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HomeMy WebLinkAboutSDP201400040 Plan - Other (not approved) 2014-05-09OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT. DAVE BROCKMAN 100.5 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE CROZET VA, 22932 CELL: (702)-985---9088 dave0olcl trail village. com PLAN PREPARER: ROUDABUSH, CALE, & ASSOCIATES'. 914 MONTICELLO ROAD CHARL OTTESVILLE, VA. 22902 (434)-977--0205 TAX MAP PARCEL No: A PORTION OF 055EO--01---00-000A"I ZONING. NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005 USE: 18 SINGLE FAMILY DETACHED UNITS BUILDING HEIGHT. ° NOT TO EXCEED 2.5 STORIES FOR SINGLE FAMILY USE SETBACKS: FRONT SIDE REAR 10' 7.5' 15' AN APPLICATION HAS BEEN SUBMITTED FOR A WAIVER 00DIFICATION TO REDUCE THE SIDE SETBACK FROM 7.5' TO 5; TO REDUCE THE FRONT SETBACK FROM 10' TO 5, AND TO REDUCE THE REAR SETBACK FROM 15' TO 5'. AREA SUMMARIES: LOTS 1.7 Ac. OPEN SPACE 0.0 Ac. RIGHT OF WAY 1.0 Ac. PRIVATE ALLEY 0.2 Ac. TOTAL AREA 2.9 Ac. LOT AREAS. MINIMUM LOT SIZE IS 4,000 S-F: LOT 1 4485.8 Sq. Feet LOT 2 4433.1 Sq. Feet LOT 3 4277.9 Sq. Feet LOT 4 4452.1 Sq. Feet LOT 5 4285.8 Sq. Feet LOT 6 4028.0 Sq. Feet LOT 7 3975.9 Sq. Feet LOT 8 3932.4 Sq. Feet LOT 9 3961.8 Sq. Feet LOT 10 4261.E Sq. Feet LOT 11 4135.8 Sq. Feet LOT 12 4017.0 Sq. Feet LOT 13 4065.1 Sq. Feet LOT 14 4052.3 Sq. Feet LOT 15 4084.4 Sq. Feet LOT 16 4093.3 Sq. Feet LOT 17 4076.5 Sq. Feet LOT 18 4107.7 Sq. Feet AN APPLICATION HAS BEEN SUBMITTED FOR A bVAIVER )MODIFICATION TO ALLOW THE AREAS OF LOTS 7, 8, AND 9 TO BE BELOW THE UINIMUM LOT SIZE OF 4,000 S.F. (SPECIFIED IN THE OLD TRAIL VILLAGE CODE OF, DEVELOPMENT). GROSS RESIDENTIAL 6.2 DWELLING UNITS PER ACRE DENSI TY, MAGISTERIAL DISTRICT WHITE HALL MAGISTERIAL DISTRICT DRAINAGE DISTRICT. LICKINGHOLE CREEK WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY LOUISA AERIAL SURVEYS, AUGUST 2012 DATUM: VERTICAL -- NAVD 88, HORIZONTAL -® NAD 83 CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMMUNI TY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE. FEBRUARY 4, 2005. EROSION CONTROL: PHASE I EROSION CONTROL PROVIDED BY THE EXISTIN(; SEDIMENT BASIN CONSTRUCTED WITH BLOCK 11 AND EXPANDED WITH BLOCK 14, STORM WATER. ORIGINAL SWM BIO--vRETENTION POND, BLOCK 14, WOO 2012-0013 LANDSCAPING. SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL --FORESTAL DISTRICC. THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. W14 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 REQUIREMENT OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. J. THE MAXIMUM ALLOWABLE E SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 0jrE S8 OP Christopher C. Mulligan Lic. No. 'O 031672 47 1 0- '3/ONAL 'Z�\GY 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. 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 SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL. BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY, ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNT`( ENGINEER, OR 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. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B, OR C) . 6, WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL B. CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNT`( ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VOOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. bd" i , k SHEET 1------n--m COVER SHEET MEET 2---------- SOILS, DEMOLITION & EX. CONDITIONS PLAN SHEET 3 -- ------ SITE PLAN SHEET 4---------® UTILITY PLAN SHEET 5---------- UTILITY PLAN SHEET 6---------- UTILITY PLAN SHEET 7---------- GRADING N SHEET 8-----_---® GRADING PLAN SHEET 9---------- GRADING PLAN SHEET 10-------- ROAD & UTILITY PROFILES SHEET 11-------- STORM & UTILITY PROFILES SKEET 12 TYPICAL SECTION, MOTES & DETAILS SHEET 13-------- CONSTRUCTION NOTES & DETAIL, S H E ET 14 -------- D I NAG E AREA MAP SHEET 16-------- LANDSCAPING NOTES & DETAIL DATE Mays 9, 2014 to F5 ui 0 w 0 FILE NUMBER 8053 SHEET 1 / 16 11 F - 7.6. INV.MT)=66&.Zl =666`_� 9 _CR T�-�-6--- — /. _..v N—667.21ININV.I INV. OUT)=667.07 STR--1 TOP=675.J0 GRATE=675,28'; INV. IN)-�6650 ' N_Vo�OUT)= B6,- 20 PUBLIC � DRAINAGE- ` SigT. a:B.-- z=257 p. 377: HATCHED PORTION TO BE _VACATED}— I/ "`- L i __ — -,_ �i II I—bbt�.U� � ��, , v v. Uu TOP=6.58 .. -� I \ h INV. IN=666.88 _ _ _ �r 7 1 7Y C ,t _. ....... ... ..._ .. ....�.. __ .... _._.__._ .._.�- ._,__-- '� 1 ` 1, it 5 7. _ _.. -- EA m y � , r rJ CEMENT r�r ` /` fr 1{� s r X; `.Y�} f w r - r f, J ` , �\ \'\ / .., �� ....�� • '\ `. 4 / ��; ` �. ..._...__ Y .�' — ,`� T rP' rJ r$ ft" `Y k z j Y .r �: ff , ,ir Jr ,.f '; ' 1I . 4 r r --- 1 /'�! ` J r r' rf , ,., -• l�`e. ` � `�� / f' _ � �E / / -`� „� 1 l I ,f � J 1 ,rL YJ z x�f'r . � �,� �' A lf'"t �'' f I �J � f f / ram"✓ -,..1 ...�.._ X,. .,•\ / r�J { f r r x 'r1'`iY f' 4?. yf C'`��:cl r ,7 `•� ,. / � �\ \ %, �f J ,J J(/ ,J l.., j h((1. (,', ti , S•. ,:i:1,1. l , 1 i ` r I \ / ! / J r , J 'r j' t ✓`J AYT`t� ;T' i 't ll x..7 / f ,I • , ,J' / ,J��% % r r r J/ >�rr=3! h j.,J `.`<Jr ,i ,r/ / r r r . 