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Home My WebLink AboutSUB201300025 Plan - Approved Road Plan and Comps. 2013-08-16OLO TRFILd'd91BLOCKIMOPD &UTILrtY P1AN.go �I _ A* - w Oy [� =o SITE DATA j Q� o OWNER / DEVELOPER: IMP 55E -] -A1 MARCH PROPERTIES TIC C `� O BOXU370 - _ Qv FEBRUARY 5 2013 OU > O caozfr VA. 22932-0370 ";4AS 1 o ACSA GENERAL WATER & SEWER CONDITIONS 4z J� IMP 55E -] -6 fl0 MARCH MOUNTAIN PgoPEflREb A! U% �0) > J r LLC 6gJ U BOX _ 1. THE SHALL BE SUBJECT i0 INSPECTION BY ALBEMARLE COUNTY SERVILE AUTHORITY (ACSA) INSPECTORS. o RX W CRO CflpZEi VA. 22932-0310 . 2 r L 'ty il{E CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER NASA OFFICIALS AT ME START OF G M _ p THE KONG a vQ k W PLAN PREPARED: BOUDABUSH. GALE 6 ASSOCIATES I _y 0 A, 914 MONTICELLO ROAD �_ I 0 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED HORK ARE NOT NECESSARILY , (If JZ 22902 ,VE ry\ SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL. r- _ ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES,, AS NECESSARY. A � W _ TAX MAP PAflfEL No IMP 55E -1 -A] 6 IMP 55E J-6 p Q 0 ZO 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WILD FIGHTING AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. V O¢ OF ZMA -04 -024 APPROVED ON SEPTEMBER 14. 2005 [ 04 USE 20 SINGLE FAMILY DETACHED UNITS - d. DATUM FOR ALL ELEVATIONS SHORN IN NATIONAL cEGDFTIC Qp IAA SURVEY. \/ � Q %Q AREA: 45 q[. (APPROX.) _ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY I]- 800-552- ]0011. DENSITY 20 UNITS / 4.5 Ac.- 4.4 0 . / Ac �. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE N(� O LL N -B - TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE BUILDING HEIGHT: Npi ID EXCEED 3 9i0WE5 LATERALS AND WATER LINES. ETC. lL? V% D -� SETBACKS FRONT - -- 5 Z. ALL WATER AND SEWER APPURTENANCES ARE r0 BE LOCATED OUTSIDE OF ROADSIDE BITCHES. BEAR - -- 5' WOODBOUPY w QQ Qr� 9 SIDE - -- 5' w LANE - 8. VALVES ON DEADENS LINES SHALL BE PODDED 70 PROVIDE AOEOUATE RESTRAINT FOR THE VALVE OARING W 4 W (THIS APPLICATION PLAN INCLUDES A WAIVER MODIFICATION i0 REDUCE THE _ A FUTURE EXTENSION OF THE LINE. £ tlf Y W SIDE SETBACK FROM ].5' i0 5 , TO REDUCE THE HEAR SETBACK FROM IY _ TO 5'. AND TO SCONCE THE FRONT SETBACK FROM 10' TO 5'l. i 9, TREES ARE NOT PERMITTED IN THE AC5A EASEMENT, a W W PARKING: 40 SPACES REQUIRED F 1G. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO LEAD REGULATION REGARDING BRASS Z 0 FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3824 NAMED AMENDS THE SAFE DRINKING W Z O 2 GARAGE SPACES / LOT PROVIDED - 40 SPACES PROVIDED Nt1AGE WATER ACA - ® d CENTER DRAINAGE DISTRICT' LICKINGHOLE CREEK } WATERSHED LICKINGHOLG CREEP 1 25 1� TOPOGRAPHY: GIGGLER BY LOUISA AERIAL SURVEYS - P.o BOX 430 °TAE '1 -- MANDATORY INSPECTIONS AT THE FOLLOWING REVISIONS _ n T.�. - MINERAL, VA. 23112 - COLE PHASES ARE REQUIRED FOR ROADS THAT ARE DATE F PLATION PROPOSED TO BE STATE MAINTAINED: B -]6 -12 BLOCK I4 APRIL 25,2013 O COMPILATION pA1P OF OMPI AiIOM 9 -05T12 OLD TRAIL PER COUNTY DATUM VERTICAL - NAVp B0. 1 {pgIZONTAL - NAO B3 VILLAGE � c INSTALLATION pF ANY ENCLOSED OflAINAGE SYSTEM BEFOflE Ii I$ COVERED. 6 Af,SA COMMENTS � JULY 11, 2019 is BENCHMARK AT TOP OF EXISTING SANITARY SEWER MI Oldir]Vi 1 -10 -f0 (SEE 511GE1 2) li INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE DRSHT-OF-KAY BEFORE BEING PER VDET 6 ACSA ELEVATION - 682.35 COVERED. COMMENTS BENCHMARK lH TOP OF EXISTING SANITARY SEWER MH p]Oir]Vi l -]0-d (SEE $X {EEi 3) Ill, CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BECAME PLACEMENT OF ELEVATION = 6/1.31 ROADBED BASE MATERIALS. _ rflA$II EACH LOT SHALL HAVE A PRIVATE INDIVIDUAL TRASH RECEPTACLE IV. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL a BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. RECREATION nPEn: APPROVED TRAIL VILLAGE NEIGHBORHOOD MODEL orsrRlCT wnD WITH RO THIS S P NONE PROPOSED WITH THIS PLAN. V. PLACEMENT OF BASE MATERIALS INCLUDING STONE SEPTH9, CONSISTENT WITH THE FIELD PAVEMENT �I MOISTU PRIOR i0 PLACEMENT OF PAVING COURSE OR COURSES FOLLOWED BY FIELU DENSITY AND CRITICAL SLOPES: NO NATURAL CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. l � MOISTURE TESTS AND THE PLACEMENT / \� �r B1 250 1� TAT OF A PAVING COURSE AS SOON AS POSSIBLE. FLpoOPLAM PROJECT MFEBRUARYUGITZ PANEL FLOODPLAIN LIMITS ON FLOOD \ TEAS �p E 6A 6, PKL V, CONSTRUCTION OF PAVEMENT. INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL ��iM /1/ - /1rr0 i iDLMEI y- I - THE CONTRACTOR IS RESPONSIBLE FOR CONTRACTING SABA A MINIMUM OF ONE WEEK PRIOR i0 EACH OF I1J s %l I�I THE ABOVE PHASES OF CONSTRUCTION r0 SCHEDULE AN INSPECTION. DATE Viii. FAILURE OF THE CONTRACTOR i0 SCHEDULE THERE INSPECTIONS WILL REQUIRE TESTING DIZgETION OF VpOi OR MAY LEAD i0 THE flpApS NOT BEING ELIGIBLE FOq ROADS AT OLD TRAIL VILLAGE NOT BEING ELIGIBLE FEBA 4, 2013 $TATEEMAINTENANCEE ALBEMARLE COUNTY ENGINEERING OVERVIEW & VICINITY MAP GENERAL CONSTRUCTION NOTES in _ 1000' FOR PRIVATE ROADS GRADING NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY II CONNECTION TO ANY EXISTING SMALL BE OBTAINED 1. THE LATEST EDITION OF THE ROAD 6 BRIDGE SPECIFICATIONS, THE ROAD 6 BRIDGE STANDARDS TIAN PORT, A FROM FROM THE VNOT ACA DEPARTMENT OF TRANSPORTATION (v00T1. THIS PLAN AS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL THE VIRGINIA OFs N OVDO ANY MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE AND METHODS VI THIS ANY TIUCTION LIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN JII EUNSRUCRON 2, VILLAGE 2. WHPRP UNSUITABLE MOF A ENCOUNTERED FRIA THE IS ENLOUN RERED IN THE ROADWAY Ir SHALL BE ABLE OLD TRAIL MAY REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL r0 2 N ALL MA WIILLTBELMADE BYSTHETCOUNTY. THEISATISFAACTIONTOr THE ENGINEER OF ENGINEERING 1295 -586fI 48 HOURS IN ADVANCE OF THE START DP CONSTRUCTION. 3 GROWTH TREES AND VEGETATION pNICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFIRM TO CURRENT SPECIFICATIONS SHALL BE REMOVED AND STANDARDS OF VOOi ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST 4. ALL VIEGETATION AND nVFRBUROEN TO BE REMOVED FROM BLOCK 1 4 COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFA PART 1926) SHOULDER r0 SHOULDER PRIOR i0 THE . CONSTRUCTION OF THE SUNSHADE. 4. AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN A[CDRDANLE. WT TH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR To ANY CLEARING GRADING THERC NS cPONrCG OR OTHER ROAD & UTILITY P LAN FINE GRADI s. F OF Tmry OF FINE GRADING AND ON THE GENERAL CONSTRUCTION NOTES FOR STREETS CONTRACTOR ACTOR RUBBINGS OILCRADE, CONTRACTOR SHALL HAVE THE TESTS PERFORMED ON THE PERFORMED SO tL THREE 131 COPIES OF THE TEST RESULTS SHALL BE SURMISED TO THE COUNTY. IF A SUBG AAOE ULT THE COUNTY. SOIL CBS OF 10 OR IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN] SHALL I. CONSTRUCTION INSPECTION Or ALL PROPOSED ROADS WITHIN THE DEVELOPMENTWILL BE MADE DESIGN BY THE COUNTY. ME CONTRACTOR MARK NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT BE MALL BY THE DESIGN ENGINEER ARE SUBMITTED WITH THE TEST RESULTS FHR, APTHEVAL (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. fi. ALL SLOPES AND DISTURBED AREAS ARE TO BE AL :VERTICAL) ) WHERE AND MULCHED. THE, 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED BOOKCASE, THE ALLOWABLE $LOPE. IS 2 I (HORIZONTAL :EETOICAO WHERE gEA50NAB LY OBTAINABLE CONTRACTOR SHALL HAVE LAP TESTS PERFORMED ON THE SUBGRADE SOIL, THREE !9) COPIES OBTAINADLE LESSER SLOPES OF 4. ] OR SETTEE APE TO BE ACHIEVED. O 1 OF THE TEST RESULTS SHALL BE SUBMITTED TO TIRE COUNTY IF A SURINAME SOIL CBS OF 10 T. SURFACE DRAINAGE PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN M a 2 RIGHT -OF -WAY WITHIN PE ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL WITHIN EASEMENTS PRIOR i0 ACCEPTANCE BY THE COUNTY. ALL LY DRAINAGE AL EASEMENTS APE i0 BE EXTENDED ID A BOUNDARY LINE oP A NATURAL WATERCOURSE. 3. SURFACE DRAINAGE AND PIPE TO DISCHARGE ACCEPT MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY GENERAL CONSTRUCTION NOTES SHEET INDEX WITHIN EXTENDED PRrofl io ARYELINE O Av mE ALL DRAINAGE ourFALt EasEMENrs W T j AR GUARDRAIL LOCATIONS RAL WA. 9. ENO EAT TREATMENTS WILL BE APPROXIMATE CONSTRUCTION AND APPga PRIp rE ARE TO BE EXTENDED TO n eauupagv LINE OR a NATURAL WATERCOURSE. TERM EXACT HENTIM, OF LOCATION END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION _ 1 1. PRIOR i0 ANY CONSTRUCTION WITHIN ANY EXISTING PNALIC TIT =Hr -OF -WAY, INCLUDING SHEET 1 -- - - - - -- COVER SHEET 4_ GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, ANp APPROPRIATE J V/ 2 ADDITIONAL GUARDRAIL MAY BE AT LOCATIONS NOT SHOWN WHEN IN THE CONNECTION ENO IREC ENGINEERING, i0 ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA TREATMENTS HILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL OPINION OF THE ULPELTEN OF THE DIRECTOR 5 DESIGNEE IT IS DEPARTMENT OF TRANSPORTATION RICH. THIS PLAN AS DRAWN MAY NOT ACCURATELY DEEMED GUARDRAIL R SI WHEN GUARDRAIL Is RTO THEO. ST SHALL BE AND FOUR (A1 REFLECT ME REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE SHEET 2 - - - - -- IXISTING CONDITIONS /DEMOLITION PLAN OR DESIGNEE. IT IS DEEMED NECESSAHVIWUHENEG'UARDRAIL IISIREAuiRES,,THITLSHALL ENGINEER M U OFFSET PASS SHOT OFFSET AIL THE EDGE OF PAVEMENT i0 THE FACE OF GUARDRAIL AND ROADWAY REQUIREMENT OF THE COMMIT SHALL GOVERN FOUR J SHOULDER WIDTHS (4) FEET OFFSET FROM THE EDGE OF PAVEMENT i0 THE FACE OF GUARDRAIL, AND ROADWAY WI OCRS SHALL BE INCREASED TO SEVEN (] FEET. SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. z. AND MATERIALS AND HERWISE SHALL CONFORM TO CURRENT SPECIFICATIONS SHEET 3 -- - - - - -- IXISTING CONDITIONS /DEMOLITION PLAN UNLESS \ W 9. WHERE UR SECTIONS ARE INSTALLED, ALL RESIDENTIAL IRIVEWAY ENTIAANLE$ _y / COST O AND STANDARDS OF VpOi UNLESS OTHERWISE NOiEO. 5. GRADE URBAN CROSS SECTIONS ARE INSTALLED,, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFIRM M TO SHALL cDNFmM Ta voDT cc -9 m. B DR c) SHEET W / w 4 - - - - -- GRADING, DRAINAGE & UTILITY PLAN CONFORM r0 VINT CG-9 I. R OR C). 