,�BF RT PAUL'..MILLER 2 ''. \. OUTL r J, L. /i.:f..(. / \ \ 1 \ r9� i } / + , �\_ - (- - - - u.,\ l/DOT,'CL�kSS/l / /% \ , - \ i r R , �_. /- \`. . DB 1 L03 PG 62 5 ; . � / 1, , ./. 1 \ i \- _ 1 1 F r 17' _ - . i ( _ ,, TF;X'P RGLL Su 7.31lk< .. /'' , / ; J: l�• ti, 1 �' �- I 1 W NT %,� _ r Il . <;1 0 EXTILE FHB lG / ' , ^� I -L� U ..- z' / 1 I a500 7, / 1 ,__ ,:. N RLAYM NZ. � � / �i I I ' ADP I i \ _ \P - �i /' u � / .;� r f Q *. l t'T 11 � ,I� �Z�� // //� �0A 9' \ 1I ' O 1 T t•. / ��' . - ,, --- yy� VDOOT CLA I E ,:�, - r s / I, t 21, 595 S.F. , , {I r\X 28 DRAfRjAB€ \ n \ I, \1BENCHMARK :�Sj N \ / .` -.._1. \ A J� C:.7 i R1FpR P W=4 -1 /4. \ �, \ \ 1 1 I s5^ - _ / \ ELEV,...741.71 �::.{� >y , , / �G! \ \ \ 27 ^� T _ 102' r 93' ��- \ \�\ _� \ G. f W GEOTEXTIL \ � \ ' P 1 �- / � - \ 1g --- , �� FBRI�'UND _ T - / \ s l 7 A ' o \ o /4D- :x�- . ' ,. , ; V�r T . � ; ..7, . .:. . \ . \ 1 2 1 T ' i I I o I y 71 / � -I'll 11 - -_... _ 1 ,'\ `, \ , .. .-:-.. . _ - kl: ' , ' ((rBT L FROM Oyfi / ° \ ` \T \ \ \ l T i ! {1 t_, _ �I �- \<11V \ aU, 11 5 - I 5 6 \ \ 4t 7" f 0, : SLQPE. '. .`. `, \ \ �+ \\ 1 i COMPLETE - o , (� TLW OT,OE _ I \ ,� !I _._. - 1 � r ' ,., � � = � \ \ \ I FIRE H YD. I I \ \ �; \ I I �, ASSEMBLY / , /, \ /i1. I I 20, 750 S.F. - - , \ 1 \ / /' i • ,? ! / \+. \ \ 1 1 1 �I �I - B�1 _.9 932 S.F. _ 8"X6 TEE / , / . \ - ,�, , , a' . , I �r \\ \ , ' ! I I �z- c" I I , it 1.y': R; .\ ' �/ 1 ' 1 , - / J 111 ' ,,, y� .. �!!roTH� / :1 \ .\.. �r \ \ I I I + \ II \ \ `� I 137' - - - - I / I �\ I. T)RA TNTA GF. DESCRIPTIONS STR. N0. PIPE INFORMA T I ON I N L E T I N F O R M A T I O N COMMENTS DIA. (lln.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM * ELEV. 15 DI-3BB B 28+55.71 8 739.15 VDOT STD. ST-1 & SL-1 REQD. 16 30 34.5 1.51 730.52 730.00 CL. 111 RCP 17 D1-3BB B 28+55.71 10 739.15 VDOT STD. ST-1 REQD. 18 30 178.2 0.50 731.51 730.62 CL. III RCP 19 DI-3BB 30+43.83 6 741.52 VDOT STD. ST-1 REQD. 20 30 122.E 1. 00 732. 84 731. 61 CL. N RCP 21 DI-3CC B 31+80.44 6 740.33 VDOT STD. ST-1 REQD. 22 24 112.19 1.50 735.02 733.34 CL. lI/ RCP 23 DI-3B B 33+03.00 12 742.01 VDOT STD. ST-1 REQD. 24 24 298.50 1.63 739.99 735.12 CL. X RCP - 27 DI-3BB B 36+09.70 6 747.56 VDOT STD. ST-1 REQD. 28 24 44.1 1.00 740.53 740.09 CL. III RCP 29 DI-38B B 21+34.42 8 749.21 VDOT STD. ST-1 REQD. 30 18 34.0 1.00 741.37 741.03 CL. 111 RCP 31 DI-3BB B 21+33 G, ' '0 749.18 VDOT STD. ST-1 REQD. 32 18 43.2 1.00 741.90 741.47 CL. III RCP I 33 DI-3B B 37+08.79 8 749.37 VDOT STD. ST-1 REQD. 34 18 143.7 1.00 743.44 742.00 CL. 111 RCP 52 15 34.0 1.00 734.43 734.09 CL. 111 RCP 53 DI-3C B 31+80.43 8 740.33 VDOT STD. ST-1 REQD. 54 15 34.0 0.50 736.07 735.87 CL. llI RCP I 55 DI-3B B 33+03.79� 6 742.01 VDOT STD. ST-1 REQD. -_- - - -- --- - - / :� I - r I ^:, \ \ , 1 1 - �. , 23, 268 S. :\ _...._ .. \„ i ... � \ 1 : , o - _ -- - _ gA 12, 907i S.F. i > cJ � DRAINAGES /:: 'I 1, . ' -, \ �� 1 i , I ! °�' , q d 187'- I / / 20, 6 a / t �: - 8 I5,413 S� . _ _. ,n Es,MT. �; ` \ \' �I, I \ �I , I, I ,11 I _ `' / .VE-RICE :AN ' r.: i., 1 I I I 1 ; I ----�--------- _ w -� I / v r w! co / �' �XCS lNc ,� p (, ;, t i 1-144'-- - - , , I r i b� / WIRE --.FENCE '/. ; P�DESTRI/kN . - I ' r - ; _v s _ - / { F - + VAR. WIDTH DRAINAGE / I / ` _ . , ;,� .: .. ACCES.� BRID 1 - 1.I / ) I 1 ) I ) I - EASEMENT I / \_1' "" .\-'-'- I . . .1 . .... . -, I l jl + STA 1 � :04 1 3911$�1 r2 l l I /l 1 fl ( , / %72! 1- I I ° m _ / I / / irh. - - - - 7 /, �I/ l 7 I I � 10 , ,v I / / I , / I / / 11 i940 i':: /' /� I I FF� 747 I I/ / / f 1 1 1 f� M / \ . .1- ,-,- ..", '. . ,, . / j; / / /zlr \ I / ! i . I r 1 / I i'21,483 S.F. , �' / I , /I /' / _ . r F', a / J , S:rA 15 f 11 �39`I 020. 2 / \, , / 66 S.F. _... , / „�, // / 1 I I BA 12 0 27 1 2 I ''/' u P �' �...: /:� /Iiz il/r'/ ) , / x"� / / / / I / / I I / I - �'+-- /- 147'------'I I/ / / / i , ! 100' STREAM , / \ l l , l l ,, f (�; I I � / '20,639�S.R \° / / ; - T�o � / p % T / 'I / / � I( � 1 / / '� \ / �l : ( , /, Cr \� _' r r - - I I I / ; 24 / / / / i I I `. � j J I I I BA � 070 -S. F. / f � 192' I / �. �' _ / -- \ BUFFER ,1. _ / �{ �: t 1 l L I I I ( u / / la+bo I �.`-- -�� 'r fr ., . �!1 !'If t :. r 1 I ;:I j 7. , I I y CI 1 13'�C/L �/ �( YR.) � 1 / / J..7' 1 , 0'I I %\, �. / ::':. 1C I:1 e. f �� ` i I 1 1 I---6'f--I��(I'YP.)! / - C--------/ -- / 5t90 I T__±_�0 1 \_t" ----- - --- -- / !i> .,1 I I- IN, \ II ,; I ;'?� 1 t , 1 200' 2.5' E P B/CI (TYP.) _ - - / I ,�= (, --� Eh'JS 7/1\JG.,II ,- t �\ \. + \ \ 6'\PLANTING SKIP / I o / I ; v � i I 1 1 i / v 1 �. I \ 1 + 69' ALK // / r qL: ' STA 17104 391189 9 , •/ A • y . v A - - v cn !G \I 1 I Iy v I ( VAR. WIDT t G �T -f 1,36� -L � 11II I �I, I . \ \ \ \ -- s! k-01 / A A y h 11419408 CR _I_ I� l\�'i.. \ . \. , , \ -1 1 , - ' �� D AIN�AG ...-._... %� I \ >. . \ . i 1 1 I I 1 00 \ _ _ /% / / / t \EASEMENT \ ` {{� \ , , 1 \ \ 23 \ \ + A 1'I ly��` -t T \.\ \ t\ 1 11i \' I I t/ \ ` \ \ \ \ BA 10514 S 0 / /i �` \ t , \ \ \ 1)� \ \ 1 1 , \I \ �� / 20' PRIVATE SANS \ I-S\ ` �;, ; 11 f 1 , v .... ,-+ \ : \+1 , 1 1 1 I I I \• I 2c, 230 S.F. / / / " SEWER EA•SEM NT \- \ \ \ "`1 \, \\ `\ 1+�1 \\ \ ' \ \ \ r "; 11 1 1 1 1 I �' o, 9's7 I F 5 I _ / / �' \ \ \ \ , \ 1\ I .1... G':'' cam: \ 4 \: \ ` BA 5,1064 S.F. �_ / \ cn LUCILE B HATGH --� . j r\.. , I I / / \ 1 \ \ ' DB 2643 PG 352 \'� i� `\ 11 ; I v\I J \ 2 ' -f = I' \ \ o\ ,U , , TAX PARCEL 55 /9D5 __- It^... -.. ;1 1 11 \ 7� 5' \ \ \\ t ....:.:..... �... 1\\+\�Y .,:; ' 11� �� \ \ �` /' __ /��° \ ` \ . 4\1 ,� � • \'. \\ \ \ , KsS- Y ,22 \ M.F.F. 740.5 1 \ \\ t \ \;t \ \ \ � o \ /,,a »' \ 20,991 S.F. �\ 7 \ \ STA 1 T104 3911891.29 \... \ t \ \ \ \ \ \ x ;a X6 0 \ t + 3 \ \ \ \ \ o \ \TEE \ 1141. 08. 80 \ \ - \ . \ \ < + " �o \ ` \ (� \ ?2• \ o .,, BA 11, 253 S.F. \ \ 20, 099 S F. \ \ \ \ \ ",• \ \ . ... • \ \...\.\.\. i \ \ \ \ \ �� 21 \ �� , 1 VA WIDTH bRAI AGE BA 10,925 \ �� .. \ .. \ \ \ \ �\ \ \ \ \ 20 312\S. F` \ \ I I % + \ \ I I \ ... - �'.\..� .. \.\ - \ \ - ` BA 4. 321 S.F� \ \ \ EA EMENT \ �T\� /;� \ \ \ \ \ \ \ \ \ \ \. \ ` ` `\ �� " \ �\ \ \ \ / 6 \ \ 5 \ \ 18 1 y v �.I��o u*y v v\ v v / P 1 1 0 ____ %� -\ . :[R0 � �E- \ \ \ ' \ �� \ \ \ 0 1 o' ZZ p / . / \ \ �. \ . \ .\ o \ \l\ �\ _ \ \ I EXISTING ' \ \ \. \ - � \ \:\•\ - \ 04 \ \\\ \ 12 \ 52 \��, ,-30+00- - J I V � � , .. WIRE FENCE \ �...... \ \ \ \ \ - ' * RIM ELEVATION REFERS TO TOP OF MANHOLE COVER FOR STANDARD MANHOLES, AND TOPS OFF INLET BOX FOR STORMWATER INLETS. S. \• `��\ \ \ \ \ \ \ \ 1 , , _ %\ \ \� \ \ \ \ \ \ ,\ 0 * VDOT STANDARD ST-1 STEPS SHALL BE USED FOR ALL STRUCTURES WITH A DEPTH OF 4 -0 OR GREATER. , `` \ ` • \ ,' \ \ \ - \ -�. - \ \ 1,1 7 \S.F \ %\ \ \ \..�..\.. ...\. �. \ , \ \ \ 2 5 ° BEND = 10 LEGEND CRI TICAL SL OPES TREE PROTECTION AREA STREAM BUFFER LANDSCAPE BUFFER * NOTE: LOTS 21 & 24 WILL HAVE A CRAWLSPACE FOUNDATION. IF A BASEMENT IS DESIRED FOR THESE LOTS, A GRINDER PUMP MUST BE USED FOR THE SANITARY SERVICE TO SERVICE THE BASEMENT. MFF = MINIMUM FINISHED FLOOR (BASED UPON ELEVATION OF SANITARY LATERAL AS DESIGNED FOR A CRAWL SPACE FOUNDATION) GRAPHIC SCALE 25 50 100 IN FEET i inch = 50 ft. 200 \ \ \ \ \.. \ \BA 4, 961 S F. - \, � � I ,\ \ \ 4 \\ \�'\\ \"\1 \\ \ \ \ \ \ \ ` \ \ \ \� O__ ' i� %JE_N �EI\l\ - \` NATTKE BRAN �T ' \ ;..:\\ \�\ '.\. �.\ \ �\ \ ` ,\off\� __�� _ _ _ 2��'�BEND - -90 ( f '-I - \ \I." k � .� %% �, . I \ 1'�, � \ I", ,.,� \ 1 �X PARCEL 55 - 79D-I� \, ��'... . \.. \ �.. \ \ �, - \ '\ \ o J5 BA 7679 S.F- I \\ 1 - F \ � :. " �.�\ 5 \F \ ;., ; \. ;.Z \ \ 1� 2(i�19 S.F:� co - I r \' !��_-7 _ , l q ` ` \ _.. \ \ + \ I : - . ? .. \. �. � \ �- _I r f , I \ I � � \ \ \ \ 23, 342 S. \ ...\ �. 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' . - . . . . yam. - - - _ - ,//�/[/` IZ ! / :' '' �✓ I� ) \ �: \kr� . / -/ . -... (EXISTING - .. . i � / / \ \ \ if /- 1 �,. /. /.. T v� H .. A �' . _. is i / I , _ , .�` C /V i , , l /:: - �. /. J i' / �. Q ._ -r . I / � �.. I i/ I . I ;, / ;, ,� / ", I r 11. d : I , , / , V, , �. _ di \� /j � / / , i ///` i . . I ; I I .1 / I .1 J I I/ " / � . �� , I ti / a,� � / , ;1 ` I I i I'H p� Z'Z COTT R. COLLINS U No. 35791 11h, �SSIONAL E�% 0 W N w 0�Nr, z r' o-,. cr W > O � � wM - d -p_j w o w � I- 0000 T Z Z J J 0 u H ��o 0", � DATE 2/3106 DRAWN BY J. DALY DESIGNED BY A. GEORGE CHECKED BY S. COLLINS SCALE 150' i-1 P-4 W Q U) z /(D V H a.� z Uj au J~^, ce Q V / w a- 00 WQ W W * H H V) V 0� 1- W H i-1 -j i 9 W H a� _I 0 JOB NO. 22274 SHEET NO. 5 of 25 d F_ cU m I r- 0 0 cu cu cu d L,J I Q U 0 0 U) U) i s 0 6) d z 0 d J m s 75 v, U I d- r- cu cv cu f::� Q 0 IY 0 Q u 0 m s 75 w ,:� 0 Y W w U I cu w 0i El In -a, u 0 L d- U cd 0i 17 C5 i ( , I- i - � 31 %01 F / I ; ; ! I 'I : _. : �_, Q'`k k / \ 7- ��,p/ ; , --- , .. .. 1 .. , - _>_�� - _ I : I / , 4 U __ __/ / ... _._. . . _\, �,p �5- '35 1�7 , _,�__ __ ! I -1 ; . __ - Cn ; :_�-,- - �! ,v � -,'4 - ,- �,,.1 . . I , . _:�____.-.... - - ,.� _� _ _41 " , . 11 j l - a �4 / W`\ �� l / \� ; _ 5CL I— 41 / \ - - _ - ,-__ / '/ /: / ... ___ __ -"-. - __ . /: r,_ i , ,�_\_ \ �O� EXISTING �� EDGE 0 , 1/ \=�` \'a - E �, �f` PA l!EM NT ir I I W -- ___ / i o-„ate\ _-� _ / i )) Z-- ' ~- _ - _- - -- -- : \ , , . . r TMIG ..