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Home My WebLink AboutSUB201600017 Plan - Approved Road Plan and Comps. 2016-08-05GENERAL NOTES OWNER/DEVELOPER: 07600-00-00-05200 07600— 00-00— 052ND 1 FORGE FARM, LLC JOSHUA OR MALLORY WHITE 2 195 RI VERBEND DRIVE 1179 SUNSET A VENUE EXTENDED 3 CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VA 229903 ENGINEER: COLLINS ENGINEERING 5 200 GARRETT ST, SUITE K 6 CHARLOTTESVILLE, VA 22902 7 (434)293-3719 TAX MAP NO.: 07600-00-00-05200 (D.B. 4568, PG. 582) 9 0 7600— 00— 00— 052ND (D. B. 4391, PG. 463) PROJECT AREA: 10.40 AC ZONING. • R-4 RESIDENTIAL, ENTRANCE CORRIDOR (ARB APPROVAL REQUIRED) DENS/ TY- R-4 ALLOWABLE DENSITY FOR STANDARD LEVEL 12 CLUSTER DEVELOPMENT 4 D.U./AC. 13 PROPOSED BONUS DENSITY • 57 INCREASE FOR MAINTAINING OVER 107 3-4 OF THE EXISTING TREES ON THE PROPERTY. 15 4 UNITS/ACRE x 1.057 BONUS INCREASE = 4.2 UNITS/ACRE 16 ALLOWABLE UNITS = 4.2 UNITS/ACRE * 10.40 ACRES = 43.7 UNITS PROPOSED DENSI TY- YSINGLE SINGLEFAMILY DETACHED: 19 SINGLE FAMILY ATTACHED: 23 TOTAL PROPOSED LOTS. • 42 R-4 DENSITY 42 D.U.110.40 AC. = 4.04 D.U./AC. OPEN SPA CE, J.96 AC (38.17) PRESERVED SLOPES: PRESERVED SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON THIS PLAN. MANAGED SLOPES: THE MANAGED SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON THIS PLAN. OFFSITE DISTURBANCE. • NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN. SUNSET AVENUE co EXTENDED SHALL BE UPGRADED WITH THE WINTERGREEN FARM PROJECT. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBA CKS.• FRONT' MINIMUM 5' FROM THE R/W AND MAXIMUM 25' FROM R/W 1--� 0 BUILDING SEPARATION. 10' REAR: MIN. 20' REAR SETBACK, NO MAXIMUM SETBACK SIDE: NONE (SEE BUILDING SEPARATION) > FRONT LOADED GARAGE- MIN. 18' FROM R/W � .. SIDE LOADED GARAGE: MIN. 5' FROM R/W SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THIS SITE LIES WITHIN THE MOORES CREEK WATERSHED, WHICH IS NOT A > WATER SUPPLY WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY- TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, CALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2014. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AAVD ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE _j < 2015. DA TUM: NAD 83 EXISTING VEGETA TION: MAINL Y WOODED LIGHTING: NO LIGHTING IS PROPOSED PARKING: (2) OFFSTREET PARKING SPACES PER EACH SINGLE FAMILY DETACHED AND SINGLE FAMILY ATTACHED UNIT. {� (1) PARKING SPACE PER 4 SINGLE FAMILY A TTA CHED UNITS REQUIRELf). 5- 23 SFA/4 = 5.75 (6 PARKING SPACES REQUIRED) 7 ON STREET PARALLEL PARKING SPACES PROPOSED PHASING: NONE. PROFFERS NONE. BUILDING SITES. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES. • NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY PER THE ALBEMARLE U U COUNTY WATER PROTECTION ORDINANCE RECREATIONAL AREAS: A TOT LOT WITH A MINIMUM AREA OF 6,000 SF 1S PROPOSED ON THE PROPERTY. THE REQUIRED AREA FOR THE TOT LOT IS 200 SF x (23 MULTI -FAMILY UNITS) = 4,600 SF. THE MINIMUM TOT LOT AREA IS ACHIEVED U WITH THIS PROPOSED DESIGN. THE TOT LOT SHALL MEET THE MINIMUIM 0 0 3 �U) REQUIRED TOT LOT AMENITIES AS SPECIFIED IN THE ALBEMARLE COUAITY ZONING ORDINANCE. RETAINING WALLS: RETAINING WALLS ON THE PROPERTY SHALL HAVE A MAXIMUM HEIGHT OF 10', LANDSCAPING STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS, TRASH: EACH LOT SHALL HAVE ITS OWN INDIVIDUAL TRASH RECEPTACLE. IMPERVIOUS AREAS: PROPOSED ROAD WAY.• 0.99 AC PROPOSED SIDEWALKS: 0.25 AC PROPOSED ATTACHED HOMES 0.78 AC. PROPOSED DETACHED HOMES: 0.57 AC. TOTAL 2.59 AC. NOTE: THIS PROJECT IS NOT LOCATED W/THIN A DAM INUNDATION ZONE TOTAL AREAS: (10.40 ACRES ON THE PROPERTY) OPEN SPACE. • J.96 ACRES R/W: 1.43 ACRES LOTS• 5.01 ACRES NOTE- ALL OPEN SPACE WITHIN THIS PROJECT SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION NOTE: OF THE J.96 ACRES OF OPEN SPACE ON THE PROJECT, APPROXIMA TEL Y 2.52 ACRES INCLUDES PRESERVED SLOPES AND OPEN SPACE DEDICATED FOR STORMWATER MANAGEMENT USES SUNSET OVERLOOK SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA t t \ / \ 4X fit' i !\ % L -__j r NOTE.- THE TOTAL PROPOSED TREE PRESER VA TION AREA ON THE PROJECT SITE IS 2.52 ACRES (24.27). TOTAL AREA OF TREE PRESERVATION OUTSIDE OF THE PRESERVED SLOPES IS 1.11 ACRES (10.. 