3. EROSION AND SILTATION MEASURES J CONTROL SHALL BE PROVIDED IN ACCORDANCE KITH 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES m Q m SHALL THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, 6. HHERK BORST CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES O CONFORM To VDOT STANDARD PE -I. ,SHALL CHASING OR BIRDS CONSTRUCTION, SHEET 5 - - - - -- GRADING, DRAINAGE & UTILITY PLAN CONFORM TO VOID STANDARD PE -1. fL PAVED. AGE -RAP DR STABILIZATION OPT OTHER MAY BE REQUIRED TO STABILIZE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. & STREET TREE REQUIREMENTS & DETAILS IONfO E IN TH Z COMPLIANCE WITH THE UNISON PAVEMENT WALSH, SHOULDER xipT11, AND DITCH SECTIONS, AS A DRAINAGE CHANNEL WHEN. M THE OPINION OF THE OtHELTDq OF ENGINEERING OR O SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO THE DIRECTORS DESIGNEE IT IS DEEMED NECESSARY. 5, THE ALLOWABLE SLOPE is 2:1 (BETTER ARE VERTICAL). WHERE REASONABLY SHEET 6 - - - - -- GRADING, DRAINAGE & UTILITY PLAN I� r OBTAINABLE, ARE i0 BE ACHIEVER. & STORM INLET & PIPE CHARTS B. BOAR PLAN APPROVAL FOR SUBDIVISIONS 19 SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION 12 A MINIMUM CLEAR PIPE OF EIGHT (B) FEET FROM EDGE DO PAVEMENT SHALL BE OBTAINABLE LESSER SLOPES OF 3: 1 OR RIE MAINTAINED ON ALL RESIDENTIAL SHPROV THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR i0 SIGNING AND RECORDATION, MEN RE STREETS Q 6. PAVED, RIP -BAP OR LINED WHEN IN THE OR MASH LINED OUCH MAY DC APPROVAL of THESE Purvs sxnu BE uuu AND VETO. OPINION OF COUNTY ENGINEER. OR DESIGNEE IT IS SCENES NECES$AflY IN ORDER ip SHEET 7 -- - - - - -- ENGINEER NECESSARY To ROAD PROFILES J 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS, PAVEMENT WIDTH, STABILIZE A DRAINAGE CHANNEL 9. ALL 5IGN5 OR REGULATORY SEANCES SHALL AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED N. CONFORM WITH THE VIRGINIA MANUAL FOR ICHCO EXCEPTIONS WILL NOT BE ALLOWED. TRAFFIC SHEET 8 - - - - -- ROAD PROFILES AND DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY O Z, TRAFFIC CONTROL SIGNS SHALL CONFORM AS THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC NCE NUMBERING OROINANLE AND MAMMAL. NUMBERING 14. UPON COMPLETION DF THE ROADWAY CONSTRUCTION STREET NAME SIGNS SHALL BE CONTROL DEVICES. INSTALLED BY THE DEVELOPER AT ALL STREET SIGNS ANO SHEET 9----- STORM PROFILES ]O. TRAFRIC OR OTHER SHALL BE INSTALLED BY THE OFT SIGNS OR B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE R WHEN.. OPINION WHEN. IN THE OPINION OF THE COUNTY ENGINEER THEY INSTALLATION SHALL CONFORM TO RLE Ofl DESIGNEE. THEY ARE DEEMED COUNTY STREET SI QUIRE . IBLE FORCE COUNTY STREET NAME SIGN REQUIREMENTS-. PIPE -CLASS III, NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. THE DEVELOPER snau BE RESPONSIBLE FOR marrvrENarvcE OF slcrvs UNTIL HDaos HAVE NECESSARY CONVENIENT ACC BEEN ACCEPTED. SHEET 10 - - -- STORM PROFILES 9. ALL EXCAVATOR FOR PIPE INSTALLATION MUST COMPLY WITH OSHA Al. THE LIMITS i0 BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MEN BELOW THE DESIGN (29 CFLA CONSTRUCTION D, OR e5. TOED PLAN APPROVAL Ns SUBJECT SPEED, OR as DETERMINED BY w0r FOR PUBLIC ROaps. m FINAL SUBDIVISION Ory PLAT VALIDATION. SHOULD srarvpagps FOR cONSrqucTloN iNpusipv (29 cFR PART 49zs). SHEET 11 - - - - -- SANITARY PROFILES THE FINAL PLAT FOR THIS ROJE PLAT OR EXPIRE TO SIGNING ADD HELOgoaIION, MEN OF THESE PLANS SHALL NULL PLArvs LATOR BE NULL ANp FILE NUMBER SHEET 12 - - - -- A.GS.A. WATER &SEWER DETAILS 12. CUT co -1 OR CROSS-OPAINS ARE TO BE INSTALLED UNDER THE SUBBASE AT L AN ANSI PROFILES. 16. TRAFFIC cTNMOL OR OTHER RECUlnrogr slcrvs AND eARRILADfs snnu BE INSTALLED AT Au cur AND FILL rflausrnpus AND cflaOE sac POINTS as simxN ON ME ROAD PROinfs. IC CONTROL R DTH BARRICADES yy1 BY THE DEVELOPER WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE �yl BY 41 LSS SHEET 13 TYPICAL SECTIONS, 13, A VIDEO CAMERA INSPECTION r5 REQUIRED FOR ALL STORM $EWERS ANp CULVERTS THAT ARE 8053 DIRECTOR 5 DESIGNEE, THEY APE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND f--CC! `� - - - - -- PAVEMENT DEEMED CONVENIENT ACCESS. ALL SIGNS DR OTHER REGULATORY DEVICES SMALL CONFORM WITH SPECIFICATIONS. & MISC. DETAILS INACCESSIBLE TO MOST OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN '5 THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ACCORDANCE WITH GOAL VIDGO CAMERA INSPECTION PROCEDURE AND WITH A GOAL OR COUNTY INSPECTOR PRESENT. SHEET 14 - - - - -- DRAINAGE CALCULATIONS ?, IV JD T.3. SHEET 15 - - - - -- DRAINAGE AREA MAP 5'f]�C� aoH'� -. SHEET 1/15 OLO TRFILd'd91BLOCKIMOPD &UTILrtY P1AN.go FILE NUMBER 8053 SREET 2/t5 MATCH LINE SHEET 3 0 w [T] 0 VI t� Q L^J m aan ZO Q� am ¢W cp Q0 2 OO jo 42 � 0 OW wE Q OQ Ow de 20a W O¢ 14 V , %� O w Zi N O1 O 0) Lu Vi w r72 O>2�q �W Q2 o�: 18 4W E°7 QW mw w O O W a ® REVISIONS APRIL 25, 2013 PEP COUNTY, VOOT 6 ACSA COMMENTS JULY 11, 2013 PEP VOOT 0 ACSA COMMENTS DATE FEB.74, 2073 SCALE CONTOUR INTERVAL 2 FEET Y Z 0505= maFd6 0.3 ZZ g� 0 0 $ J o Qn O¢ Pw< J FILE NUMBER 8053 SREET 2/t5 MATCH LINE SHEET 3 II p I / E -- -- TMP 55E -1 -A1 MARCH MOUNTAIN PROPERTIES LLC N M 57 pp, 2A-3aa (PLAT) 0 -6- 42 16 Pp 254261 (PLAT) 0.0. 4396 pp. 685-693 (PLAT) 5.0. 3%96 pp- OOIb09 (PLAT) cpz E)(. WATER MMN SHALL tjE COMPLETELY ,REMOVED OR ADANDONED'IN PLACE WITH PLOWABLE FlLL. / (IF AEMVW THE PIPE SHALL REMAIN THE PROPERTY OF AC.iA.) I m ER. \ Ex MH / 1� TOP 5678,20 6 0 ' IE 657 35' 11 �•y 00 / 36 %'�� 59 /LL ®IcEX e XArFRLINE� EX IP 'wATERUNE - - Ex Ua I' p� �%] rp J 6i LL5EU ill- ` �C R PI-PRU 5'1 EX 57 PUDI iC 9M -. - OP 577 05 1 11-669 36 EX 10-66Y 0/ STORM fOf, I / E -- -- TMP 55E -1 -A1 MARCH MOUNTAIN PROPERTIES LLC N M 57 pp, 2A-3aa (PLAT) 0 -6- 42 16 Pp 254261 (PLAT) 0.0. 4396 pp. 685-693 (PLAT) 5.0. 3%96 pp- OOIb09 (PLAT) cpz E)(. WATER MMN SHALL tjE COMPLETELY ,REMOVED OR ADANDONED'IN PLACE WITH PLOWABLE FlLL. / (IF AEMVW THE PIPE SHALL REMAIN THE PROPERTY OF AC.iA.) I m ER. \ Ex MH / 1� TOP 5678,20 6 0 ' IE 657 35' 11 00 36 59 10-667 15 ' ND SCALE 20 p 10 0 N AO �4 / BLOCK 14 1 T sm23x F'£. / ) EXTERIOR BOUNDARY / *0� as DEMO EXISTING _ i — — _ — _ - /-- ' - — " CURB 8 WALK / / 23 119416 -- / ��01dD3iSi -105 6RArNp9F £A5CVFNr , '® Srti66 ea A D 4257 p. 357 REMOVE IX. 24" RCP 8 RE -ALIGN Ioa66 bg - T SEEUTILRY &PROFILE PLANS ' 1 — "1 J/ / 2p A -C3A - / EX 12 wp TLH LME EASEVFNr Ar / wAFFRiINE 6 e 1971 p 23 650 FUTURE ,. I / _ _yl - -- _ BLOCK 17 / EX.ESY �1 > 10-bbg 73 AAVA6FMGM pCYFSE PONT n �09 4256p➢. 1/359 > FUTURE / H WATERLINE SA.LMLNS TMP `E 1 p1 m BLOCK 15 0 B dyr/ pp, 377-C86 D 6, M6I5 AIXLFROPERTIES 1(PLAT) LLC ' D 9 4115 : i X � pp 2]4261 / __— 09 3795 ryLAD p_fi&5699 (PLAT) 5 D 3798 op - 001009 I 20 SANITARY SEWE9 EASEMENT A / ---t— pp_ �1�69 EN 32' 1 O 9 4251 NA , DIN J� I IMP 553 Al 1 MARCH MOUNTAIN PHOPE (PLAT) LT C I 1 4 O.D_ 4275 p0. 254- 26J (PLAT I e 4195 op. 500 -096 MLA T A b o 0.9. 372T pp. om R -acs rPAn � I i L —J L_ i EXIfiL -- F1A96EIfS1Y EXIST T -1 H BENCHMARK i2 EX MAT IP x IP "TIE GI 1PZAP � ,� �/ / _ / / , . 1.37 - — O]6i V ] lad / ER NH 0IpID6 SANITARY / 6EN 1VII l0 r 117565.43 CSMT ' S PL TBV m LO-665.3J SEE PLAT T201]Fr oAreo APR1L55 � I FN.M4 mend 3a 0 -top-671 09 o-- ' � 111163 34 I I 1 _ TMP �, -1 -H % ... -.. COUNTY 9F 395AARtL -� VTASINTA _ ' I �a%0 / I 9 9 3965 pp J-10 / I r loEtus BLOCK 14 EXTERIOR BOUNDARY =11W4&TS \BLOG(14 \ROMSu PuN.PNA PL 2 rJ Vi V� Z xm m� gD0) <a W ¢oZ W QLu w U 0 WW s° 02 00 j° V] 3 QL > Z �2 OWw Q u ow rz O W p2 It Ind o$ x N WO OZ (/] ILZ w �¢m0rz W 2¢ 0 r W LLW �$ w zo 04 a REVISIONS APRIL 25, 2013 PER COUNTY YD01' & ACSA COMMENTS JULY 11, 2013 PER CHAT s ACSA COMMENTS GATE FE6.74, 2013 SCALE = zoo CONCUR INR:RVAL 2 FEET r 06 Y ZZ og 0g= MD. F-d 0 ZZ� 0 -' >UJ� ga,,Z^^mm Q¢ VJwa J FILE NUMBER 8053 1SHEEP 3/15 : :1 IT MATCH I IMF CHFFT v OWIFSVU L�01(14110M4UIILIYPL Apra r w " ;. E i iI W V w a NOTES: � YY c L Ova C o •� � ( L UNLESS OTHERWISE NOTED DRAINAGE EASEMENTS ARE i0 eE L ' - ..._ LwrEH LINES _ _ SOBOIVISAG RECOPLES _ DS 15 P54 -261 pp� ., ALL CURB RADII DIMENSIONS ARE r0 FACE. � ICI W m h Q v R ANO SHALLEBEiLORIMER ACCORRDINGP9RAflE N0iPOEPRE55E0E _ - GALE I - 20 A �' 6 "NA7 Elf - r _ LNF _ �_ _ _ 20 0 to no Q W \ __ N THE fl0A9 PROFILES OH AS FIELD LDNOIiI0N5 p0 Q Z OO -CLL 4 ONDEROPAINSNOARE TO BE PROVIDED ALONGOEO FEET s� STANDARO \_ I µ\ 111 a2 jZ �'- < II �_ ` _ �� __ _ A TYPICAL SECT DETAIL Ei 9 ON THE 0 0 \ I "w FDA I\ / _ T 1 I �� z� ALL AL RFASMAiO BE AND V� A AND LECiIFIEO 9V I f Q V Q _ _ -- AN ON -6IiE NATffl NEiER V GOG- TECHNICAL W °�v __ / \ �z W I � --- -j HATFq Mr t2 Erg, �, v_ - 0 i� I• Lra � �_bs0 _ �� v �� h _ l ITS Wes. �� U' V 4 ,�- 5q IO v 2_ e EX _ o \ -_ A 6 G �� IJSH� If v \ � �� DISTANCE '� \� � � n LINE % � - `. \ � A � 2 r 1q WAN 0 •- I \ VOOL�� ENTAANRE �� EX� / �� ° N�iE /// LL U DI9TgNCFE 9r 25 H N _. Ex 64k LI � � .� REer —.� _ I II� i4J a.�a?s' LOT ' st9ry -'- Z W 4W m ... Ex eLx f I I I -� Dr 5 LOT � � ST" IS 'i I ses eb Iz EH2 4'/ 5 R 2 o ,. (i rir ° 13 e LOT 95 ME 95 9z 7 6q / \• I / Ex m R \ Q W w T OP 690 L Ir 66P 25 a Oez n IO 68I 94 % NOLpop W II P tsA FH ,� cuae iRA �stiior✓ J `O ' stsq / L I _ U —�'� /CENTERLINE OT 8, ��: ,, 2 W ® O a I / ° �� / T - II V es_5y zbo 'src M sts� ' II r' m , Q Ct9rANCE A E I � I B PRIVATE J W LIN r IRAN 90 4 x m �.. -" B' PRIVATE d 6 b4 SAN / � WATER SERVICE m _J F-W flOLC rNO STOP OP E45EHENiRVZCE I EASEMENT ORB f � S9 64 9tgN - `� jll '-ND TAA ION NOBEL NO SE. LEAFLANE I \" REVISIONS x R naTFRUNE 1I 37 PARKINS 6ANZTagv II r p W 1Q PARA4NG fx MN a Ra PRIV srcN A1E R/YJ Ic PENAL a �� APRIL 25, 2013 EX 15 is si'v A. / T eee r� I I I s ive L,I�, I ' e 5'Cg40, �, SARAP D 6ISgT PER cANUNir voar 6 ACSA COMMENTS ® PIFL x9 M� frF.�°._�I'r n.."` % _ LOT �, 9tGN NALK ivP. 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'FP f a qN 1 I u 669 I6 I N Ex xaT FP• NIP / rV - RELOCATE EX IO fib] 50 0 F H A9GHd8LY �F VIDE N % EEO } r - - 0EG 11 SIR 4 v PA lC FC Bx DEC, rI � /, ��_ _ • pp =- � � s � � � ,. 