�_, I--- L!�j" � _ - -_ �� GRAYRO�K .. -`�. N /..- _,�'��- ( GRA /c L - i _ -- 1. I DRl1/� cXISTING - \x ��'- � UE3 1 �350, PG �j�3 _ - I f GRA VEL -� . - n l/ i` \ 775--- _ - s 1 _ E �� _ _ - DRIVE �'_'`'Y```j , -� . ��. -- �/ �-, 777/1 -1 , -1 " - - �- _ -_ // _� / 1. _ '' /` �'_� ��/ - - D-- �3u6, P , 14-a .� DRY dVSY ; EXISTING I/ - A> Y-^'F_ ,_` \ \\ -i r i / / ./ \ / -_-tip //' �� _� �.ti `\ ��, . _. _. - .-- ... .- ._-_/' _ - / / /� - -- \ 8 u WA T R VAL V 1�i _ \ >T`� e��`"~-�� _ --- ---- - _ . / \ - _ _ . ... B \ \ & FIRE HYDRANT / � �/ _ - E a� \ e . _ P \V - - \ 11, : /k = \ \ i - -- , �Y _ _ _ �' 9 _11 - _.._. - . . - -may. `\ /' / / /'�/ / / / ✓ - / -T G - / I. % ; I E ....`. j / / � /, .i/ .1% i / �(� I �- ��-�.-` - 1. - .. __�-- --� " -.. _.. ..'-.-3r�'� \ SHIFFLETT J/\CKIE11 - . \ 1 ,� � T EXISTING __:� I. - - , EXIT 7U G 55- 78 - ) _v_ 0 - i /' - /� + )" RHEAD. - ~I _ _ _. i -7 \ / ELECTRIC .0 / T4NK / - : / L- - / -. L /// / - i EXISTING 1ETAL / �� /' / �! ' iy , • I �I , lI, , / ` ' ` _ _ - l� -� - / BARNS // / /PARCH L- , =�8_ - /t �) - -; _ mow, 1.0.10 \ C R E S TC) B E l �� a - - -p -\- 11 �/- 1 /(' y� EXI - BI D WITH TAX ,,� - / / / / / / "-�// � / \ ( I - " _ ,� Iv_ �� lNG COM NE / / - ,/ r -I �`�c CHAIN ;LINK 4� : �►/ `4�7 \ /- 1._ -r PAR EL 55-78C / T --�� _ : i/ c' ' y�X/STING0 BRMAIVEI�T �5 `� �� /'/ FEN / _ �_ &7 f�I . ,/ ";�� '� I) - 4ME ` l l /; 1 J 2/ .. - ice' I - - \ 1. .► 1.J ,;, /, TRAILWAY __ , � , / i %' ` - ✓C�JD S,�e.D -� -_ ` \ - , - / / / - - -SE SHEET 22i , /' / / � �-f ��- , I / - f , .. -_ `� i �34j TAIL / - / � / �/1 /I / - EXISTING -- 1.- I // � f /, „�_�, o / / . WA-T . R.-MA HOE = ��6 :..o �/ L o . . l/. W 3 - '- U , -'�' ' < r - f / s 1 ((,, 8 / ' - ) - - - - �Xi�TII\}G / < / I : Ifl�r/ s. MuwSON a j/ n,o, - `� �/ ,/ I TlnlG _ .- _ _ �` .. �� \ L ", - '- 4 TAL BARN .... _ - � � � -- � � ;: \ ,- ; R. ,� i ,- _ / /% / / % /-/% /� N_ _ - -- / / / _ - - �1. TAl_; SHPU AI/I I , F� ,�i U i� . fv , - - - % - !� // _ / \ STA-15+52- 3 1288 60 / / / �� -I i - -/' 5 ____ _ . 1. / / /i �� 1 L420251!30 / ,/ - -� U E� 16 3 I F' 6 r / 2�' RIVATE SAN. \ / _ - it __ / // / / �// L' - �' l l I /A CNN RLY --- - _ - 4. --i - •� / SEWER EASEMENT // / / / /��/ L I - - \ ti" / / / / � / - x i ��'/ ; D B i 68�2 N GN rs4 _ /- �- I E I-TING \-�t::�4_, / j X 7' : _ -55 __ Jv �1 7i2S' / / ��- SAN�DP. r P/iC�RRIS� , , ; / / -�. _.. '/ /�_ :' - -- -- - � � ` \ 2 1 86 55, /� r�_� �� D 11; 5 3 -P u 2 "l /f l �i - - h e. / J - - - - - - /__/-/ / /� - /' i _ l i %' \ *NOTE: LOTS 31 & 32 WILL HAVE ', h ' /\ / 92 ov - I °� �,( <,- %- / -_ -_ `-/--/ - -: _ A CRAWLSPACE FOUNDATION. IF A I_�- � ,,�a.. \1 ) T` W , /`7"�",f %� l - -�- .. I ; .II f I I; jI . , , % .1 /� - - , �� BASEMENT IS DESIRED FOR THESE 20, SANITA Y r >` ..._ R�/ I'.- I- _ _ ?' 1 - LOTS, A GRINDER PUMP MUST BE r�, / ' APPROX. LOCATION ;OF _: \ I l`�' ( ( �1A1 +21� 7�' _. ' l j , USED FOR THE SANITARY SERVICE - ,_. I �\ ` , , I �\ SFWER EASEM NT, 3912 583 :' -'• �� ` / 23 / , C/L: OF W� T;ERLINE' � , \ ` _ _ 7 TO SERVICE THE BASEMENT. 46 / - \ 1420220.34 / ., --_�_ � %� ,- ._ \ - - - l BA 9;551 S.F. f / / \ �/ �, -� / / / ��_ I EASEMEN / / I / / - _ I r / �, I 20,000 �.F o%\'/ - ss ,�-� 5� , DB 14,49,�PG' 285 / l 1 ( / _ .-_ `, I \ I "; ✓- _ _L MFF =MINIMUM FINISHED FLOOR o�' \ ,� ST , p \ 5 93 , I - I / - / j' ` / I I \ 1' \ \ mod_ / / f - o I I_ \ 1SIG% \ - " �o . % _ - - �� 4' - - ' _ __ ) I I l � II \ �I l (BASED UPON ELEVATION OF �J / \ �o \ l - \ \- - I I� - _ _..- -// - ) _ �- -1 -" - I I ..e I :. _ - I I/ `-�-��__'- SANITARY LATERAL AS DESIGNED S.F. + O 20,047 S.F. ,I 2fI 108 S.F. - - /� �; / - + �.� _ '� n \ 1. - - :' f >� - -_. _, / , 14'3 S�: I^ \ \ B 9,638-S.F - -I �\ - 0 �-- / - - -'/3� / / 7 t / T�i FOR A CRAWL SPACE FOUNDATION) -� 1 cb �`� \ _ l 10, 500 S.� i ' I / - - / / / \ 1 \ / / v / --7 . 78 �5 THE TI 1 \ (o d i - - / � _ _ _ 0' , / � - --I- -_ I / /� S/G \ / i / - / a -_ 'i / I j // �. / I'l 11 11 -_ _--- `_ --- �f\ _ S� - - 5 _ / _ / / /(, t 1 I� / / Tom,' 12 \ 1 } I I 94 \ , - 6'� . LL� BE �' / __.1 '-% - ,`' �- ✓ / \ j /�\ I ,i: / , " " " : I`` �J'�/ / ' rl I I 1 , ,N / / / X rat,. ` i / / \ _� �z-r; , o `i 1 1 �i g6---- �\- /- ( � / ; --1 ��-%-- I\ I r `/ / \ O. .r. 23 j , / / l . / I I I 1 \ ,_ _ , �_ _ / L \ , , F. ', ,% / /' \ 11 O - r,' l I( - -_� I I l r It / _ \ � / �- 1� �\ >ai<o ° ` ., �,J` J - /! -s� / ��11 QXISTING/ r i 4 1` i\\ \ �" J .! / a Ir / r 1I / / \ I p R- -� IC SP��"D 6 4p q r _RLJ - / �h - / I + 1 \ \� - - `' / I k �W;IJ:il ( E �/ +o 9 i / t to' n WA TER LINE �, ` , \ \ / �'� -. l ,f I i, \ W - moo I - - O r % �" �� I // -= ` �' ,/ /ij/��CZ! l ` _ I _ \� � J - 4 \ (� rr ;t�� / I 1 1 f i 1 \ \ \ - rr _. ; s' I� I 1 1 1 c 1 7 BA -10, 207 S.F. I i I I ;1 I I n'.F1 \\\ \ I- I 1%2. \ `-I /'11 \ I I00 /20,177 SF f i', /" (.0 ! (.I !I I'\ \ \ \ , \ _ I- - I 1 _ 1 t y 49' \ / / / �_ \ F< / ;� v j I:( \ \ \ \ 7rVC ( I >8 ` I -� 9 A - rr v`�� 2Q / r �... i" I' I I ,`,;I' \ \ \�' \ \ GR H LEGEND 1 95 t I. AP IC SCALE I 1 i \\\ �I r 3 3j'' �- i i y - BARRY N. YANCEY & 14 I ,I i :( I \ , � \ I / 3m 89 I 1 JJ JJ 1 ) 9Z / % I r, I I I i I i 1 I I\ \ \ \11 50 0 25 50 100 200 I I 814 REDUC�R 1 / JCYC�E: �A. YAN�cY I v, \ „ / I I I i I \ � \ \El I I / C / / / 1 / I 1 \ 1 4 I GA TLC VAL VF i h� I \ \�� j -- / --, %se' /� D D 'I 6 2 a P V 7=26 C I I I I III I I '1 ; / \ \ \ \ \ ` \ l E HYDRANT T _ 4. CRITICAL SLOPES I I �20,115 S.F. I 4 0 ` 1 \ - ,l / _, = 77/,1 I I I I I , , '11 + I \ `\ \ \ , I :mn: I I, F A yo,126 S F I 1 1 s. 1 TYR� A B I. I - \ / / I I k �, i 1 t,\ \\ TREE PROTECTION AREA J V• I z I,,_ ' f" I I I C \ 1 IN FEET I / 0,1b5 S.F. 4 C SS \ / s 1 t\ ,t \ �:: 3 . 2 I I I BA 10,\874 S.F. \ 1 �/\\ \ 5 D P I 'i' \` l r / I r ; 1 \ 1 t 1' , t // / \ \ 1 inch = 50 ft. ��i I� \ I I 1 , ' I 11'Ij� ' " 1 ; I` , \ t \ \ r \ 1 0 1 \ i\ 4� - - - / 19u �„ - I I I I , I , I 11 I i t t \ STREAM BUFFER ti <;> \ \ I `� I \ 20, 044 s. F / I i l' r ' I ' ,I III 1 11III I I ` t \ ��' \ �i I STA 12+ 10 1391 513.18 BA 10, 034 S.F. / �4 , / I\ EXISTING STING I I , ;'( I I I , I 1 1 1 \I \ \ _I`\ I \ 33 Ill 999 .3 l /' /20,10,0 S.F% /� �r� { .. 41 I 1 111111 t `\\ \` l WIRE FENCE I I I I I \ \ \ ` a 1 I o lio IBA 1,,193,s.F. f // / I I I l i`' I I I i 11 \\ ,\ \ I \ I I \ �'� \ I^ 77 ---/ �.f ° / I � �, f/ 1 _ i Il ill II%i°III i \� %)I J \ / O I ' I / n, \I / \ I I \ \ 1 \ 0 SANITA Y �I o / l / / / / �/ / j l I r i l// /�`/ /�y I , r\;\ \ I I / / , r� ' l l t i ;II / r r \ \ EWER EA ME T I \_ N � l / / / l - --1 b / , / / / . l / Ill I / / \ / I / / - , I I I I, l l / / I < < \ I _I 60' \ \ \ I I - -- -- -- -- - k- � / // / � � / 1, STA 10+00 .3912476.39 j I / I l I4 ! 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't[°4�9 I\ I - I 20 PRIVATE SAN. __--I / i / / 20 P "I ZE,�IlN.� i - i " - - , i 1 1' : f I I / ,."I \ I SEWER EAS€MENL / / " J t it 1 I / /I;` t 1 1 a0' PRIVATE SAN. / - - -I - `_I - _ I I- /,\/ / , / � , SEWER�EASEM�NT� �.c r _- _ _ `` _I ''. ! 1 \ I I X�/,/�� 1 / / \ WER EASEMENTF - - - - - i " z / / / l'l l __ - / / / / I / / _. ` -`` ' 1 \ I l J / / /r / / / I' jj `' /- - I- - _I - - -'I I / / / / / . - / / / / >- ' 1 \ \, � i! P 1 / I ,o ,/` / /I \ 11 \ I I I -BENCHMARK _ _ _I -- - - /�-^` , , \ , '� / /` / , li \� \ \ / - - -- - --I-- ELEV. 756.54 I -I �, 1r`� / / / , / ( ,' 6 - i.� / - - ` -.9 ��°� 1\ \ \ ' I,1 Yf I I c / / /'� Il 1/ , i /; \\ \ \ \H \ - 1-� _ I� / p `I- - I (CP G' 1 �'- `/ c /�/1* l _ - ' i/ / - `_�_ _-- /.. / `� I l t 1�/ I i I 1/ I j) \ . \ l Na r - - (j, I � I - - -- >k- - ' - I oY.F.F. /i 6 a5 \ / "" 6 , " l 11:_ - - - - j ! ' - / _ - -� -/ /.. I �f I' l I I � II\ ! I' 1 /I / 111 II i i , i� \ Il;�= ` - t _ I� - - / - - - - 1 7..��1 IIIi�� I I 1 1 1 I I 11,4%/// I �I htF.F 7-59.46- r l l 24 29 S F ' T - - - ( - / r �1- - -I- I-- - - 22_228 S E - - -{- r 1�$ / ' / r \ • / - - - l - - � 1 - - /- / / j C I r t--, I `{�-r I -1r 111 t, I�f I I (I J / / i l I < / 1 1 1 22, 084jS. F - BA 12, 617 S. F- , 14, 283 / -F 59 YA - -/ - - I I J . k I I ra ,(/ 1 i % .I I ' , I� BA 12, 47 F. - -I -- i - - --_ _ - -I - I - 63 / r % - " - ! 1 \ / � I �`l I I , i, j.,, , / I 1 I I I / I i 1 \ \ ( I Cll� I- _ �' - - _ _ _ �'� TEMPOfZAR TURN / / I l I I , I I 1 / t \ I I _ - - I- - I- _ _ _ - -I .. 3 3 �; -6 3 / ` EST D-8_'_'-V1L L - -ABOU S -T BE I� -� \ -.-/ : ' e / I I \ I I I I �� %v I •y /, , III I , I I I / / / / /,I (I I I I / _I - I - - i 6 63 - - -' - / / -- - EMaD MATH \ I / / \ I I �(//,� 1 i j I / / / / / / I l ! ! I /. ,.F. �J _ - _ -- -I - �5 / ! „ _ _ I I \ I i�i \/ I I// II • , Ir r / /// I `�, �_y\._ � - - - ----91 , .. ' ,. ' / �\ �! - " - NTO EX1S ING - --- � _ _- ---� / l I l / I I r I' a� l / l / 11/ l I I \ \ 1 / , S.F, 'f a �J��'I �� r I 7`-T 5% / y �' - i =- - ' - - - \ \ / l \ / / `/ I l/i / / l I I I \ ` _ _�- -� �"1 _ " _ - / / / I 1 y ,- " I f T I I / I l i a / , 1 \� 1 \ / 8 67 - - _1 - << i' T - _ a -- - _ \ _t - ' I I It 1 III ', �. / 1 I. , , / , 1 , t1I ; I!,I ' I I I \ \ , ` __ r � - - - =� - r II __� _ 1 --= - , - /� - - -- <".. _- Y'1 -// .. { ///� ' �- i4�N P n 1 _= �� \+ r ``/ { tI ' 1 �' I ' ' �1I I 1,`1t11h 11III(//II I + I \I \ 11 _ - - - 9�AD % - ' - " - �` r, / b , ,I I 1 1 1 1 /I I� I l __ " " " , , < - - rt6`' = , - - _._ - - _ "- � Wiz; r,_ I y I I\ \�; 1 , 1 111 \ \ \ 1,111 I' I I I i I I I l \ \ < _ _ < A�% - - - - I -__ + Cr / R�a._L RC�A(�'-\I\//�F I I I / ' 1 I i 1 1 ( I I\ \ c •r/,//y� "'" k - - ---�-. __ -� � :- ._�.