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I EX. 20' FH ESM T. f SEE PLAT BY THIS OFFICE IJ"t T DATED APRIL 5 2013 �/' �,C( jY �r r 1 r ! 1 r J J �Y I lsl> h it i 1 j r f` l 9 J 1 1r J�J� -yry 1 1 f r �"• 1 ! r ! J r r � �(`. 1 L !f jr r 11 J 11 ,J r J rr r � � r i �' r?F( �3 Y ° i, J• rs�;�.sf � r �' rJ ,J � 1 / / r Jf ! /f J• r 1 j' r J r r f r r., J{ �J, yY�,;- 1�� r., 1 r l, 1 1 J j f']{. Y'• (`j rY 6J t.,u 1 1 r' ,r r r y.'-� -- / .'_ J i" j J � r` r ( ,,.J.3 r ;z `sr ,•{?� �! . r' J� J r —._' i % t 1 1 f JI . 1, I'rrl� J f i ( rY �iA �' 111� yf f ! ; / \ / / J'a r$r}r, �r, r'r� %`x'kf y.._;_ ;...,,JJJ, ;'irf� ,rJ1,X� -- EX. 12" CAP '� ; < �" / xEXIST. SAN. M.H. �a rr r i _ { Jar t K J�xC V1i'',zt11J (:' i s r r J J T,OP 671.03 rJ_='i� i 1 r 1 frr �� �� NV. IN)=665.4.1: 1 J r� \\ / s_ �� � I 1 / ' .ii /, l N V. OUT EX, 12%12" TEE j I l / r " EX, 12 x12 TEE — — (3)12" G.V.— �Nl H. PLUG EX l - I. EX. 20' WATERLINE EASEMENT EX. 12"x"12" TEE 1 `'" G. V. PLUG EXISTING DIVERSION DITCH/DIKE SEE OLD TRAIL BLOCK 14 STORMWATER MANAGEMENT PLAN ' DATED MARCH 20, 2013 ��Ak/ CRATE SCALE�yg 1 sa c 20' 9 CONTOUR INTERVAL 2 FEES' U z 0 F— n 0 09 ccw > z D Z 0 w J Y * Goa W 0 W FILE NUMBER 8053 SHEET /16 EX. 5' SIDEWALK P PROP. 5' SIDEWALK q' Uj4 3� = FC q o J Vv I P 4 D ®I J LU CCW LU C q l/ / co Q Ld LL_ z` Q U) Q „-� I --- / . - . ' . f� n . 9 I) . . I f 11 • - .. ' . ' . ' . . - mod' ; ":'I . - . lJ . ' . rL] ------Cli ' . ' . - . ' . • . ' . I • - . ' . ' . • . I . - . ' . • . - . . ' . ' . . - - . ' . ' . • �--� - v ' . ® . T"w a.— • . I_"-�...V�.;- .., . ___ ., �1:ti1 /fi 1 .15'3' R. d „J qv PJ c q q 0 Ln Ln 6�-,J IPl Q.L.-4, __'_ o r- N q - o J .. P P �'4 `�J P a y 9 ' P P q. v ILI P P q r C(J q 4 0/'� _- �J�J O 4v. c 0 q' W Z ��� q Q SOT-\ I I P4 � z NOTES: u"EVELU'PMENT AREL0_73/ ' AZ,TH of G j o ,5: DIMENSIONS ARE TO FACE OF CURB. ARC LENGTHS SHOWN TM P 5 5 E —1— A TM P 5 5 E 1 H o� •P�, : � ARE TO DESIGNATE THE RIGHT-OF-WAY & CL DIMENSIONS. 1 I COUNTY OF ALBEMARLE Q f� MARCH MOUNTAIN PROPERTIES LC D.B. 3955 pp. 1-10 DETTACHED GARAGES ARE LOCATED GREATER THAN 18 c, U D• B• 4215 pp. 254 261 PLAT \ D.B. 4195 685-693 PLA I (DEED & PLAT) 0 FROM BACK OF CURB AND/OR WALK TO CONTRIBUTE D.B. 3798 pp. 001- 009 PLAT Christopher C. Mulligan OFF-STREET PARKING. Lic. No. Ifs N I ��k'� �o 031672 � + + SCALE I" = 20' I �Fssi ONALECG\ n N THE DEVELOPER RESERVES THE RIGHT TO MODIFY THE 20 10 0 20 40 BUILDING FOOTPRINTS WITHIN THE BUILDING ENVELOPE. ^X SCALE IN FEET 0 —1 • U a w � 4 wW 2 N Z 0 co N � NQ Q� ?O 0 �It W >@ 2 00 > o t/1 � a 2 � Z rt J 0� w 2 2 UQ �w �R3 ' ° -,N rr - N 08 rr, y 0 O LL v, WZ J- v, 0 > FV—. o ti W aW 9 ? Q� �00 (� w z 0 W 0. DATE May 9, 2014 SCALE ill =20' U 0 Z Z (49 '> J m J (L z 0 W W L J Cn Q W 0 J m a FILE NUMBER 8053 SHEET 3/16 0 �A � I 1 ig�a ' SEWER EASEMENT VAR. WIDTH cc:+t� VAR. WIDTH PUHI�IC I 1 I I I ' : , I I PRIVATE DRAINAGE VAR. WIDTH SAN. z p DRAINAGE ESMT. 1 ESMT. 1 SEWER EASEMENT 1 I I I I y/�g >/ ! / .w� \ I� ! / ( f� �S 1 I ➢ r I I R I 41 .._ p & RELOCATE EX. E.H. 11MIM1r p. P a /�L/\. - .I L' A I L. I !—L . `�. �.. _ . 4 w y q . // x� v 4 p4 P . 3)1 .�.v. a LUG EX. M.H. 4 00 00-- ' v / p _ EXIST. SAN. M.H. � q, p Q _ _ TOP _ 671.03 v�.4 " E V / 11NV. IN=665.14 F UTU �" c INV.OUT)-66:5.04 I pa V)M1=N \y J : f �� 1.) MANHOLE TO BE CONS fRUC rEn OVER EXISTING 8 PVC S/L I AFit:: � � WHICH 1S CURRENTLY ACTIVE, DO NOT REMOVE EXISTING MAIN 9�1\ UNTIL TESTING IS COMPLETE & ACSWA INSPECTOR INSPECTS & APPROVES THE INSTALLATION OF THE PROPOSED SEWER MAIN 0 �' �J.7 Christopher C. Mulligan (� �C)`� Q\�\� PR .F H. Io) ALL WATER AND SEWER FACILITIES ARE TO HE DEDICATEDa I IA MEBLY J TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. r� ) o d131672 �� -� < . SCALE 1 " = 20' -I- � or�AL F I J `�,I 20 10 0 20 40 PK) C\1 C) SCALE 1N FEET1 01 PROF. 8"x6" TEE (2)8" G.V. PROP. 8" PLUG cl REVISIONS DATE SCALE 1 !S m 201 CONTOUR INTERVAL.. 2 Feet 9 r<:1- loom 0 0 ,Iuj cr j cc Fm FILE NUMBER 8053 SHEET 4/16 • U a w � wll� N= Z� co (0 o� NQ QD a Q" Z Wo rz z o� Wm Q �Q ow 3 co � Z N Cc LO W°° c) o u- W WZ J co v, W co o > P o W rc rc p� W aW 2 ? Q� o w LL! _ a REVISIONS DATE May 9, 2014 SCALE 1 " = 20' CONTOUR INTERVAL 2 Feet Lf) T Y Z z U O > .J 0- Z m J U J � J Q W 0 D m a ...I O FILE NUMBER 8053 SHEET 5/16 ®ATE �1Jey 9, �91 4 SCALE 1"=29' CONTOUR INTERVAL 2 Feet L0 z CL J 0 w w J 0 SHEEN' 6/16 DATE May 9, 2014 SCALE 1 " 20' CONTOUR INTERVAL 2 Feet �M 1 Ir J 0 Q FILE NUMBER 8053 SHEET 7/15 REVISIONS DATE SCALE 1 °' o 20' CONTOUR INTERVAL 2 Feet Lo Tom r� J 0 w w cc Jjr rot `e FILE NUMBER 8053 SHEET 8/16 REVISIONS S DATE May 9, 2014 SCALE 1 " 20' CONTOUR INTERVAL 2 Feet 1� d z 0 J (L s 0 z .� 0 ��++ tw- w J u FILE NUMBER 8053 SHEET 9 / 16 68( op 671 c� WA Christopher C. Mulligan 671 IG Lic. NO. 03,1672 UNAL SANITARY SEWER PROFILE M TO OT-10-1 j OT- 690 37B OFF D Gy F3� A 10-1 90 66 u+ 0-r Z IN L °°J ) L0 00 z 685' r ci ¢ LO 685 00 111(f)o c� 1l�1 11r III III III 11 r" II z�xrz� zro z� Z(D C7cCorn 2w 0c0 2c0 co �co 0(o � II II II II II II II 680 v� <C U) co � v� ry cn r� rr� rx 680 650 675 — — _ 675 645 -_ - 37A 6702 \ 670 _ II'' 640 TS TO — -- U IV ,� ~` r. 37 8 ;� 66 L,F. 15 4 yo 11L F. DPE 0.53% c 15 HDPE C .55% -- CD II• 665 83 LF. 24" 665 L=j HDPE @ 0.60% \ 0+( 4" PVC S%L 0 2% 508 (TYPICAL) 32 L.F. 15" 660 136.. 