40 .974 4p 'AA 1 r iaF2e (L-4 I C • (-P a� l �, -�: _ �FN P 6r5 90 — r o2 I'I st N s Fp 5 —, . _ _ _ 2e0 SCONr 1R6656U - -'� - — P OI9TANCELINE _ BT' �p �� 6)g ORAINgyO.gAAAAAF FC Teem 4s PC - a I i A P-UBgU �W l }}/� P�6 '4A J6 3> RNr `gy PA REMOVE Ez z4gcP o a PUficrc- ��'� ° RE -ALIGN ° m -z6 //• DRAINAGE CRISREJr i 1 I 1 Nry 972 } Hp49� m a i/ / TO -6A'r 10.5 r SrREFT nfi0 0 PC6A AM %/ LEFT f2 _- NP rFALiM1E EASEMENT -660 _i jrvk56B COQ Bj \ ION } I UFANNM / ` NA DUE O R 1971 e 23 / �6 60 •� \ N PAR ANSI %ATFfl i } " , - �fl REW N "CAST Y 08 77,66 NAP 0 AS ti 'rte a �NEMV Is eR NF 'a f�GW1G°°v ®� �6�� r 4.4{94 °t CG-12 ! ✓G, A20 /ii IMP i _..14I BCH NOU T A 56 ROPER ES E _.. _ ,°n A r H P5 i5 q `�,.. �Y6LOC� G O /A�i SS / er o,� %. s r4 (\ T s } r B 4z 5 ee- 254-26 : P.An 1. Ne4rN cfSEAM 0�! (n ri - �- ., % I EyyN , x 34 W ,FUTURE I Y } i z � " v _ i� i - -- �i�; BLOCK 15 i' ' 30 �" "• -... � e may, r I— x } OE TIED INT0 ROBTINS_ ' Y 6rONMWa3EN IN��p _ " / FUTURE GAS 1 A ASE B6)4fOSA.A2' �grSMPORAiP OUTING 'IO 4 FV / PERMANEJTGA 50PIN SYSTEM. I �Y `I'+ / 20 WATERLINE Y1@nLINE FASTMEer A 6 _ P 1 R�sr ro r 20 PUBLIC 61 Y� ��¢ I4 PUBLIC SrORMWAiEq , _ �} -... ,- _- ) / DRAINAGE EASEMEMi l 'r' U Q)O MANAGEMEN ACCESS LDO - �. 1/_�`,[. 0.R4257pp 37733B % _ �'' m �: 2q '' to %'�'.�!1 T ��GO. Fx I2 yS ice. _ _°�B --gsE- i /// wgiwL[N5 _ — 6 /[ I �- _ / L 660 - © .. T _ _ A Iw }� - / :.es d9" BEEP ��u A IT � 9' WIDE ry�m TEM.PONANV RECEIVING E QANINiNBEflM `�� -�— WITH 16 EC' I° } _ y � (sEE BGiM1N- �� } a SHEET 13) F PETEMPORARF0ui °NqWro BFPO °co "sMrB STREET TREE REQUIREMENTS, NOTES, &DETAILS FUTURE BLOCK 15 ORAINncE $YST Y L- y >= ,,. . r�Y ' 9 1 SCALE r' ° za' ca o` - — "DEEP I � � r -ix e wI x IB BEflMi r' KATE IN FEET TEMPORANY RE6oEEp NECe�INYNB .� WIT(SEEEOETaII SNEEi 131 , L FIT EXIST - - z0' MOULAGE SEWER EASEMEN'A -.. / T FS ASSEMBLY \ i % O,B!G25]ee. 3J],?99 A ' EXIST �I / % % - �A..�12x J2 TEE i 0-I2" 6.V. - (]) 12 CAP TOP -6JL 31 _. _.. PO IY FSMi ...... I / / ' % II -6EN 41 EE FLAT BV GOTT OFFICE / 10 BRAD Cl BALD APRIL 5, EST EX IAN D�I� r 0 ETECT 03 1 X63_14 ' 10-653 04 A PF0p0sE0 OrvEPRIOR D TITAN I SEE OLD TM BE BLOCK 14 _ PROPOSED DIVERSION DITCHAOIKE A t / T - rn "� ATED MA Al1EMENIF"AM- 9EE OLD IRAiL CLOCK fA -. - srB� TER MARCH 2a 2Of3 5101WNWATER MANAGEMENT PLAN ANTEO MARCH, 2° RA AB ALIN f STREET TREE CALCULATIONS 1, FDA LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 32 06 STREET SPEED REWIRED 33 00 STREET TREES PROVIDE0 NOTES & MINIMUM STANDARDS • TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY S RECOMMENDED PLANT LIST. SUBSTITUTING MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTNENT OF COMMUNITY DEVELOPMENT. • TIMING OF INSTALLATION ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, 00 PHASE THEREOF. • ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANOARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN A ASSOCIATION, THE VIRGINIA SOCIETY 06 LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA OEPAP(MfNr OF TRANSPORTATION. • ALL DEGREE TREES SHALL BE PLANTED AT LEAST 40 AWAY FROM ALL WATER SEWER, AND STORM LINES. • MAINTAINING AND 9EPLACING STATIC TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. • MAINTENAN6'E OF ALL TREES LOCATED WITHIN THE RIGHT OF WAY SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. • MAINTENANCE OF ALL TREES LOCATED ON INDIVIDUAL LOTS SHALL BE THE PESPoNSIBILITY OF THE HOMEOWNER. • TREES SHALL BE 1.5" r0 1. 75" MINIMUM CALIPER MEASURED 6- ABOVE GROUND LEVEL WHEN PLANTED. PLANT LIST WANTITY SYM30L BOTANICAL NAME CMURN MARE CALIPER FRIGHT 1 @ FLAMING I SPACING SPECS. b W �b NQ F QZ Q. NW ¢o z Q. 12 PP FORERUN Oennsylvanica WEN ASH 15" MIN 12 AS S 6 B 14 PA pletanus x acerl folla LONDON PLANETREE 1.5' MIN ]2 Ec > o$ Ec B 6 B 10 NP Wercus PM1ellos MILLON OAK 1.5' MIN. 12' GROWN B G B oLO mNLmsnancK t awann a FILE NUMBER 8053 SHEET 5/15 b W �b NQ F QZ Q. NW ¢o z Q. U0 ¢W>o O 2 UU u V� d2 z 0 � C U¢ k w w 03 �2 JDp cc a zz 2U W Op od Ec > o$ Ec ZI W bb ��L WZ w ¢U> pO W ¢Q zoo e �abWS 0 Lu a REVISIONS APRIL 25, 2013 PEP COUNTY, VISIT 6 ACSA COMMENTS JULY 11, 2013 PER VDOT s AIDE COMMENTS DATE FEB.14, 2013 SCALE CONTOUR INTERVAL 2 FEET ZQ�Q p a }a UZ Fy Og :11-- a FZ M 0 w� 72 s gDJ Wm ;(95s .J� ZW 'a oW 0 83 u ICE F co FILE NUMBER 8053 SHEET 5/15 611TII RS'PIANgm U a� N y 0 W N [T] jQ� DIN i Q. 5 0 ¢w 2 OU Jo 5 ¢2 sz E ON H Q AS Q UQ o w 2 P a si Wp2�yow � V V BE c4N Luz o w Q y u cc 0: O 2 n% 7t Q °$ O W E REVISIONS APRIL 25, 2013 PEP COUNTY VD07 6 ACSA COMMENTS JULY 11, W13 PER Yo OT & ACSA COMMENTS STORM FEB.14, 2073 SEWER SCHEDULE SCALE ,�� -- �, ,� / /< Z EIPE9'. FROM'! 23 24 SO I 33 PIPELESOMPAON 311.E CLASS 111 15 RCP SLOPE 099 °b IN INry 6821 A I 67790 / - -- AMP 55E➢ -AI // ' ad -' 0J Wad i °a 's g 21 22 20 80 L F CLASS 111 15 RCP 225% I xl 80 1 67609 / MARCH MOUNTAIN PFOPFATSES LLD _ 05 4215 AS 2542511WAL) � � � iceEL — O 8 (Vy/ g W V 18 20 48 50 47 AS 44 48 46 101 LF POLICIES 111 39 LF. CLASS III 38 1 F. CLASS 111 15 15 15 HOP "RCP "ACT 144% 046% 053% MINI I1vI xl m1 xl 67290 6208 671 80 WIOOTI NvlouSA Nvloml 67146 671 90 671 60 0.9- 4396 pp. 586 -603 (PLAT) 0 S 3195 p0. 00➢ -009 (FLAT) .., / / � / l� — za vraTEel 0 e 475/ DIE pp. easEnlENr 311 See 4E 4s 44 32 L F. CLASS N1 1 s RCP 24G. IauTl 28 671 N8 •. _ 43 44 42 - � 1 NVl xl 1/118 1 uT1 E70 i9 - - -- ,.. - .20 / ./ / ➢4 SiOPMNQTEH __... 41 42 40 c2 LF. CLA88111 is EGA 124% Al IC]6609 l vwUT 1 671 ... / �/ _ / MANAGEMENT ACLCm CLML 40A 408 39 40 37 36 40 36 36 39 L F. CLASS 111 331.E CLASS 111 43 LE CLASS 111 15 is 18 'RCP BUY "RCP 2]]% 127% 1.'P% INVINI xvl Nl xvlm 6164 66994 669 AD INSANITY; Nvloml loud 670.19 , 6698 66868 - ruetlC _ 9RArrvA6E 0- SCORl- 0.9. DRIP A, 311 A �' ,. j - / -�/ 0.e 4231 pE. 371-388 /� i / / EX ]Z WATERLINE ' 39 36 32 39 LF. CLASS 111 24 "RCP 6.49% xvl m 6G338 l NVpuil 66819 3 _ ��. j// 33 34 57 L F CLASS 111 24 "RGP 9% INV1m 66809 NvlouTl OFF 75 FUTURE --' � ' Rti0 31 32 30 30 LF GLA99111 °4 "RCP E50% xvlM E6,.65 nvpuil 68]50 BLO}JK 12 /E ' � � �� w- � / 17 16 9G 96 FCCLLAA�1111 FRCP 200°/° SSANF 65238 NVIOUTP 66978 ;) ,/ .; G/ Iz / 15 15 'RCP 195% INVpxr 68066 Nvloun 67900 i / - 12 13 34 LF CLASS 111 15 15 RCP 220% Nvl m 6,3.,G xvPU.T) "' %1 ... / - -. - 10 11 9 9 34 LF. CLASS III 'RCP 3.91 °b NVl xl 61290 Nvloun U71 AS E, 1.60 , , � J 1 / / TEMPORARY SiOflMWATEP flOUiING INT9 (� N/ B 9 6 ] ] 5 39 LF. CLEAR 111 15 RCP "RCP 4.14% °h ml 51150 NAR(o 669-80 / / / 156 A BE TIEO EUCH"Ht i BLOCK ROUTING BLOCK ]5 UPAINA6E 8'/SIEM _ 39 LF. CLASS TO 15 "RCP 242 rvvl xry 689.60 INVIOUT) 66885 i - � � 1 0 20'PUSLIC � 0FA(NABE FASCNENT � � 4 5 9h 3(Rel. N4) 49 LF. CLASS III 16 1.4]%9 xvI xp C6815 xvryuTl 66803 � � � 5 �iUHE �� i� ✓iM =C n v E x 16 8 VING OHA14EL/B81N 1i TEMPORAL i 2TIMING Y RE° _2 P 16 IEEi d� 6 E IF / f / ' �. _ ' _ _ I , 1' / �F I\ /1, // / /.. / �/ SFRIEiP 1EE ' / FIT A39FMdLY a SR 12 x 12 TEE poll 1 / � NO ©)?125CA ®1-� � )�EYI 1 , / 7' / RE / — ffi SHIEST /S, ] / PLAT BY THIS OFFICE % �� 7 i E / 1 SAINT PAIRS BATE- .wariv5 2013 -_- F 6 / "TLC z e ` - -- - r A F� A\\- r , r / - / A]z .- P / N BY, r �r �� H� Y 1� �4/ /� 20 B / PUBLIC OflIHNABE EASEMENT / J i ,� / 1 . 9.0.gwpp J/7390 , J �� ,i�; o �� ,1� A 1 - --956 • / ,, • ' r 1 h " / /, i PROPOSED DIVERSION oII9ISPEKE ' �( Y / / � SBA ARGIL BLOCK / NN % J — V4 EdENTL CCERMNATET rn cxs MANAGEMENT ACCESS 368 CORPMMAAEA ED MANAGEMENT PLAN S Lu I J �X AN, AT - / _ y 20 Y, / / vn rEauNE C43c�Ervr A _ __ q � __1 // �. / / � 0. 6. I9]J p- 23 RAN I J _ D \ I A A / ,...,. -A� / mo' smcnM -BUFFER . �� , 'L If PLOW 14 �� .., �� 4 �/ T SOHO bbl /A OF ACODUN6 1 �i � - .. / V / 1 �� DATED MARCH z6. eole /r /C, ��. c� 0� -_.l08 PAST oe 0 0. COUNTY _ F •. •... HA/ /A 460' j i) EXISTING UNDER ArPVA IA UNDER vPr2m2 VARIABLE WIDTH T MANAGEMENT -ASSN 000]3 EASL Ei9PICYi L � S\ s All, D -9 4P51 Pp. 377-388 / / �3N2MWAiER i / / ' �,/ ; v i , IN LET SCHEDULE STR# L STATION DESCRIPTION TOP NOSE H �� 1 �� 24 80 VDOTD1 B 68221 000 22 25 20 25 VOOT013A TUDOR DISA 682.21 6B0.6Z a a 441 AY2 �FL009 jdNE {/ / � 48 25 VOOTDIaA 67964 8 660 i F000010 AE G i V j 04 25 VOOTP1ES 6]922 705 04 - 408 25 VOOi OI -d ee �0 40 25 VDOT DI 677 M / -377 E B 710 / 1 �� " / 4 // , / - 1 �. 36 40 32 25 VDOTDI -30 VDOT AI -3A 617118 61725 570 8.88 / / �/ 32 23 VOOi AS 617 25 EB 900 . , �5«�� 16 VDOTDI -3B 356 � 16 25 25 coOm5.63 m.6 VPOi DI VDOTD12B EST 22 68'p2 TYPE 606 / i / i / -_ aoD' BUFFER _..__ _ , .. �.��' _� i o o N4z5 ;OHAPEMT 9 , / // 11 25 8 23 i9 25 VIMOTDIBA DEBT [All 67773 97825 67625 83 'e' H' 3.39 483 703 800 ... -� DEBT[All TRIP ED 8.00 � _83 � �9S . P - BE I �— f ..-- -. _ o nsE 120 VOOT DI-2D _ Call nsti 60 VDOTD12B ... FLOOD z9Ne AE A\ I ..�_• SCALE f" = 20' Relocated4 4,0 VDOTD12B 677/25 9.08 X FLOOD ZONE / ED IS 0 20 40 DR SCALE IN rtE1 \ , 611TII RS'PIANgm FILE NUMBER 8053 SHEET 8/15 U a� N y 0 W N [T] jQ� DIN Q. 5 0 ¢w 2 OU Jo 5 ¢2 sz E ON H Q Q UQ o w 2 P a si Wp2�yow � V V BE c4N Luz o w Q y u cc 0: O 2 n% 7t Q °$ O W E REVISIONS APRIL 25, 2013 PEP COUNTY VD07 6 ACSA COMMENTS JULY 11, W13 PER Yo OT & ACSA COMMENTS BATE FEB.14, 2073 SCALE CONTOUR INTERVAL 2 FEET Z }aF. �VPIT- a Z w� a s ad 0J Wad i °a 's g 5.6 Z_� p� Fo ❑� Q �. — O 8 (Vy/ g W V FILE NUMBER 8053 SHEET 8/15 FILE NUMBER 8053 SHEET 8/15 Q , U I—I r Zm 2 Om 1�a �! g 1� Q. aQ � 300 � 2 rcw"@) Q OU wo 2 NOBEL LEAF NOBEL LEAF LANE 0� w Q Q UQ 0, N J Z -rQ6�� W j]1OI ZG 1199 U� LANE om O� Dyj Ow N mQ W 700— ww w —_ U s __.. 700 695 —_ —_ __ ___ __— _ _. __. __.. 6°5 QNW� W O W O a PROFILE W PROFILE'B' % REVISIONS APRIL 25, 2013 PER COUNTY, 6 ANSI VAST COMMENTS JULY 11, 2013 PER VBOT 6 AC5A COMMENTS DATE FEB.14, 2013 d° 7" = 20' HORZ 1 "= LEE �2w ° w K 133.0 K 57 0 0 z ma LL O TO 50 10 CC 50 00 3� a 595 °oJ w "\ E _ ___ 595 620 _.. _— _ —._. __m _ 690 Q TO Hm OM a EXISTING 0 it O i m ` _ ` 2,00% -z. 00a _ _ Exi'rw6 / m z0 °.0 00 J _ _ _ ` C TAPE / __ e / 690. _. /...— ._. —___— ', :. ___ � 690 fi95 ^e _ — 4i5t•Y _. ¢� w 6D3 ¢w _ 2 00% -2.00% °.w MAP P(�OPOBFO -2 00% PgOP 'SEC � DggOE GflAO£ v m lPmE zn O e o v.s> �. 