�- 7 C, - I I ?a� - I { I ( I / \ \ \ rY- _ _ / f� A/i � _ _ - A/ / ' -� ,-`___-L _-G--�_`'�,_---_� ._ \ '''' `-\... \ \ -��5-i $/ �,� ` �/ `�� ' I Imo/ I 1 \ �', �' 1 1 \ \ 1 \, , \ , t , ' I i I \ \ '\ \ \ \ 18+ 0 lYl o / y i% - - - - e 1t ;i6,� ,- / - --- I ' , -�-- r - -az=r , I 1 ,/ ! 1, �1 \ 1 , 1 I � ,\ \ - / / - J _ -- - _ 1271 i / i�� i / / ,- / f � 6 ` L__�� '-=_=� .�"-- \� \ , `� Z-�� y ; 1'1' ' 1 / 1 I Y l 1 \ t \ + 1 + + t 1 1 t I I r \ ` s \ SIRNo. N0. PIPE INFORMA T I ON INLET INFORMA TION COMMENTS DIA. (11n.) LENGTH (ft.) SLOPE (V INVERT IN INVERT OUT MATERIAL INLET TYPE NOSE TYPE INLET STA77ON SLOT LENGTH RIM * ELEV. 59A 15 150.62 1.67 738.00 73,5.46 CL. 111 RCP 59 DI-3B 14+34.22 745.60 VDOT STD. ST-1 REQD. 61 A 15 34 4.65 738.44 738.10 CL. 111 RCP 61 DI-3B B 14+34.22 10 745.60 VDOT STD. ST-1 REQD. 62A 15 120.77 2.78 741.45 7 38.1 CL. 111 RCP 63 DI-33 B 15+53.12 8 748.48 VDOT S7D. ST-1 REQD. 66 15 117.67 2.77 744.72 741.55 CL. III RCP 67 DI-3B B 16+72.66 10 750.21 VDOT STD. ST-1 REQD. 89 DI-3B B 17+57.41 8 766.86 VDOT STD. ST-1 REQD. 90 18 44.7 1.32 760.85 76-0.26 CL. 111 RCP 91 DI-3B B 10+43.52 6 768.13 VDOT STD. ST-1 REQD. 92 18 34.4 1.00 761.29 760.95 CL. III RCP 93 DI-3B B 10+48.68 12 768.17 VDQT STD. ST-1 REQD. 94 15 42.5 1.00 761.81 761 - - CL• Ill RCP 95 _. ___ B 18+52.47 6 769.88 VDOT STD. ST-1 REQD. 96 /5 160.5 1.00 763.52 76'1.91 U. N RCP 97 DI-3C B 20+10.74 8 769.21 VDOT STD. ST-1 REQD. 98 15 34.0 1.00 750.99 750.65 CL. III RCP / '- W' / ' - - _ - r - v _�� / y � ., -».- Y _/ , >� �--i'` _-°' � ' �� I -t I \` \ \ \ \ \ �' \\ t `,\ \ : \ \ *RIM ELEVATION REFERS TO TOP OF MANHOLE COVER FOR STANDARD MANHOLES AND TOP OF INLET BOX FOR STORMWATER INLETS. �/ " 110�_ - " _ - _ _ '" ?/5 / ; / / / / '- �- - I ' ��l_SI�',� c - ,,- }\� " - � -� / - \ _�� 1, y� \ � \ l � . , \ , a .' " _ - _ - - _ _ - r- - 7 4 ,��! ..;' I/ / -_�.12-ilk_ \� �i � �' �-�:`= ____ /I;•• 1 <''��'{ / / / \ \ 1 `\ \ \ ' \ \ * , » l - - - -- - _33' " I _ // 1 -lf - \ __--ram _-� _ / , I - ,, `,�(E' � ' VDOT STANDARD ST-1 STEPS SHALL BE USED FOR ALL STRUCTURES WITH A DEPTH OF 4-0 OR GREATER. \ -94 - - - - - h 6 A7. i �� / \ _ OJ �Z' �``� ,� ` " :( / i l �I I I I \ \ \ - I j, / -, r 1 0� �p T � �- a I SCOTT R. COLLINS� U No. 35791 ,�:, %�Is�� ZONAL E�.6�;V E 0 (p (u o'� I, - CD 0 (u (U (u �wW V) O U O :a V V W zk_4 �_ a ti . Q Q U � j Q 0 WUVW CD 0 Z W z .LJ I O ) 2 j w Q v cj� W � E W �' z / W Ii v' p u W O d J 0 U I Ir w o \ Cu Fo o 1 \" o IW N tl- (O t0 Q (), N r-i O V) > `-i DATE O Q w w - rn 2/3/06 w � J DRAWN BY 6 u-i 9w I-- H 00 s W U DESIGNED BY Q 0 Y ,K . w w CHECKED BY u S. COLLINS d- SCALE (0u Ll (u 111 = 50' o In I-' u v 0 L n El W p__1 W WQ V) z z_ (.9 i H _ r) F z WZ) Ov a 0 w 7p rE--�I � Q vl � J vww a co W QLij ul W H H V) U01-1 f- U) _I o H i W g w E- J ma 0 JOB NO. 22274 SHEET NO. 7 of 25 TH 07,N LOW POINT ELEV = 750.68 LOW POINT STA = 38+55.32 HIGH POINT ELEV = 750.82 PVI STA = 39+00 HIGH POINT STA = 38+14.58 PVI ELEV = 750.33 PVI STA = 38+00 A.D. = 4.03 It O PVI ELEV = 750.96 K = 32.26 N M A. D. _ - 2.45 00 a V) , � K = 24.47 130.00' VC N �00 V) yMr-�D fl, � - r, 60.00' N VC o0000M (D 1 PVI STA = 40+50 PVI ELEV = 755.43 A.D. _ -1.40 K = 17.86 25.00' VC OM o LO 0000 L r N O 0 I\ + W) o+ � II II o It lJJ > W W 6i J N Z 1---0>> z M0 z 0 r `t LO 0) 0 > W W > NLO Q V)l- r, 0 0 I� L6'q- f f f 0- .06 Q o +M�d O Lrzz > W > W�% OQ 0090Lc +rt LO + v zr0 zZ) Q�--- NM�zO M Z <a - m m LLMV )1-ZZZ poJ° it<Q» Q V )1-Zz J10,00 - -0.63/ �. 8 "X8 ' EE 8 "X 2-8 V. 8" r:0 8" C 52 --- DI W � S1R•34 4 1�% 00 LO�r. SER. 143 70 t• 1Fj� R r` LO roj 0 -- 1.a0% o 0 • 1$i0• RC cnI-z -- STR. 44.13 8 WA TT SER. EXIS ING CENTER INE LOT 15 WAT. SER. 1.00 24in. ° CLOT STR.32 45; OFFSET RIGHT 16 WAT. SER. S 30 1.00% 34. L.F. 18in. RCP 18i . RCP 00 cr0 M M M O N .d. O d- N CF) ::D d- �-F-0 �Q 0) 00 V) V)1-- Z z In W V) V) • ! O) m LLJ z z _) (�0 M.P.H. D SIGN SPE D) + U In Q Q I.I cn i- � 't. N r 0 00 1,- M Q O Lr) � tn rjO LO MMM 00 36+00 37+00 38+00 39+00 40+00 760 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 A6 740 f16111 720 710 41 +00 760 750 TIE TO EX. MOUNT VISTA LANE, STA. 14+33. 72 TIE TO EX.� STR. 26 - 740 730 DATUM LLEV 725.00 PVI STA = 15+25 PVI ELEV = 748.46 A.D. _ -2.09 K = 119.56 250.00' VC ( IN FEET ) 1 inch == 50 ft. 200 PVI STA = 17+50 PVI ELEV = 751.00 A.D. = 0.92 K = 190.03 175.00' VC - 0 M M NOTE: MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HIGH POINT ELEV = 754.68 HIGH POINT STA = 19+43.7(,-; PVI STA = 19+65 PVI ELEV = 755.41 A.D. _ -7.13 K = 14.03 LOW POINT ELEV = 747.86 LOW POINT STA = 21+42.39 100.00' VC - PVI STA = 21+25 PVI ELEV = 747.28 M M A. D. = 7.08 + K = 11.30 0) M M r + � 1 80.00' VC--i a ton O CO r` > 0 N r LO 00 M - - M r to r m m N O of + o uD LO +_ V) 0 -- -'�--� > W 0 N r`Co LO co 0 to 0 M M 0 `- i ___� W L>i 1 W (n �; i LO O+ r + M _ - W >> + o0 _ 00 VV))VV))o� zz W W m> 00 / .0' MIN �� QW w + \s08g >> W W �� 1340T 34 WA SER. > > / V✓A . SER. 9,1 7 2• pQ .. WAT. T SER. WAT. SER. WAT. R. N 8" 6" TE srR 64 wAT. sER. _ /' 8" CL. ,52 r WAT. SER. I o C O FIRE PLETE E HYD. •�'' Fi.... -• DI W ai 31 T WAT. SER.LOT 1 X8 TES _ 3 P 2 65% CO 1,J V15'CD " G. V. f SCR F 1n RGP dM `- 't 2. � err--7 0 'T( 0 1Gj�n• LO -t + 0o d 0 Z Vn V) F- -- CD 0i `- z `� g P EXISTING CENTERLINE o F• 45' OFFSET RIGHT owi-fz z T. S WA R. 6 45' OFFSET LEFT W 4 T. SER. Q �5p 1' 6 ° GP z 15�t� -j OD 0 W + MOLINT VISTA LAN v- N m (20 M.P.H. DE'SrGN SPEED) am V) �d M r� It �N d r�M N �N O .00 r- ��f r- �N O `-O cS� �O M Ln0 r- �.(0 co NM M r0 0) 00 M 000 00 M O co d G; �} O� M d O L O M LO cLn LO M L0 to L LO (O M M r M00 LO LO O LOIt d d 14+ 00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 SCOTT R. COLLINS� No. 35791 ILI ZONAL E o rn W N N Lr1j� OUP Q - ao � Um LL W d ul � J uO� o¢ 00 V 0 z J J 0 u tzZLLJ Q u U -K � zQ40 o� W >LLI Q ty., w ZE � o LLJ W � W DATE 213106 V►D l ffil DESIGNED BY CHECKED BY S. COLLINS SCALE z "=50' (H) 1 "=5' (V) H H Lf)' ~ WI W H F-i z 0 T< 1� ..L� > a W z Q O VJ 2 W z W Q aC W * \ v W U�Q U' zH � H H � [� w 0 H\ = 0 � Q 0 0 r.-e O JOB NO. 22274 SHEET NO. 9 of 25 Cl SCOTT R. COLLINS,;;' UU No. 35791 1� o0o 0')O 00 � 4 o � o ¢ O r `n SIONAL E��1 d o�i Nbod' 006N� �70 NrZO 00 OZ 0 0 +L6r1-- It O Z O 00N+ Nr-tO6 O I>- O� �QD 0ZZ N 00 r- fi p r <n » N +Opp 10 _0�� : �� Nr ZZ N nF-ZO Z 3� C M N zO +ai E to I O� vi �`�Qa =< > > 8 F MILL STONE �¢ �� vzz » N r- �<o_ p 2 v)� z z THREE BOARD n p�C LANE ��o z �zo LANE 0 z z Nr W 154.86 L.F. 8" CL. 52 8» CL. 2 r O Z o 0 1 DI W/L '-- Dl W/L rn � +air1- O Q 0 8 in. VC rn^ ,NJ °°�zo a z z v7 � �$ M t� I06 F- O ® U) CQj Q + 04 �0 ~ Q o Q 8~zZ �n. p� 1.5' 73 r/ P 3 O j F- z C Y 59.71 L.F. 1.5' H wQ�� in. PVC —_ 187. 4 L.F. ----- � 0. q 0 � � 59.95 L.F.F 8 in PVC 175—.2'-- 1 L. 57.1 0.55 ^ .F L. - --_ ce � 8 in. PVC ad 0.5;5 8 in. CL. 0.51-1 174.94 L.F. w o 0.55 in. CL 50 D.I. �� 8 in CL 50 D.I. 39 4. 6 L.F. MH720 X. 6- H 46 81in. pVC w(0N t to Q 07 O d N t? O �- N t� t� O O O �- � 00 O C0 to O 1� 00 r� O 00 O 00 cD 00 0 Q � (O f CV 06 LO � L0 N 07 N L0 �- Ln O L0 06 � d (6 d C6 d (0 d C6 d- 6 d 4 d �f d � d Cam! d r O d- O d 6 G ai r- 06 � � � N co c0 c0 r� M in M � V) r7 L�wLJ > 1° DATE Uj 0 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 2:0+00 19+00 18+00 17+00 W > 00 rn 213106 V- � M 710 � H F- DRAWN BY w ui oil!to af `n `n cfl 740 u7N �� ONN O�N �ONr N`- �� U DESIGNED BY N + �� Lo ONE o6I-r--. +ool�i- r�Cij D �O,- �� M r ZD O I-71 =1-z0 �I� O mtor-z0 CHECKED BY Q �zz g�zz � zzz N S. S. COLLINS 0 SCALE �p o 00 1 „_50' (H) „=5' + c�v 1 730 �V)i-- •z +�zo $ �.F n 0 8 �h. z z r p 106.86 L.F. 121.37 L.F. N f of 8 in. VC 361.9 L.F. o N N 8 i. PVC --- 114.24 L.F. z E- I" 720 Ph r Z O ---------_ 3 0.49 L.F. E"-1 a, > j 8 in. P --________ _ 1---1 � ozz 8 in. PVC 115.81 •F W (n z 2. Q � > z (n 710 W o U H w H E 46 � Q o .6-Mh1 m I� cL LU -' LuLU H H H O H T r- 0 c0 00 0060 Q Z X o O w ° z r--- O �' ~ z HORIZON "'AL VERTICAL -o GL 3: RAPHIC CALF GRAPHIC SCALE 0 Q 2 50 0 25 50 100 200 2.5 1 690 OV R CENTS INS OF P PE ( IN FEE` ) IN FEET) ma I inch = 5 ft. 1 inch = 5 f 680 O f r (D �- 00 CU O r0 N O to O N to O d- � �- O c0 N r7 r7 0) r r JOB NO. N N N N N N N N N r7 N N V) N N N (111 N N N N N N O O 22274 I r i ( h I r• P r P I O 00 O SHEET NO. 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 13 of 25 a C d 0 0 M d' I— d- r, 0 QO� co ff Z 00 N CA M + Z or,Z0 V) Z Z 35 �. F 8 gin, pvc S �.F 3. 0 0 00 r` r- LO In CV r` 4+00 3+00 2+00 1 +00 770 760 0 00 00") ram) r6(c)r. + D r- z z 0 QD_>j� -0zzz 750 740 0+ 00 NOTE: MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. TH ' SCOTT R. COLLINS' ,U No. 35791 ,�.,SvOMAL ��01 W 0`'UQ Z U q w U Q O HO Q W W W Q C O W � W uj Lu w rl M c° \ N Q M > DATE zW ,Q 213106 m w U J DRAWN BY W C) Elf 00 _ V DESIGNED BY CHECKED BY S. COLLINS SCALE 1 "=50' (H) Ll 111=51 (�) uj Lu W a vr ) H z H H �a CL W o wJ Q U � H -j L- C1) a O E m r- W a uj W u J U�� v7 � 1 (A H J a W H z Q JOB NO. 22274 SHEET NO. 14 of 25 - . / , / I I 11 / / I I 0 i 1, ,% I I '_1. RX // ��Z,�,. , "' , //,/ /./ , , '. / / N "'. �6g ;R I I ." . \, I " - \.. 