77). SHEET LAYOUT SCALE: 1" = 100' VICINITY MAP SCALE: 1" = 750' 1 w by the Albemarle County I�errtrrt+' 5: 'Department Date Baty. - File SCOTT R. COLLINS'Z U Lic. No. 035791 ,11 �o��SSIONAL Nx Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT PLAN 4 LAYOUT PLAN 5 UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN Uj GRADING & DRAINAGE PLAN 9 NOTES, & DETAILS 9A Uj 0 N 11 DRAINAGE PROFILES 12 UTILITY PROFILES 13 SIGHT DISTANCE PROFILES 3-4 DRAINAGE AREA MAP & CALCULATIONS 15 U 16 LANDSCAPING PLAN CLEARING LIMITS VDOT STANDARD STOP SIGN U EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION q'z TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF z BOX co < e 0 z 1--� 0 v < V) Q � > 0 � .. , ) LUh o U > r►�! az w cn s _j < U z:) �o 0 {� z 5- 0— Q) O J w < J 3�° 0 o U T_ 0 ry L U U ¢ LLJED t U J 0 0 3 �U) L m Wo- ° x Q X w WLLJ ce ° ° W i i L°c�-- T" c 0 v� W C O Ul (0 > 0o� •�i - 0LLI Uj 0 6 z W° W W z_ U Z �O U) LU W� U z Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT PLAN 4 LAYOUT PLAN 5 UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 NOTES, & DETAILS 9A NOTES, & DETAILS 10 CROSS-SECTIONS, ROAD & WATERLINE PROFILES 11 DRAINAGE PROFILES 12 UTILITY PROFILES 13 SIGHT DISTANCE PROFILES 3-4 DRAINAGE AREA MAP & CALCULATIONS 15 DRAINAGE CALCULATIONS 16 LANDSCAPING PLAN 17 TOTAL SHEETS LEGEND ROADS APPROVALS DATE EXISTING CULVERT DE'ARTMEN II OF COMMUNITY DEVELOPMENT CUL VERT Q DROP INLET & STRUCTURE NO. CURB INSPECTIONS CURB & GUTTER ARE PROPOSED PA VEMENT EMEMM EC -3A DI TCH 6» DEPTH OF EC -3A DITCH EC -2 Dl TCH 6" DEPTH OF EC -2 DITCH ... .,,, _ EARTH DITCH DRI VEWA Y CUL VER T + BENCH MARK _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN - zoo-- EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION N CN TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF W BOX COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. ,0 0 ko G*% N ko t5d) APPROVALS DATE DE'ARTMEN II OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARE DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY EMEMM VIRGINIA DEPARMENT OF TRANSPORTATION ] EAI.,TN DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. ,0 0 ko G*% N ko t5d) l�- EMEMM < It 0 CN Q T 0 U o w N CN < — W 09 Q) �z L zi J J �Ld �W Z: //r) r►�! az w cn U, z o z J �o 0 {� LL. 0— Q) O J °C 3�° 0 o U T_ 0 ry L U U V t 0 0 0 3 �U) L m ° x Q X WLLJ ° ° i i L°c�-- T" c 0 � W C O Ul (0 > 0o� •�i - 0LLI 0 6 z W° W W z_ U Z �O U) LLJ W� U z J 0 0 O v U Ly z o0 U T ry ° p 0O c:) "el CN i U O O U N i Uj J p U LU o LU O — JOB NO. 0 ° 152115 0 �, ° SCALE 111 _ SOI a U a � V) a Q Q) 0 SHEET NO. 1 ° Q6 _� MIRACLE RECREATION EQUIPMENT Category : Free-standing Play Events Sub category : Tube Slides Product model : 65-740-5 Price: $3,718.00 .:PLIC Compliant: Yes A ST[ l Compliant. Yes Platform Height: 5' ompatibilityr - ,`�..ge Range: 2-12 Protective Area: 24' 25' (7_31ni x 7_6m) Ground Space: 9'x 131' (2.7m x. 4m.) Camel Back Climber, Double Category Free-standing Play Events Sub category : Freestanding Climbers Product model : 448-2 Price: $1,5 2$,QQ CPSC Compliant Yes 4,j'7M Compliant_ Yes Toliver Height in Feet, - Compatibility: - Age Range: -12 ti \ Protective Area: I4' :x' 28' (4-3m x 8.5m) `\ Ground pace:2 1r-'.(.f3rn x4.9m) NOTE: r DRIVEWAYS PROVIDEAMINIMUM OF 18FROM THE PRIVATE ROW AND ARE 18' WIDE FOR THE SINGLE FAMILY HOMES, AND 16' WIDE FOR THE TOWNHOMES. PRIVATE ROW SHALL BE DEDICATED TO THE HOA. r MECHANICAL EQUIPMENT FOR THE TOWN AND - SINGLE FAMILY HOMES SHALL BE SHIELDED FROM THE ENTRANCE CORRIDOR WITH WALLS OR SCREENING LANDSCAPING AS REQUIRED. J, `a TOWNHOME MECHANICAL EQUIPMENT SHALL BE PpovinFn nN THF RonF SCOTT R. COLLINS'Z o rJ Lic. No. 035791,2, jONAL E PLAN I INV 5 I KII' k, _ _ _ ... _.. _ . .,,�.,., -� `f FOOTPRINT = 9,132 SF - - .; LIMITS OF PUBLIC & � _ ,- {-•.� _ r. ,\ - , - PRIVATE RIGHT-OF-WAY - _, -- MAXIMUM BUILDING SUNSET AVE IMPROVEMENTS PROPOSEDY N FOOTPRINT = SF __ + — 5,357 WITH WINTERGREEN FARM PROJECT / x _ GRAPHIC SCALE f' "--' - 30 015 30 60 120 4 ( t FEET ) + i 1 inch - 30 ft. ' J U LU rn W 0w ln� 1 z a- to JOB NO. 152115 SCALE 11I _ 301 SHEET NO. 3 {OPEN SPACED 0.33 ACRES 5' ASPHALT PEDESTRIAN PATHWAY j SERIES OF WOODEN STEPS WITH HANDRAIL TO MINIMIZE GRADE --- \� IMPACTS TO OPEN SPACE. ALSO, NOTE THAT IF THE so' PEDESTRIAN PATH ALONG SUNSET AVENUE IS INSTALLED WITH THE WINTERGREEN t- FARM PROJECT, THEN THIS PEDESTRIAN PATHWAY CAN BE ELIMINATED. SEE THIS SHEET FOR DETAILS ON THE WOODEN STEPS. 'I i L I I V 1 i I J V 1 r V V L I l_ EX + ",x� -- '. I�,.. _tet` ___ •`y y `f„i s \',+'.„, y '.l' " , . r SD=335 NLAlE-OF-WAY 17SLEFTT1_PRIVATE RIGHT r- f P 7 _ a / ! t NSI +� P — i zlk __'.'--;—. f j i i !. Y �'' ! t 'r' .., ..,•�,- ,. _ —.._ ,.— ,-.