6D5 m EX _ 665 660 — '" _._ __ w 600 e u w m a.. w mw m w L m w u m °mc B" m m SPN. am '0.00 u m % g00% nW m o m (MH 1 EO MH 2) 0 w O as w e w a w e w° w w se0 E75 __. __. _ ., __ _. - u m ry __ —__675 EX ]5' PCP w. m AUTO ,] PT ➢E S9) °O u ° m eQD AI Tmw O e` SAN 0 f£X. BLK 11 MH B L E w �' TO MH ]1 IB' AGE ry mw (PIPE t10) 67� — �, — ___ 6]5 6]0 - SAN -- — 670 (SI . i L' 3ANJ'. p 19LK.]t MN 8 TO NH 1J I TAT 12 A 0+00 0 +150 1+00 U50 2+00 0+00 0+50 1 +00 1+50 2+00 2+50 NOTES: HORIZONTAL PER A.C.SA., ALL DUCTILE IRON PIPES IN THE CROZET AREA ARE TO BE WRAPPED ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SCALE 1" - 20' WITH POLYETHYLENE ENCASEMENT OR SOILS MUST BE TESTED TO DETERMINE SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN a INCHES 20 io 0 20 40 THE NEED. IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. MAINTAIN A MINIMUM OF 3' OF COVER OVER WATERLINE. sole IN vler INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A SS HEIGHT OF EYE ALL FILL RHEAS ARE TO BE PLACED AT 95% COMPACTION. AND A 3.5' HEIGHT OF OBJECT. MAINTAIN I' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. ALL ROAD INTERSECTIONS SHALL HAVE A ROAD PROFILE IN ACCORDANCE WITH VERTICAL THE V.D.O.T. CG -11 DETAILS. " SCALE 1 = 5' MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. STANDARD CD-I AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN Sole IN HET HEREON OR AS FIELD CONDITIONS DICTATE. ao m °i i CLAIRE CIRCLE I i 695 1 1 695 b95 ir PRO ILE q o CLAIRE MILL CIRCLE: w lm K 3 w w w " TPA _ ROFIL S 11 E C190 690 , m� w m w EXISTIN6LRAOE _ — — — — — ma m SS e _ z. 00x -z. 003 — — — � � 1 a w I� w —_ y� EFISIING d D5 _ se5 — 6D6 — — — GRADE w _. 655 o-EX PROPOSED $£6 Gq — B 0£ { m I '' AT w e _ —.. _..- _ — _. _ _ 6eo 6eo ___... _ - - -_ W_.. _ —_ fifio � m , aaPoSFD o q 5 "CAPE PE z.0oz -z. oox m O IrecP 'a o m A, e za 675 � - -- — 675 675 __ 6]5 w K 15.1 ___ __ {V LC 10.0 ] 5CP m e ° 45 w ry _O0.55' OF e I r,- 669 s6 frnH o) o 4 SAN_ u w u°i w 670 .. ,P 1 670 I -5s MIT 670 - - - - - -- - - 6i Ar. - o i.o.- c69 565 ___ _ _ _.__ — _ 665 665 - -- 665 0+00 0+50 1 +00 1+50 2 +00 2+50 0+00 0+50 TWA 1 +50 2+00 2+50 ON 11WI -A 5 1LOLKI4WJM8U11111Y F`LPM , FILE NUMBER 8053 SHEET 8/15 Q , U I—I Lu Z Zm 2 Om 1�a �! g 1� Q. aQ 300 � 2 rcw"@) Q OU wo 2 0� w Q Q UQ 0, N J Z -rQ6�� W j]1OI ZG 1199 U� Y O� Dyj Vj Ow N mQ W O� J c W ? U s W pIz W w Om �0$ QNW� W O W O a F+-I % REVISIONS APRIL 25, 2013 PER COUNTY, 6 ANSI VAST COMMENTS JULY 11, 2013 PER VBOT 6 AC5A COMMENTS DATE FEB.14, 2013 SCALE 7" = 20' HORZ 1 "= 5'VERT UZ W 0 z ma LL O (W7 3� a a J_0 Q E �Q Q TO Hm OM a 0 it O FILE NUMBER 8053 SHEET 8/15 U � � w m U Z [In 2 Zb Oj 5 �W z= a IN- �� ¢w?o 0 2 OU w° aZ ? a] p ¢y NJ 0 w� 01 O W W�Z(D I?� �j 0? �Q y >o$ � mU o� En co y aZ w3 �o >1s W ItQ 0� IU aw ECIA 2 ay �0 V W OW ®D a W REVISIONS APRIL 25, 2013 PER C01 /NEC VOOi 6 ACEA COMMENTS JULY 11. M13 PER voor s Acsa COMMFJY'r5 DATE FEB.74, 2073 SCALE 1" = 20' HORZ 1 "= 5'VERT 6z L 0a ma- LL=� W O � C) J a: ' i gp a W� J � �aa: U � O F O FILE NUMBER 8053 SHEET 9/15 NOTES: CO - - -- - - -- -_ -- 695 -- REINFORCED CONCRETE PIPE (RCP) IS CLASS III UNLESS OTHERWISE NOTED, — — -- STORM STRUCTURES 1 TH U 13 ExrGRADE '.. • THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL /� �o- fiea • MAINTAIN RTICAL ELLD PARATION BETWEEN STORM SEWER LINES. / \ _ \ • MAINTAIN A MINIMUM OF 10 (TEN) FEET OF HORIZONTAL / SEPARATION BETWEEN WATER, SEWER AND STORM LINES 655 — _ -_ - -l° - -- �� — _ - -Worry _ fiea - w N / ANDAPPURTENANCES. ^ o Q¢ m • V.D.O.T. STANDARD IS-1, INLET SHAPING, IS REQUIRED. m = a m m mn SEE SHEET 13 FOR DETAILS. z am / y a fiea -- - - - - -- _ __ �� o �w NA STANDARD SL -1, MANHOLE SAFETY SLABS, ARE REQUIRED Ne 'I - -- ° -- _ _ _. - -- fiea FOR ALL STORM MANHOLES WITH HEIGHTS GREATER THAN 121. ' ° o THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE S' TO 2 — 12 WITH NO SAFETY SLAB LOCATED WITHIN e' OF THE TOP OR EXISTING _ — �' — —r \ PflOCAno� BOTTOM OF THE STRUCTURE. _ — _ / 675 _. _ — _ ' f - _ -... ' ' PROPOSED • MINIMUM (TWELVE) INCHES VERTICAL M PABATION EN STORM AND WATER LINES. E / z. o= N 15 PER / 34. o15 @ 2 Pox 6 /Ort — -.. -_ - -__ 2 15" PCP - 670 'wu ` -- - - 4P HORIZONTAL - R f s 3e . se a d. faa 69 @ - d. ] ]' @ 290% I 20SCALE 1 P CP NG °m nnn m p9] @ 4Li m F m to m o 20 a NO 95 @ f d]X m o ° e I 665 SCALE IN LEFT _ 21" RCP 50.9 @ 2.90% .., i.. LL 30" PCP AS E ]e 75 P 2.21% OEXI5iiN6f � � e 11 ° �Y AEG VERTICAL SCALE 1" = 5 m 11 ' w I _- DOLE IN FEET 65.5 _.. _ _� ___ - -_ _. - __� _— -.. _. _ 555 b +50 0+00 0+50 1+00 1+50 2 +00 2+150 3+00 R A TORM TRUC E 3 fi95 -, & TRUC URES 1 4 THRU 1�8 CAP 95 � � mm EXI3iI VG ROTATE i P SECTION SO 6flA6� E o 690 MAN _. 590 F ON CLAflEMO A3 POSSIBLE =i - u' PROPOSE - —uAWAV GRADE 685 95 EXI9iING � 6aa6E — m w � ¢ a Q n I I 690 w fl6P e0 15 4 5 01,13 '�2. oox 1r RCP e a a5ss @ 1.9bx e e"saN. _ m io'uE 6/5 TO 1 flEM vE8 El 675 NEW Ex 1� RCP I EacgrrOn nd. i6 ea 22% 9 Y E70 670 III L I EA � RCP d3 -5 o a x EX 20" CP ' 66 -.- 665 — bb. 2soX -^ m m o 0 e m 0 0 Y 24 PER 655 55 0 +00 0 +50 1 +00 IT 50 2 +00 2+50 3+00 3+50 4+00 d +50 OW IRAJ d531BIACK1N10A0811TRItt PLW.pm , U � � w m U Z [In 2 Zb Oj 5 �W z= a IN- �� ¢w?o 0 2 OU w° aZ ? a] p ¢y NJ 0 w� 01 O W W�Z(D I?� �j 0? �Q y >o$ � mU o� En co y aZ w3 �o >1s W ItQ 0� IU aw ECIA 2 ay �0 V W OW ®D a W REVISIONS APRIL 25, 2013 PER C01 /NEC VOOi 6 ACEA COMMENTS JULY 11. M13 PER voor s Acsa COMMFJY'r5 DATE FEB.74, 2073 SCALE 1" = 20' HORZ 1 "= 5'VERT 6z L 0a ma- LL=� W O � C) J a: ' i gp a W� J � �aa: U � O F O FILE NUMBER 8053 SHEET 9/15 -- - - ti d - d. ] ]' @ 290% I voor s Acsa COMMFJY'r5 DATE FEB.74, 2073 SCALE 1" = 20' HORZ 1 "= 5'VERT 6z L 0a ma- LL=� W O � C) J a: ' i gp a W� J � �aa: U � O F O FILE NUMBER 8053 SHEET 9/15 U � O F O FILE NUMBER 8053 SHEET 9/15 FILE NUMBER 8053 SHEET 9/15 Ue� �¢ m o i N � Q' N Uoww >� O a2 w? Tl2 �2 DQ OW 2N 2G Um 0¢ NN J M� o� W J ��a?W� �0 >�S W WQ Ow w aW �� W OW ®° a flEVISIONS APRIL 25, 2013 PER COIINIY VOOi 6 ASIA COMMENTS JULY 11,2019 PEP VOOi 6 ALSA COMMENTS DATE FEB.14, 2013 $GALE 1" — 20' HORZ 670 670 om OldTPIV13- 0-4 665 565 OR, 0 60 655 0+00 0 +50 ]roC ] +50 2 +00 2+50 3+00 3+90 4+00 4 +50 5+00 5+50 �s -- _- — `- __ -. 695 S� - ES -20 T RU 2 cis 675 6v 690 690 -. __ __ -__ __ fi9° -- 69 695 670 LJO — — _ ��: GRADE mm o ° 665..._ S _ ____ �. o _ __ 695 _ �� be° 660 DEC AT 665 b90 m Pfl09MA06 r 660 660 660 b] 6]5 6+00 5 +50 1 15' flC 15" flC 6J -- - -- - 80 15 @ -2 -25% _ 3].Ifi' @ ,99X - 675 I 6.1' 67C 6I0 m �fi 2' m HORIZONTAL m 6 m 0 scaLS r' 20 m ZGE E! 4' SAN. 14 SAN° r 20 10 40 670 - - - L-Ai -- - - - -- - -- o - - ! 670 �' 19 9C2 l o 0 9' SAN, 0' SAN 665 665 30 2 4 °P% w HIT i i@ MH 5 MM 3 r0 MH 4 SALE IN ANT RCP 0 15 a 4 44z °° Io 665 ,�,+ 660 6fi0 VERTICAL SCALE 1" = 5' 0 +00 050 1+00 ]50 2/00 2 +50 0+00 CS0 KALE m ! iT O IO T ♦� _ NOTES: VJ • ALL REINFORCED CONCRETE PIPE (RCP) IS 69 O Z W co CLASS III UNLESS OTHERWISE NOTED. g J i • THE CONTRACTOR IS TO VERIFY 95% ma LL Q COMPACTION IN ALL FILL AREAS. 66 WHO v S • MAINTAIN A MINIMUM OF 12 (TWELVE)INCHES 6s5 �J N i OF VERTICAL SEPARATION BETWEEN STORM �F 0. Z AND SEWER LINES. • MAINTAIN A MINIMUM OF 10 (TEN) FEET OF 69 606 HORIZONTAL SEPARATION BETWEEN WATER, .1 M�M F 2 SEWER AND STORM LINES AND APPURTENANCES. �a LPL (I w • V.D.O.T. STANDARD I8-1, INLET SHAPING, IS F 2 O W a REQUIRED. SEE SHEET 13 FOR DETAILS. 6] • STANDARD SL -1, MANHOLE SAFETY SLABS, ARE 6 5 REQUIRED FOR ALL STORM MANHOLES WITH HEIGHTS GREATER THAN 121. THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE 8' TO 12' 670 D WITH NO SAFETY SLAB LOCATED WITHIN 5' OF 670 H THE TOP OR BOTTOM OF THE STRUCTURE. N • MAINTAIN A MINIMUM OF 12 (TWELVE) INCHES OF VERTICAL SEPARATION BETWEEN STORM In AND WATER LINES. 56 fibs TRI • STORM STRUCTURES 25 AND 28 HAVE BEEN FILE NUMBER OMITTED. 660 660 0 +00 0+50 1+00 1+50 2 +00 z +5o PHI 3+50 4+00 4+50 SHEET OLD m LGO aBlOOK 14ADCAD a Lffl rw.pro � 10/15 TEM R I TUBE 27 -T �^9 m EXIST. 6 SAN ro mor ry ] as & T MPOflAflY flEC IVING CHANNEL /BERM Pp0 ICE z6'I = I I' VER EXISTING 12" WATERLINE CROSSING Exsrrmr, � :. COVE fex.l I Cox I oro TRADE /. m 9E0. EY I6ilN6 PHOPOSEO F ' q 50% ' CENiEHLINE,LHANNEL W ° =E GoAOE P9oaosE9 ? — CENiEHLINE 9ERM J dd 1.00% J m I / ].00% o 100.00' @�.5A.% 5'5 °% i �f10P 5E0 3.8' MAI rAIN A NININUM Od 3' OF COVER 'ry"mO CENT flLfNE CHANNEL ! OV !1 TOP OF EXI3IINZ XArEpLINE OR W N NUCLEI PROTECTION ]. 6. y. EC 3 w - e- NAiiZNG -- L=fi, W b = F W 1.00% f' n0 � Ue� �¢ m o i N � Q' N Uoww >� O a2 w? Tl2 �2 DQ OW 2N 2G Um 0¢ NN J M� o� W J ��a?W� �0 >�S W WQ Ow w aW �� W OW ®° a flEVISIONS APRIL 25, 2013 PER COIINIY VOOi 6 ASIA COMMENTS JULY 11,2019 PEP VOOi 6 ALSA COMMENTS DATE FEB.14, 2013 $GALE 1" — 20' HORZ 670 670 om OldTPIV13- 0-4 665 565 OR, 0 60 655 0+00 0 +50 ]roC ] +50 2 +00 2+50 3+00 3+90 4+00 4 +50 5+00 5+50 �s -- _- — `- __ -. 695 S� - ES -20 T RU 2 cis 675 6v 690 690 -. __ __ -__ __ fi9° -- 69 695 670 LJO — — _ ��: GRADE mm o ° 665..._ S _ ____ �. o _ __ 695 _ �� be° 660 DEC AT 665 b90 m Pfl09MA06 r 660 660 660 b] 6]5 6+00 5 +50 1 15' flC 15" flC 6J -- - -- - 80 15 @ -2 -25% _ 3].Ifi' @ ,99X - 675 I 6.1' 67C 6I0 m �fi 2' m HORIZONTAL m 6 m 0 scaLS r' 20 m ZGE E! 4' SAN. 14 SAN° r 20 10 40 670 - - - L-Ai -- - - - -- - -- o - - ! 670 �' 19 9C2 l o 0 9' SAN, 0' SAN 665 665 30 2 4 °P% w HIT i i@ MH 5 MM 3 r0 MH 4 SALE IN ANT RCP 0 15 a 4 44z °° Io 665 ,�,+ 660 6fi0 VERTICAL SCALE 1" = 5' 0 +00 050 1+00 ]50 2/00 2 +50 0+00 CS0 KALE m ! iT O IO T ♦� _ NOTES: VJ • ALL REINFORCED CONCRETE PIPE (RCP) IS 69 O Z W co CLASS III UNLESS OTHERWISE NOTED. g J i • THE CONTRACTOR IS TO VERIFY 95% ma LL Q COMPACTION IN ALL FILL AREAS. 66 WHO v S • MAINTAIN A MINIMUM OF 12 (TWELVE)INCHES 6s5 �J N i OF VERTICAL SEPARATION BETWEEN STORM �F 0. Z AND SEWER LINES. • MAINTAIN A MINIMUM OF 10 (TEN) FEET OF 69 606 HORIZONTAL SEPARATION BETWEEN WATER, .1 M�M F 2 SEWER AND STORM LINES AND APPURTENANCES. �a LPL (I w • V.D.O.T. STANDARD I8-1, INLET SHAPING, IS F 2 O W a REQUIRED. SEE SHEET 13 FOR DETAILS. 