'X " � - � , N, \ ,� ") 11 f � / i r � ___` 'Llw-igid. , \ - 77_7�_77 . , �, I I � , ,\ I `1 . -__-, I - -I' , �, /- _ ... \ ,� "'_ I - -, I / /X,/ ./ / I / /, -.-- , , . ; � _./ --.---- - - ----- .-I, I \ ,�--�,5_:_- zx // / � , I ge ]WW- - AM' m� � -I � I I H - ,_ - .� I'/ I - / / ,,, / ./// /I ') / / / ,. I .t__.,�_ f". �� \ � � \. , I. \ \ \ 1, I i 1 ! /-- _\ __� --- I ) �I. � " '. .,,- --�,- / I , / , — ,!�_�� - I � � \1 \ I i / X, � , -9:.. I - .1 �Z��-�� ,a?. , I � \ I . 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HIGHER. -THAN THE .VARIES .SCOTT R. COLLINS � . � I ' m0 TOP (CROWN)- ELEVATION OF THE THE LOWEST PIPE .CONNECTED SIZE BRANCH AND VALVE BOX JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. I ' �. _ PLUG i TO THE. MANHOLE. ,. VALVE THE SAME AS . . NDT BE LOCATED WITHIN THE RIGHT OF WAY, a• I ' ° O t_I � WATER MAIN U No. 35791 ,�. SHALL 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN' SHALL BE 824" IN 8" INITIAL BACKFILL 8 x4 IN a. ? I• ` ( CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE".. �,� --0 * 101E=r . . �-'^-10 L-= MIN MINI MIN. _ MIN. 2. OR AN APPROVED EQUAL. O ,. I.I.1. M.J. PLUG �' " I 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION. SHALL BE 2% (1/4" �SSI V E11�1 s-1 ' . 5 r �w` �: J 6 BEDDING ` I 1 1 PER FOOT) .. Q , . VARIES . NAL --id ' 0 ' "�' •' #68 STONE. SHALL HAVE MINIMUM. tx .1 L . * .. 4.ALL. SEWER LATERALS ALC VE A. M M I r "I. [ Pr �7 "'Ift=9mv • STABLE SOIL ROCK DIAMETER OF 4". 2' MIN:. ;:•,• . . FOR ALL FOR TEE OR WYE ITTINGS .. * SCRAPE THE BOTTOM OF'THE TRENCH: REMOVE ALL. WIDEN TRENCH TO . • P. . . 5.ALL SEWER LATERALS SHALL HAVE A .MINIMUM COVER STONES TO )INSURE THE PIPE DOESN'T REST .ON ROCK AND --- ACCOMMODATE OF 3 FEET WATER MAIN ROD VALVE >_ ANCHOR IF . d . . THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 4 • REQUIRED. SALT . . . . TEE � WATER SEWER . . #68 STONE. mfn M1. . . BEDDING AS TREATED 0 j J - LI jv m . w REQUIRED . I D. . FINISHED GROUND AARKER . . » ,1 I to . :<''�: (TYPE B )1. . Or < . .. . FOUNDATION IN P-9-QR SOIL.. .UNDER -CUT CONDITION _ .:• •r.' �.. . m . . . . . . . LOCATION OF OTHER UTILITIES . . . . . . - '.. CD (GAS, .ELECTRIC," TELEPHONE, CABLE, ETC. .. PLUG . 0 I" ti . 45' 4 Z MIN M T f .. VARIES .. METER BOX $EE FIG. W-7) I cd UJ 4�MI INITIAL BACKFILL a MI �,. ' K z o o cu -UNSTABLE - a. » SECTION 1-1 SECTION 2-2 . . �i � ^� PVC SLEEVE . � THREADED FOR COUPLING 0 U U � . EASEMENT WIDTHS, WATER OR SEWER ONLY 20 MINIMUM UNSTA 8 8" 8 _ � ." _ I .. WATER & SEWER 30 MINIMUM SOIL ' MI.. MIN. MIN MIN t AND CAP f > d #68 STONE I- PLUG END OF � `N0, 57 STONE � � ~ � � `•� . 1: = ;, ,' ? _ 68 STONE - '' PIPE - DEGREE BEND DIMENSIONS. VOL. ,.TEE AND PLUGS : VOL. THRUST. BLOCK ' " . . � Z U i:• '`% 'rx'`; SIZE OF (FEET) CU:YD. " (FEET) CU.YD. MAIN LINE ,SERVICE LATERAL U p Q i'.. . . � BEND:. L H T L H T N' SECTION VALVE %5T iL, aCK' STABLE SOIL OR ROCK, 45'0 0 : I 2" PIPE SLOPED 0 0 p Lu SEE PART -3, PARAGRAPH Dl SEPARATION OF WATER & SEWER LINES.. 90 ' 2.50 2.50 3.01 0.241. . . TO DRAIN IF . m Z W » 45 2.00 2.25 2.60 0.15. GRADE ALLOWS z Q Q 4 & 6 22 1/2 1.60 2.00 2.52 0.10 .2.00 2.25 2.50 . G.15 . M.J. FITTING . 0 Q W 06 . 11 1 /4 - 1.50 2.00 2.50 0.10 U) (O j . NOTE I, 90 3.66 3.16 3.21 0.48 . . _ - " w Q � z . . 1. NO ROCKS SHALL BE ALLOWED MTHIN 24 OF . THE WATER LINES. 8» . 45 2.66 2.66 . .2.77 0.26 - 2 GALv. 6) " 3.16 2.91 2.66 0.32 UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 2. NO . ROCK,S LARGER THAN 6 IN ANY DIMENSION SHALL, .E3E ALLOWED.. 22 1/2 t.ss 2.16 2.69 0.13 I -- I �� VARIES VARIES PIPE' > � d it 1/4 1.66 2.16 2.67 0.13 _I� __rw- .• r,:� L 90' TO THE RIGHT OF. WAY. ABOVE THE INITIAL BACKFILL. . . . 3.THE INITIAL BACKFILL SHALT_ BE PLACED 'AND COMPACTED IN 6" LIFTS. 90 4.83 3.83 3.42 0.83 II -T 2" THREADED TAP ■�■ __P . .. .. WYE - . » » 45 3 33' 3 58 2 95 0 43 10• & 12 3 83 4 00 2 $3 0'S2 IN L NE EE PLUG. . 4. NO ORGANIC OR .FROZEN MATERIAL OR .DEBRIS SHALL .BE ALLOWED . 22 1/2 2.33 2.58 2.86 0.24 . _ PLAN .. .. ce 0 .iN THE .TRENCH. � ' d 11 1 4 1 83 2 33 2 84 018 ' . 5. BELL HOLES SHALL. BE DUG OUT IN ALL CASES. 1.. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES1. .. . VARIES DEAD EN.D SIZE, DEAD ENDS AND AT VALVES. +, E » A"� . ... .. . . . . . 2. USE 2500 P.S.I. CONCRETE. (TYP �;, ' :. 3. NO CONCRETE SHALL BE POURED .ON ANY PART OF THE JOINT. ' . - . R ,' 75 UTILITY LOCATIONS &. EASEMENT .WIDTHS DU CTILE � IROIN WATER 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE. & SIZE OF . . . . . . ALL THRUST. BLOCKS. ' . . TYPICAL � SEWER SERVICE LATERAL: CONNECTION' TYPICAL 'BLOW -.OFF ASSEMBLY z . . NTw_1 PIPE INSTALLATION 8c BEDDING CONCRETE THRUST BLOCKS . FIG. . . .. . . . . . ... . . . . . . . .. . .. . . .. . cu . - _ .. - . NTS G W _ FIG. W 2. .. FIG. W 3 w N.T.S.N.T.S TD-12. ------ . . I- �I o -- .. .. .. , . . Tr)-i z . .. .. TD-14 .. . . . . Q .� FIG. S-2 FIG. 8 cv 1-1 y 1- COMPRESSION X 3/4' MALE PIPE COUPL'NC _ w rn d- cp Q . OR APPROVED EQUAL ' ' . .. /�PLACE 5' GALV. " WITNESS " POST PAINTED f ---_ - N BLUE TO INDICATE VALVE LOCATION AS. .. - , . Chapter B -- Culverts � OC N � � > tO DATE � o DIRECTED: MARKER LOCATION MAY BE SUBJECT . . . TO HIGHWAY DEPARTMENT APPROVAL, z COVER.LIFT NOTCH - Q It . . 14, 1/2" OrSPA:a W: ff.. Oq.y» ! / / oc�'O1 2306 i :_3--.y �Ca}Oft:Y My 3PtL .arp;W". WLL_ > » 12 3 8 fOp-.0' A LL W SOFT COPIER ,�U. .. TqP a-,RPR+I'., .± ;vlr aF.-.iw u w `r DRAWN BY � FlNISHED GRADE FOR USE ON ATTAGHrq SINGLE ihLNLY . ' . . 12 1/2 .. . .. _ -- {- ._ 1 1 ' AND [RRtGATiON SIR CfS. DUAL RESFOFlitiAl r.:"TSi I I o I-~ - 1 RL$IOENn N :. . ' Text x1" TEE _^•-_•,I . . .. • • N T+41ttr CD Q . "E S . - ! • WATER ri?... : 'acaJru :r` .. W . v DESIGNED BY Q :u 0 }o *. � Ljh F `t Lil•• - tsa• O tru: - T" Q SRC ,�. R SLOP" IYt`3CEf<Efl . X W LI D ,NG AB VALVE BO _ . A DJUST LE .. .. r NOT:: 11 . I ( BINGHAM do TAYLOR FIG. NO.Ld 4905 NWt4EAi"0 P71INcs " CAST IRON LID W TQE :QA71{jNA:'. GO,NST7ZtfC;T - � SEC%i J i �a�tNSiAE'vI C`s (u,L CHECKED BY {� . METER BOX ' _ UCF?AvATI � q j$• by arEa: z U (SCREW TYPE) OR APPROVED EQUAL (FLAh`<D L�y;v) '. _ - ' ., _ . QUA( _ SERVICE f I ,•, .I'• C".a^+., rO' I I z C4 )� LIIAJ'L RIP RAP BASIN ,ENERGY DISSIPA TOR _` 4":, _ ,.�7� sRc . .. .. - .� (;OMPRESSITa'i x J/4' I E ' COUPLING ! r- r- �A ... I OR APPROVED EQUAL _ -.. - y;,.SCALE cl.l M /`Isom -"� R 1`�' ry CC DD EE FF GG , .4 . r r GOPP- .. . STk# AA BB �-. (3 . N . .. '.. _ram: ,z-f- ` a�.... � r--� - N... g: AS NOTED w `] �._ �..�__ 4 2 80 5 16 2 80 _ e< _ - F " �,. i��' i °i�. aazF:i Yi,as�t I ra , 1 t.. . . M.J. GATE VALVE' . { FOR 05E ON DETACr1ED S`NG:C FAM1Y t8Fm," .. ;.W� r • d itTca - rToa1. f Me.TER IS :E ROVI WHERE A F LFFGCA'IGN +. 1 k:••rrasc . i. ;sew,; 51 8 25 8 8 29 20 - � � � tt<TER S NGT PROVIL_TN. QIl1. ' .. ... . ,: . :: 6" EXTENSION-szaTrT- - :•. . . .s.v� . r: - _ _ _ _ . . S NCLF ....1.1. END OF PIPE i �'1 .. . �T? aDcas .-HA:: u c 6" . 0:..-1 . a �j H4F-� ' 1 USED ON PV4 P:PE, . . 2 1 R " A (TALL SAIWE . ' i hr 5; VI,.E L TERaL 5 BE 1NE . . ... T SIZE AS TN{ t CWPER3T FIE t EXCEPT a5 NOTED . MOVE OR UN-M 0jh9RYA5E APPROVED i- NISI >rc + ,,ID ` ( PLACES)- ` PIP n WATER ' .. LINE 2 P AA - , _ a ,-_ � T 1! FL4$ti D GRADE BROOKS 2200 SERIES BB :�� tE' .1. • ' r..:` . . Q t/4 s:r�rJ G 7upt1.; , 10--75I i-Y ORCOX5 2200 !M<5 DOX VA1r . . ... Git3• nzuv. I. 1w I WVZ: LER NO. !i-.T506H I') LOCIti1HY^a _ EXTENSION 03 APPROVE() EQJA(. 1 . . ' ..: . i-'..NhFSRs;'P�; "' } N0. H-1505U t ?'. 2.•i hf;G' E ; IN U.vaAVF� AREAS is fXCn`�;E::"rite6=te / _ i SE .:A-`-#t :wr $:e i.At>yRw: FOKL' NL`_ 02-44 (I ) f VALUE 3� I r 1 ` N0. LD7-BF, (T 1 2 Z 2500 P.S.I. i 't ,. 'l I { w -f::bq• i - NOTES: . NO• LO2- 77 (2•l SB'. ttlN. i� H CC � 2 CONCRETE Al G 2'x 2' BEARING AREA. DR WkP ' _D EQUA-1 - -- COPPMETTER (PLACED 01I STGIAE; 1 UNPAVED AREAS PREFERRED LOCATION : PLASTIC BROOKS 2200. SERIES WITH - ' : FI �'\ . "'R•.:. •_.... '� THRUST BLOCK O ( ) q `y. FORD 14 (6)tTss/f•1 6" EXTENSION. OR APPROVED EQUAL.. J.::; Fit : H . 1 DN APFRGYE� EQaAI (2) PAVED AREAS (ALTERNATE LOCATION):' CAST IRON BINGHAM and. TAYLOR No. 6015-6 \� . . - . - !_tq�-_ oe! �s y,. DETER OR APPROVED .EQUALSE 6" OF BRICK and/or .BLOCK TO INCREASE DEPTH T0. 24", Q' RE4tbrQ .. �4:StpvgRT_��?5tra. - ; . �c-� .,- w 4-� . atc5f�c::w1Uf:Rrr�ai�' LL, Q a . - d'' (3). FOR..T000H READ, METERS A 1-3/4* DIAMETER HOLE. IS REQUIRED IN THE LID. 5Ec.-.>� -SEC.. b b 11 DE ptrJOEj aMK AS NtlTEA •i s xTt _Y i �c:'t�r :pig "v,xS 'iS�rS°:l Clf „ETT!`1v1J $1i512► ASS "OpI ". V 1 Z MC-ESSARY T . GaapazAnDJy $TQP (t', I sit-. z'} . . . . . • MUELLER NO. H 15000 _ - SI :.. =ca d7'S• :j CI';jft.. ..., - .. � � ". .. .SE%.'T� �A FT „�"4.C._A�i�.7��:�PE�(,7c_fE , A h SU` kT TTiAT' NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ra3D NO. F,6W, OR - �.• rza€e:-a::. <,1ARP'.I [ T4. CON.... .,:TO SIR}lYi?k .