-__ - - - _ ""^��w,QA F. 8 r , 1 EXISTIN o' PRESCRIPTIVE r� l G 3 k� l.. i� i' 1 1� { =aj� if � ...w "'., e �. P , , .i7f ,.;RIGHT-OF-WAY BASED ON r{EXISTING CENTERLINE OF r SUNSET AVENUE EXTENDED; /j r ji 1 1t7 411 3 ( IN FEET I inch', = �0, n. o � SCOTT R. COLLINS'Z ,U Lic. No. 035791 � 4r)l ��lSjONAL E��1 ID 10 kD Q0) n ko o m >n Lu CTi cn T_ I— V) Z {'? Cy') w Z 5- w 37 i O 5- U O < U) ry U U czS - "-0 d a Q) U O O < to ® F- [� / � UI > O m � Lu a Z ZD z U O z C� o J ¢ U � w O main= LL] ) z a z O J J w P-40 U.0 � O o < Lu0 H w CO Q C �L c = 1 3 J Q W ry m c- Q W D �co w ce w Lu li III y � s Lf) aLu uj > L � ¢) Lf)Lu �,i c a Fz 0 U o Z � ID 10 kD Q0) n ko o m >n Lu CTi T_ {'? Cy') o Q T U "-0 a Q) 06 �z a w 0 w u, w z C� �z 0 �w 0 Z main= LL] ) z a z O J J P-40 U.0 � O o Lu0 0 C �L c = 1 3 -- o U D N � U N O � 0 D �co U) N U Q X III y � s O C N uj L � ¢) O U 0E O D �,i c a Fz 0 U o Z � Lu w O III 7�+ w U Z 0 ry F— ui z .0 Z: W U I— cr) U z -+L' VJ C J 0 O O U U } O LLI O T a c L O NO N 6 O U Q. a > O C) 0 U O X r O U � O L ) U) O O U LL] J L 0 u) U wIll i- m a F n w S U E o In -0- 0 JOB NO. a 152115 U 3 O co �; X'Z\ DetaW Pipe Bodding, Backfill and Asphalt Concrete Pavement Reinstatement Nom p 0ej tjq gp open f, �;vlletq treato �'AN ar)d 17' Mitt 121NM, Asphagt Cts rTttv pdvMolerl 6%,th 5tnt bo 6'Min,7L' or equal to 4wh of ekstiRg ssph�l' is , r i.5' Min, 5sr 1g; cjiA4 to �Jeptb Of kiln, 14 14 21 of I 'VMrAe'e'j%f -prenlet GM -9, 5A it AL)T I TH 0 SCOTT R. COLLINSZ 1-� Lic. No. 035791,2, NOTE: � / - '`,. � SAFETY FENCE SHALL BE PROVIDED ON AN ,s WALL G ATER THAN 'IN HEIGHT, \ _ / J� 1 r � � / �` �. '�� SCOTT R. COLLINS`Z "� /' `t ,:a \� U Lic. No. 035`791, 2. LOW AINTENANCE GR UND COVER SHALL \ f - f; REQ RED ON ANY SITE ARFA IN EXCESS OF 3:1 -' rj-;y'j \ `>> 1, f \' /SLOPE. /' fJ`�;�= \ �S�101YAL E �� r r , \LLJ 7>7/ / / Pie No, 1 Size inches 18 Coax Depth (feet) 5.1 Easement Width Required (feet) 13.7 EasemntWidth Provided (feet) 20 3 18 11.5 26.5 27 5 18 10.2 23.9 24 7 15 8.2 19.7 20 9 15 8.3 19,9 _ 20 11 15 6+.9 17.1 20 13 15 6.8 16.9 20 15 17 15 15 22.3 9.9 47.9 23.1 48 .._ 24. 19 15 6.9 17.1 20 23 15 7.1 17.5 20 25 18 11.6 26.7 27 7 29 15 15 -9.8 8.8 _ 2Z9 20.9 23 21 31 15 8.5 20.3 21 33 15 &2 %7 20 35 15 9.8 22.9 23 37 15 4.4 12.1 20 0� o � SCOTT R. COLLINS Z U Lic. No. 035791 /0) ��NslIOXAL I�W LU ~ m Lr) L9 z z {'? f-- w 0) z � CN Lu a O m o Q Q <¢ C U) re Cy) LU U o?i d °z < O U j O O � �Z Q > > 0 z O — �> � Z a Zu wcaz ��Z3 W MENEMz _j O a Z z O <U Q J U) z w < O U Lu 0 fL0- z LU < LUQ U U C Jw U � 0 -i g 0 3 06 m 1 Q) WLU d nW ryQ w Ln 0- rl i�L��ii��iiii _ c >w w Cn U) a 3 0 LU LU L W W LU ~ m Lr) L9 z {'? 0) CN a m o Q Q C a Cy) LU o a o � �Z LLJ o -cw W z O Z_ < � Z a W MENEMz a Z „ € W Q J O Lu 0 fL0- z O N 3: "_' U C U U C C) U � 0 0 3 06 Q 1 Q) x x r N 0 Q) i�L��ii��iiii _ c o U) a 3 0 U 6 Z E LU L W W Lu U Z iryj Uj 0 Z W U U � U) Cn Z z J � J O U =j LU o� ry ::D � a 0 Q a o � cL L6 mi (D a ® v) 0 0 C) 0 x 0 N U N L fN C 6 O w J F— O O U w ami 0 w S v E d LO -o - O Job NO. a c N 152115 o (n j a SCALE 1„—_30 c 0 a G U 0 L a°) a Q) 0 SHEET NO. 0 m m 0 a NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS Z `,- THAT ARE PROPOSED TO BE STATE MAINTAINED: ROAD NOTES , / �\ `� -'` TH 00� i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. GRADING TRIP GENERATION CALCULATIONS.-��' I, 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA TIONS, THE ROAD & BRIDGE TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 8TH EDITION rl ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL ( ) ;' 1 SCOTT R. COLLINS'7/ GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 18 SINGLE FAMILY DETACHED UNITS (CODE 210) & 23 SINGLE FAMILY ATTACHED UNITS (CODE 230) ,� ' �� j iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED �' 1 1a U Lic. No. 035791 h� NOTE::L SINGLE FAMILY DETACHED UNIT (LOT 42) ALONG COUNTY GREEN ROAD IS NOT INCLUDED *`'� � �' FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH '!$ #, i LDFg �� BASE MATERIALS. SUITABLE MATERIAL ro THE SATISFACTION OF THE ENGINEER. IN THE TRAFFIC CALCULATIONS OR PAVEMENT DESIGN FOR THIS PROJECT, AS IT WILL BE SERVED \ / ,I LOT, 'i �0 1 � �„ e �!n!n! pnv�nnFr.1 r nFSirni RAFT) CIN ACTT lAl �nll [ HAI2ACTF_RISTICS AND CERTIFIED TESTS, SHALL BE J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE OFF OF EXISTING COUNTRY GREEN ROAD. �SSIONAZ E� UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND CG -12 NOTE�CQMPONEATS OF CLRB RAMPS CONSIST OF THE FOLLQWiNG° -HYDRAULIC CEMENT SIDEWALK /DEPTH HN INCHES, AREA IN SQUARE YARDS) HE PROPERTY NUMBERING ORDINANCE AND MANUAL. C' CURB WHEN REQUIRED (CG -2 OR CG -3 IN LINEAR FEET) GENERAL NOTES- 0ETEGTA8LE WARNING SURFACE (AREA IN SQUARE YAROSN 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE 1.THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 1.5 SM -9.5 L9 T' DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED 2. DETECTABLE WARPING SHALL RE FROM THE MATERIALS AAPRO*f£Lt LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP, NOTES= SURFACE COURSE 1 DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SI XWAL RAMP 12.1 MAX NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS THE REQUIREMENTS SOF.. THE SPECIAL PROVISION FOR CG -12 DETECTABLE 401 MAX � - L THIS ITEM MAY BE PRECAST' OR CAST IN PLACE. +� SPECIAL SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND 2. CONCRETE TO BE CLASS A3 P LAST N PLACE, 3""" 3M-25 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, SPECIAL C€SIOfN SECTION APPROVAL. 