6] • STANDARD SL -1, MANHOLE SAFETY SLABS, ARE 6 5 REQUIRED FOR ALL STORM MANHOLES WITH HEIGHTS GREATER THAN 121. THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE 8' TO 12' 670 D WITH NO SAFETY SLAB LOCATED WITHIN 5' OF 670 H THE TOP OR BOTTOM OF THE STRUCTURE. N • MAINTAIN A MINIMUM OF 12 (TWELVE) INCHES OF VERTICAL SEPARATION BETWEEN STORM In AND WATER LINES. 56 fibs TRI • STORM STRUCTURES 25 AND 28 HAVE BEEN FILE NUMBER OMITTED. 660 660 0 +00 0+50 1+00 1+50 2 +00 z +5o PHI 3+50 4+00 4+50 SHEET OLD m LGO aBlOOK 14ADCAD a Lffl rw.pro � 10/15 TEM R I TUBE 27 -T �^9 m EXIST. 6 SAN ro mor ry ] as & T MPOflAflY flEC IVING CHANNEL /BERM Pp0 ICE z6'I = I I' VER EXISTING 12" WATERLINE CROSSING Exsrrmr, � :. COVE fex.l I Cox I oro TRADE /. m 9E0. EY I6ilN6 PHOPOSEO F ' q 50% ' CENiEHLINE,LHANNEL W ° =E GoAOE P9oaosE9 ? — CENiEHLINE 9ERM J dd 1.00% J m I / ].00% o 100.00' @�.5A.% 5'5 °% i �f10P 5E0 3.8' MAI rAIN A NININUM Od 3' OF COVER 'ry"mO CENT flLfNE CHANNEL ! OV !1 TOP OF EXI3IINZ XArEpLINE OR W N NUCLEI PROTECTION ]. 6. y. EC 3 w - e- NAiiZNG -- L=fi, W b = F W 1.00% f' n0 � 670 670 om OldTPIV13- 0-4 665 565 OR, 0 60 655 0+00 0 +50 ]roC ] +50 2 +00 2+50 3+00 3+90 4+00 4 +50 5+00 5+50 �s -- _- — `- __ -. 695 S� - ES -20 T RU 2 cis 675 6v 690 690 -. __ __ -__ __ fi9° -- 69 695 670 LJO — — _ ��: GRADE mm o ° 665..._ S _ ____ �. o _ __ 695 _ �� be° 660 DEC AT 665 b90 m Pfl09MA06 r 660 660 660 b] 6]5 6+00 5 +50 1 15' flC 15" flC 6J -- - -- - 80 15 @ -2 -25% _ 3].Ifi' @ ,99X - 675 I 6.1' 67C 6I0 m �fi 2' m HORIZONTAL m 6 m 0 scaLS r' 20 m ZGE E! 4' SAN. 14 SAN° r 20 10 40 670 - - - L-Ai -- - - - -- - -- o - - ! 670 �' 19 9C2 l o 0 9' SAN, 0' SAN 665 665 30 2 4 °P% w HIT i i@ MH 5 MM 3 r0 MH 4 SALE IN ANT RCP 0 15 a 4 44z °° Io 665 ,�,+ 660 6fi0 VERTICAL SCALE 1" = 5' 0 +00 050 1+00 ]50 2/00 2 +50 0+00 CS0 KALE m ! iT O IO T ♦� _ NOTES: VJ • ALL REINFORCED CONCRETE PIPE (RCP) IS 69 O Z W co CLASS III UNLESS OTHERWISE NOTED. g J i • THE CONTRACTOR IS TO VERIFY 95% ma LL Q COMPACTION IN ALL FILL AREAS. 66 WHO v S • MAINTAIN A MINIMUM OF 12 (TWELVE)INCHES 6s5 �J N i OF VERTICAL SEPARATION BETWEEN STORM �F 0. Z AND SEWER LINES. • MAINTAIN A MINIMUM OF 10 (TEN) FEET OF 69 606 HORIZONTAL SEPARATION BETWEEN WATER, .1 M�M F 2 SEWER AND STORM LINES AND APPURTENANCES. �a LPL (I w • V.D.O.T. STANDARD I8-1, INLET SHAPING, IS F 2 O W a REQUIRED. SEE SHEET 13 FOR DETAILS. 6] • STANDARD SL -1, MANHOLE SAFETY SLABS, ARE 6 5 REQUIRED FOR ALL STORM MANHOLES WITH HEIGHTS GREATER THAN 121. THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE 8' TO 12' 670 D WITH NO SAFETY SLAB LOCATED WITHIN 5' OF 670 H THE TOP OR BOTTOM OF THE STRUCTURE. N • MAINTAIN A MINIMUM OF 12 (TWELVE) INCHES OF VERTICAL SEPARATION BETWEEN STORM In AND WATER LINES. 56 fibs TRI • STORM STRUCTURES 25 AND 28 HAVE BEEN FILE NUMBER OMITTED. 660 660 0 +00 0+50 1+00 1+50 2 +00 z +5o PHI 3+50 4+00 4+50 SHEET OLD m LGO aBlOOK 14ADCAD a Lffl rw.pro � 10/15 TEM R I TUBE 27 -T �^9 m EXIST. 6 SAN ro mor ry ] as & T MPOflAflY flEC IVING CHANNEL /BERM Pp0 ICE z6'I = I I' VER EXISTING 12" WATERLINE CROSSING Exsrrmr, � :. COVE fex.l I Cox I oro TRADE /. m 9E0. EY I6ilN6 PHOPOSEO F ' q 50% ' CENiEHLINE,LHANNEL W ° =E GoAOE P9oaosE9 ? — CENiEHLINE 9ERM J dd 1.00% J m I / ].00% o 100.00' @�.5A.% 5'5 °% i �f10P 5E0 3.8' MAI rAIN A NININUM Od 3' OF COVER 'ry"mO CENT flLfNE CHANNEL ! OV !1 TOP OF EXI3IINZ XArEpLINE OR STORM B ° STRUCTURE 41 s m 13 PXTSTINAG 'L F1 ri — ROCHESTER 680 GRADE IE:F ExISlIN� GRADE 39 -]6' P 1J% 3�JO HCP . o' A 1.24% o ti °__ I STORM STRUCTURES 3 THRU 0 _ I I I n EXISTING — -- ma n ma ° MAO € -- ¢ PROPOSED '. GHAOE I / ' � RPFOPOSEO 6FAOF I - - -cl,. ap Exr3rrmc 'J -Cy GRADE L5' 27'9 0 0 _ _. _ O OLD 15 flCP I9" flCP 33 61' @ 070% - -- ].I ' @ ae ac — 1G" ROD e.3r @ 1. o2z 18' RCP 33.10' @ 52.33' @ 1.24% ery _ 20 acP 24" flcP 24" RcP I -03.40' e ]_2 x fiJ.22' @ 0.51% 39.]6' P 0.444%% 90.22 @050% m mm e m m o 04 Y a W N NUCLEI PROTECTION ]. 6. y. EC 3 w - e- NAiiZNG -- L=fi, W b = F W 1.00% f' n0 � STORM B ° STRUCTURE 41 s m 13 PXTSTINAG 'L F1 ri — ROCHESTER 680 GRADE IE:F ExISlIN� GRADE 39 -]6' P 1J% 3�JO HCP . o' A 1.24% o ti °__ I STORM STRUCTURES 3 THRU 0 _ I I I n EXISTING — -- ma n ma ° MAO € -- ¢ PROPOSED '. GHAOE I / ' � RPFOPOSEO 6FAOF I - - -cl,. ap Exr3rrmc 'J -Cy GRADE L5' 27'9 0 0 _ _. _ O OLD 15 flCP I9" flCP 33 61' @ 070% - -- ].I ' @ ae ac — 1G" ROD e.3r @ 1. o2z 18' RCP 33.10' @ 52.33' @ 1.24% ery _ 20 acP 24" flcP 24" RcP I -03.40' e ]_2 x fiJ.22' @ 0.51% 39.]6' P 0.444%% 90.22 @050% m mm e m m o 04 Y a °__ I STORM STRUCTURES 3 THRU 0 _ I I I n EXISTING — -- ma n ma ° MAO € -- ¢ PROPOSED '. GHAOE I / ' � RPFOPOSEO 6FAOF I - - -cl,. ap Exr3rrmc 'J -Cy GRADE L5' 27'9 0 0 _ _. _ O OLD 15 flCP I9" flCP 33 61' @ 070% - -- ].I ' @ ae ac — 1G" ROD e.3r @ 1. o2z 18' RCP 33.10' @ 52.33' @ 1.24% ery _ 20 acP 24" flcP 24" RcP I -03.40' e ]_2 x fiJ.22' @ 0.51% 39.]6' P 0.444%% 90.22 @050% m mm e m m o 04 Y a NOTES: • ALL PVC PIPE IS TO BE SDR 35 UNLESS OTHERWISE NOTED. • THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILLAREAS. • MAINTAIN A MINIMUM OF 3 (THREE) FEET OF COVER OVER TOP OF PIPE. • MAINTAIN A MINIMUM OF 18 (EIGHTEEN) INCHES OF VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES. • MAINTAIN A MINIMUM OF 12 (TWELVE) INCHES OF VERTICAL SEPARATION BETWEEN STORM AND SEWER LINES. • MAINTAIN A MINIMUM OF 10 (TEN) FEET OF HORIZONTAL SEPARATION BETWEEN WATER, SEWER AND STORM LINES AND APPURTENANCES. 595 595 590 590 565 595 HORIZONTAL sei SCALE 1" = 24' 20 10 0 20 40 MALE IN FEET _.— ._.... 57 VERTICAL SCALE E Ix FEET 5 6]i 55 I 6S Co ;I5 3]0 565 360 355 owmNLaaw�awcKlawonn awiurveuw.PO /� SANITARY MH Lj con EXISTING - 2 2N Z Fh GRADE DID a Q� KO w 0 0 2 ¢w 00 ?c� >o a2 z ✓n 0 w� Q Q OQ ow „mil N JZ ¢Q W�a'Q �� od CJ N> Pfi0PO5E0 .r. y N0 ROD E D> V W I W 1 1175 OF 6.. 1% O QNm w O Lu .F a vv, o I REVISIONS zx e 25, 2013 PER COUNTY, 6 ACRE CENT COMMENTS JULY 11, 2013 m mm DATE FEB.14, 2093 3CALE 1 °= 5'VERT TqII N MAINTAIN A MINIMUM OF 3 FEET J_ OF COVER OVER TOD OF PIPE um 595 595 590 590 565 595 HORIZONTAL sei SCALE 1" = 24' 20 10 0 20 40 MALE IN FEET _.— ._.... 57 VERTICAL SCALE E Ix FEET 5 6]i 55 I 6S Co ;I5 3]0 565 360 355 owmNLaaw�awcKlawonn awiurveuw.PO /� FILE NUMBER 8053 SHEEP 11 / 15 Lj m 0 - 2 2N Z rVTI] Z DID a Q� KO w 0 0 2 ¢w 00 ?c� >o a2 z ✓n 0 w� Q Q OQ ow „mil N JZ ¢Q W�a'Q �� od CJ N> o$ .r. y N0 9� D> V W 2 ¢0 W awm Lu O QNm w O Lu a REVISIONS APRIL 25, 2013 PER COUNTY, 6 ACRE CENT COMMENTS JULY 11, 2013 PER INTO' 6 ACSA COMMENTS DATE FEB.14, 2093 3CALE 1 °= 5'VERT N W J_ um 0 og MIL a BJ /aML 1L S r7 W € W rf Qi FORD MIN 11 /2( Y) FOR USE RD ATTARGED ANNE FAMILY RESIDENNAL BEEMI ON DUAL RAVIDENUAL AND IRRI�F� STOPPED FDIC USE ON DETACHED SINGLE FAMILY SUNNI SERFACE MORE AN HOUSTON MUFFER 10 NO r PROVIDED BOX TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W -6 ADDED FEB. 16, 2006 w -iR GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL <� / IF I R INITIAL CONTROL ST MIN r Milli MIN . KETA ,�S y6e solHE STABLE Si ROCK SCRAPE TO INSURE THE PIPE GREEN V REST ON STONES LOAN AND MEN AC TILE 50L OR PROVIDE A 4 BEDDING Or #68 STONE FOUNDATION IN POOR SOIL UNDER CUT CONDITION c T - A c �l BNB B IL MIN O C / ,, AS, -IF `' IABL SOIL OR OR POOK 'AS ABLE S L OR ROCK 1. NO ROCKS DATE BE ALLOWED WITHIN 24' OF mE WATER LINES. 2 N ROCKS LARGER RAN 6 IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL USUALLY. d.TiE INSIST SOMALI SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4 N ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG CUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NIS FIG. W 2 TDI THREADED COUPLING RANGE PVC NIPPLE AND CAP OF SIZE BRANCH NH AND nF�� y Pvc SLEEVE BRASS NIPPLE AND CAP 1 e VALUE MAE SAME As LVB G CAlE AL LIBERAL J nRVEsBO GuF YII GT STONE L E (SEE H W >) VARIES " PIPE SLOPED IN TO RAIN WATER MAN RjODi SO VE II RTES VARIES BRASSY PIPER GRADE LOWS PLUG 2' THREADED TAP ON-LINE DEAD END (TYPE "BE) (TYPE "Al TYPICAL BLOW -OFF ASSEMBLY ON NOTE KENNEDY GUARDIAN K -81A ( NO EMERGED CLO GLOW MEDAWON FTI MODEL 144 QOR AFTERNOON EQUAL 1 im DUAL SERVICE TCP (CROWNS ELEVA ➢ON OF THE THE LOWEST PIPE CONNECTED RANCH VARIES 6^'MIN DAYTON OR APPROVED LOU SE z NE LATERALS TAPPED INTO AN EXISTING WSWAS MAN L 1I SOOT SHAT BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED ,t J S }�l SINGLE SERVICE NOTE b SADDLER STALL RF U AM ON Pv[l RUDER WAYS FORD MIN 11 /2( Y) FOR USE RD ATTARGED ANNE FAMILY RESIDENNAL BEEMI ON DUAL RAVIDENUAL AND IRRI�F� STOPPED FDIC USE ON DETACHED SINGLE FAMILY SUNNI SERFACE MORE AN HOUSTON MUFFER 10 NO r PROVIDED BOX TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W -6 ADDED FEB. 16, 2006 w -iR GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL <� / IF I R INITIAL CONTROL ST MIN r Milli MIN . KETA ,�S y6e solHE STABLE Si ROCK SCRAPE TO INSURE THE PIPE GREEN V REST ON STONES LOAN AND MEN AC TILE 50L OR PROVIDE A 4 BEDDING Or #68 STONE FOUNDATION IN POOR SOIL UNDER CUT CONDITION c T - A c �l BNB B IL MIN O C / ,, AS, -IF `' IABL SOIL OR OR POOK 'AS ABLE S L OR ROCK 1. NO ROCKS DATE BE ALLOWED WITHIN 24' OF mE WATER LINES. 