7 a� HD E C? 5.98% PV I @ 0.62% 128.0, LF OF PVC C 1.20% '142.53 L OF 8" \ PVC @ 0.51% 1'I 44 2 LF OF " PVC 0 0.5-I , %1 4 655 650 645 640 II 635 fe EXISTING GRADE 630 FINISHED GDiv Horizontal SCaI : 'I "=50' Vertical Scale: I "=5' 625 4 v cS� ��c.•\I1 Jr) IS5 r r rLn ?C t0 a(r6620 . act'`o �cc� c co li II II c9 it II I! �, II II II - II 1- 11 1-2 II � II � 1! I-2 II r-Z Il F- z 0 Z C) C7 — 0 Z 0 0 C) 70 615-- n Q0 LO II sal II CAI L�(0 �CO 0+00 0+50 CO Lc) 0) Q0Cj CD c0 u 1+50 2+00 C0 tb -0� <9 II � >< r- W I'D 00 CV Ln c� W Co 3+00 O r- y wCo 3+50 n CO (0Lr) 11 1-1 co 4+00 cQ -� LjCO 4+50 Lf J O �(D II ai co w cc� 5+00 I — VC Q0 CAI II E-6 W Co Ln II � (0 w co 6+00 00 Ln (_011 Lq LJ CD 6+50 7+00 6) Co rr? w 7+50 STORM SEWER PROFILE EX 32 29 43 45 47 49 (5) 55 690 L N - Chu 00 L� 685 r I `)•- co r� � + � j r, 00 + LO 4 co � C; ram. � � C) r� I I 0 C6 co 11 ® c)ci w II � c9 c11 � r� ®r r F I I I I � ICI 1--�� cl w- c ` ry v;r� r- w F<-- cn( Wry ) c�� cn� rnry 680 � -- � 675 670 4. LF .' 33.31 L 43.78 LF 78.89 LF PVC ® OF324" .6 % O % C 4" pV @ 1.11 �„ VC 665 1 8.I7 LF O OF 24 � 0,80% 142.52 F OF 24" PVC @ 0.53% @ 0.753 PL / 0.56% 660 f9 24.83 LF ��4) C / 2� OF PVC U 0.85% O 1 ° 655 EXISTING GRADE - - FINISHED GRADE 650 orizontal SCa : 1 "=50' errlcal Scale. 1" 5' I{) 0 lr� � L0 LO � � CrJ � d ( > r--a) �' � ram. � � LO � I( (6 � � � 1� 645 '0 (C) 11 I�, c cry 1 ° II tSj zC) z® z0 z® :'© �� z0 zz zz zz z zz z zz zz 640 N r-) d- ro 00 N Ljd 00 00 �CJ �C5 �� �(D O d OU-) O C J c9 CD Ord c9 CO 0 CD O rry " IA Cd 11 C i L7 >< (0 >- CCU 0 lJ CO W(0 >< CO W (0 >< (.0 >< C-0 W CO W f.0 >< CO U CG >< (0 W CO 10 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STORM SEWER PROFILEEEC. #1 EX 'I 41 35 33 43 660 690 C 655 685 C + C z C 650 680 v 645 675 640 670 635 665 630 660 625 655 620 65U 615 645 O W CO 8+00 0+00 �f- f 00 � r0 0) CAI V) II F- II F- II 1— II r--• II `C < V) Cy: Wry ci cncy 119,35 LF OF - PVC 0 24 1.007 4.48 LF � P i 02.24 LF I.`16% O 24" F,V ® 1.617. C F 2 C F- PR©FILE 0FSET 50.000 — EXISTING GRADE FINISHED G RADE Horizontal Scale: 1 "=50' Vertical Scale. V=5' C) (0� �ei pro LO Lq r�� �i co -It r7 (�o (14 II II II II II 0 Z 0 > > > > > > > >> C9 C9 700 0� I` CO h C) 0) � f"^� � m � .-- � C d � CAI coC? CD �� Q0 �� �(.0 I 06 I i cs, 1106 11 00 1 I c0 11 CAI I I I I I c>j X c.0 X CC0 >< CO x C0 r— � I `< I� L�J Co LJ (0 W C.0 Lj C.0 W (.0 W (0 W 110 W co 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 690 STORM PROFILE 63 61 680 685 TO RM SEWER PROFILE 1m 33 31 � 680 --- - - --680 675 680 + EXISTING GRADE 11 II -- - FINISHED G DE C) c r� <C 675 0 675 670 V) 675 + rn + �r- o 0zQD zco � ® � 670 V) LY- V) r 670 665 670 665 I 665 660 665 35.99 I 660 ©r� 1.39% 660 655 660 655 655 Horizontal I 'ca e: 'I"-50' ScE le. 1 "-5'. 0V �Vertical 0 650'o 650 � Qo (D 11 II � z © C� :> > > 645 - 645 0 0 r r7 00 Lfl On O� CO -4- cfl r0 d" O Q001) I� L(-) CJ L(-) C) C0 Cd II (fl CV ll cco 11s CAD 11Cd co -r wi �� w1�0 w c0 r� w Cc >< (0 w CO W C.0 CSo w Co 0+00 0+50 0+50 1+00 1+50 2+00 2+50 3+00 655 650 650 645 f w<00 cO 645 640 "Y. ')0 $9 Q LO N 4 o 6 Lo LC) I � II II 0 <C I-�- � F Fy c rr cn ry cn ry 1 100.00 F OF '15" 1 PVC 0.50% 30.45 LF F 15" P V ® 0.82% i — EXISTING \DE �FADE - FINISHED c� Horizontal Sle: 'I" --50' Vertical Scale 1 "`51 / /ry LO A �rvew11. LO Lo c7'i rrj t0 1- 0 _ ® Z C5 > » zz - -- -- -- - - --- N r7 a LF) CO Ln 00 Lr7 (_0 r-- Cp Or 0) 0 01 IIL6 41psi II c „ co „ (S-) X LLJLLJ uQ0 (0 Co co 0+00 0+50 '1 +00 1 +50 680 675 670 665 6501 I 1! 2+00 DATE May 9, 2014 vi J 0 < LO LL J 0U F— J Old LU Q 2 mi vi FILE NUMBER 8053 SHEET 11 / 16 N r7 a LF) CO Ln 00 Lr7 (_0 r-- Cp Or 0) 0 01 IIL6 41psi II c „ co „ (S-) X LLJLLJ uQ0 (0 Co co 0+00 0+50 '1 +00 1 +50 680 675 670 665 6501 I 1! 2+00 DATE May 9, 2014 vi J 0 < LO LL J 0U F— J Old LU Q 2 mi vi FILE NUMBER 8053 SHEET 11 / 16 680 675 670 665 6501 I 1! 2+00 DATE May 9, 2014 vi J 0 < LO LL J 0U F— J Old LU Q 2 mi vi FILE NUMBER 8053 SHEET 11 / 16 FILE NUMBER 8053 SHEET 11 / 16 SEWER SERVICE LATERAL_ CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL. CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS FINISHED INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE GROUND LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHHOLE. 2' MIN 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN 1 05 �. SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED .. BY "SEALTITE",OR AN APPROVED EQUAL. 1 MINIMUM GRADE FOR SEWER SERVICE CONNECTION aIALL BE 2% (1/4-PER FOOT ) SALT 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM TREATED DIAMETER OF 4'. MARKER 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. PLUG END OF IAA SEC TI �� SERVICE LATERAL "j',,F45°0'0" R e.