4000 PSI IF PRET:AST• INTERMEDIATE COURSE � OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. s. FLOOR SEDES OF CHIPS RAMP PAAr HE POUREDCONSTRUCTION MONOLITHICALLY WiTREQUIRED BARAMP `• ='r FLOOR OR BY U"aiNG PERM:SSEI E CQNSTRUCTIC4N JD!NT WITH REQUIRED WARS. . r'"^ 3, COMBINATION CURB I GUTTER HAVING X R 4. - IF RAMP FLOOR IS FRECAST,H]LES MUST E�E P'ROVIDED FOR DOWEL BARS SQ: � -°'r - `� '� F ' 4"" COMPACTED AGGREGATE � L 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE THAT ADJOINING FLARED SADW I CAN, BE CAST IN PLACE AFTER PLACEMENT OF ` �� 1D'1 M� � L'�WTY C°'1�A� `" " `', PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE GLASS A-4. CURB � Tom• BASE COURSE, VDOT #21 A MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD TYPE A 4, FOR USE WITH STABLMZED OPEN -GRADED DIRN OR #21B DEPENDING ON \ / / \ / / \ 5. BOTH IDS OF ARE - TO, BE NO. 5 2 B" PLACED 1' CENTER O CENTER ALONG - j//\// / / % j/ / py'� -gC)TH Sft3E`r-OF THE RAidPLOH3R,IAD-DE;xTH OF RAMP FLOOR !AI•IMLM - - PERPENDICULAR LXYER,-THE9DTTOfY1 OF THE CURB GUTTER..! / ' >�y PROFILES CONCRETE COVER 1/R', � � Ta TT� 4°L1�TrH°�I SLOPE ULTIMATE TRAFFIC LIMITS �� \ � \\ \ 1", � \ �- o 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE �6. CURB / CURB AND GLITTER SLOPE TRANSHTrNS ADJACENT TO CURB RAMPS �- THE PAVEMENT, AND UNDERDRAINS D :ARE INCLUDED IN PAYMENT FOR CURB t CURB AND GUTTER � 5' MI1N DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE s, ALOWABLE CNIERIA FOR THE USE Of CG -6 � 7. CURH RAMPS ARE TO BE LOCATED AS SHL7WN ON THE PLANS OR AS DIRECTED - t2�? , •� - - -IS BASED ON ROADWAY CLASSIFICATION AND COMPACTED � ,- CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A BAH,", THE OUTE WARE ITHIN TOFEBRIPROVIDED GHT OFF WAYTOFFTA HIGHWAY FACILITY '� � M� �� a« RDESIGN SPEIED ASTHE ROAD I gra APPENDIX THE SEOf It SUBGRADCN E 1� CROSSES A CURB' REGARDLESS. OF- WHETHER SIDEWALK HS EXISTING, PROPOSED" w 2%N. GS IMIBAMI STANOAIRO.S, � VDOT OR COUNTY INSPECTOR PRESENT CAR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS ICS BE AT ON PLANS OR AS STOP LIN % EXISTING THE ENGINEER. ARID SHOULD �� TYPE 8 � ASPHALT PAVING - ROADS �, BE LOCATED BEHIND VEHICLE,C STOP LINES, E)OUTES PROVIDE PTA '5 FIRE I CN o r T �'T COUNTY r 71, T/7 -i T T UNOBSTRUCTED TED INLETS. ETC, AND SLIP ROUTES ATH OE N 6I NT k�JOUa PARALLEL - lAY/l/ LI !L'J !V IIJI l y 1 lY UNOBSTRUGTEi3 STABILE, FIRM Atli SLIP RES!&TINT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN LE APPROACHED, ENTERED ° GENERAL CONSTRUCTION NOTES AND USED BY PEDESTRIANS. � NO SCALE � In 8. ftAAAP5 MAY 8E PLACED ON, RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT - - - - 3..-2.1MM?'Y � � °' F �T THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK ABIs � • � �' ` Q �� THAT TIE SLOPE AT THE CONNECTION OF THE CURB /OPENING IS 7'1 MAX � PERPENDICULAR TO THE CURB. 5„ r`. -.-- �•p�(" D `� ♦ ♦ A , ♦ $� * I`+ 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ' 9- TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAOICAAINOT O ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION ACCOMMODATE THE TLJR14NG RE(NUIWMENTS OF ANTICIPATED HEAVY TRUCK ` �' ' Ax ' ; ° ` � ° z TRAFFIC, REFER TO STANDARD CG -13. COMMERCIAL ENTRANCE LHEAVY k` AT ;C: , 2" HIGHER THAN ♦ ♦ ♦ ♦ , TRUCK TRAFFICkFOR CONCRETE DEPTH. EDGE OF PAVEMENT , � - � (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE a r 2Y (5 M/N.) a W 14. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, XT )K X, ,SAME AS TOP OF CURB r ♦ * >� � W ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. THE LitN{MUM WIDTH SHALL THE WIDTH OF THE SHARED HN$E PATH. ---- z - w -- - - 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIE/CAT/ONS AND " A"E" ONLY ONE ARE S AIP's , PROOEO FOR TWO GVER AGs ELCHAIA�'° p �LE� T��PR�R�E��C�EN, T BOTTOM Y � T��ffi � � a z A A' x 4` LAUDING AREA SHALL BE PROVIDED 70 MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT -GOING INTO THE TRA.VELWAY. THIS 4'x 4' 6" 241" GUTTER STANDARDS OF VDOT UNLESS OTHERWISE NOTED. LANDING AREA MAY INCLUDE THE GUTTER PAN, PARALLEL TO THE SLOPE OF 4" CONC. V) W .T...NCATk.D ()INNS n COURSES PROVIDED A � "�� a � n 12, ALL GASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION UI �? J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED CURB At ENTRANCES OR STNEET CONNECTIONS THE DETECTABLE -•� -S°`-2�4" G -c � *0 AREA MAY ee CONT TIE '**" M OF 7" EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OT -MODIFIED sURACE SHALL HAVE A FACTORY IsAL1HN�s OR BE )NEED a a a O o OI AT THE OPTON OF THE CONTRACTOR / / / •. - LI.I is MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATC€I /\/\/\/\/ a O CONSTRUCTION. THE BACK OF GLR8. fl a n ct o a a a a 4 a, o a 43, a4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. oa a a 0 0 a a a LANDING -RAW _ ,.\ n 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER a 0 0 ° 0 a 0 0 0 ° 0 0', 0 a fl 4" 21-A STONE BASE 0 - SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. a s a 0 0 a a a o a 0 a a a s RIP-RAP - 3 5CAMETER 6. PAVED, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE Df_ 4GEa a a 0 a O a a a a 0 a' a a 2CONCRETE SIDEWALK - ° DETECTABLE WAR"LAIC COUNTY ENGINEER, - - DR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. AT BACK LE CURB` " VARIABLE FULL WIDTH OF RAW FLOOR _ NO SCALE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL SEE "OTE 17, - BASE DIMEETER PAY LIMITS-------' DEVICES. DETECTABLE WARNING TRUNCATED DOME DETECTABLE 4Y4F2hVIIhiG v t �- INSTALLED ON A RADIUS DETAIL �"� � 0 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. DETAIL Lu 9. ALL EXCA VA TION FOR UNDERGROUND PIPE /NSTALLA TION MUST COMPLY WITH OSHA STANDARDS FOR THE �rA a©T SPECIFICATION SPEFERENTIDIN � I ROADANDBRIDGE STANDARDS CG -1.2 DETECTABLE WARNING SURFACE REFERENCE REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BOGIE STAND*I!OS�, L CONSTRUCTION INDUSTRY (29 CFR PART 1926). (GENERAXL. NOTES) 105 105 WMION DATE SHEET i w � � 9 Q SHEET 1OF s REVISION DATE 502 502 VI4GIFMA DEPARTMENT OF TRARWORTATM O -203.05- 07f15. - YAGIWA DEPARTMENT CIF' TRANSPORTATION -201,043 _ _ O C Q) CG_0 00-2 GR -2, 2A `T1 �- Lu z >' U +, x 27-/4" MIN - 28:''4"" MAX RAIL HEIGHT 2 TO BE AS I A-1 "STREET APPRIO00i SAW SURFACING) GENERAL NOTES NOTES A I � ATREET APR DAMI�N s4MQFAi�iFM GENERAL NOTES 0 / ° 3 (RAMS [ I AS MATH ME ROADWAYSIE NOTE 6- (RAMS TO BE AS I I NS MAAfiILlFE Rf1ATIWAY IEEE NOTE 63 q� �H ( p J� SHOWN ON PLAMSi 3n c l C H 1 YAF tV { p.it IdSEii F47R S ITiE T C CTIONS iT£ 1. THIS ITEM M44Y BE PRECAST OR CAST M4 PLACE. ! r 94OWN SIN PL N& �r i.' 1 � 4 Tl�CTMdN�MU9T BE OR kV SCfiO�R� TM6Th1 z o - ® - - _.._ � .- CONNECTION WUST BE DEAD N ACLORaAWCk WITH 2, �T E TC4 S X:S IF CAST N PLACE. ,-----_---__ ,I 4RADIAS TO BE AS AA157#TO POL Y EASE IEOUINEMENTS PSI 6' 3'° 5'-3" a`^Iia"' ' tfa" 3' Liz" D` tf� - l (RADIUS TO 6E AS ANSHTp P9f T Y AM TME APPLICASLE REOU EMENTS RADILA L comam KDM DISTANCE IiEQN kP N MANUAL, ImmumNG SIGHT 4" 2 R r N� AND GUTTER SHOWN ON PLFN51 � T, �R! TCRMNEME ROAD DESIGIN MAM tAl„ Its UgNiD SIGHIT Lu � A CURB AND GUTTER DI TNNE VDOT g CURB HAVING A RADIUS OF . FEET OR LESS � LXD-6 C NOTE TD DISE % CG -6, 2 NOTE 7) ?IHOMRT ON PLAFEI 2, WHEN THE ENTRANCE R+OM CAMHOT ACCOMMODATE THE (AS)MG FAtX OF CURB) WILL BE PATI FOR AS � � - - .Y " 2. WHEN THE ENTRANCE RAM CANNOT ACCOMMODATE THE i i i z n g�7 d ' H H TL 6 REOUXFEYE"TS TJF #NTICi°ATEO NElIYY TRUCK C K H T TUB REg1A ITS OF ANTICIPATED HEAVY TRUCIK Cj c jj YPWFlC THE. OEM FOR SIDEWALK 4 CURB RAMPS SIDEWALK, 3 ' WITHIN THE L61MTS OF THE RADMSNCMJLO HE <. THE DEPTH OF CM MAY 8E REDUCED A9 MUCH ` ' " la7is I � '� , INCREASED EU 7": uj ° {SEE MOTE 2) INCREASED TOi 7", � �'" {�'` .�?` 6 � � TRAFF� THE DEPTH FOR SIDEWALK M< RAMPS � � -o I g I CIPTIONA�L 6 AS 3 ( DEP'THD OR !!CREASED AS MUCH A5 b. • D.� I I (SEE NOTE 2) „ OPTIONAL B« I 3' 427' DEPTH) N ORDER THAT THE BtITT01d �y $ tM` A�" iz�t Y .Ntc t i FLOW LINE Y11T&tA LIMHT9 OF THE HRIIQM91iWL11 6E cn 3 f4 OW LINE OF 0" WILL CSE WITH THE TOP OF I ® 3. WHEN USED N COFLlUNCTION WITH STANDARD CN:) z J. WHEN USED MI CONJUNCTION WITH STANDARD CG -3 ' r " " OR 00-7 THE Cm FAZE ON THIS STANDARD IS TO COIIRS'I OF TIE PAVEMENIT SU85TRUCTURE. #. ° • b '. I I I I I I I I I I I I i I I � :c � � _ _ tit CGI-7 iF� t TACE ON THIS STANDARDCURB, U , TO � _ ' - n EVANSICN E�"AFNIOIyOLE ft= MATCtR THE M01klTA� E DIM tOUS DEPTH TT£ PRICESOSO 19 AS SHKAWCTO E H :a ra" IJ I� IJ IJ I�EXPAW" " ION TEI1 iii MATGM THE IfiOUNTA t 8 JOINT 0 0 TITIN JOINITYg DONT FOR A DECREASE OR AN INCREASE N DEPTH.