2 N ROCKS LARGER RAN 6 IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL USUALLY. d.TiE INSIST SOMALI SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4 N ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG CUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NIS FIG. W 2 TDI THREADED COUPLING RANGE PVC NIPPLE AND CAP OF SIZE BRANCH NH AND nF�� y Pvc SLEEVE BRASS NIPPLE AND CAP 1 e VALUE MAE SAME As LVB G CAlE AL LIBERAL J nRVEsBO GuF YII GT STONE L E (SEE H W >) VARIES " PIPE SLOPED IN TO RAIN WATER MAN RjODi SO VE II RTES VARIES BRASSY PIPER GRADE LOWS PLUG 2' THREADED TAP ON-LINE DEAD END (TYPE "BE) (TYPE "Al TYPICAL BLOW -OFF ASSEMBLY ON L.LFS) LOT I TYPICAL .METER BOXES (5/1 METERS) NIS SLOPED FRAME & LOVER STREET SURFACE OR (SEE FIG. G - -DUE) NON -PARED AREA 1' -0" MAX RUBBER CO TYPE N� RUBBER R A TEA STEEL STEPS oa APPROVeD EQUAL CAST IN PLACE j 3'_0' MIN PRECAST REINFORCED J CONCRETE SECTORS 12' MIN "O" RING SEALS 16° MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5-, P -0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. VARIES CON RETIE - DEPTH OF ROW FLEETS CHANNEL BE J- 3/4 DIAMETER OF CONTRIBUTING CIL BRADY A ELECTED INSERT FOR n 1 12 SMOOTH TRANSITION OF ILI FLOW BETWEEN INLET & I✓ T OUTLET PIPE SHALL BE 'S. �E PROVIDED MIN O, 6ED DING NINE: w/ NC. 65 STONE L BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR HE SOIL CONDITIONS 2. THE CONSLLTANT WILL DETERMINE RELIEF MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT TYPICAL MANHOLE SECTION SHOWING BRANCH TIE -IN NTS TD -1 I MUST BE KENNEDY GUARDIAN K -81A ( ICE F IF I CLO GLOW MEDAWON VMICH IS MODEL 144 QOR AFTERNOON EQUAL 1 im STANDARD. TCP (CROWNS ELEVA ➢ON OF THE THE LOWEST PIPE CONNECTED RANCH VARIES 6^'MIN ' SE z NE LATERALS TAPPED INTO AN EXISTING WSWAS MAN L 1I SOOT SHAT BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED ,t J S }�l SECTIONS WITH XG RING SEALS CIE b BE A H/4-PER FOOT) OR APPROVES EQUAL 0' MIN e 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM 2 4 DIAMETER of a-. A MARKER `TF W W[KBPRs TBI P CONNECTOR SHALL BE e L DUCTILE IRON PIPE (CLASS 50) B' N IIA All /11 BARRIERS IN 6 LAYERS AND 'FFT R04 110 , E L. L.LFS) LOT I TYPICAL .METER BOXES (5/1 METERS) NIS SLOPED FRAME & LOVER STREET SURFACE OR (SEE FIG. G - -DUE) NON -PARED AREA 1' -0" MAX RUBBER CO TYPE N� RUBBER R A TEA STEEL STEPS oa APPROVeD EQUAL CAST IN PLACE j 3'_0' MIN PRECAST REINFORCED J CONCRETE SECTORS 12' MIN "O" RING SEALS 16° MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5-, P -0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. VARIES CON RETIE - DEPTH OF ROW FLEETS CHANNEL BE J- 3/4 DIAMETER OF CONTRIBUTING CIL BRADY A ELECTED INSERT FOR n 1 12 SMOOTH TRANSITION OF ILI FLOW BETWEEN INLET & I✓ T OUTLET PIPE SHALL BE 'S. �E PROVIDED MIN O, 6ED DING NINE: w/ NC. 65 STONE L BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR HE SOIL CONDITIONS 2. THE CONSLLTANT WILL DETERMINE RELIEF MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT TYPICAL MANHOLE SECTION SHOWING BRANCH TIE -IN NTS TD -1 12 3500 FOOD. CONCRETE �.� BASE AND THRUST L ' BLOCK AGAINST UNDISNRBEO STABLE SPUN ��%"¢,, /n r ED X IF SOIL. I I / TEE STEEL PILE —+BETH J BOOK THREADED RODS TO A MOT ME SOIL IS DISTURBED I ED OR NNEN MAIN IN ALL INS ALLAPON . A H19RANT IS LDChTED IN A FlLL, ANCHOR RODS SHALL BE GALVANIMO THE VALVE TO THE 111HEYDREANT W1R1 Y -3/4' OR ASPHALT WATEO RING THREADED RODS CE ADDITION TO EL PILE CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDIR ORAL SUPPORT NOTE : H. SURROUND WEEP HOLES MITI GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3S MIN. COVER FROM THE MAIN RI TILE FIRE HYDRANT (INCLUDING DITCHES ) 3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4 THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND FILE DITCH, IT IS NOT ALLOYED IN THE DITCH. S PRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WERE KEEP HOLES ARE ABOVE THE PRE HUNG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREA$ TIE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NLS. FIG W-4 TD -7 O FOR ALL BENDS FOR TEE OR WYE FITTING'. RUDER HENRY ME TYFLYC ,E, --YQ ACCOMMODATE A5 ENDS REQUIRED N((4 EF min 45 I % REQUIRED y GO \T ` Tl IT ; 45 { GO SECTION 1 -1 SECTION 2 -2 FRAME & COVER SEE FIG FI -D E I MUST BE KENNEDY GUARDIAN K -81A ( 1 CHARLOTIES- CLO GLOW MEDAWON VMICH IS MODEL 144 QOR AFTERNOON EQUAL 1 im STANDARD. TCP (CROWNS ELEVA ➢ON OF THE THE LOWEST PIPE CONNECTED RANCH VARIES 6^'MIN ' SE z NE LATERALS TAPPED INTO AN EXISTING WSWAS MAN L 1I SOOT 12 3500 FOOD. CONCRETE �.� BASE AND THRUST L ' BLOCK AGAINST UNDISNRBEO STABLE SPUN ��%"¢,, /n r ED X IF SOIL. I I / TEE STEEL PILE —+BETH J BOOK THREADED RODS TO A MOT ME SOIL IS DISTURBED I ED OR NNEN MAIN IN ALL INS ALLAPON . A H19RANT IS LDChTED IN A FlLL, ANCHOR RODS SHALL BE GALVANIMO THE VALVE TO THE 111HEYDREANT W1R1 Y -3/4' OR ASPHALT WATEO RING THREADED RODS CE ADDITION TO EL PILE CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDIR ORAL SUPPORT NOTE : H. SURROUND WEEP HOLES MITI GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3S MIN. COVER FROM THE MAIN RI TILE FIRE HYDRANT (INCLUDING DITCHES ) 3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4 THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND FILE DITCH, IT IS NOT ALLOYED IN THE DITCH. S PRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WERE KEEP HOLES ARE ABOVE THE PRE HUNG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREA$ TIE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NLS. FIG W-4 TD -7 O FOR ALL BENDS FOR TEE OR WYE FITTING'. RUDER HENRY ME TYFLYC ,E, --YQ ACCOMMODATE A5 ENDS REQUIRED N((4 EF min 45 I % REQUIRED y GO \T ` Tl IT ; 45 { GO SECTION 1 -1 SECTION 2 -2 FRAME & COVER SEE FIG FI -D E 3/4 DIA OF LARGEST NOTES'. PIPE IN MANHOLE I. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETER INED BY WE CONSULTANT FOR TEE SOIL CONDITIONS. 2, HE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED DR NON- EXTENDED BASES. 3. ALL JOINS, UFT HOLES INLETS, CuTBTS TO BE SEALED k PROCTER INSIDE AND OUT 4. SPECIAL CONSIDERATION SHALL BE ABC FOR ENTRANCE 'DEIGN ON ALBERT WITH SEEEP ROPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -1 -C M-3 M-18 PIPE U P DIIMEN ONS OVER Lo N" TYPE RUBBER COATED TED PS LUG 1 C MAX SIZE SIEEEN STEPS OR MPROVEC EQUAL TCP (CROWNS ELEVA ➢ON OF THE THE LOWEST PIPE CONNECTED ( LA LAST IN PLACE PRECAST REINFORCED CONCRETE SE z NE LATERALS TAPPED INTO AN EXISTING WSWAS MAN L 1I SOOT SHAT BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED ,t J S }�l SECTIONS WITH XG RING SEALS CIE b BE A H/4-PER FOOT) OR APPROVES EQUAL 0' MIN e 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM 2 4 DIAMETER of a-. A MARKER `TF W W[KBPRs TBI P CONNECTOR SHALL BE e DUCTILE IRON PIPE (CLASS 50) B' N 5• BARRIERS IN 6 LAYERS AND III: wso OU LLfw TED BY HAND TAMPERS OR 1 c 16" MAX J WIN SELF - COMPACTING STONE. Filly� A MINIMUM ELEVATION DIFFERENCE 12-MIN iB "MIN p WO2�m� ACROSS M.H. FROM INLET TO CAERE CURET SHALL BE 020 FEET A RLLEIED INVERT SID SMOOTH �p 04 TRANSITION OF OF ROW BETWEEN c [NET A DUET PIPE SHALL Bf a j co PROVIDED, ` PROVIOf0. ¢Oa 2 1 66 216 269 3/4 DIA OF LARGEST NOTES'. PIPE IN MANHOLE I. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETER INED BY WE CONSULTANT FOR TEE SOIL CONDITIONS. 2, HE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED DR NON- EXTENDED BASES. 3. ALL JOINS, UFT HOLES INLETS, CuTBTS TO BE SEALED k PROCTER INSIDE AND OUT 4. SPECIAL CONSIDERATION SHALL BE ABC FOR ENTRANCE 'DEIGN ON ALBERT WITH SEEEP ROPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -1 -C M-3 M-18 PIPE DASREE P DIIMEN ONS TED PS LUG TRIPLED GROUND 1 SIZE OF TCP (CROWNS ELEVA ➢ON OF THE THE LOWEST PIPE CONNECTED ( vP SE z NE LATERALS TAPPED INTO AN EXISTING WSWAS MAN L 1I SOOT SHAT BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED ,t J S }�l CIE b BE A H/4-PER FOOT) SALT TREATED 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM 2 4 DIAMETER of a-. A MARKER `TF W W[KBPRs MINIMUM COVER OF 3 FEET. Q' B' N \ TIP A BGZ SS III: wso OU LLfw 4Z J Filly� QUQ Gw p WO2�m� A4Z F3 ABC 0 �p 04 c MIECP Omx a j co 00 Lu ¢Oa 1/2 1 66 216 269 013 IVY� F� � n 11 1/4 1 66 216 267 013 2A VK w Do 4 5A 3 342 0, 6 N CA W REVISIONS / APRIL 25, 2013 PER COUNTY, 6 ACSA VDI COMMENTS /a 234 0,15 1 THRUST BLOCKS ARE . REQU IRED REDWHE EVR IE PIPELINE : STATES DIRECTION ANG SIZE, DEAD RED z USE Ps. OC TE, , 3 NO CONCERT SHALL BE POURED 4 THE E CF U�T"GBE:; ENGINEER SHALL aE RESPONSIBLE TO TO LEE JOINT. SPERFY FILE LURE & CONCRETE THRUST BLOCKS MME INGO 26IZ1zi ^SIA II U111"; GGLA fL ?R^m� —'BENZ 6„1"1" BANEOPRENE GASKET SIN EGYPT JJ_B' 25' CIA E (ETA .L uRA 1 ROD F GASKET mE FRAME SECTION SECTION TYPICAL MANHOLE FRAME 6 COVER NTS FIG S -T -C M -A SEWER SERVICE LATERAL CONNECTION NOTES 2- PINK) LETTERS C INVERT ELEVATION FOR THE SERVICE LATERAL IS AND NO N INDICATED . THE TOP (CRU M) ELEVATION OF WE PRIME TRIPLED GROUND 1 LATERAL PP SHALL ALL BE AT LEAST 0.z HIGHER THAN THE TCP (CROWNS ELEVA ➢ON OF THE THE LOWEST PIPE CONNECTED �ml iF R} P LKx�IES SE z NE LATERALS TAPPED INTO AN EXISTING WSWAS MAN L 1I SOOT SHAT BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED ,t J S }�l CIE b BE A H/4-PER FOOT) SALT TREATED 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM 2 4 DIAMETER of a-. A MARKER `TF W W[KBPRs MINIMUM COVER OF 3 FEET. Q' B' N \ TIP A BGZ SS INGO 26IZ1zi ^SIA II U111"; GGLA fL ?R^m� —'BENZ 6„1"1" BANEOPRENE GASKET SIN EGYPT JJ_B' 25' CIA E (ETA .L uRA 1 ROD F GASKET mE FRAME SECTION SECTION TYPICAL MANHOLE FRAME 6 COVER NTS FIG S -T -C M -A SEWER SERVICE LATERAL CONNECTION NOTES A NAME YRNCE LATERAL CONNECTS TO A PARTICLE C INVERT ELEVATION FOR THE SERVICE LATERAL IS AND NO N INDICATED . THE TOP (CRU M) ELEVATION OF WE PRIME TRIPLED GROUND 1 LATERAL PP SHALL ALL BE AT LEAST 0.z HIGHER THAN THE TCP (CROWNS ELEVA ➢ON OF THE THE LOWEST PIPE CONNECTED The MANHOLE. 2' MIN SE z NE LATERALS TAPPED INTO AN EXISTING WSWAS MAN _All SHAT BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED r5QLRTFCR AN APPROVED EQUAL 3 MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL b BE A H/4-PER FOOT) SALT TREATED 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM 2 4 DIAMETER of a-. A MARKER 5. ALL SLIDER UTEM6 SHALT. HAVE A MINIMUM COVER OF 3 FEET. PLUG ENO OF SECTION sEavlce LAreaAL 450 E FIN LINE WYE -IEE� PLAN R ARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG S -2 TD-5 SE 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4' : 1' MIN 12" - - -- BRANCH 2" FLEXIBLE CONNECTION NOTE WITH STAINLESS STEEL Au CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE I- CONNECTION " BOOT " 0111 INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S -I -B ID -2 SHALL MATERIAL ANY TROPum[I * THOROUGHLY COMPACTED WRING LINE O BY HAND APPROVED OF PIPE — _ MECHANICAL AL TAMPER N0, 68 STONE LAUNCHING BEDDING 6" mi mm GENERATES (SHALL BE REQUIRED MEN SOIL CONDITIONS ARE UNSTABLE NOTES: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VERY RIGHT -OF WAY SHALL BE ABORTION ENTIRELY WITH NO 21A STONE. 