-- - IN LINE WYE- TEE PLAN VARIES �p I T L ICI ICI TI 1 pp!! � FIG. S-2 N.T.S. TD-6 _ _w1 z 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MINI 4 1299 d BRANCH 21 G I' r I NOTE: FLEXIBLE CONNECTION ALL CONNECTIONS TO BANDSTAINLESS STEEL EXISTING MANHOLES SHALL BAN BE CORED AND A FLEXIBLE CONNECTION BOOTbi " INSTALLED I AL, AIt H O N t'-13HOWING BRANCDOH TIE - IN NTS FIG. S-I D TD--2 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEVIARLE COUNTY SERVICE AUTHORITY (ASCA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 20 THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIM1I7ELY CORRECT T}1E CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WfIH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEOUATE RESTRAINT FOR THE VALVE DURING FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT: 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS, EFFECTIVE JANUARY 04, 2014(SENATE BILL 3874, WHICH MODIFIES THE SAFE DRINKING WATER ACT;), EXISTING PAVEMENT PROPOSED PAVEMENT REMOVE EXISTING I -SAWCUT THROUGH SURFACE COURS 12" EXISTING SURFACE COURSE 2"f PROPOSED SURFACE COURSE _ // 6N'TERMEDIA TE AS•PHAL ]` .... BENCHED PAVEMENT BASE ASPHAL I/ �y� 'V= ° J JOINT W/ ASPH. 9 . TACK COAT ©��ad °' tAGGR. BASE ®�.:4 o 0 0 0 a. ac� c1 crn NOTE PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT L PLACE 5' GALV• " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE--, :0 / v I ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO, 4905 if (SCREW TYPE) OR APPROVED EQUAL ur ro -� M.J. GATE VALVE WATER "rl l h 1 I rl LINE 2500 P.SJ. CONCRETE 2'x 2' BEARINGAREA. THRUST BLOCK 4 J Q a v NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. I0"11,AL GATE VALVE NTS FIG. W--5 x FOR ALL BENDS m, - AIN T SECTION 1-1 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1"x1"x1" TEE NOTE, No NO SWEATED FITTINGS DUAL SERVICE 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE ''K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. � I CAST IRON LID FINISHED GRADE _III III . jI' " " III = BROOKS 2200 SERIES BOX I 10"-'15" I - WITH EXTENSION OR _III= LOCKWING [I-- III. APPROVED EQUAL IN -1/4 BEND COUPLING (IF REQUIRED) BALL UNPAVED AREAS MUELLER NO. H-15069 I") �1 VALVE- g Ili. NU. H-15068 1/2", 2°) (INLET & I .I CUPPER5ETTER FORD NO. LO2-464 I ') OUTLET) -III - (PLACED ON STONE) N0. L02-66 i 1/2") III== McDONALD 20-209 W IDD 33 NO. L02-77 2") 36" MIN. i �� 11) OR APPROVED EQUAL OR APPROVED EQUAL -If - II { METER If w<' as r1PxE� r 4" STONE BRICK AS CORPORATION STOP (1", 1 1/2", 2") BEDDING NECESSARY MUELLER NO. H-15000 FORD NO. F--600, OR APPROVED EQUAL i {� �+ � ICAL ERIVIV T L9IN S TALLAT10N NTS FIG, W-6 ADDED FEB. 16, 2006 TD-18 TD-19 max 2 L k �.: max PLUG p T % J 2 / r ° I FOR TEE OR WYE FITTINGS - WIDEN! TRENCH TO ACCOMMODATE / ANCHOR IF REQUIRED. 45° MINI" BEDDING AS REQUIRED I R / T PLUG 4' NIIN T \" ' -- SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H I T L H T 90 2.50 150 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1 /2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 $„ 45 2.66 2.66 2.17 0.26 22 1 /2 -1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" c1c 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1° THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE Ft SIZE OF ALL THRUST BLOCKS. (DRONCRETE THRUST BLOCK NTS FIG.. W--•3 TD-14 -- 24' PRIVATE R/W R/W SURFACE R/W ROLLTOP _ ROILTOP CURB 1,5 SPiI-9.5 CURB 1 3 - 1 /4" 1' 1/4" 3'. 7 BASE SUBBASE 2.5" BM-25 4" AGGREGATE(21A) 1 ° 1, 2' 8' 8' 2' FACE OF FACE OF CURB CURB I COURT MONO WAY KT.S. 61' R-O-W I R/W POINT OF R%�/ 13 4° 30)00 PSI CONCRETE FINISHED VDOT ST'D GRAD �\ " VDOT 4" 3000 PSI ..1 �m�1 I CG-6 6T'D J.5 SM-9.5 CONCRETE ` :1 J 1 / f. 7 0 a 4 VD(OT 21A tr 3 > ^: ,� 4 " ' JDOT 21A STONES BASE 6" VDOT 21A 3" BSA-25 4" UU-4 6,a 21A4" UD 4� „ 6 VDOT 21A STONE BASE STONE BASE UNDERDRAIN SUB -BASE UNDERDRAIN STONE BASE 1' 5' 6' 2' 2, 6' 5' 1' CONCRETE PLANTING 16, 0,5' 16' PLANTING CONCRETE 1 SIDEWALK STRIP 0.5' STRIP SIDEWALK 30.5' 30° 5' CLAREMONT LANE & FIELDING RUN DRIVE i+l.T'. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES-- CLOW MEDALLION VILL E THREADS WHICH IS M�eH MODEL '129 THE LOCAL STANDARD. OR APPROVED EQUAL / � V LENGTH OF BRANCH. VARIES 6' MIN 7 (270°)W., ' TO 10' f. VALVE 7 CU. FT." BOX /•.��\ #68 STONE 36"MIN VALVE `J J i . VIl 2500 P.S.I. CONCRETE -- BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE a �' .:all/ 8" X 6" SOIL. TEE STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. T LLATIONIS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE ; 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 1 MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DI,rCFI. 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL I ur"IH"Y"f-- INT TD-7 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I „ mr, 24"MIN 24 MIN 8» 8" INITIAL BACKFILL a MIN. 1,J I 6" BEDDING %/ �1 i #68 STONE * STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION -- "�ml 0��� - a 36" MIIN UNSTABL�E 24"MIN INITIAL BACKFILL � 24"MIN fi FAIN S l 8" ( 8,� 8„ 81, � MIN MIN -6$ 68 MIN MIN . STONE STNE _ STABLE �r SOIL OR ROCK' 'STABLE SOIL OR ROCK' NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO RUCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENal. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE Ii\ITAL TI+CI�I II NTS FIG. W-2 ® 12 Han i �W� E Ol' tj f G < ( I p °°� I 131 4' (MIN.) 4' (MIN.) / aaa pa,e a --1, Qae �aa b a Ra . 4' MIN.) X LIP MAX. AREA OF COLORED SURFACE TYP 0 C) C) 2.35" TRUNCATED DOMES AT "2.35 00000 rYP .2 WALKWAY TO ROADWAY TYP 0 10 1-0.9» RAMP � t �-�-- 2.35" TYP* TRUNCATED DOMES TRUNCATED DOMES (Plan View) (Profile) = DIMENSIONS ARE CENTER TO CENTER 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2% (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. r r 6 G � r RAMP CURB, AND ADJACENT PAVEMENTS .HALL BE GRADED RA _D TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. TD-13 N Christopher C. Mulligan Lic. No. 031672 JS/ONAL vIES AT r1PS GaG,o4Goo° �_ SEE NOTE 9. Y" LIP MAX. / AREA OF COLORED SURFACE TYP 0 0 0 2.35' " 2.TY 00000 TYP 0.2" TYP 0 0 0.9" --I -i`"°- 2.35" TYP" TRUNCATED DOMES TRUNCATED DOMES (Plan View) (Profile) Notes: THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2% (1% MIN.). THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE KNELLS, SIGNS, ETC.). CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET, ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 55' R-O-W R/W POINT OF R/W -I 3000 PSI FINISHED 3 • CONCRETE VDOT ST'D CG-6 GRADE " 1.5 SM 9.5 \ a VDCG 6T D 4" 3000 PSI CONCRETE . - - 1/4": 1' 1/4": J g• r 4 VDOT 21 A4" .. r VDOT 21A STONE BASE „ 6" VDOT „ `1 UD-4 3" BM-2 6" 21A 4" UD-4 . „ 6 VDOT 21A STONE BASE BASE UNDERDRAINI SUB -BASE UNDERDRAIN STONE BASE 1' 5' 6' 2' 7' 6' S, 11 CONCRETE PLAN 1ING 0.5' 13' 13' PLANTING CONCRETE SIDEWALK STRIP 0. 5' STRIP SIDEWALK 27°5' i Ca All DATE May 9, 2014 J W L 06 ♦gel 0 uj F- Z J z 0 `�"" W W J`' W J j 0 v91 FIDE NUMBER 805 SHEET 12 / 16 7M ;= REMAINING BACKFII-L SHALL y NOT CONTAIN ROCK MATERIAL 36 MII LARGER THAN 5" IN ANY 1 DIME IISION 24 MIf.J 8 MIN EMBEDMENT NTIAL BACKFILL* 6'' LIFTS) u THOROUGHLY COMPACTED BY HAND OR APPROVED SPRING LIME I MECHANICAL TAMPER OF PIPE - - , - HAUNCHING NO. 68 STONES` BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL ARE UNSTABLE S1�CONDITIONS <<\(A LL PIPE) NOTE I.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT-RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6'' BEDDING OF 1\10, 68 STONE TYPICAL SEWERPIPE NTS FIG. S - 3 TD-28 SIZE BRANCH AND VALVE THE 'SAME AS WATER MAINI-11 WATER Va1RIF• , �a a �- NO (PROJECTION OF PIPE ABOVE GROUND LINE NO (PROJECTION OF PIPE ABOVE GROUND LINE TOP OF PILL � TOP OF P!I � TOP OF FILL--,4 _- _ - GROUND LINE H - GROUND LINE H - GROUND i INE H rrrrr r✓✓✓ r✓r'rr ✓r%r r r rrrr rr rr rrr D�,12„ :, rr rr EARTH rrr rr rrr.._ a,arar ROCK OR Df12" ' -•SOIL (.DINS; D.1g„ EARTH: d 0J2 �,° _,�•� H.✓"" D/2 I d DJ2- BEDDING I MATERIAL MIN. 1/10 0 I DEIDINGX N D X I+ MATERIAAL MIN. 1/10 D Via' PER X ,F D X DEDdING MIN, 1/10 0 T 1' QF H MATERIAL X t D X MIN. MAX. 2d° FOUNDATION SOFT, YIELDING, OR NORMAL. EARTH FOUNDATION SOCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LIME MIN. 1.5 x D MfN. 1.5 x D MIN. 1.5 r. DMIN, 1.5 x D TOP OF FILL 1i�). 1.5 x D�MIN. 1., x_P TOP OP FI L TQIy' OF FILL rr " D-12 GROUND LIMEdrLINE ne r rr rr rr'rrrri Do-12° rl' OUND D''12" rrr✓rrrwrrrGROUNDd r: O/2 r rrrrrr w d •;.. �: LINE.. j 'EAFITN 1 m ' �-� MIN.1/1D D DING _ _h MIN. 1/10 0.� X �+ D -W X BEDDING MATERIAL SOIL !`��X V1O D BEDDING !MIN. X _ EARTH NORM EARTH FOUNDATION PER tBdATEFIN 1' OP H X.24, ROCK FOUNDATION MATERIAL FOUNDATION SOFT, `YIELDING, OIL OTHERWISE .UNSUITABLE MATERIAL BEDDING MATERIAL. IN ACCORDANCE WITH NOTES, SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR PLASTIC PIPE, THE LIMITS OF THE CLASS BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL 1N ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECT ON 3O2 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE; CIA VERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107,00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED GLASS' CONFORMING "1'D THE SIZE REQUIREMENTS FOR CRUSHER RUN EMBANKMENT AGGREGATE SIZE 25 AM 20 MAY BE USED IN. PLACE OF CLASS I BACKFILL. SHEET 1' OF 4 INSTALLATION OF WIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD IONI 3 2 30)3' REV 8/07 VNL#' MA "DEPARTMENT OF TRANSPORTATION 107.09 THREADED COUPLING VARIES PVC NIPPLE AND CAP or PVC SLEEVE BRASS NIPPLE AND CAP VALVE BOX LUBRICATE ALL THREADS M J. THRUST BLOCK PLUG METER BO)X (SEE FIG. W-7) 1 q £3 C1 ` VALVE BOX -„, NO., 57 STONE - M.J. FITTING q T}_ 2" PIPE SLOPED TO DRAIN IF 2" GALV, OR GRADE ALLOWS TODTEE LVE 1-'aa VARIES VARIES BRASS PIPE PLUG 2" THREADED TAP ON-LINE DEAD END (TYPE "B") (TYPE "A„) TYPICAL h J FF A LY NTS FIG. VI-8 T©-26 ROW-D C'ZASSITMA IO-1V• a_5"6HTDUZ1E ROAD NAME STATION VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM-9.5 BM-25,0 21 A CL,AREMONT LANE 10+00 - 12+93 240 32' '1-1 /2" 2-1/2" 4" LOCAL ROIWCROSS STREET 12+35 - 18+18 400 26' 1-1 /2" 3" 4" LOCAL COIURT MONT WAY 10+00 - 14+tit I0 16' 1-1 /2" 2-1/2" 4" LOCAL FIELDING RUN DRIVE 10+00 - •12+70 200 32' 1--1 /2" 2-1/2" 4" LOCAL MANDATORY INSPECTIONS AT THE LLOWIN PHASES ARE REQUIRED FOR R AD THAT Al l PROPOSED TO 103E STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED, ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. IV. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINA\I INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTRACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. I -11 601 Q- TO THE EEC. SAID ITA Y SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO 7AP THE MAIN SEWER LINE AND INSTALL A 4" OR 6" INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO 1. THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING & PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON REQUEST, THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK, 2. IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY. J. THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 4. WHEN TAPPING THE SEWER LIN A MECHANICAL HOLE CUTTER AND AN APPROVED SADDLE MUST BE USED. THE TAP MUST BE MADE SO THAT THE SERVICE LATERAL CONNECTION WILL ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN 45 DEGREES. NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE. 5. WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION IN ABOVE THE SHELF, BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST INVERT. A CHANNEL OR TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT INSIDE TrIE MANHOLE, 6. THE SEN✓ER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY LINE AND/OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE LIES, OR AS DIRECTED BY THE INSPECTOR, 7. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN HIS POSSESSION( AND/OR FURNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR. 8. WORK IN THE STATE RIGHT OF WAY: A. THE VDOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK. B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC. C. ONE-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. D. THE TRENCH MUST BE BACI(FILLED WITH 71A STONE, AND COMPACTED AS REQUIRED. E. PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS. ALL PAVING IS TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS. F ON STREETS SUBJECT TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY BETWEEN 9; 00 A.M. AND 3.00 P.M. PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTOR'S OFFICE MUST BE NOTIFIED FOR FINAL INSPECTION. MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE BE PLACED ON THE LOWSIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION. DURING CONSTRUCTION. AFTER BACKFILL. TOP OF GROUND ,. -- SLOPE ° 4i -� - COMPACTION PER COUNTY SPECIFICATION THOROUGHLY COMPACTED TOP OF PIPE FILL AREA TO BE FREE '12' OF CLODS, DEBRIS .- DIAMETER OF PIPE STONE BEDDING AND BACKFILL MATERIAL •�Fd O r k ���' i MI �M.';� 1141 4" (6" IN ROCK) NOTE. CONTRACTOR MUST Christopher C. MUlligan Lic. No. 031672 ONAL I I A"! Xx STFiEaT PRO,'?,,, S 4AE SURFACING {RALiS'rJ5 °v n,r J EE h5 ', � 1 cz •- r' I 1 AS 4iP,EIi.i,i._ ROADWAY d;aEE L'dCT>w �) SIiJY1L8 ff?8 ,.A%R53 P �b PB I I ) UNCTION FOXES, TRANSFORMER PADS,PEDESTALS, ETC. i t Df9iS TO A s SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY,. .- G l I ON ShCS,d Cl L ,,r GGENERAL( , s d R LJ S C3_ U AhdC) t;UTTLfi y ,..... ...; I,3, Ur wJi e Y �,i.a - /ARIE� .:., r t 1 � G�zLi k. ,4r_,,,,•.dC .,. r 1. METHOD ,A PIPE. BEDLIf1U SHALL BE USED FOR T(PE.. OF PIPE CULVERTS N TNN THE � r- :...ate,.__...................»........_.._..,uh.,.._.»<.,:..._.._ s1,J€L_T. PIPE -._ _.. I. ", ,,. ...,,.... .._.......- sa . r APPLICABLE - , i .; '` P. C OF COVER LANCE .VO.EC7 I. ,, q -.-v-. _-....... _...-.--..,....„. .. r-.. , f. N ..H� uTr IDARL7 F.�. 1. TABLES Ji -•. ems.- s I 4 .._...,.w,......-....._..,,... .eu^ .,,.3...E t _ I a ILE_S �a _.i.LsTiN OTHERINISE NOTED ON THE PLANE. ,l L. H HEIGHT C)F' COVER MLFlSURED FFNOM. TOP OF CULVERT 74.. FINISHED GRAPE. ' - S L E G_ €uF:E $4i7TL2 t A „- OPTIONAL ... 3.:5.._. EX,.,?,V..T,Qf1 DEPTH AS SHG4'tlhl: 01'I PEPd'IS OR f6 FIR,vI BEARING SOIL.: FLOW LINE , ¢-t "�¢.:.... i. ,,. .... .... /..... ... / 1. / J -,. _ CE' a1E31d 1 TiiTrd UI� �.�f �i=,)� ,�1� -1 LOWER END � O� CUTS wa f Fl`CIRCULAR PIPE EAP ,iaa-C_`iLR LINE SECTION 1tAs,.L G� t3TN TfFt ,,:vu1 MRiERr'CJOINT I � •�,. EdF 1 DOUTSDE DIPAFTER OF GIP_.jolt IhlalUE DIAMETER OF PIPE. ._ ;) iAQiE V11JTH 118* t CT4R _ a MAINLINE ROAi4' AY TRENCH # , r:;F O I'V"tw_NJV mS.-"' - PAVi`...t.li>+.Y�3 FOR RENClH PLACEMENT � _ a- -, N , O, SF13�J i cif TYP AL SL,rr���. .,,,., �,.. -:1. JI lr; PIPE 3. X. =WIDTH OF 'I BACKFILL ITIANMATERIAL k3E't01JD THE ERTRCPaIIT'r OF 71-iE GRIPE: � _ :.... :..... .._ ...,:,:, .:, ...:.;,.._......_.: .._..�..._:m,.. _ aEdG!EE?JzE: I-I£•d_E:... � '��m.. Pe---' flkiv.t�, x'Ql i'si 45 X = 1 t�� ,JVHERE d" IS LESS fl IF",N 36"-... 1 -tJEct A.. &.0 `:.. X it} WHERE N I� ,5o Ah1D. GREATER. -g,.:g�} - L :l`3f VIEW � �. � r� / _a..5.."'-- `r... �, ?.MC„F€ TE7>,. 