�'.. . . CHhCict> L OR"C _ RIPReiF!. T H APPRO'VET) EiYJAL1. hf:FI44Cti`.6F:�ASDJ 3i{OUlO':E£.AT.F.,E:.`$-+At.'ELEYAIIQh.OR Lt)1YF,Ei 7HEN;:tJAi?1Rfk 1 �i TYPICAL METER BOXES' :� 1 $¢zF4 AT ' -R. - .i Figure BE-1. Details of Riprap Basin Energy Dissipator ;�YPICAL. SE tVICE LATERAL INSTALLATION r TYPICAL GATE• VALVE . . .. . -- ____.._ _ ..- (5/8))_1))' METERS) z NTS - . . ae-dof14 VDOT Drainage rlla uaf W Z) FIG. W-5 NT5 0 .. ' FIG. W-6 . - NTS - . p U ' - FIG W 7 . . � . . . . . ..... .1. . .. . (3 A00c0 FEB - 2006 --- -- Tn_ td -^20 ~ ,ys z Q JB f ---� ._y Y_ OPENING W TOP SLAB L B NO7FS LE.+`iC7)i OF _. i OR-22A ��' LOCKOUT FOR CONCRETE POST POST MAY BE ROT ROLLED OR YlQDED. ED CtIM�ER TO BE CIRGLJLAR L ALL REINFORCING STEEL TO BE *6 BARS WITH A MNMUM f PAY LINE �- ��-• E ^I f7 %2# *Hm USED WITH I A TWO BARS X TO BE USED IN EACH CORNER h' i PPE rfT TO HE GIT i0 FIT POST 9WpE T �`- g . 9 OR 0 70WERS WITH CIRCULAR OPENING IN TCP- CONCRETE COVER - �- --- - I �- OIA)JETER - ! AAPkOx. Z%:t I 70 PREVENT BLOCKOU7 FROL1 e.- h-� fY+ B I I I a 1 am F EF: E.S. 2. ANY REINFORCBiG BARS IN COWUQF WITH PIPE SHELLS ARE TO I I LENGTH '� y[ ,, r I' - `"----., SLOPE ROTArM. B, I Uj BE CUT A MINMU OF f/i" FROM RPF- DIh1A�TER PAY C �. f ° iT �� V " ° _ _ i , f _ LENGTH (: JF PIPE I 1 I. � 3'-T'/e" �' �/a' 3'-flt 3'-4f�' 6'-3° a'-3 OtkNSIDN3 ■ 'CONNECTOR LINO„, I I -" ,'� ' "-. SHOWN IN I � W � GALVANIZED S5X10 TO BE PLACED UNDER 3. FOR DETP)Ls MEIt{OD OF TURHNC ANGLES AND APPROXMATE G OF PIP i 1 PE&M�1-1TOP SLAB AN{) EXTENDED INTO SIDE WALLS Ql1AJFf1Tf£S SEE SNI T 2 OF 4_ ( SEC'flgy LS_ ` - -SC£ I, �� q Ykg fNDttATE LL i 4 � I- n r j---¢ TO WITHIN 2" OF OUTSIDE FACE. 4. PRECAST CHAMBERS OF THE DOLT TOGETHER TYPE MAY BE � -L THkEA1jF-0 LUC ,_ 2 g� I ACCEPTABLE A" DRLL U SUBSTRUTE0 WHEN APPROVED ON AN INDIVIDUAL BASIS. ,, m _' J R'YT3 @ 7 I __ TOLERP/10Es. B. B" 6"x 8'!xf-2" TREATED 61x6"xP-W n mF I+--+I�-.I PINE BLOCK OR TFULD F1NE ~ 6 I •F RECYCLED MATERIAL BLDCN( Oli A U / \ A 5 PRCEOc E TO 0E G1AS5 A3 IF CAST N PIACE.4000 P9 s ?N � `� ry [ °� �+- B I I 1 x18" 7"(+[/1°) >!1° 1. a"• 8" 1" RECYCLED U I." L a N' 6_ THJS ITEM MAY BE PRECAST OR CAST IN PLACE. Lb-w-[ c 1 1 bI I I ( I I �,y -- HOLES 1»t�-�MATTAN�L 3 m Bans A Q Lt G C N F. I�rf tt r-trey 'rr Syr I- I I I I I I 11 I 1 I I I I I ELT - - " I I I tl) 7. ELIMINATE DOWELS WHEN PRECAST TYPE A TOWER ARE ELECTED. y r YN i I 1 I I( 11 I I I I 1 1 1 I 4 6•+ DEFORNkZ) a ~ �, 4 BARS G a B" C-C F.F. ' I� ` " r �-it BL001(OUT FOR MpINTENWVCE �..I � \` 8_wHEH SPEGflEO 0H PLANS uTYERr Is TO 0E SHAPED M I U � Il I U U � LI 6"x6"xt 2 REINFORCE Bests iv iv T � I , TED PNM a" Lt35 THAN a 1 �� 7fiCOR0uJCE WITH STDNOARD IS-1. THE MATFRW-S ALTERNATE CONNECTION TYPICAL CROSS-SECTION a-, BTt K OR HEIGHT OF POST REPAIR ONLY J - BARS J a 6" C C U. WCIDE1iT'AL TO THE SHARING ARE NOT TO BE MEASURED OR E u k PAD SEPARATELY BUT THE COST OF SAME IS TO BE WCLL05D -L MATYI:RCIR.. H _J P40W THE PRICE BID PER CUBIC YARD OF JUNCTION 0OX CONCRETE TOE GR-2A � GR-2 1 LESS THAN r.D" �p P{, Al E 8 3 C/r WIRE (b „x 6"7t6 X1'-2 Q I -- I kC;NFO t{EO (3`1%x°' POST SPACING) (0-31, POST SP, UNG) _ %" HOLES TO BE UPS d LT TREATED PINE Ci41L W" DENOTES BOTH THE INTERNAL SKIRT SECTION : Ditt_NSICrt; CAST W POST VARIES U " - MYtFF]iL W { I VAR Ef7GE SPA d s BACK-UP N RL= OR a r I CHAMFER PLATE ii H 7'-0" TD 6'-O" 5TRONC ES., ........,,.._.z_,� .. .• a <..<... TO T_0" C-C o In SPEGTNC POST I CHAMBER WIDTH ALONG THE NARROW D + 1'-I" PIPE SHEET e YTur,Kr! Y. F TOP A3 9 ATIi 9 POST OPENING IN TOP SLAB AXIS AND THE INMENMON OF i)I = r � ". A 0 { 3" 5 OR z TO BE GUARDRAIL I-_ DIA11€ 7 E 3 E to C - '� LOCAT OtNS WGx9 F--I THE SITE OPENING @{ THE T M (I E BJ&ET3 ON SOL OP STAB OF CHAMBER T u - rt I - MAX I 1 t0L I iDl 2 TOL CO}UITIOfiS AT OF ARE W R U BE ' S EEL AN J CHAMFER MAf BE BL�4C auT. m S --- SQUARE WHEN USED B-•+fI a ' - - �z - E7CTENOEO Ef'IITREOST WITH A WITH TYPE B TOWERS +IIIII- '��M1 20, 12 064 O6T3 b 1 HONE + „i � b 6 2[ 95 2< DTH OF POST AT STEEL B 4 '�•--- A I t 2PPROX. 15 E 004 _ 060 r..... x-l-lu-. y �," ," 25 - 34 24 _ C; Q� T j T12 FAICILRA•TE 1 f''�Ly BARS F 18 'W 064 PN- r� (+I+') GALYMONG HOLES N POSTS I fi w 1 / y Oo0 8 < a' -6 31, !6, 2S c Ct,A ER t AND BRfKETS DETAIL A 7 Q PLAN VIEW g �, A' __�- A , f 21 9 QG4 O60" 1D" £ ry51� 3b ____ I—— 42' 24` ALL OORI�R'.. 0) ALL CONCRETE SHALL t0 HE 4° OU4. TYPEE A. 0, AND (TOP SLAB REINFORCEMENT) DABS a fiiiii''��' 1 2a" a6a" Dba' ID' 13" 4r aa' 24 ND7Es, BE CLASS ,v. N )� ICaUARDRWL INSTALLATION C TOWER. SEE SHEET 3 IL 4 'FOR USE INDICATED OIMENSiON BY 1' 27"!30" .664" •075•' 14 1E" •' Bol ra01 2s" k 11A _ CONC'RETE POST STEEL POST SITES REQUIRING LONGER PLAN GUATm2y1 LOCATIONS SHOWN ON PLANS AFiE FOR DETAILS, FOR USE WITH 72" PIPE. 35" .G6a" LOTS" Ta" 1�" � •- 6a" 72•• .36" tibLE APPROXIMATE ONLY AND GAIN BE ADJUSTED 0 I I THE LENGTH OF ALL BETS AND THE NUMBER REQVM *2" ,054" ,IDS" t6" 2'l" 11' 69., 84." 56" I BYY tHE�ENGOTEERTKXI IF AND AS DI CTFA GUARDRAIL POSTS WILL VARY WITH THE WE OF CkwiBER _ OS" B" 77' t " 7B" 00" 24" - 8u DIA l 1 A�° 064 I .a " NS" D B FOR APPROXIMATE WFFJGtiT SEE SHEET 2 AND 4 OF THIS ti 12°' �OWELS BARS A STA7DARQ Sa° ,O6a•'/.079" 145" t0' 30" 1 ' B4'• . 102" -36" FOR TFTANLS OF POST A(0 BLO`KOUTS SD: -- aT - NOTES-. MZL • e S C-G SHEET 116. 50105. - -� '- SEE NOTE 7 BARS J BARS B, C. E, G, Tf, AM JARE STRAIGHT. 64" _ .OSa^I.070' 1O7_R1.1v,_ tw , --` 1 p BOLTS, NUTS WASHERS, AND OTHER �It 33'" y 1 :" 87 114" 3t3" 'a S"E STEEL REINS ARE TO BE GAI VAN2ED. I JOINT, W�-REAM BACK-UP PLATE. ND b" G- BARS A '^ a FOR DETAILS OF RAIL ELEMTJIT.RAL SPLICE i B m w I +{f. ASSOCIATED HAiDW/WE SEE SHEET NOS. 2. ALTERNATE TYPE POSTS AND DLOCKOUT MAY X a,,,,,j OARS B I fC}Y'Esj: I - 50L0}/{ID 501.02, - - « BE iItERCHMJCEp tHJ ANY ONE PROJECT WITH THE MA(BAUM DYNAMIC DEFLECTION FOR 4S"x{6" B01,T g0lx�" ' BE RESTR MGM THAT IHE SAVE TYPE OF U. BARS . • G T -- - L4CKWT MUST BE USED IN ,WY __ --r- TOE P'_.Ad£ TO PUNCHED Tq MATCH HOLES :SKIRT LR. 3a ALVWI2Eq HGTS TO mTSFAigNLD GR-2 R 3 FTET,Alti 2 FEET FCR c POST RUN OF (XLBRORAVL N 37 y a I >v-s � I � FuRNiSHED. LENGTH OF TOE PLATE IS W - TO" FOR 12- TO 30" DIAMETER PIPE Arta W • 22•' y. - - I sa_?a e•x6"xY-2" A" HONE 6"xa"xt'-2" +a � FOR DETA113 OF tj I c7 FOR 36" TO GO" DIAMETER PIPE. ' R,!L E�E)ENTS ARE FURNWfO SHOP TREATED TREATED ",�� g J. FOR .RIDES R GUARDRAIL SHEET SPLICE a - STEPS SEE v Y I - I "'<Yeu OR . PULE DLOVA[ E. PINE BLACK _ I- JOUV'T. HARDWARE, ETC. SEE SHEt1' NOS. U- w A- - m 2. SKIRT SECTION 12'" TO 30- DIAJAETER PIPE 70 3E MADE IN ONE PrEC_- C F RAPOBETYAEEN 5 PEEP CALY,STEEL 100 n w SOL01 k 50102. STANDARD ST-1 = w I AND 150 FEET, OR COMMOM NAM. �GALV. ST L NOD O U- D } a a.o a I _ _ RECYCLED SEE NOTE 5. '' RECYCLED COMMON NAL . A tv a I 3_SKIRT 'iECTION FOR JS" TO 51" OIAVETER PIPE MAY BE .MADE rROtM TWO SHEETS JcoVrl) BY MATERIAL- N MATERIAL }( 4. THE GUARDRNL arm MEDIAN BARRER t- ••-.--••y, , r•••-�.•--••••-•^-•^ •w••-•-y �: °••--••� .••^•. •• - NOTE 5.. m COMPONENTS DEPICTED IN AR.T_D.A. TEOMCAL o f w CA BARS !} M 0 I �� m £ ✓ I -I 2 I H RIVETING OP: HALTING qN CENT_R LryE, 60" tAAY DE CONSTRUC7Ei1 IN 3 PIECES. i POST TO BULLETIN NUMBER 266B MAY BE 5UD5i1TUTED �J yf S1-------------I- -� - " CIA. BE GAMED F HTERCHANGOBLE WITH THE STANDARDS FOR BEE 4 a f ti i s I-.- ;-- - - 4. CgvUECTgR SECTION, CORNER PLAT AYD HOE PLATE TO DE SAME 57 EE7 7FxCh.lE55 AS SKifti.IES TO ACCEPT GUARDRAIL {tit? OR MEDIAN BARRIER NINE) S„ S ,,7 M I �� m ° 2"-•�,r-1- � BLOCKOUT ' o AND APPROVED BY THE ENGINEER. w ITT I-Sl I E4!) SECTIGr` AND FITTINGS ARE TO DE STEEL FOR USE WITH 53EEL PIPE. I ' 1 50Uit1ERN OWE J a ,j I SEE TOE (_! m SOUTHERN PINE m S. DRIVE fU71 WITHIN 2" THE TOP OR BOTTOM 8 I r. I B" ,4 kOTE . } A., PLATE a EtiT SEC NCri AIdU Fi?TINES ARE t0 Ut AJ. UJrsUi;M ALLOY OY FtlT2 USE 157iH ALtFSiINIJtk Ai,1.0Y Fes£, I_ 8"_I I g': I OF BIL T AF[ER x 1B BOLT IS ' ' " - 7 F'THER THE STEz,L OR ALL{.i11NUtE EEtO-aECiION DETALEO MAY pF_. USED FOR PLASTIC PIPE SIZES 1T-'1 f+-_j >� ®STA)TDARp WASHER TO BE USED ON LAST 5D' 52!'Jy' -- HOLES ON 112" CE3NIER•MAX. �._^ 5HOWN IN 5T'0. PC-1OR A'8 AP.PROVED PLA511C %NU•SECTx)N MAY 0E USE(), CRT POST OF RINN OFF END ONLY. B 1/kCRE FLARED END•SEC--&0N XRE:, 10 0= OfiED IYITH A5PHA'_'T COATED AND PAVED METAL STgET ioF 2 Sx$ .. POST ROUND W170D POST JOB NO. BARS a 12 CrC OPTIONAL KEYED ARS C a t2" C-G BARS D PIPE., F:IID `SLCEi(7N$ 00 N,Of Nk; O fO tik". COAQ0 OR PAVED.. BINS GOAISTRUCiIOH JOLpFT ELEVATION ��._ SECTION A -A SECTION 8-8 SLEET 1 of 4 S'�FICAMON SHEET 2 OF z RETTBi1 STANDARD BLOCKED -OUT - W -BEAM. GUARDRAIL (STRONG POST SYSTEt++I} STANDARD BLOCKED -OUT W BE GUARDRAIL (STRONG POST SYSTEM) 22274 k) sPECIFICACIE6 JUNCTION BOX CHAMBER DI=TAILS FOR 4'8 �- 72 PIPE CULVERTS � POST AND BLOCKOU;T DETAILS REFERENCE 11 it y'_CIF[CATIOrI (� {� n n { j �j �+ r / 221 • W5 REFERENCE FLARED END-.