2 FOR DOCILE IRON PIPE ME BCTIDM OF THE TOUGH SHAM BE SCRAPED AND COMPACTED. AND ALL STONES REMOVED OR A A' BEDDING OF NO, fib STONE SHALL BE PROVIDED. 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO 68 ROME. TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S -3 TD-7 IXDTBAILdOS91BLom / FILE NUMBER 8053 SHEET 12 / 15 uo U FBI W Tl b � Qlq NQ r OL 20 Q' (D 6 VO O 2 III: wso OU LLfw 4Z J Filly� QUQ Gw p WO2�m� A4Z F3 ABC 0 �p 04 c MIECP Omx j co 00 Lu ¢Oa IS U 0"9 IVY� F� � �W W 22 awf� O� 2A VK w O W O 6 REVISIONS APRIL 25, 2013 PER COUNTY, 6 ACSA VDI COMMENTS JULY 11, 2013 PER MET 6 SEA COMBAT DATE FEB.14, 2073 J a Ise mg w z W }F �J i 5 P: 06 J� �0 cc Q J 0 y U Q FILE NUMBER 8053 SHEET 12 / 15 BARI 4 3000 PSI TURNER U nrvisntu GRADE A VAST 21A STONE BASE CONCRETE SIDEWALK N.T S. 4 3000 PSI 2" c s � 6' —FACE OF CURB e 5 SUM-9 .5 0 1, - 1B„ TYPE B PARAMOUNT -- FACE OF a PIEDMONT + -4' CURB NNO 12 —` —: q p 6 12 POO `SUBBASE ] —N WE 1 E A 15 1 { tDCTI OF NVUE A l8 17 AT ROD 5 17 T NEON TYPE C wNe a uD -4 ALL ORAf PARALLEL & PERPENDICULAR B AGGREGAre2[A) FIELDwc Fury BE . To . A" u0 -n JJOF3 urvBEFOFAIN AND GUTTER 3 B'��" 6 AccDEGATE IZIN GLEN vnLLEY MDR. uxDEDOBAIN E 5' 6 2 5 10 5G 6 5' 5 1' CONCRETE AIRLINES 2'- TRAVEL LANE TRAVEL LANE N.XCRE LDNCBEiE ROLLTOP CURB CG -6 CURB N. r. s. N.T.S. 5 TRANSITION 5 EDGE OF PVMr / GUTTER PAN -RCIALTDC, SIDEWALK FBI AD ARID 30.5' /� FACE DF 1�1-? BACK DF_. CURB BACK OF _ LUflO CURB ROLLTOP TO CG-6 TRANSITIONS B MIN. WIDTH x 18 MIN. DEPTH 2 3' 2' 3 4B p$ 2'I,y A. ]B ,N p A Z GM MM MAN 2 NEC 2 111 Of ]6 NINIMUN DEPTH TEMPORARY RECEIVING CHANNEL / BERM STRUCTURE 30 OUTFALL TO BIORETENTION BASIN APPROVED UNDER WP02012 -00013 N.T.S. GENERAL NOTES' WITH BUD RESISTANT INTEGRAL EROSION FIVERING THE FULL WIDTH 01 TIP VAN) FLUOR AT A FOOT IN LENGTH IN FILE FOURTH' OF PI AN COMBAT OTHI TYPSA OF NATURAL WITH FILE TRUNCATED CENTS DFTETTA&W OPENING Cry DO CASH WITH POP COUSIN OF I'D ELI * SLOPING SAYES OF CUBIC 'CUP MAP IS POUNDS 1000LITURALLY SUCH RAMP FLOOD US BY LUNG CONSTANTS CONCRUCTION JOINT WITH MOURI BANO * If ACRES FLUOR A PRECAST HOLES MUST BE PROVAD�D TOY RANSIL, MALAY SO THAT ACCALUCTIMMIN REGARD DOES CAN BE CAST I SEATS SEEN PLACCULD OF OU YANG FLOOR NEI PATURPOTE START BE CLASS A 4 * BONUSES BASS RUB TO Of UND S A H OLADCO I CENTER TO CENTER A FEES BOTH SIDES OF THE PARIS FLOOR I'S RUTH UP BANTU FLOOR I CONCRETE COVER C * TURB I CURB BUD GOTTEN SLOPE TRANSITIONS NuI A UVBA UNATC ME OFFAREN N PAYMENT FOR CURB / CONGO ADD Of 7 CURB NEVER ME TO eS LOCATED AS EVION't OR T14E USED OR AS DIRECTED US THE BRIEF BUY MAE 70 BA PROVIDED AT INTERSECCOOR WHEREVER AN HOUNDANTLE RJUTE WIND CUP "IT IF AS' OF A JUSTIFY FACTUTS CROSSES A CURB REGAVARESS OP WEATHER ASSETS IF EXIBEPARPROPOSED, OR 401 BAY MUST OF CLEADU WARRIN UNBUFFERED CROSSROADS AS ARMS ON PLANE PC AS UPSCIFOL BY HER ANOTHER' ADD SHOULD ACT SO NOSEY ESHINE) FEWHIBLE 510P LINES, EXPHING LIFT PULSE FIRE HYMENTUCCROP SETS ETC ARGUMENTS ROUTER PROVIDE A GREYHOUND BREEDERS ELEMENTS Of A FACILITY 7,117 CEO AT IMPROWASTASELfF SURE ADD UCLA By PREBTRANS A, UNITED MAY BE AUAC9 AN NONE OR TABI 'ECTRIS PROVIDED FLAT THE CURB OPENING IS PLACED WITHIN IRA UNITS OF THE BATUMI ANG THAT 'HE SLOPE A, CUT COUNECTAN OF THE MAE UPRI 11 PEOPFICULAFT TO THE CURB FACE ANCE TO TRUCK H. MADE _ "1w5 L E RF HEAVY BEER AS WHEN CURB RODNEY AIDE USED I COMPRISING WILL A SHARP ANN PCHT TION BHUTAN WIDTH SHALL BE THE ITION4 Or FIT ELECT' U'S PAUL T So I M/ OF FARE RAAJETER TOP BRUTISH �CASE S URI a TRUNCATED DOME DETAIL 32 PRIVATE RICK AS OF FACE DO JAB CURB TYPICAL SECTION NOBEL LEAF LANE & CLAIRE MILL CIRCLE N.r.5, TYPE A PERPENDICULAR 1 MICAVE is PAY DETECTABLE WARNING DETAIL CG-12 DETECTABLE WARNING SURFACE VIRGINIA R REV GENERAL NOTE AS DEPARTMENT Or JUMARM Al EY SDAREET Of SOME 5f 'ROCHE TO V z` ti C I O MAUL ROADWAY (SEE NOTE v BROWN / SHOWN ON rtvas SURE BUTTER CG 6 (BE ARE 71 P e Y e BARNETT IN ,FEE NOTE All CRAY LUE- JOINT s a N oN rroxx scroN A-I � " ° "TwC eowwR. PLAIN VIEW BATTLES THAI SLOPE EOUEl Of, OFFICER OPTIMUM LOW LIE HANOVER � ' r� S H PAT NO _ D EGUY SINUC>L o,Il,¢ AS IDNSTRUST GRACE SURFACE ACT A PM. FLLC CURVE SECTION A - A &—F CANNABIS II ABC SECTION C -C 4 3000 PSI v00 U nrvisntu GRADE SURFACE VBar Sr 'B D UP ` 4 3000 PSI CONCRETE c s � e 5 SUM-9 .5 0 TYPE B PARAMOUNT PARALLEL g PIEDMONT + -4' NNO CRUSHED —` —: 4 VODT CIA BTDNE BABE POO `SUBBASE "—�- —N WE v0or 21A E { tDCTI OF NVUE T AT ROD 5 TOO A CITED T NEON TYPE C wNe a uD -4 ALL ORAf PARALLEL & PERPENDICULAR B AGGREGAre2[A) 1 MICAVE is PAY DETECTABLE WARNING DETAIL CG-12 DETECTABLE WARNING SURFACE VIRGINIA R REV GENERAL NOTE AS DEPARTMENT Or JUMARM Al EY SDAREET Of SOME 5f 'ROCHE TO V z` ti C I O MAUL ROADWAY (SEE NOTE v BROWN / SHOWN ON rtvas SURE BUTTER CG 6 (BE ARE 71 P e Y e BARNETT IN ,FEE NOTE All CRAY LUE- JOINT s a N oN rroxx scroN A-I � " ° "TwC eowwR. PLAIN VIEW BATTLES THAI SLOPE EOUEl Of, OFFICER OPTIMUM LOW LIE HANOVER � ' r� S H PAT NO _ D EGUY SINUC>L o,Il,¢ AS IDNSTRUST GRACE SURFACE ACT A PM. FLLC CURVE SECTION A - A &—F CANNABIS II ABC SECTION C -C 4 3000 PSI v00 U nrvisntu GRADE SURFACE VBar Sr 'B ABROAD I 4 3000 PSI CONCRETE c s e 5 SUM-9 .5 0 cBNwETE PARAMOUNT g PIEDMONT + -4' E CRUSHED —` —: 4 VODT CIA BTDNE BABE A `SUBBASE "—�- v0or 21A CONCERNS srDNE eABE T NEON wNe a uD -4 ALL ORAf BASE B AGGREGAre2[A) FIELDwc Fury BE . To . A" u0 -n AD. A eEOUCURB urvBEFOFAIN AND GUTTER 3 B'��" 6 AccDEGATE IZIN GLEN vnLLEY MDR. uxDEDOBAIN 5' 6 2 5 10 5G 6 5' 5 1' CONCRETE PARKING TRAVEL LANE TRAVEL LANE PARKING LDNCBEiE SIDEWALK 0 -5' LANE LANE 0 5' SIDEWALK 30.5' 30.5' PAVEMENT SPECIFICATIONS FIELDING RUN DRIVE SUBBASE B" AGGREGATE (AL BASE 3" BM -25 SURFACE 1.5' SAI GLEN VALLEY DRIVE SUBBASE 6" AGGREGATE DIA) BASE 3" BM -25 SURFACE 1.5' SM -9.5 NOBEL LEAF LANE & CLAIRE MILL CIRCLE SUBBASE 4" AGGREGATE (21A) BASE 2.5" BM -25 SURFACE 1.5" SM -9.5 GENERAL NOTES 1 WHEN BE.11 15 FRED FOR STREET CONNECTIONS THE CONNECTION MUST BE SUPPER IN 'IT' ARGUED PUSUIRGY AND THE APPLICABLE REQUIREMENTS OF THE VAST ROAD DESIGN WASSUSH DOCTORS GULF ADVANCE RENDUREMENTS 2 WHEN THE STEARNS CAROL REFLECT ACCCUPPREDI TIE TURNING RROUNSMESTS 01 SHOPPATEO HEAVY TRUCK TRAFFIC, THE DEPTH TOO OUNWASK U CURB RAMPS I THE LIGHTS OF AT ISSORTICTO BE 'REVERSE TO 1 3 WHEN USED N CRAPOLLICHAN WITH STANFORD UP A OR CC G, Tl E CURB 'ACE ON THIS 9T�laO 6 TO BE ACCESS TO WATCH THE HOUTHADE SLUMP COMPULSION 4 SET STABOSERD CA IF FOR CURB PREAMP TRADE '0 BE FACTS WON 71115 SUNNI 5 CI FLORINS MAY PREPARE WEEPING SO A PJANUAN GO ALAN TO ciuoE Hcx ENTRANCE NOTES S WATER 6 RIMS ME TO ANDIEVE OLSON SUBSCRIPTION Or A FLOW LIKE IS RESOURCE TO PROVIDE REVITIVE BASEBALL APPEALS THE ENTR ANNE F C SAVINGS ELEGANT SHEOL BE CONSTRIUSTER TO THE RAW LINE EXCEPT My EUROBOND SOARLIZATION RESULTED FOR MAJAPPRE PAVEMENT AUDIT UPS BE OMITTED I TO- ]FIT' NEED 1 * RUPERT CURB OR COMI CURB ADD COTTER HAVE VAN OF CONSTRUCTED BEYOND PC RI LINE eXCEPT FOR REPLACEMENT FBI * TO, ESSIRGAS AND COULOMB ENTRANCE GRACE CHANOT TABLE THESE VITRO ME NOT APPLACAL TO STRI CONNECTIONS ALLOWABLE ENTRANCE GRACE CHANGES UNNY NOTE CH UPS C' - AM ABROAD I I IT I'll PAVED SEND OCR GAOTCATA A DRAINAGE FUNDED 0 MI ABLE 10 SEE CHOURACC11013 TYPICAL SECTION GLEN VALLEY & FIELDING RUN DRIVES x.Ts BLOCK i — BLOCK - " �,} Q BLOCK 16 If ANT =6V0 "J P➢T =� }i FAST 3 LLLLMT 900 pu ME L, ya P- EST I I ASY AN .. JLOCK —J11 -- If L BLOCK 14 g a u } _ AN a A. C 1 u Ii. Am�gDp BLOCK I] ADT =1380 L RAW, ARUBA r °AMA. BLOCK 12 q h u; �T BLOCK IS u� TRIP GENERATION 111 =150' OUTLET PIPE NO STANDARD PAVEMENT EDGEDRAIN FRAIRMA DEPARTMENT Or CARLUCCI Li �o m 2 %0 LU cin 2 Z m w = Af 6 l^ A O U 0 0: Iu j0 02 00 WW B.2 ? V, Gn p JJ Q y y— U w a UQ OW AW N .12 a R W CC M-� Od W U 0� N IL? we ¢ W ON 19 W rcB: o� 4W Ey aN AND W ° REVISIONS APRIL 25, 2013 PEE COUNTY, BEAT 6 ACBA COMMENTS JULY 11, 2013 TOM SEAT 6 ACSA CDMNEMTS DATE �I ( FEB.14, 20132013 l �I It 1a z� UZ WOa pg zp� 9 ma 0Vp¢ C�i.j o0 z 5 I -NWW'o .jo JaZ 0 ED 50 6 -1 z UJ US � cr ES Lu N_ O Q� a FILE NUMBER 8053 SHEEP t3/15 DEMBIREED HERVER a CUTLER ABROAD I I IT I'll PAVED SEND OCR GAOTCATA A DRAINAGE FUNDED 0 PARAMOUNT PIEDMONT CRUSHED OUTLET PRE USBI AND US SO MATES T UP UP UP UP UP UP CONCERNS T NEON wNe ALL ORAf SA BE . To . AD. A eEOUCURB PAVED SHOULDER SECTION AND GUTTER SECTION OUTLET PIPE NO STANDARD PAVEMENT EDGEDRAIN FRAIRMA DEPARTMENT Or CARLUCCI Li �o m 2 %0 LU cin 2 Z m w = Af 6 l^ A O U 0 0: Iu j0 02 00 WW B.2 ? V, Gn p JJ Q y y— U w a UQ OW AW N .12 a R W CC M-� Od W U 0� N IL? we ¢ W ON 19 W rcB: o� 4W Ey aN AND W ° REVISIONS APRIL 25, 2013 PEE COUNTY, BEAT 6 ACBA COMMENTS JULY 11, 2013 TOM SEAT 6 ACSA CDMNEMTS DATE �I ( FEB.14, 20132013 l �I It 1a z� UZ WOa pg zp� 9 ma 0Vp¢ C�i.j o0 z 5 I -NWW'o .jo JaZ 0 ED 50 6 -1 z UJ US � cr ES Lu N_ O Q� a FILE NUMBER 8053 SHEEP t3/15 INLET COMPUTATION - 41NCHES PER HOUR - p'., "„" OFFICER I NATOM ALET I SOL OR U, IT CA WATER 0 ILI A M I DO UP ... IT .,IT A. Iw1AE NOTES MIAMI. "TV I TELL A IT I U T�722O_NF3 IT - All- T 1. 1 Sir L I I I I ITTE, E'R., I -1-1) a VEL RIMMUNTA GRAN DE P. (A DF. P. MIME Pro Ir RATE AREP 1. DO IME, L�. LOPE I Ad I n "I W EAST 88 18 EVE J .1 PUT UYEu-EL NOVEL. (EIRCEA OUR 6+50 1 1. TRALM Or NATERESSEER AT SAN AS REMARKS 50 43 045 0 60 0 27 0 27 10.00 PARTS 745 672 08 671 90 KsA6 0,46% 15 438 3 23 02G 1 43 46 0 38 a Be 0 30 0 67 10.20 BRA 306 671 80 611 so 3774 0 53% is 470 4 04 0 16 480 1464 13 EC2 5 +00 STR29 . 020 REVISIONS O.W 3.06 12'_63 372 1139 PER COUNTS SENT 9 AC54 COMMENTS €Y3 44 42 0 15 0,80 0 12 1 52 1047 5 28 goo 671 18 670 79 3832 1 (GRESS. 