4i €�,L#� .. - r _ � V •Z� .:. �E E;N L'°aE ;,....;r WATER SL'✓dCR ;y. „�„,,,,,,... .,E E,F},,.r,£; K` 4 WHERE DIRECTED 6Y THE Fi{GIfJEEf,.BEDDIfJG MATERIAL hrl,Af BE :LIIv111VATED FOR. .3 „+ � c* +�. ' a €d • ra r- IURp:PL EARTH F auN ;TIodS UNDER DER ROUIiL ENTRANCE (EXCEPT CEPT PLASTID PIPET 34" AND LESSIPl DIAMETER WITH HEIVl OF COVER 1SORLESS. o-_u tC? al ? VTa rfi - U a. REGULAR BACKFILL 'NA i z - Ia7}1Lh11 R#.,RT<.f Simi `> >. ^ R. TERIAL Ii1A'f BE USED IN LIEU 0 F, ;a t' - t. GLASS H,vGI;FIIL IIAfERI.L FOR - - t Tf €- t •,;'' A A4E. €#u. A .,ATE CJ CWU'a:,EL . .-,. :..,, ':: - _,. ,.. _..::- r+LL FOVNDATIOrI TYPES FOR UTIr E�i. � � I= t.,, 'iU'Plif'3'aI3rJL1E' :.:11i£4dE - a.- a R RQ Ic H RAilCE PIPE' ,�x6LPl. PLASTIC NC PIP_).o ]. ArID` U.ra., B,.Lk., PxU g3 r. S,.'Ai..1 €,_�.Pt EO„i1r2 9acP7.(t,.. y. LESS IN DIP,6IE.IER ININH'H'EIGHT' OF COVER 15,'OR LESS: LOCATION OF OTHER UTILITIES G ,- ,. ER E T i 2; € L,C F C11Z PLAN ._. r r!,.. k. .. S.b „ r CABLE, r CirE CIIAr6 E f'` _ - GAS ELECTRIC TELEPHONE _„� 1 , i UNI�ERI7P�ii � _� ET_. � ,� .�...- �_ �PL.A.�rsVl�.�11 Or ? i {,{)�A�}€'�rTdi` �1N t Eli 6 HEODIrIc n1a{ERI�_ ,.,lu cL.d�� l e„LI.nLL rnArERu.L retar R.. LunalNr,rm FOR SHOULDER ( 1 c��TiCa*i,�z. rl„CtkA I.it�€ , �.g 1 m SLOT INLET (DI-137 CUTLET: fIPLS.IP1STi'LLATIDIJS. _. _. w....:e....,.�...._.._...._..,,..�..>».... ,.��.. ...»....,.-..,�.,._,.-: .��..,..�:...'- .�<„..,n.,�.�,_.,,.., E+Ah;L3raT` ROADWAY OR RLLIP CICAL PIPE fax M.1% SL€?F'E `7 ""�"" "r---�'-,r-•�'a----r- C"" �"--�>--- -, ` _ CNAaSE %A."#it';,G-d(F 7A>st ourslPF SPAN DIMENSION OF PIPE. M _ EASEMENT WIDTHS: `b1JATER OR SEWER ONLY - 20' MICIIN'IIJNI <• �. .< ..;: � r. _ � WATER & SEWER r� � ;>UE.Cf,,:� J:°2 E.�FsEr&7 .,.:E, t3lEGcC,. ,, 1 taJh.>L. as -: INSIDE 'SP,�I'J DIIIECISIf]IJ OF PIPE. 3 J NIINIuIUNI -3., ,. 4 R OUT SIDE Dli.FfPIP ,..i):li?)�FeF.:F_EC€ tY-k€4C:aCa.E 4.X}IDrH-OFCCLASS I3AChFIll F4AERIAL3EYON .THE;TR°MITI F THE PIPE. ca,>.€r , „T OR 1,16 5"AZU >f3CGtRV?GTG(F`ENTRANCE tTr `( 12." WHERE-5g IS LESS. I15l AGOREGAIE, #. (t AaGi?fGAIP, OR CRIIS .:F0 x la WHERE SO 15 36 AND GREATER'. ,, CSTRECT' CPS CHANGES -. 5, WHERE DIFi.E(,iL3 BY THE ENGINEER;-f3EDDIiIG MATERIAL MAY Bc �LI,.,IIfIP,TED FOR l E Cf3d'Ra�sLS 'h`ITr{ r, P+A$y'F!t?iDLiG C�f$VE:,. al..s,a.• >,tEM titaG. CfAy Gite,LaA€,E}Pe. Ix.k,.al.i,,.Ek?.,.P§7 .�... S EARTH CAr'�;vAc;:S I EI AL NOTES NU�ihiPL FOU`JDATIO;`JS UNDER... ROUTIIIE EfJ rRAfdCE PIPE YVHERE: 5 1 IS :3a° OR - F - _ \ _ _ �. FQRIr 1.,•u:,� LEss ,+hlD HLIIFIr GF c0'✓Ef 15 a LEss. SEE PART 3, PARAGP,APH D, S_PARAFIOII OF WATER & SEWER SY FEf:1S. SECTION I q ;>, C - CAl ! ,ATE CON i h%ATION t£i-JDEaDRAIN 'WO 1. ,HOT BE A „I L_iTHt 5.�EY .PrGlu D,. ? E f. E -0 D #sic STAEILi"' 6. REGULAR BACIRFILL MATERIAL MAY BE USED IN LIEU OF. Cl-,A]5 I BACKFILL. MATERIAL FOR _00ATED A1- T. (,:a CAI T SYN,,i. (sOTi #3F3d-`>-,f +^PSiT :JV€.E+.f'A L _ .tiEfi: iELL..FCUIIDATION TYPES FOR ROUTINE C'`ITRP,NCF, PIPE WHERE Sn U 38 04 [5`.d PfJD 2, TRENCH &HALU 6E FiFLF0 '60A PAC,GRE:GATE AND T{£ffC,€;iillk.'t HAVD T>n,,,F09 TO ]]EIGHT OF COVER 15 ON: LESS. - 'w5IJRE CO r+.ArT N PIPE ARCH B NON -PERFORATED ;. _ ". E 5, &,i.1 KEI I i, f', iNA (ir,G AT THE: fG r 0 TI T€ V, `Ew lfa t A E.M Nr 1 •dJ - " :_...,,».:..„-�w,>'. . ..)UTI_LT 1f.`„ [ ,.: , SUA.:E_ RE . t ,,,i,.,,G Di': a"s'01R,IV'E PAR, TO ➢'d k .3€ioO_QE S-I-011;:. : h?IrP,',. i:S %: 1. S. SPAIN DlIAEHSIOH :OF PIPE, 2 R = RISE DINIELISiON OF PIPE'. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AF 3.. B:' - '.SCE RC:-' ABLE � PIPE -.." .. .. APPLICABLE, PIF L n1,9.fEr�.IFlL » , r CO TO FF, RIGHT F WAY. in r -,. t. I. ..iP i i. i .2=l .. f. r EZ 1 r T_ ,� s .. S £a.. � �1. ,E x3 k :}. e.. WIDTH F .' WHERE .,. 3 t. �� €, -. .,.. O BACKFILL AJ.ATERIAL. BEYOND I 1'-. G,l. a.lEl�t: >. 1.Ei`.,,.t. : ,., .. , D THE EXTREMITY O TIiC PIPE...x� �. F ,..:.,.-...,<-..>..,�. ..,,....., .-..-.---- f't7f£.E, .; k`p#? ,J,aC...f.C'FfAtd<, tFi>.'f' r`d»i rc} Hz-. .,C,.htC..1a .;tr .a }a_s. Df?f3".i. („�xTO ('r,ti,!=. y-. ,r�� v ,,..: ,. ,. � ��.. ---- ,.. 1-. VrIEPE 5.> I LESS S Tr1AIJ �G , !E E Gr. PIPE c � � �� a c € e .tA, r, fr£A wT€:.N i;aEE:{:;. I7�:, PAr�NtiU,-t-a. x 18' 4VHCi�' S r -/ i'.4 dfltvP LiiFiO_i..N dJ:., , d,. ,» r WHERE 'z IS 36"aCID GREATER . i VJHCRC DIRE6 iED B( THE E I ,a ,.. a NGIIEEB. BEDDING �Y .. _. r , I,iF,T�R�>aL hv1A BE I iJ ',: 1,.,3iF1 YtAL;. iiC. f.3-t�;T U.'. ,'r '.!., ,.. i o ,-m, 6., ...� r.. s. i:. N,N: ,e Itr tif.. ,,(gal.., -I. _N ii,3x Frr�r;.P,1Ed fid?E,M, L�.JAf I FOR: -.,-» {., rrt _ rEt _aATa ,,c,fltr GiNCAETE ----- :'-, -- s:a- >x, � ;#Vc->'; '� FORMAL FPRTHFQ4JIJDFTIONS IJNgEfil P,OUTIfIE ENTRANCE PIPE 'fdNERE:S'a IS V5 OF h001H INAU PE ,.} r-.I ;' -3. k. IS7 P'."t�>. 'e-,. t'±,,i,i r,U,.,t..r 3.I E. erzl [�Uvf _[.. d,. ura_1. LESS AP1P HFIOHi OF COVER 15 LlR :LESS. 5E WE iRT FtENAnON AT GUEN'D OF OUILET I"E TO elE A MINIMUM;}E €'-t}" PEOVE uvERi F,t:FSJAfW.CJ Or R5C6d,.4£3: CIR.ATNAA1C NTCw I f}@. mTRIJCTJRE.; 6 REGULAR 13ACKFILL VATERIAL MAY BE USED ITT LIFU OF CLASS I BACKFILL t1ATEBiA.L FOR. ,�� ,�^� ALL FCUI1DATION TYPES .FOR R,OUIINF EIlTRATICF,. PIPE. (WHERE i. IS 35 OR LESS. AILD RSPE(JI N 'a,„r'"C 7< AL! E)tdN,Lc`TtC�3 ,C G6F# it fS, E'rs V°dINN PAY , R+i n FOR DUa'v.kT PtRi: E T� HEIGHT OF COVER 15 OR LESS;: _ 3F, `4'Q>^LL T€ I0<N" ', V41P 3 - .M,'HZS TIE OF THE; FtIIME, CCRU$HiNO STRENGTH AS THE OUTLET RPE, Et,0i, h.,,F..k. ACC( EIl.t,u .IQ A RY 0.