�FCTION FOR 12"-6lJil CORRUGATED PIPE CULVERTS J 505 V@igTgADIPARTM€NTOFTRNi5P0iuTATkk1 50}.Oa � SHEET NO. 233 MAXIMUM DEPTH �H) R ZO' FLARED I LJ w_L05 VIRCHA DEPARTMENT OF TRAMS'PORTATION 505 'J 3D2 302 IRO i?A DEPARTMENT OF TRNlSPORTA70r! 1 ZD OF 5 VI{GIN1A DEPARTMENT OF 7R,WSPORTATTON iD6.70 LD2•D3 . E & C V R . . . FRAM 0 E . SEE FIG. S-i-D,E) . . STREET SURFACE OR NON -PAVED AREA ' . . SLOPED AREA ! . ''". .. s. l 1. 1 -0 MAX G -V . "WEDG-LOK" TYPE ' RUBBER COATED STEEL - "" . STEPS OR APPROVED °• , . „ 3 -0 MIN ' E UAL CAST IN Q PLACE . PRECAST REINFORCED j " s"r. CONCRETE SECnoNs 12 .MIN /, n n Q 0 RING SEAL 16 MAX 5 NI U EL . MI M M EVATI N 0 DIFFERENCE A R 5 - " C OSS M.H 0 4 FROM INLET, T _. 0 OUTLET SHALL BE 0.20 FEET, .. . DEPTH OF FLOW CONCRETE • VARIES FILLETS CHANNEL TO BE - 3/4 DIAMETER OF , . CONTRIBUTING ---- ''=-9 ._. _ ! . SEWER. �. •4 , Q / Y 12 . . . ': d *•.•. . A FILLETED INVERT�R 0 A 'SMOOTH TRANSITION OF FLOW BETWEEN • • - OUTL INLET & ET PIPE SHALL BE . . " . PROVIDED. MIN. 6 BEDDING . • NOTE : W/ NO. 68 STONE . . 1. BEDDING TH K IC NESS RE UIREMENT .SHOWN IS MINIMUM ANQ HALL BE Q S IF SPEC ICALLY D T RM N CO SULTANT F R E E I . ED BY THE N 0 . THE SOIL CONDITIONS. 2. THE CONSU T L AN WILL DETE MINE 'WETH S T R ER MANHOLE SHALL NAVE EXTEND . ED OR NO -"EX DE B S N TEN Q A ES. 3. ALL JOINT IF S L THOLES IN TS OUT TS TO B SEALED & LE LE E OUTED 1 , , 1. SIDE AN . N . OUT. . TYPICAL MANHOLE. SECTIO . N •- . . SH O I N H - N ' . W NG BRA C TIE I NTS . FIG. S-1-•A - - TD-1 = == w .. J . . Z . . 3000 PSI CONC, : BASE ' . BENCH SLOPED TO FLOW . CHANNEL 1 /4" : 1' MIN •. Q 1► . .- Q _ A 1' i � ` • 4 �,--. �• BRANCH 12" __7 . . . . e . Z.. . '� / / � . . . !'� ` . 2 n - . 4 • Q, Q ` : - . FLEXIBLE CONNECTION NOTE: ' • . WITH STAINLESS STEEL. '. ALL CONNECTIONS TO BAND - EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE 9 CONNECTION ," BOOT "' o INSTALLED. . TYPICAL MANHOLE. PLAN. NTs . SHOWING BRANCH `TIE ---- IN FI. s-I-B .. . ---�_ .... . __- -- - -..._ . . FRAME & COVER. - (SEE FIG, S-I-D,E) : STREET SURFACE. OR . NON -PAVED AREA, . SLOPED. AREA _ V-Op MAX . . STORM -INLET . 2.--0" • .. PIPE . Y . .. 3'-0" MIN PRECAST REINFORCED ' . CONCRETE SECTIONS 12'" MIN "O" RING SEALS � 16" ' MAX . 5"'-p" STORM OUTLET 4+ "WEDG-LOK" TYPE PIPE . .. ' RUBBER COATED ' • VARIES . STEEL STEPS OR .APPROVED EQUAL. ' CAST IN .PLACE 4 I__I 4 4 L•.1}.. A" • '•a .d' G . MIN. 6" BEDDING 1 /Z" .STEEL PLATE W/ No. 68 STONE . . REQUIRED. . . .. . NOTE .. . 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM_ AND SHALL BE � ' SPECIFICALLY DETERMINED BY, THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER. MANHOLES SHALL HAVE EXTENDED OR NON, -EXTENDED BASES, . 3. ALL JOINTS, LIFT HOLES, : INLETS, OUTLETS TO BE . SEALED & GROUTED INSIDE .AND OUT. . STORMWATER MANHOLE SECTION, . OPTION #1, SHOWING 4' DROP INLET . .. , . G ACKFILL SHALL R AININ B EM . OCK MATERIAL C NTAIN R NOT 0 . 36"MIN LARGER THAN 6 IN ANY . DIMENSION . 24„MI *. . B KFILL . " INTIAL. AC .. 8 MIN (6 LIFTS) .EMBEDMENT * THOROUGHLY COMPACTED . AND 0 APPROVED . -.. BY H R RING LINE SP MECHANICAL TAMPER 0 F . PIPE - HAUNC HING STONE - N0. 68 .. " G 6 max . 6 EDDIN " 4 min . . I SHALL BE FOUN DA7 ON . D WHEN SOIL . REQU IRE I ONS.AR E UNSTABLE - COND TI A LL PIPE . ) . N OTE. . ' I STING VD T RIGHT OF -WAY' SHALL BE •S WITH N EXI 0 1.OPEN CUTS IN PAVED AREA BACKFILLED ENTIRELY WITH NO. 21A STONE. . B SCRAPED . - T ALL E OF THE RENCH SH BOTTOM PIPE THE . FOR D UCTi LE IRON n FNO.68 B DDING 0 N MOVED OR A 4 E STO ES RE A TED AND ALL ND COMP C a , STONE SHALL BE PROVIDED' � '.. . „ M NIMUM 6 ON A I S ALL BE INSTALLED ED PIPE H 3. WHERE ROCK IS ENCOUNTER ONE ' .. . F N0. 68 ST B EDDING 0 .TYPICAL SEWER PIPE . INSTALLATION AN 'TRENCH . . . .. NTS . . _ • FIG. S-3 . 2r#4 DEFORED CRACK TD-7 lala.::x c . =1 .. t7.:2 AF t� ° � �:OF� P £TET? -s ._ _:=PIP ., AS R. :I 49 E Ai :r . . I . _. ",�/�-}yy'i Y I - - '^.. i i 1 `• ;:: _ to f1 P �. 4R-. - _ _ - - _. - - •- .._-.... __ Nf {{ - - Q 3.. - - - -- - '.zm Ffh[Y . ' E-. ;�_.. . 1"O . __ __ _ _ _ _ --- - _' -7`` :_ -OE _. :- - *r> . . ::. .. .. - _ :,n , ....:.. -- - - # *A 1K - _ :1 - __ . . .. . t - _ ': E <;," .... '1' �,• .. - - t t,` •7 .. - _ 1%1'' : OAS _ E - .V 1'i �1rAi - 'I Q _ , >p .. _W. may" 1k r:;AP�3L1= {# _ -- .. L FI . _ _ - -- . - .a :: ...: T . _ ` - - ..� . _. _tN . LL R.. 1 i/ -..I ... E 4A 2'-_ 1_. A.f�. A „. _ 4: N Fi TT. N A !-.: N 1 - - ES L1�R(r =4t� 1r _ . �._ D S _ Alfa ,:.IRK __. _ � �'� D ' F�7TIt� - �j __ _ _ _ _ N` A }y g�,�, �i u :-.y . - :..i . I., . Y::. ':`': 0 L ..v ,. FI ;,I . ., _, � ,rr.ANl`t .� I� :... �° T .�A N- i _ ... �.... A. Ell=Au :�I=_rit1t(t1.•TNE:1(# .I± #ES` Np p: sf61E _: .:fi y=- - - a .'vNE.: .M ,.. . _ ._.- , i EW-2,7A m r �H NOTES! i MORTAR • • 1, FOR TABLE OF DIMEN5x]NS AND VOLUMES FOR pRCULAR PIPES ISTANOPRU EW-2) SEE SHEET 2 OF 3. 1 1 2. FOR TABLE OF DIMS( RS •A'70 VOLUMES FOR ELLPTICAL PPES (STANDARD EW-2N SEE SIfEET 3 OF 3. _i . J.L -_ 3. THS ITEM MAY BE PRECAST OR CAST N PLACE. ¢ I 0: ' ! DETAIL A 4, ON 9M ALLOW FILL$. WHERE ENDWfLLS ME Y OR LESS avow sKwLDER. LINE, THE T� OF THE ElElWALL y SHA I_ BE CONSTRUCTED PPit1+l!EL TO THE GRADE • OF ROAM I 5. ALL CAST 0 PLACE; CONCRETE TO BE CLASS A3. I c FOR PRECAST SEE SHEETS 10L06 AND 1DLO7. )6 IN 6. IN W CASE SHALL TOP CF ENDWN.L PROJECT MOVE FILL i COON ROL I - -) SLOPE, DITCH SLOPE, OR SHOULDER i'` 4' 1 3D• 7• THIS STANDARD TO BE USED WITH STRAIGHT CROSMS AND SKEW ►NGLES TO 15'. a 8. COST OF BARS FOR CRACK CONTROL TO- eE INCLUDED IN b DETAIL i3 PRICE PER Bin PER CCtRc YARD CONNCR�E, I { 0. 'ECOLICT WITH NVERT AND I WIAW171 S QCCI R PT WHERE A t0.BEVEL EDGE IS REQUIRED QN THE HEADWALL AT THE MET CULV RT). kE�AALLTA THEEOUTLLETLOEND OEOF�THE CUULVERT • MAY HE EITHER SQUARpE;{EEDGE OR BEVEL EDGE. ', V� n �'} UFURER'SYOPTION VIDED ON Hl EDCES AT PLAN C �"I . :". ��" !:TI!" SECTION A -A _T L I I f 1 1 1 j i I I I T-- II ''I SEE DUAL e . I� END ELEVATION SiDE ELEVATION sHET I of 3 CE STANDARD ENDWALL FOR. PIPE- CULVERTS 1D5 42"-96" CIRCULAR AND �60"X38"-1CI6111X68" ELLIPTICAL PIPES 302 VIRGWA DEPARTMENT OF TRANSPORTATION 1p1•Q3 . . FRAME &COVER .. . (SEE .FIG, S-I-D,E) .. . . STREET SURFACE OR . . NON -PAVED AREA . ' SLOPED AREA �" ' . V-0" MAX . .. STORM INLET' _ 2' -0" . PIPE . ' . . . . . .1 . .. 3'- 0" MIN . PRECAST REINFORCED. ' CONCRETE SECTIONS A .MIN : 0 ' RING SEALS A 16 MAX . . 4'+ . 5n 4'_0,, STORM OUTLET "WEDG=LOK" TYPE PIPE RUBBER COATED VARIES STEEL STEPS OR. •. . APPROVED EQUAL .. CAST IN PLACE ' . . '' 4 . 4 t. . . ;� 0 - 3' . s?' . . . . . - .I• s 3' DEEP CLASS 1. a 12" ' 4! ,f .. RIP -'RAP PIT REQUIRED. . . . . .. M.IN. 6" BEDDING NOTE : . W/ NO. 68 STONE 1: BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE -SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE .CONSULTANT .WILL DETERMINE WETHER- MANHOLES SHALL HAVE .EXTENDED. OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE' SEALED &� GROUTED INSIDE AND OUT. . STORMWATER MANHOLE SECTION, . OPTION #2, SH.OWING 4' DROP INLET „w4 z Ew-2 • TABLE• OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL ' FOR 421' - 96" CIRCULAR PIPE CULVERTS ' DIAMETER OF PIPE CULVERTS LU aO 0 ,.J I cH � •F•• 4 DurENSIOH 42' 46" 54" 60' a6P 72° 76' a4" 9o° 98" DIMENSION A -1'-6" Y-t7" T-a, i'-5. T-4P' V-6" 1'-B" 1'.6" T-6" V-6" A B 4'-9Vz" 5'-4' S'-HST 2 6'-5" 8' 11/i - T•8" 8-0/-, 8'-7 9'-214" 9' W4' B C ]'-SF4^ 3'-9" 4'-2V4" _ 4'-7" Ta S-5 �" 5'-1f 6''4 t° .a'-S%- T-2 C D 3.41. V-0" W-6° 5'-0" 5,5. 6,0" 8'-8" T-0 T 8" B O" O E a'-W. 0'-6" O' -- 0'-6" 7-6" 0'-S„ 0'-0. 0,_6„ O',6:, 0'-9" E F 0'-5'/:" 0'-6" O'..6'/2' ma" tY-i'•/'• 0'_B" 0•_8! P 0'-0" 0'-4'/s" 0'-HI° F c W-4• 4-W" 5'-4" W.10" 5--4° V-10" 7'-4" T-10" B'-4" 6'-iD" G 0'-10" W-10" 0'-11" V-0'r T.r T-2" T_;P P-4" 1'-5" 1•-8" H I Y-n' 2''O1¢" 2-3° 214l2" 2'^F 1♦ 2'- e" 7'-1" 3'-3'/2" 77, 3'-6Vz° 1 J 5'-6!/z" b'-41 " 7'-'V 4' 7'-10" 6' 7" W-4" *0 :B " 10'-9�i" W-7" 12'-41/a" J K a`- •' • 4'-1 1" 5' 4" G'-1T!" 6'-+l" T- 1e" ' 7'-11'/4 B'-a W4. 9'-9Ve" K L 8 -7lfi" T-8" 8'- {I/ " 9'-2' ° 70'-1V�" 10'-1 " 1P-i0' 12' a " tJ -6%a" 14'-5'la" L N Y-t'/4" Y 2Lla" Y•33j" !'-5 Y-6W, P-6" T-9%" V-10y4 2'-0%" 2'-2" M N a Sj4" 0'- 4' 0' 6 ° O'-6 0'-T i' 0'-BVe" 0'-8 ," 0-9 " Q -tD° O-1ItYZ° N 0 O'-11'/i' 0'-it i' Y-0! 1'-P/P Y- ./- P-3vj' 1'-4/x" P-5'fr'= T- x" T-71 z" 0 P V-9 616" 7'-3" W-D" Byl" 9'-8" W'-3" tM-O" IY-9" 12'-6" P R T-T' 1'-21/z" T-4" T-5!/x" 1'-;^' Y-8'.- T-10" T-Vle 2'-T' 2-ZI " R , CUBIC YARDS C�ICRETE - CONC• PIPE 3.558 4.373 5.635 7.OB9 0.716 10,702 12.861 15.303 18.1D5 21295 C0N0. PIPE C.M, PIPE 3.791 4.680' 8.054 7."2 9.4 W 11605 13,984 ' 16.878 19.724 21107 O.M. PE 1� - 1•l- LV _j W_ in o J TL,. � C 4'•4" 4'-1DT „ 5'-5y4" w4w,° 071' ° T-25/e" T-OV ° 8'-4 e° B'-TFTe" fY-b'/i' C F 0'-6'{=" 0'-7" 0'- a 0'-9" tY- : i } 0'-9" 0' le, 0'-10' W-1tYh" 0'-11" F C 4'-3" 4�9" 5'-3' 5'-9" 6'-311 6'-9" 7-3" T-9" 8'-3" W-9" -- C I Y-t03'" 2' /4" 2'-274" 2'-5'/{" 2'-TY4" 2'-10'/" 3' ON- 3'-31/�" S' 5 T-B'/4" 1 J . 5•-H1 4" 6'-41, T-1" T-9f:" 6'-S'N" 0'-3li' W' 0-R.- [0,_9' " R-c " 12'-3'/2" J L 8'-a" 9'-9;`;' IV-11 12'-f/2' 13'-3 " t4'-511" I5'-7" 1V-00 17'•10T'4" 19'-O%. L H T'`A.° V-2" r- Y-4T4" Ft!