-ff "01 4, SEE STANDAR) CG -12 FOR CUM (TAMP DESIGN TO � A ' A , ` # gCIRFACSE 4W 4. SEE STM DNRID 00-12 FOR CURB RAMP DESIGN TO BE �-- U NOTE: WIDTH ""B" 2`-O'" OR AS MMM.ME ROADWAY USED WITH T6IS STMDA4i0. 5L &2p" ON ROADWAY$ MEETHt4G ;d e • , ROTE: wvm B• 2 -O" OR AS MAINLINE ROADWAY USED WITH TINS STMiOARD. � v- O SHOWN 014 TYPICAL SECTION- A -J OR LXi-6 AS SHOWN I � A, # �`p' GR -2 GR -2A, SHOWN ON TYPIOPL SECTION. A -i � � o � e, OPTIONAL FLOIWLINE MIAY 'REI WARPING OF A AIP'PENDIX A OF THE VDOT ROAD DE810N MAMMAL, 2i. OPTK1NiL FLOWLIME MAY REQUIRE WARPING OF A a PORTION OF CUTTER TO F11ET241 H b OF WAITER. N THE SECTION O ICS URBAN STANDARDS, �d e• , t6.-3„ POST SPACING) (3'-1'12" POST SPACINGI PLM ��E� PORTMN OF GUTTER TO PRECLUDE PONDING OF WATER.j�I' � >1PLAN VIEW MAX DYNAMIC DEFLECTION - 3' MAXMA.X DYNAMIC DEFLECTION - 2' - - - ENTRANCE (NOTES d .6 • - ENTRANCE NOTES � � 0- MAH.14E ROADWAY SHAPE 6. PLANS ARE TO IRATE WHEN CONSTRUCTION OF A FLOW # MAINLINE ROADWAY SILOPE 6. PLANS ARE TO INOEAT6 WHEN CONSTRUCTION OF A FLOW Q � LINE LS REOL1(4ED TO PROVIDE POSITIVE ORAROM Atm .$ ♦A 1G' PARA00t r. CURVE LME 13 TION TO PROVIDE POSITIVE DRANAtiE ACROSS � � RN PARABOLIC- CSNH44E THE ♦ , THE ENTRANCE. � I^j Q) OPTIONAL FLOW LFE D R!N( LME (EXCEPT ;ANY SUBGRADE STABILIZATION ,•/ 3 F&7[ OF SHS7iY.0EFt OR - - -d .d • OPTKRiA1.. FLQtM LINE SLOPE MAX.HANOE ® .._ - .- -. 7, MAINLINE PAVIEMM SHILL BE CONSTRUCTED TO THE 'vl �� 7, MAINLINE PAVEMEriT t BE CONSTRUCTED TO THE A, # # TIKE OF SIICXRDER OR Bx . Lj > O R/W LINE +�L`XICEPT ANY SI INWE STABILIZATION _ - C MANl.HNE. ROADWAY -".."`. .-- - - .�--- REQUIRED ORI MAINLINE PAVEMENT WHICH CAN BE - - - �� NOTES: - -Mme. i�}AAwXY, 81C MAX. ti_ .� �,,� - O REQUIRED THE CE.) E`NT.wHGHl.CAN iE � X o .._ ,...,. _ - ice../ ax MAI. {)AMT TED N TINE ENTRANCE 1 W. RADIUS "" ^ - v _ GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE SLOPE - �.� "' -- a. RAf;w- OUREE OR �TKMN AMI GUTTER m ° SLOPE i5NA1NG€ C2AiB COMBWATI i iRIRB AAIp GUTT ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION I AND - [� SHALL NOT BE COMISTRTGTEO BEYOW THE RDW LIFE �"�""^•-...-, D _ W BIe CIMS'iRUOTED REYtSFO THE R1�LNE - rp. 6°' AS DIRECTED BY THE ENGINEER. EXCEPT FIXE. REPLACEMENT PURIFIOSIES. - 0 -c EXCEPT FOR MPLACEMENT PURPOSES. , a # �, •. -5ra - x OPTIONAL QR -2A METHOD' x OPTIONAL QR -2A METHOD 9. THE DE�iASI.E AND W#XMUM ENTRAMCE GRANDE CHANGES FOR DETAILS OF POST AND B OCKCUTS SEE SHEET HQ, 501.Ci5. USING NESTED RAIL USING ADDITIONAL 21) MMINMUk1 FOR 9° THE AND MAXIMUM ENTRANCE G�Ij�pE CHANGES 20"MINIMUM FOIL "T1" ARE LISTED N THE ALLOWABLE ENTRANCEGRADE "A' RAIL ON BACK OF POST 6` N THE: ALLOWABLE ETTTRAMC€ a O 5'MN. COMMMERiSAL E TARX, TIESE: VALUES ,DIE HOT APPLICABLE . FOR DETAILS OF RML ELEMENT, RAIL SPLICE „ONT, PAIN � NMN, COM�RCIAL ENTRANCE TABLE. THESE VALUES AAE NOT APPLI:ABLE TO STREET LIJ U CONNECTIONS. TO ST'REE'T #ytd+_ - SURFACE ASSOCIATED HARDWARE SEE SHEET NOS. 50LO1 ANO.501.02' x WHEN NESTED RAIL OR AODTIi1NAL RALE. IS PLAjQED ON BACK OF POST - - - COHNNECTiONS. _.-I O CONSTRUCT GRADE tIiANOES WITH A PA"OW CURVE. � : ♦ r FOR GIt-2A THE POST SPACING WILL BE 6' T'". 0 CONSTRUCT GRADE C.H�ANi�E'S WITH A PARABOLA CURVE. � n r • a - RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADN ALLOWABLE, ENTRANCE GRADE CHANGES ° ; ° a BETWEEN 5 FEET AND 150 FEEL SEDT N A - A ALLOWABLE ENTRANCE GRADE CHANGES v SECTION A - A d :d e•' ' "' ♦ e. BIk.,E - - ALL GUARDRAIL POSTS SHALL BE SET PLUMB, 'T SHALL - --.. - - GRA CHMK"E I ,► A . b, NOT HE SET WITH A VACATION OF MORE THAN S PER FOOT PLVtE HtATES GRADE CH*0GE � L~L! E - FROM VERTICAL. W -BEAM, SLOCKOUTS AND POSTS SHALL BE - - - VOLUME - "'D" - O LL.i 0 U -- SPEED 517 LINE Stix LINE H11 NOS THAN 1600 VPD AE O ENTRANCE VOLUME D ,tl" �$ r` SET ASUBBASE ND ALIGNED OF' THE SPEciALTERiN3. DESIGN INSIDE BEYOND DESI4A�E MAXIMUM ' * SET AND At iGNED WITHOUT AN TERATpCSN OR FORCE,AS PER - - IitpN MORE THAN 1600 VPD 4I x 3X MITI LINE FLARE FLARE ALL GR -2 A27 GR -2A - 2 SHALLMAXBE MMEAS NED AT A 11EHOIIA+1 500-1500 VPD a'i39T 5% HEIGHT OF 2T�'n" MIN • 28�y" MAAS MEASURED PER LS RATE -RATE � MIEOIkA 500-12100 )^RTD S39 )3 91 JOB NO. U 1„"1`, -- - - LOW L. THAN Wo 'RPS) _sex a x 6• STANDARD GR -INS. 70 91 370.1 iSti t �:1• LtNM Lm T'HM1 too VPD S 6 X j 6 x o � CLASSA3i. ,I4 �' °� 1K1TEK ALLOWABLE EISTRAIMDE GRADE TABLE � NOT T2^' ALL W -BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF CLASS A3 M, s, N M 9kSF. V ` . s. 1. _ APPLICM84E TO STRITT 'OONNECTI{XRS' E ' N +, _ APPLI.ABi E TO STREET CtHIANECiIOILR o VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. 