-242 A S,%GErLLC16N, 6,C:-UTL PIE'f;'TLb Ck S; iii7r?FLY r'G�Dai'C.t.7fG '.Gt fYi-#3U€; CJTNEP. ,3 ". Y3AGF UTILITY LOCATIONS EASEMENT WIDTHS - £rlFrrTi�ra _ sEeclFlcrTlCATION NTS �REFERENCE METHOD OF EATI xA _IU1 �FIJC-U CULVERTS 1 �G C-Rail S FIG. w, „ � STREET .� C.ACOMBINATIONEl COMMERCIALAND 5G2-VISRCIT11A D PAr,17MENT` OF TRAT El t,T9,DS: J'3� IPdl,A DEPARTMERT OF TftA`ASP0RfAlIUN ..... _. ... ,.... - 10, .00 IIRGINIA. DcP..RlML11T OF-TRANSPORTATION ATK,N { t�, �EaN ..a�,- NOTES $ £ Y e- d £:r'1 CO-Y9IS aU FD FCE1 SLR"'E1" CCas�3d�ECT€,�?HTr31° COW,W-CTION MUST BE DESid?"gfff IN AC65ROMICL WITH A" <l I TC POLICY 94D TCE APPLICABLE E REQUI REW reT S Or THE VOOT ROAD DESIGN M4,IUAL, UNC UDING !aKGHT DISTANCE TdEQURE4,±ET#TS< , 'W EN THE VITRANCa RANit CANtIOT A COiAslr UIDATE 74 TUa"Ta INj REQUIREMENTS OF' ANT)CPATrC@ OCA'VaY TRUCK TFA'FIC, THE DEPTH FOR SIDEWALK R, CURS RAIAPS WITI'AN THE LIMITS CF TW_ TRADIiSHOUL.D B 6C Y ASED TO 7°,, , WHEN USED IN CONJUNCT;ON WITH 'sir RARD CO-3 OR CT-7 TIC CURD PACE t}f€ THIS °TANDhRO IS 10 BE AEl'itSTED fi4 bs#ATCcf TIRE 9,iil£a,1YIwE CIJadE7 C',iS=ve tC t AVON -SEE STT,OA±D CG-I2 FOR 0rT;3'L?k}.iP T7 SICF3 i'o EE 'IF E"s WITH THS a:A€ii?ARUs 5OPTIORRu(°c£. EL,iS`3.UME KAY REQUIRE WARP0,T' OF A POrfftON OF' FITTER TO PRECLUDE POEICrIt®G CP WKfER- aE S E:N°IRk�IC,:I`i� NOTES S. PLAvNS ARE TO PNDICXW WHEN iCONSTti:TrEHOP4 Cr A FLOW ? NE IS PE£)1TRE'C TO PA' 1VIPF,, POSEOVE DR?VNAGE r CHOS THE; € NTRAVCe. r, MA I INE PAVi�MEDT SHALL BE CONSTRUai TED TO THE iR/W LINIE IEXCEPT ANY SU"`4OWOE ST:*SiUZAT)ON - REQUIPEs7 PCP 'MAINLINE PAVENIE,NT VA,.CH CAii PE' OMITTED IN THE FN WANC1 j S RADIN J C OR COMUIdA£$L?#1 CURS AND t`UTTER -3f1#'LL NOT BE 00fi RTFiV Tz D BEYOND THE pd w Lg4c. EXCEPT FOR REPLACEMENT PURPOSES. J. IKE DESIRABLE 040 MtvX,-ilk? ENTPANCE" GRANDE CHANCES "0" *tic» LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE T SSE tI°; U S ,'�.TRE. NOT APPL.iCPOLE '10 STREET Ua4NECTIONS4 ALLOWABLE ENTRANCE Rjq, )E CHANGES ,- o GRed?D C"Ffo-vRG6 E€nTRAa'1GF 'axL1l.UME Da, -g OE RtArSIE M 'IMtki HIGH 3 4it}rt i- vq 1-600 '�f€ o T 'rlECittmi rCic3 1'at7ia YPC � ,� ,« � » Sh TRrT,'�_56_t2 VPD- USX Y r1<t€E= rlt KiY1FCt E¢ T R 1T fRfis'E `i`Ai>lf IS NOT APPLK'ASiE TO STREET GOWNECTIONS CC ::tL ;titiS,CA F__� REVISIONS DATE May 9, 2014 ------------ co FILE NUMB ER BER 8053 SHEET 10 / 10 M DATE SCALE 1 °°m20' CONTOUR INTERVAL 2 Feet L z Ir mom" J FIDE NUMBER 8088 SHEEN' 14 / 18 DATE May 9, 2014 SCALE ill ®20' FIDE NUMBER 8053 SHEET 15 / 16 DECIDUOUS TREE PLANTING GALVANIZED GUY WIRE GALVANIZED. GUY WIRE SHREDDED HARDWOOD MULCH MIN. 3" DEPTH BALL DIAMETER 2"X2" HARDWOOD STAKES 2"X2" HARDWOOD. STAKES WRAPPING REMOVE BURLAP FROM TOP 1 /3 OF BALL iEARTH BERM iAROUND TREE ;LAP FROM BALL ARTH BERM ;ROUND BED D HARDWOOD IL CH DEPTH) 472 LINEAR FEET OF ROAD FRONTAGE @ 'I TREE / 50 LINEAR FEET = 9.44 STREET TREES REQUIRED 9 STREET TREES PROVIDED 508 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 10.16 STREET TREES REQUIRED 10 STREET TREES PROVIDED 854 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 17.07 STREET TREES REQUIRED 17 STREET TREES PROVIDED 501 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 10.01 STREET TREES REQUIRED 10 STREET TREES PROVIDED QUANTITY SYMBOL BOTANICAL NAME COMMON NAME HEIGHT CALIPER @ PLANTING SPACING SPECS. 10 YR. CANOPY 8 AP�. ACER RUBRUM & CVS. OCT. GLORY, RED SUNSET 1.5" MIN. 10' AS B & 8' 397 4 -Po QUERCUS ROBUR ENGLISH OAK 1.5" MIN. 11' B &e B' 329 6 PO PLATANUS OCCIDENTALIS SYCAMORE 1.5" MIN. 12' B &e B' 1,253 9 LT LIRIODENIDRON TULIPIFERA TULIP POPLAR 1.5" MIN. 12' SHOWN B &c B' 387 EX. PROP, 3 9 FP FRAXINUS PENNSYI_VANICA GREEN ASH 1.5" MIN. 12' AS B &e B' 604 3 1 PA PLATANUS X ACERIFOLIA —]—WILLOW LONDON PLANETREE 1.5" MIN, 12' B &e B' 368 3 2 C2P QUERCUS PHELLOS OAK 1.5" MIN. 12' SHOWN B B' 370 BLOCK 15 = 2.9 ACRES ,t1 a �, � � w ♦ `� ;li �+ '�i, _ � t�� _ BLOCK 15 CANOPY = 25,265 S.F, EXISTING BLOCK 15 STREET TREE CANOPY= (3*604)T(3*368)+(3*370) = 4,026 S.F. PROPOSED BLOCK 15 STREET TREE CANOPY= (8*397)+(4*329)+(6*1,253)T(9*387)+(9*604)+(1*368)+(2*370) = 22,037 S.F. TOTAL TREE CANOPY PROVIDED = 4,026 S.F 22,031 S.F = 26,063 S.F. Christopher C. Mull Lic. No. ° 031672 �� * TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARL E COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT * 71MING OF INSTALLATION: ALL LANDSCAPING SHALT_ BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR 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 STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. * MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN, * MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. * ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT * TREES SHALL BE 1.5" TO 1.75" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. hd u0 w > LLJ 0 < i < z FILE NUMBER 8053 S PF SHEET 16 / 16