18 10.59 650 010 1274 3]2 1261 tj�0 358 V/ $245 154.88 -- Z 1655 17" TO2 3 +00 2 +BB 1 070 Ozs 664 103 371 1335 356 a Z 1$ m(L j 487 1772 17' CC2 2 +00 1 +c0 1 035 z o a1z a75 1281 371 1354 U d.CiL 38 36 0 Jp 0 ad 2A3 12.17 497 1208 66943 666 88 43,44 1 27% 18 11 81 669 all Manhole 36 34 94 0,75 0 30 273 12.20 4 95 1352 E68 38 668 19 39 16 049% 24 1575 559 0.12 34 32 0,13 0.85 0.11 2.04 12,40 4 93 14,01 668 09 667 75 GR22 (I TOR 24 1608 573 0 20 hu 32 30 a 1 0 Be 0 as 292 12.03 490 1431 667 65 al 50 3022 0 SNONS 24 1593 572 0 09 13 16 04 0 76 0 30 030 a 00 581 1 74 682 38 680 76 81 13 2COMd 15 9.12 570 0 24 54 #2B ID.1 093 1:86 020 120 160 1.60 25] 152 4.1] 664 44 825 IOOk Collins 10 Soollin, 8 0,31 6 Do 6.35 1,97 681 64 671 1 24436 422% 15 1327 7,69 0 53 1101 573 80 30 0 18 042 0 21 0 C4 0 64 AMR 1 p Tn 50 122 2.44 020 1Ad 106 1,66 310 152 477 66502 0 PLAN 806 A do 100ft 1208 669 SO TO 0 211 If 10 0 13 C 04 1 1 AS 671 -2 Ass On ma aM Shaw 21e 185 370 a90 LW LW 180 355 152 535 BBB28 66980 668.85 39,18 2,429% 15 10 05 828 0.03 5 Gil Bell 14 cal"Pol I I SUMMARY 8 RECOMMENDATIONS: Structure =8 is in Won Canhvl Oaslgn FmW Exoaea. POOR Ekv. Overlap Flood ExceW.. Prob. Ekv. Base Flood l% EMeed Prob. � Ekv= Ex I Ex (AAMH CRIME H 10 1 0 23 all 070 0 70 0 is 0 16 OR 1 05 0164 0 ill 0 D208 A 2 0279 00833 AT 1 145 1 112 1 1 1 1 0 17 1 000 ' CA 0 1 4 A 10 080 07 1 1 In i SECTION BIRDS 14 DESIGNER ... U)SAMMUSS GALE A ASCII TIED INC INLET COh1PUTATION- 6.5 INCHES PER HOUR r arzrz - EPROALROODERRUDMARSHCOW BLOCKED JUNE 8503 Is ANCTNTUEET? 0 ROAD CHARSTERAVELE VIRGINIA 22902 POINT (III oex. Oil om ® 4 11 11 . PAT DNA A ... 1) 0 Cor_ IT CA WATER NEINNIPAILLI R ILI A I :PER I PNVERT LIWEn OPLAR marr SLOPE A wel Nol CAPACITY CEE UPPROCITY I" FL� INNER mll "MIR" IN" P "CUIll a Ed AT 03 ne A5c T�722O_NF3 n 015 I is ,I nlrz STEP. REMARKS Cr C2 C3 a VEL Do VEL DE P. (A DF. P. Gag J Ad III RATE MITI us us TWA SORE LOPE SPREAD IT, W I 88 18 EVE J RIALM SESTRE, IS II.T. (EIRCEA GTE,, 6+50 1 1. TRALM Or NATERESSEER AT SAN AS REMARKS 50 43 045 0 60 0 27 0 27 10.00 PARTS 745 672 08 671 90 KsA6 0,46% 15 438 3 23 02G 1 43 46 0 38 a Be 0 30 0 67 10.20 BRA 306 671 80 611 so 3774 0 53% is 470 4 04 0 16 480 1464 13 EC2 5 +00 STR29 . 020 REVISIONS O.W 3.06 12'_63 372 1139 PER COUNTS SENT 9 AC54 COMMENTS €Y3 44 42 0 15 0,80 0 12 1 52 1047 5 28 goo 671 18 670 79 3832 1 (GRESS. 18 10.59 650 010 1274 3]2 1261 tj�0 358 V/ $245 154.88 -- Z 1655 17" TO2 3 +00 2 +BB 1 070 Ozs 664 103 371 1335 356 a Z 1$ m(L j 487 1772 17' CC2 2 +00 1 +c0 1 035 z o a1z a75 1281 371 1354 U d.CiL 38 36 0 Jp 0 ad 2A3 12.17 497 1208 66943 666 88 43,44 1 27% 18 11 81 669 all Manhole 36 34 94 0,75 0 30 273 12.20 4 95 1352 E68 38 668 19 39 16 049% 24 1575 559 0.12 34 32 0,13 0.85 0.11 2.04 12,40 4 93 14,01 668 09 667 75 GR22 (I TOR 24 1608 573 0 20 hu 32 30 a 1 0 Be 0 as 292 12.03 490 1431 667 65 al 50 3022 0 SNONS 24 1593 572 0 09 13 16 04 0 76 0 30 030 a 00 581 1 74 682 38 680 76 81 13 2COMd 15 9.12 570 0 24 54 #2B ID.1 093 1:86 020 120 160 1.60 25] 152 4.1] 664 44 825 IOOk Collins 10 Soollin, 8 0,31 6 Do 6.35 1,97 681 64 671 1 24436 422% 15 1327 7,69 0 53 1101 573 80 30 0 18 042 0 21 0 C4 0 64 AMR 1 p Tn 50 122 2.44 020 1Ad 106 1,66 310 152 477 66502 0 PLAN 806 A do 100ft 1208 669 SO TO 0 211 If 10 0 13 C 04 1 1 AS 671 -2 Ass On ma aM Shaw 21e 185 370 a90 LW LW 180 355 152 535 BBB28 66980 668.85 39,18 2,429% 15 10 05 828 0.03 5 Gil Bell 14 cal"Pol I I SUMMARY 8 RECOMMENDATIONS: Structure =8 is in Won Canhvl Oaslgn FmW Exoaea. POOR Ekv. Overlap Flood ExceW.. Prob. Ekv. Base Flood l% EMeed Prob. � Ekv= Ex I Ex (AAMH CRIME H 10 1 0 23 all 070 0 70 0 is 0 16 OR 1 05 0164 0 ill 0 D208 A 2 0279 00833 AT 1 145 1 112 1 1 1 1 0 17 1 000 ' CA 0 1 4 A 10 080 i STORM SEWER DESIGN ROUTABUSH, GALE s ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOi SVILL, VIRGINIA 22902 Pemne:(434)977- 0205- Fv:(434)99f 290 -EMAIL INFO OUOABUSNCOM NAME BLOCK 14 Jab #: 8503 DGN. OM Daee: 4112Y2c13 10 YEAR FREQUENCY 'I'm POINT TO POINT DNA A ... 1) 0 Cor_ IT CA WATER NEINNIPAILLI R ILI A I :PER I PNVERT LIWEn OPLAR marr SLOPE A wel Nol CAPACITY CEE UPPROCITY I" FL� INNER mll "MIR" IN" P "CUIll a Ed AT 03 ne A5c T�722O_NF3 n 015 I is Q m STEP. REMARKS Cr C2 C3 a VEL Do VEL DE P. (A DF. P. 3 "'_ JJ V] 0 om IF MI Oa W 88 18 EVE J 0 JN 4V (EIRCEA STRIPE 6+50 e so 00007 002 d00 285 1260 50 43 045 0 60 0 27 0 27 10.00 PARTS 745 672 08 671 90 KsA6 0,46% 15 438 3 23 02G 1 43 46 0 38 a Be 0 30 0 67 10.20 BRA 306 671 80 611 so 3774 0 53% is 470 4 04 0 16 480 1464 13 EC2 5 +00 STR29 . 020 REVISIONS O.W 3.06 12'_63 372 1139 PER COUNTS SENT 9 AC54 COMMENTS €Y3 44 42 0 15 0,80 0 12 1 52 1047 5 28 goo 671 18 670 79 3832 1 (GRESS. 18 10.59 650 010 1274 3]2 1261 tj�0 358 V/ $245 154.88 -- Z 1655 17" TO2 3 +00 2 +BB 1 070 Ozs 664 103 371 1335 356 a Z 1$ m(L j 487 1772 17' CC2 2 +00 1 +c0 1 035 z o a1z a75 1281 371 1354 U d.CiL 38 36 0 Jp 0 ad 2A3 12.17 497 1208 66943 666 88 43,44 1 27% 18 11 81 669 all Manhole 36 34 94 0,75 0 30 273 12.20 4 95 1352 E68 38 668 19 39 16 049% 24 1575 559 0.12 34 32 0,13 0.85 0.11 2.04 12,40 4 93 14,01 668 09 667 75 GR22 (I TOR 24 1608 573 0 20 hu 32 30 a 1 0 Be 0 as 292 12.03 490 1431 667 65 al 50 3022 0 SNONS 24 1593 572 0 09 13 16 04 0 76 0 30 030 a 00 581 1 74 682 38 680 76 81 13 2COMd 15 9.12 570 0 24 54 #2B ID.1 093 1:86 020 120 160 1.60 25] 152 4.1] 664 44 825 IOOk Collins 10 Soollin, 8 0,31 6 Do 6.35 1,97 681 64 671 1 24436 422% 15 1327 7,69 0 53 1101 573 80 30 0 18 042 0 21 0 C4 0 64 AMR 1 p Tn 50 122 2.44 020 1Ad 106 1,66 310 152 477 66502 0 PLAN 806 A do 100ft 1208 669 SO TO 0 211 If 10 0 13 C 04 1 1 AS 671 -2 Ass On ma aM Shaw 21e 185 370 a90 LW LW 180 355 152 535 BBB28 66980 668.85 39,18 2,429% 15 10 05 828 0.03 5 Gil Bell 14 cal"Pol I I SUMMARY 8 RECOMMENDATIONS: Structure =8 is in Won Canhvl Oaslgn FmW Exoaea. POOR Ekv. Overlap Flood ExceW.. Prob. Ekv. Base Flood l% EMeed Prob. � Ekv= Ex I Ex (AAMH ROUDABUSH, GALE 8 ASSOCIATES 914 MONTI10 ROAD CHARLOTTESVILLE VIROINIAT2902 PHONE ELD) 977 0205 FALL (434) 2965220 Oe' LOCATION- Tempnrary TreeezOdal OIR211 Dtcn Ili STORM ? f RgNAPA, AREAS Block 14 Plen SIGRANe. Rev Date 571WHR foal or ccm -oele 4r1B12013 Sheet Iof I PROJECT NAM E PROJECTS DATE. DV' OLD TRAILVILLAGE14 8503 April 10 2013 CCM V ELNae sIATslid A-WCom is 1I RCRNam ale¢ C Allies Poth ele¢ $mDto�s elev heq TN Cantlillon Tere m On . SM1aulder, ctelev Skaw cover fl. HYBROLO61cu Sara EGYC 0p6 TEMP. STATION TO STATION o e 5.36 042 090 CA To z 02 ALL or FKL SLOPE FTIFT a Ed AT 03 ne A5c T�722O_NF3 n 015 I is Q m STEP. REMARKS Cr C2 C3 a VEL Do VEL DE P. (A DF. P. 3 "'_ JJ V] 0 om IF MI Oa W 88 18 EVE J 0 JN 4V (EIRCEA STRIPE 6+50 e so 00007 002 d00 285 1260 373 1064 0 00 U53 0 65 2Se U tu UP 14d Al4f (LIMA 490 139 96' TO2 5+50 5 +00 1 045 � 014 299 1263 3]3 1115 o BE 4@i W ®REV 11 480 1464 13 EC2 5 +00 STR29 . 020 REVISIONS O.W 3.06 12'_63 372 1139 PER COUNTS SENT 9 AC54 COMMENTS €Y3 JULY 11, 2013 11489 _ PER SOOT 6 ACSA COMMENTS 14,95 16" EST2 STR27 3 +00 f. 055 FEB.14 2013 033 339 1274 3]2 1261 tj�0 358 V/ $245 154.88 -- Z 1655 17" TO2 3 +00 2 +BB 1 070 Ozs 664 103 371 1335 356 a Z 1$ m(L j 487 1772 17' CC2 2 +00 1 +c0 1 035 z o a1z a75 1281 371 1354 U d.CiL 16487 Jp W 2 1330 13° EC2 1 +00 a +0 '. 0.15 004 380 000 361 1370 FE 1e' 477 18,11 13^ EC Project Old hail Village 109 led VRSTORM EVENT Block 14 Plen SIGRANe. Rev Date 571WHR foal or ccm -oele 4r1B12013 Sheet Iof I Tc-13MIN 33INFIR;43INIHR PIT I sIATslid A-WCom is 1I RCRNam ale¢ C Allies Poth ele¢ $mDto�s elev heq TN Cantlillon Tere m On . SM1aulder, ctelev Skaw cover fl. HYBROLO61cu Sara EGYC 0p6 TEMP. ITICAMI DISMARGE ALI oc By 1.11 OR I'll PARTOR 1"' .11, W ACT "I III ICALL ELEV � T�722O_NF3 a a' cg V02mCCo O 0U 3 "'_ JJ V] 0 om IF MI Oa W 88 18 EVE J 0 JN 4V (EIRCEA of. I'D C, 5 97 so 00007 002 C IT CFO LEE 1049 57 19 0 00 U53 0 65 158 U tu UP 1 TO Al4f (LIMA �Z 0� U1 �4 _ ry� w 2 2Lm aN Om p4 � a D'8 �W o BE W ®REV REVISIONS APRIL 25, 2013 PER COUNTS SENT 9 AC54 COMMENTS JULY 11, 2013 _ PER SOOT 6 ACSA COMMENTS DATE FEB.14 2013 V/ -- Z a 0 PER H a Z m(L j LL U '. z o g� Q U Jp W 2 ne is Jz 0 DISCH SLS sec O BE 101 OFF o - = -CFS B 10 -150 ADS 0 = CFS O 1W = 21.8 LOS RlsrcassessMENr ACT BetcumAvaleble ,Length Orertoppne fita9e Flood Plap Menagrsent Cnteria and SignRcant Impact Inv, EL 66258 Sm 152% IBM El, 66106 Ong. GL Elev, 663.3 L= �EJAF ARM Gr FINE 6702 CULVERT TYPE& SIZE O CIA HEADWATER COMPUTATIONS SAINT Else OUTLE VELOCITY TreM152% INLETCONOT I OUTLET CONTROL HWIU HW Ke tic HCCDC hu H LSO CIA 54 #2B ID.1 093 1:86 020 120 160 1.60 25] 152 4.1] 664 44 825 IOOk 32 6119 10 24 14 31 TO 0 CRT 11 1 1 5 72 0 13 1101 573 80 30 0 18 042 0 21 0 C4 0 64 AMR 1 p Tn 50 122 2.44 020 1Ad 106 1,66 310 152 477 66502 0 PLAN 806 A do 100ft 1208 669 SO TO 0 211 If 10 0 13 C 04 1 1 AS 671 -2 Ass On ma aM Shaw 21e 185 370 a90 LW LW 180 355 152 535 BBB28 970 = IDOfl SUMMARY 8 RECOMMENDATIONS: Structure =8 is in Won Canhvl Oaslgn FmW Exoaea. POOR Ekv. Overlap Flood ExceW.. Prob. Ekv. Base Flood l% EMeed Prob. � Ekv= Ron �A El usµ Gw LE A as50 CIA TES, IN4 Eaane. 1a3v1 snerzos�EE��r a >a)�essrzm- elunsiOwFC,mreouvReusv rom NAME Old 111 14 .IV I EATON C11 EVER. 1111FYO 13 HYDRAULIC GRADELINE A IT" IT Pill ",I'M 111,111,for 1"... PIT I LEAR OPENED ITICAMI DISMARGE ALI oc By 1.11 OR I'll PARTOR 1"' .11, W ACT "I III ICALL ELEV � T�722O_NF3 a a' cg V02mCCo O 0U 3 "'_ JJ V] 0 om IF MI Oa W 88 18 EVE J 0 JN 4V (EIRCEA of. I'D C, 5 97 so 00007 002 C IT CFO LEE 1049 57 19 0 00 U53 0 65 158 U tu UP 1 TO Al4f (LIMA �Z 0� U1 �4 ry� w 2 2Lm aN Om p4 � a D'8 �W o BE W ®REV REVISIONS APRIL 25, 2013 PER COUNTS SENT 9 AC54 COMMENTS JULY 11, 2013 PER SOOT 6 ACSA COMMENTS DATE FEB.14 2013 V/ Z a 0 PER H a Z m(L j LL U '. z o g� Q U Jp W 2 ne is Jz 0 32 6119 10 24 14 31 TO 0 CRT 11 1 1 5 72 0 13 1101 573 80 30 0 18 042 0 21 0 C4 0 64 AMR 1 677 25 36 07059 24 1352 10 0 PLAN I PC A do 0 2 1208 669 SO TO 0 211 If 10 0 13 C 04 1 1 AS 671 -2 Ass On FILE NUMBER 8053 SHEET 14 / 15 �(�_U con 2 2b � T�722O_NF3 a a' cg V02mCCo O 0U 3 "'_ JJ V] 0 om IF MI Oa W 88 18 EVE J 0 JN 4V W za R > � REV > O �, W ¢O U tu UP C/]� 2 �Z 0� U1 �4 ry� w 2 2Lm aN Om p4 � a D'8 �W o BE W ®REV REVISIONS APRIL 25, 2013 PER COUNTS SENT 9 AC54 COMMENTS JULY 11, 2013 PER SOOT 6 ACSA COMMENTS DATE FEB.14 2013 V/ Z a 0 PER H a Z m(L j LL U '. z o g� Q U Jp W 2 ne is Jz 0 FILE NUMBER 8053 SHEET 14 / 15