60 9' 25=1 14-1_ ♦ ti• * �. NISTE$ ALLOWABLE TOENISTR E GRADE TABLE Lpi NOT 521 15 U � �T'E' - ., _. -- - - THE OPTIONAL GR -2A METHODS OF NESTING TIE RAY. OR USE SO 6.5 - 24;1 77;i +Ir - � - v) > tJA&Z ALTERNATIVE OF AN ADDITIONAL RAL ON THE BACK OF THE POST FOR UACCV� OF AN AID GR -2A SHALL N ,HE BACK BY THE ENGINEER 4O 5' 16':1 5'1 SCALE SECTION C -C F CURB IS EXTRUDW PRIOR TO INSTALLATION. 3U 4' 13:1 711 SECTION C -C -1 U SUGGESTED MAXIMUM FLARE RATE AS S H O W N U c FOR SEMI-RIGID BARRIER SYSTEMS. - - - - - SPECIFICATION A COPY Or THE ORIGINAL. SEALED AND SIGNED DRAWING HS ON FILE IN THE CENTRAL /OFFICE. SPECIFICATION SPEOFIGATIOI4 `� � U > SPECIFTCATRX4 METHOO OF TREATMENT- F47EREWI% TT VL T REFERENCE REFERENCE MET W OF TREATtrENT SHEET NO. � O IMMU" NDE CONNEC STREET TNT C T `+ STANDARD ' I CURB ROAD AFS BRIOM STANDARDS ROAD AA,a BRIDGE STANDARDS STAND AIS D BLOCKED -OUT W -BEAM G U Af � D R AI L CO CfiION FOR SI'TREEfi INTER C'T101 ° 502 N1�� HEI' B/07 IO5 ION DATE SHEET F OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 2.21 502 AND �"�,��. ENTRANCES RLY W07 9 � o 502 VM'iT�7MA. OEPARTME.NT OF TRANSPORTATION 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 - - - - - VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 VM HA DEFARTMENT OF TRANSPORTATION 203.04 241.01 501.04F 3 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. - SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 101t - i0l±_ i S 1-10, - 5 F WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS; WATER OR SEWER ONLY - 20` MINIMUM WATER & SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER'. SYSTEMS, UTILITIES CRUSSING A WATER UR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 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 THREE & ONE-HALF (3.5) 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 ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. so. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 45' Max L 1 2 � a max' - - I D 45' max PLUG q I.n a .I I � I . b I. J 2 l I T � 1 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO _TE3RDQ ACCOMMODATE ANCHORIF REQUIRED. m In" MING ASUIRED 9 _ PLUG M N" MIN T T SECTION 1-1 SECTION 2-2 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES 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 & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 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 2.77 0.26 8 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" & 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 5' GALVANIZED " WITNESS " POST WITH /-PLACE CAPPED ENDS PAINTED BLUE IN REMOTE AREAS al AS DIRECTED. MARKER LOCATION MAY BE SUBJECT - TO HIGHWAY DEPARTMENT APPROVAL. GRADE y,FINISHED 6 I I ADJUSTABLE VALVE BOX W/ LID z II u 4 Z N M.J. GATE VALVE WATER LINE t4 IQ � II II 2500 P.S.I. CONCRETE Al a 2'x 2' BEARING AREA, THRUST BLOCK d Q d a Q, d a Q NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAIDE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 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 THREE & ONE-HALF (3.5) 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 ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. so. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 45' Max L 1 2 � a max' - - I D 45' max PLUG q I.n a .I I � I . b I. J 2 l I T � 1 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO _TE3RDQ ACCOMMODATE ANCHORIF REQUIRED. m In" MING ASUIRED 9 _ PLUG M N" MIN T T SECTION 1-1 SECTION 2-2 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES 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 & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 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 2.77 0.26 8 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" & 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 TD -3 I* COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL ❑ pO ❑ 1' TYPE SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1"x1 "xi" TEE ❑ Oj a NOTE: NO SWEATED FITTINGS DUAL SERVICE R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGA110N METER IS NGT PROVIDED. SINGLE SERVICE NOTE: 7) SADDLES SHALL 8E USED ON PVC PIPE CAST IRON LID FlNISHED GRADE ISI Io s" II. IOCKYANG II METER BALL BOX INLET CUTLET)� I -I 36° MIN. COPPERSETTER 7/8 BEND COUPLING - F`�- ISI H METER CORPORATION STOP BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" 8c 1" METERS) N T5 FIG. W -6A TD -10 1.83 2.33 2.84 0.18 TD -3 I* COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL ❑ pO ❑ 1' TYPE SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1"x1 "xi" TEE ❑ Oj a NOTE: NO SWEATED FITTINGS DUAL SERVICE R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGA110N METER IS NGT PROVIDED. SINGLE SERVICE NOTE: 7) SADDLES SHALL 8E USED ON PVC PIPE CAST IRON LID FlNISHED GRADE ISI Io s" II. IOCKYANG II METER BALL BOX INLET CUTLET)� I -I 36° MIN. COPPERSETTER 7/8 BEND COUPLING - F`�- ISI H METER CORPORATION STOP BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" 8c 1" FRAME &COVER (SEE FIG. S-ID,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA --*' 1'-0° MAX 2'-0" RUBBER COATED STEEL d STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 1�IN "O" RING SEALS �+ 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M. H. 