$" Y-73`4" 1' 0'/4' P-10%. R'-0' „ z'-1 - M P T-b" B'-6" 9'-A" 10'-69 17'-Ii" 12'-6" 13'-(r 14'-V 19-9" '18'-el . P R 1`- a" 1' 214" 1'- a T-51 1'-SI/4° 1'-81/4" Y 9 " Y-TI4" Z'-w 2'-214" R CUBIC YPROS CONCRETE CONC4 PPE 4,238 5230 • 6.761 U,5M 10.892 IZ968 15,612 18.923 22.104 25.89E COKC. PIPE CAL PIPE 4AFA 0.230 7.177 ab" 11.SI2 13,656 101T" 19.993 23,616 27,704 C.M. PIPE FOR flee AND 2'1 FlLL SLOPES a W-4Vx" 0'-5" 0'-b i O'-017 0'•i}" 0'- s" LY-81/4" O'-E%11 0'-9V2" W-10 a b 0'-312" O 4" O'- 2" 0'-9" 0' 5, a 0'-6" 0'-B' 4" 0'-7" 0-7' " 0-B' 6 FOR ALL NS NOT SHOWN SEE: VALUES LISTED ABOVE FOR V2 1FLL.SLOPE SHEET 2 OF 3 STANDARD END'WALL FOR� p- PIPE CULVERTS ,ULD4 •42"-96" CIRCUILAR PIPES VRGINIA DEPARTMENT OF TRANSPCRTATION SRFFE ENCE" suz - FOR BENDS 8" do SMALLER USE STRAP ON BEND WITH . . ANCHOR BOLT ON CENTER LINE USE BRACING STRAPS OF BEND. - FOR BENDS 10" THROUGH 12" ON ALL. PiPE SIZES . USE 2 STRAPS ON BENDS . ADJACENT TO BELLS: . - FOR 18" BEND USE 3 STRAPS `- AS SHOWN. # \ i " Q 4 BARS 0 12" ON CENTER I "TI l . FOR 12 B D do LA R v 1 . . B C R B . L VATiON EE PAINT ALL EXPOSED STEEL WiTH 2 COATS OF BITUMINOUS PAINT. BEND S17E A B C D E F 4' - 6' 1'-9' 2'-r 2'-8' 1'-2 2'-W 1 1 4' a' Z- 3'-0 2'-6' 1'-6 2'-6' 1 1 4' 11 1/v IT 2 -9 X-9 2'-s 2'- Y-0 2" 12' 3'-0 4'-3 N- 2'-3' 3'-6' 2' 1W r-6 5'-6' S-3 3'•-0' 4'-8. 2 Ilr 4' - 6 2'-6 3'-0 2'-6 V-6 2'-a' 1 1 4' a' X-0 4'-r 2'-6' 2'-6' X-r .2' 2 1/2' 10' Y-r 5'-0 X-0 2'-9' Y-9 2' 12' S-9 6'- S- - 4'- Z' 18' 5'-0 7'-6 Y- 4'-0 5'- 2 1 2' 4' - 6 Y- 6'- 3'-O' S- r-J 2 1/4 a' 3 -C 6'-6 Y-0 3'- 3'-9 2 1 4 45' 10- 4'-6 7'-6 3'-0 4'- 5--0 2 1 4 12- W-J V-0 Y-3 V- V-9 2 1/2' 18' W-8 W-6 3'-9' 6'-0 7'-r 2 1 . 3" THREADI w 1 NOMINAL INSIDE ..- 3 4" ANCHOR DIAMETER EXTRA .BOLTS . . STRONG STEEL PIPE 4 AR 0 1 � IPE BE . Ott CENTER F CONCRETE CLASS "B" 12 BENDS do . LARGER - . CHART FOR UPPER SECTION . VERTICAL BLOCKING . NQTE: STANDARD 90' HOOK ON END OF' ANCHOR . BOLTS TO FACE CENTER OF BLOCKS.'. . CONCRETE BLOCKING FOR . . UPPER' .VERTICAL. BENDS N.T.S. . FIG. W--3A NOTE; HYDRANT ?BUST BE . KENNEDY GUARDIAN (K-81A) EQULPPED WITH CHARLOTTES•- MUELLER CENTURION (A-423-I VILLE THREADS M 40H IS OR APPROVED EQUAL THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES fi' MIN 2' TO 10' "- (2701 I ._ 7 CU. FT, 18" VVALVE BO GRAVEL- ; I d':.• / �?' GATE 36 MIN ..., , "� I I .�; c • ',\ I' VALVE P a elofl 6"X6' 1 TEE I 2500 P.S I. CONCRETE "� - • , . , 7t : • -'-' k-,/ BASE AND THRUST -`', . ;,.: %'r � - e . 4 BLOCK AGAINST UNDISIIABED STAKE SOI STEEL PILE ----_ N07E FIRE HYDRANT 70 BE 17ED J' BEFUNO ACK W (cfiW�"OW ?WD SIDEWAU:) 'AMEPI THE SOIL 13 DISTURBED OR WHEN MAIN IN ALL. iNSTALLATIONS_ A R)DRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT MATH 2-3/4" OR ASPHALT COATED THREADEQ R©DS iN ADDITION TO FOuRtN0 CONCRETE. W NEI=SARY, A STE£L PILE SHALL IX USED AS ADDITIONAL SUPPORT NOTE : 1. SVRROUND WEEP HOLDS VATH GRAVEL AND KEEP FREE OF CONCRETE• 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FiRE HYDRANT ( INCLUOING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY !<ROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR OEHIND THE DIPP,H. IT IS NOT ALLOWED iN THE DITCH. 3. Pisa 1Dydrants sb2t11 be i.nstall/sd at lccatzans whe.ce 14€0Lf 1101es are above t:he prB4Tt:i7ing groundwater a3.evattan. i.f xetlai>•ed tv bT: in wet azeas, Che weep ht}3es sha.i i, be pluUed and the hydrant shah be pumped 4xy. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL x_T.S. - FIG. W-4 TD-15 Tt?- 17 _ . - ...:.� - - - �' r' i �: ir,r ' . �. 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C .. -:i )`.�}r ILA_. _- . a:9c �-.. - - W1:1 -__ ems. =.:'v• r , _. _ _ - -:: n -- :__:i... -- _ _ --_ . _-_ _.._..,___ _ ..._...., _ _ _ _ _ __ ___ ____ ____ __ _ __ -_: ;: _._ _ :: . _ - - . . - - i. jj t- _. m= -- . _ ._-• ...: - -.. -- - TH 0 F ^ ��,, � ��;�y 0 t- 7SCOT`P R. COLLINS'Z I_.., � No. 3 79 � 1 1;P1 ,� ` 1 S Cs S I E 0 NA L CU (� �/ U O d d � 0- H 0. L.C.. Z U) U \_/ w � 0 0 J z O Q H Q H (J1 Q f,_I Q H U w Q 0 w -- Q. d W 0 w z L-LI -= _ .. .. FRAME & COVER . ____- :: N L�l-. 01 . SEE FIG. S-I--D, E. w CIJ - � N _, STREET SURFACE OR z NON -PAVED AREA SLOPED AREA a'�o " 2'-O' •.' "WEDG LOK" TYPE RUBBER COATED � U) M 1'--0. MAX o : STEEL. STEPS OR APPROVED EQUAL . • CAST IN w w �- •'-1 PLACE . ' . �- PRECAST REINFORCED CONCRETE - W w Oq F . .. SECTIONS PATH "0" RING SEALS o OR.APPROVED EQUAL c0 U . . �. . '. 3'-0" MIN , "�",>T .. ... .... _ . ; '- THE DROP CONNECTION SHALL BE . A ONE .. p OF THE FOLLOWING: . 5" a. DUCTILE IRON PIPE (CLASS 50) 16" MAX . . .' w � o r- CU a� CU c) � z 1t- Q Q z DATE Q 2/3/06 C_) z 0) 75 DRAWN BY • z F W Q DESIGNED BY 0 SRC LLd W CHECKED BY U '�'`''' SRC 5' 1 .. ` 11 .4. *- ' MINIMUM ELEVATION DIFFERENCE SCALE w VARI.E . - 12"MIN .04 MIN .4, ACROSS M.N. FROM INLET .TO w OUTLET SHALL BE 0.20 FEET' AS NOTED •' .. A FILLETED INVERT FOR A SMOOTH U) ` TRANSITION OF FLOW BETWEEN -1-' �Q INLET do OULET PIPE, SHALL BE U . . _.. ' ' ►- , ' . ? /� PROVIDED... 7 3/4 DIA OF LARGEST 0- . . PIPE IN MANHOLE z U MIN. 6" BEDDING MATH N0, 68 STONE NOTES• .. . 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL. BE SPECIIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. . 2. THE CONSULTANT SHALL DETERMINE VMETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES,. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED do GROUTED INSIDE AND OUT. 4, SPECiML CQNSIAERATiON SHALL BE GIVEN FOR ENTRANCE H : DESIGN ON SEWERS NTH STEEP SLOPES. . �f - WTYPICAL MANHOLE .WITH DROP CONNECTION (� - Q . . . NTS Z . FIG, S--I-C .. 4 TD-3 _ � - - - - .- -------. a. _ IA `a ,7 fit E 4 LO cci , E 4!^. W � d O; v Y a • ,n Q U E w � p �� E L-, ! w E V�'i ,� Q. � Qq I ~� c V J I w -1, -� o w Q I - a LLI �^'q� a �o gw r/ I- 'Ez �� V 4a 0 (b I - a 10 F \\ p �, 111 ti I+' I Q z rE W I I � J Eco . z C _ nv-, r � w �' `_` .- a ..' � I you _ Q O 1 S 0 v a p _ "4 y chi,•-t O e 1 n.-, 1 9 °� �°yI 'tir- a E a E a E UUl ID O j, "4 V ,B 1O • to -H ' z w wj 1.1Q 'G " Nu Nt✓ Nto m- by N C) 0 C) L N d u 0 f0 r' q 1 f B- . 0o Wmk Ne = = o O�_� a ._- -`�,.,�-�.,_____..•• -� JOB NO. TYPICAL MANHOLE FRAME COVLR . NTS FIG S-1--D -_� Tp-a 22274 SHEET NO. 21 OF 25 G. YV RAI VOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. LAND USE PERMITS (CE-7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). J. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE. 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES , WATERLINES, ETC. , PRIOR TO CONSTRUCTION. Z UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WIN CURRENT VDOT STANDARDS AND SPECIFICATIONS, 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE N077FIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3, 000 PSI). 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER 774E FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" DIAMETER x 20' LONG PIPE AND SHALL CONFORM TO PE-1 PRIVATE EN7RANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF PROPERTY CORNER. • VDOT STANDARD CG-9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL OF THE STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISTING CURB AND GUTTER. CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLA RON. 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LET7ER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. 15. CON7RACTOR SHALL VERIFY LOCATION AND ELEVA7ON OF ALL UNDERGROUND UTIL177ES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY U77LITY WITHIN EXIS77NG AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUT7ER STREETS AND/OR LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS. 17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 18. THE INSTALLATION OF SEWER, WA7ER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.759 WHERE DITCH SLOPES EXCEED 5.09; THE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED DITCH LININGS MAY BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS. PAVED ROADSIDE DITCHES SHALL CONFORM TO VDOT PG-2A STANDARDS AND SPECIFICATIONS 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACIL177ES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY R9AD SYSTEM. 21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. 22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 23. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND B17UMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICA RONS 24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS 25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPEC7ON (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICA77ON OF THE SURFACE COURSE(S). 26. AN ACTUAL COPY OF THE COMPLETE CUR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WI77-1 FINAL PAVEMENT DESIGNS ALL PA VEMEN T DESIGN RECOMMENDA TONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDI 77ON OF THE PA VEMEN T DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 2Z A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT S7RUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 28. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE. SUBGRADE. 29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN ACCORDANCE WITH 774E ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 30. THE DEVELOPER WILL BE RESPONSIBLE FOR 774E DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLA77ON AND/OR MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT. 31. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE TIME OF SUBGRADE INSPECTION. 32. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 33 VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. 34. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CEN7ER LINE OF ROAD. 35. OWNER WILL FURNISH SURVEY CON7ROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUCTION. ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. 36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. ROAD CLASSIFI CA TIONS ROAD PAVEMENT DESIGN 0 "A, "B" "C" STA. TO STA. VPD PVM'T. WIDTH E P - E P B/C - B/C R/W - R/W SUBBASE BASE SURFACE WELBOURNE 25+ 07.45 TO END 360 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 31' 40' MOUNT VISTA 120 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 31' 40' 14+33.72 TO END THREE BOARD LANE (ALL) 120 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 31 ' 40' JACKSON LANE 20 NIA 8" 21-A 2" SM-9.5A 26' 31' 40' (ALL) MILL STONE LANE 90 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 31' 40' 15+34.12 TO 18+68.14 MILL STONE LANE 610 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 31, 40' 10+00 TO 15+34.12 1 MIN. PAVEMENT DESIGN IS BASED ON A MIN. CBR VALUE OF 10. PAV. DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT TIME OF CONSTRUCTION. 2 A PRIME COA T SHALL BE APPLIED BETWEEN THE AGGREGA TE BASE AND ASPHAL T COURSES IN ACCORDANCE WITH V.D. 0. T. STANDARDS. TOP OF CURB 4" MIN. 2" R 6" . l) .11 -i- STANDARD CG-6 CURB & GU T TER NO SCALE 5' "'* - 4" 2 1 - A STONE BASE SIDEWALK DETAIL NO SCALE NOTE. • ADD UNDERDRAINS ALONG SIDEWALK AT SPECIFIC LOCATIONS IF WARRANTED DUE TO UNUSUALLY WET FIELD CONDITIONS 5' 2" CRUSHED SURFACE STONE 1-- 4" STONE BASE (TYPE #57 STONE) TRAIL WAY DETAIL NO SCALE .." EXIST. GROUND EXIST. GROUND EXIST. GROUND 3;1 EXIST. GROUND 2 5" CONCRETE SIDEWALK I R/W 7" ��- VDOT 21-A STONE BASE UNDER CURB & GUTTER TO BE CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. NOTE: ADD DRAINAGE PIPES ALONG TRAIL WAY AS REQUIRED TO ENSURE POSI(TI VE DRAINAGE FLOW & TO PREVENT PONDING BEHIIND THE TRAIL. CG-6 CURB & GUTTER 29. p .:4 op 4' VDOT STONE BASE 4.5 2.5 COMBINATION UNDERDRAIN CD-2 ON FILLS W CENTER LINE SECTION (With type 1 select material) to EW-12 �00 TOP OF CUT TOE OF FILL DITCH SHOULDER LINE LINE EDGE OF PAVEMENT 90' EDGE OF PAVEMENT SHOULDER LINE TRENCH PLACEMENT 1i TOE OF FILL -.-- Pavement Surface & Base Subbase to EW-12 00000000000000000 00 -d-Z5:?5 •o•o•o•o• o•o• o•o. o. o. o• o • o• o • o • o • o • o • .. Select Material Type --I az III PLAN �•��•��•��•�•��•�•� VIEW SHOWING PLACEMENT OF � 1'-0 No. 8 or No. 57 Aggregate CD-2 UNDERDRAIN - -+ Geotextile Drainage Fabric �1 General Notes -yo OR Trench shall be filled with aggregate and throuyhly hand tamped to insure com- �- Pavement Surface & Base pactness. 00 000000 0000 0000 0 00 ,.- Subbase or Cement Stabilized Subbase 0 0 0 0 0 0 0 0 0 o Pipe shall begin at the edge of pavement 1'-0" A A • • A • • • o o • o • o . AAA AAA o o • o • o • o • -.- Select Material T ell or Sub rode Cement or Lime Stabilized o•o •o . o A A , o o • o • o o g ( ) and shall be placed on a grade parallel to the shoulder sloe 4% min. rade . p ( grade). • " No. 8 or No. 57 Aggregate On curb and gutter sections, where it is Geotextile Drainage Fabric impossible to otherwise provide outlets for 1'-0" underdrains, they are to be located so as to drain into drop inlets or manholes. If it is necessary for the pipe to outfoll into a cut ditch, the ditch is to be deep - PLACEMENT OF CD-2 UNDERDRAIN AT ened if and as directed by the Engineer. BRIDGE APPROACH SLABS On superelevated sections, trench is to be under entire pavement area with pipe on low side only. Approach Slab � � pavement i _ .. 11- Subbase NON -PERFORATED OUTLET PIPE CD - Aggregate Base Mat"I., Type I size No. 21B (150 mm min depth CD- 2 TH WSCOTT Oo.R. COL�LIN�S�tZ 35791 ;!b.5ONAL El�." Type of Pipe Crushing Strength yy,T, 4" Nom. Dia. W.T. 6" Nom. Dia. Corrugated Aluminum 0.48 Smooth Wall PVC .103 .153 Smooth Wall PE 70 PSI 70 PSI Wall Thickness (min) - inches Tested according to ASTM D-2412 at 5% deflection. SPECIFICATION REFERENCE STANDARD COMBINATION UNDERDRAIN 232 ON FILLS Alf SAGS AND BRIDGE APPROACHES 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 2% BASE -13 An POINT OF FINISHED GRADE SURFACE 2i 7727 7.°77 «7 SUBBASE TYPIC .1Z ,STR�'�' ' ,S'�'CTIOIV (40 I CIL R/W I 29' CG-6 CURB & GUTTER 6' PLAN77NG : ' ° :a �'°0 00 4" VDOT 21A STRIP 4'Z�OT STONE BASE STOSN�E - 5 4 5 2A POINT O FINISHED 'AI SURFACE 0.11 � BASE ( "--- SUBBASE 1.5 1 1 T 13 - 40 - TYPIC141; ,STREFT S.E'CTION (40 $ B114F) >"= 4' CG-6 CURB & GUTTER CPO 0000cm''+. 4"2WO7 STONE BASE 2.5- CG-6 CURB & GUTTER M.. 29 4.5 R%W R/W 2% I 6' PLAN77NG 421VD0T S7RIP STONE BASE --2.5 4.5 1.5 1 EXIST. GROUND EXIST. GROUND 5" CONCRETE SIDEWALK 4" VDOT 21A STONE BASE 5 2 108.05 ;_ d I 0 0 W (U (1.1 Z d � O a z ,� E7 0 U CJ 0 o Z O � 0 to ~ w v d z ce 0 >1 d J a� F- I d- W F- CU CU (U W fV Q � > DATE Z w q rn 213106 / LL_ W (h DRAWN BY ^ J -6 w Wei- i H Qa ao = w DESIGNED BY U Q V LLJ w U CHECKED BY S. COLLINS I cv NTS Rif u v 0 o_ / v H H LAA H Wa H Z H W O z z Q O rr~^' � z Vl Q w f7l H W Q U U -� W H � J V7 Q a 2 Lw r V 1 EXIST. GROUND EXIST. GROUND JOB N0. 22274 SHEET N0. 22 OF 25 __ d OD d� I 0 0 C1J N 0i S d J i= d z 0 d J O 75 J I d' CU w (U 1-1 Q I] R U / O 3- 6 H H W R H V W W Iy U I d' N w 0i 1-1 Ui -P V n, 0 s n / U d I Ull 0 (ll (U (U d CU J N ;_ d z V 5 O d J m 7q J I CU Ci C)i Q Q Ell CY Q C, m 75 / F--1 H W Q rH^ V I Y W W ry U I d' (U CU Oj w -N U (li O L W U I GENERAL NO TES 1. PLANT MATERIAL SIZES ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. J. MARKING: ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPATMENT. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APPROVED LANDSCAPING PLANS DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED DURING THE NEXT PLANTING SEASON. 5. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIA TEL Y A T THE CONTRACTOR'S EXPENSE. 6. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. .Z NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE ALBEMARLE COUNTY PLANNING DEPARTMENT AND THE LANDSCAPE ARCHITECT. TREE PR 0 TEC TI ON N 0 TES 1. HEAVY EQUIPMENT VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP —LINE OF TREES TO BE PRESERVED AND PROTECTED. 2. FIRES SHALL NOT BE PERMITTD WITHIN 100 FEET OF THE OUTSIDE DRIP —LINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP —LINE OF TREES TO BE PRESERVED AND PROTECTED. 4. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 5. NO LAND DISTURBING ACTIVITY DHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE COUNTY ENGINEERING DEPARTMENT. U Ll rE EI �� I 1-1 E J-Elo of STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE —WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TREE PR 0 TEC TI ON FENCE (EOR USE FOR TREE MASSES) STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES JYL BAR STAKES STREAM BUFFER MITIGATION PLANT LIST KEY Quantity BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROO T TYPE REMARKS ARS 58 ACER RUBBUM "RED SUNSET" RED ' SUNSET RED MAPLE 1/2" — 1 3/4" CAI_. B&B SINGLE STEM ONL Y FAM 17 FRAXINUS AMERICANA 'AUTUMN PURPLE' AMERICAN ASH 110/2" — 1 3/4" CAL. B&B SINGLE STEM ONLY GTSM 14 GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER LOCUST 1/2" — 1 3/4" CAL. B&B SINGLE STEM ONLY LST 6 LIQUIDAMBAR STYRACIFLUA "ROTUNDILOBA" ROTUNDILOBA SWEETGUM 1 1/2" — 1 3/4" CAL. B&B SINGLE STEM ONLY QPH 44 QUERCUC PHELLOS "HIGHTOWER" HIGHTOWER WILLOW OAK 1 1/2" — 1 3/4" CAL. B&B SINGLE STEM ONLY TC 30 TILIA CORDA TA 'GREENSPIRE' GREENSPIRE LI TTLEAF LINDEN 1/2" - 1 3/4" CAI_. B&B SINGLE STEM ONLY ZSR 8 ZELKOVA SERRATA 'GREEN VASE' GREEN VASE ZELKOVA 11/2" - 1 3/4" CAI_. B&B SINGLE STEM ONLY PLANT REQUIREMENTS STREET TREES REQUIRED: 1 Large Street Tree/50 L.F. STREET TREES PROVIDED: Welbourne Lane 1578 L.F. Mount Vista Lane 749 L.F. Three Board Lane 964 L.F. Jackson Lane 225 L. F. Mill Stone Lane 900 L.F. REINFORCED RUBBER HOSE ARBOR TAPE, OR NYLON W COMPACTION OF SOIL AROUND 70N EQUIPMENT. -/. LAiCIVU rr_1VUL I U DRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TREE PRO TEC TION DETAIL (FOR USE FOR SPECIMEN TREES NO SCALE 63 Large Street Trees 30 Large Sti=eet Trees 39 Large Street Trees 9 Large Str rat Trees 36 Large Street Trees PRUNE DEAD OR DAMAGED BRANCHES DO NOT PRUNE CENTRAL LEADER. REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING 2X2 HARDWOOD STAKE 1pppppr--ABOVE GRADE. MULCH (MIN. 4- DEPTH) (DO NOT MULCH AGAINST mWWWWW TRUNK OF MEE) lf'If�lrilll►1�rfll��iui:SEARTH BERM AROUND FROM TOP 1/3 OF BALL PLANT ON UNDIS77JRBED SOIL DECIDUOUS TREE PLANTING DETAIL NO SCALE TH N O SCOTT R. COLLINS� U No. 35791 �tl SjONAL Eli z 0 1�1 W N O Ol w N OC N .-1 ko z r' O J 1.8 U,;:�o, ii W Uj w w0� oQ 00 = U ce LU LU z (3 z LU V) z J J 0 U DRAWN BY DESIGNED BY CHECKED BY Sc SCALE NONE i-1 I—H i- 4 w Q V / z /Z V H V z J W p Q U H W C) 0 CO W LU Q Q W U cC U cn U C) Uz H w H J 0 JOB NO. 22274 SHEET NO. 25 OF 25