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING T SEWER. ° A FILLETED INVERT FOR A SMOOTH 12' TRANSITION OF FLOW BETWEEN INLET 8c OUTLET PIPE SHALL BE PR©VIDEO, MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER 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 N.T.S FIG. S -I -A 6" NOTE RESTRAINED JOINT FITTINGS. - - - - Side View 42" Minimum a F rtification of 95iq mpaction required 4 . Galvanized Steel Beam, II � W12 x 114 (min, size) d 3' min. penetration into undisturbed soil or as approved by the _\ � ACSA. 4' MINIMUM v1UM 45° TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W -3B TD -5 w Z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW LQ CHANNEL 1/4" 1' MIN Ip. BRANCH QI �I q FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL � BE CORED AND A FLEXIBLE J CONNECTION "BOOT ° oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. 3 -I -B TD-27 TO \ E E N� N E Q m J c07 w � "A a Lp � U Y JJ � E U E J) O, E ti w' C00 L vw W 0 0 QEQY o� oECi O C)Cin )a E Y Q c�.Im E0 N� Nua� U wQ � "Ez ,no rW J (ifO � g0 � 1 fn \Z D �E E�� u rN)}- N E ME zo 0 O Z a ¢ a p E a iwE vE ¢E o '�E f w o E US 111 �u CJu N � w� n1 N O O TYPICAL MANHOLE FRAME &COVER N -T.5 FIG S -I -D TD -25 TD -29 FINISHED GRADE 1T1-7 fTT TT-IT1- T FT -.TIT -1TI7T 7.7 1 TRENCH ° a REDUCER d '+-2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL � i 8" MN. PROFILE VIEW UNDISTURBED SOIL -EDGE O. T - - - - OF TRENCH- _ _ 24°' MIN. °d REDUCER g" MIN a� a 2500 P.S.I. CONCRETE THRUST BLOCKS � da a o... 8"MIN. UNDISTURBED SOIL - EDGE ° OF TRENCH Q.4 24" MIN. NOTES: PLAN VIEW � * NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTID SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 'I • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. ' • CERTIFICATION OF 95% COMPACTION REQUIRED W TRENCH_ I • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W -3D [COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1,l2" { WATER CAST IRON LID 18" METER BOX 18' fi" EXTENSIION 6" PIPE(((///SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BODES ' (5/8"_1" METERS) NTS I FIG. W-7 I TD -13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO R MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED ,THE TDP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2`0 (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4", -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET / MAIN LINE z' MIN n SALT TREATED FINISHED GROUND 2 xi 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST 8E EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (z7a•) 18°-zz° 7 CU. FT. ALVE BOX #68 STONE 42"MIN 6" GATE �.� VALVE 8„ X 6„ TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED ,101NT FITTINGS WHEN THE SOIL IS DISTUP,BED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' 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 DITCH. 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 FIRE HYDRANT ASSEMBLY DETAIL N.T-5. FIG. W-4 TD -8 SCOTT R. COLLINS�Z FIG. W-9 36"MIN 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) EMBEDMENT SPRING LINE MM OF PIPE N0. 68 STONE TD -20 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 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 N0, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 Lu Qrn In I'D +-I M L iJ Lic. No. 035791,E 1�01�.ks,IOIVAL ul E H- F-- w Z � W � 2Ln W : U 0 � U CLu 0 6 Q d O ZC7 w � z O U � J F- c� U � 1 W Z w � M cui fl. ui o Q Q W m CJ w W 0. tY � W FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE III -II. I I=11, BRICK SUPPORTS OR SOCIO CEMENT BLOCKS - CRUSHED STONE TYPE "K" SOFT COPPER ---CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V- AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE R.R.V. ASSEMBLY CANNOT 8E OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV NTS n b Z 0') CN cy) <o _J o a O CN Lu 0 N i 0 J o Z - Houma Lu 6 Lu �z o m sw J U W z � Z I � O W � j� � i cn � aZ � J � J O L v Lu 2Z < C ry m 0 6/`,i U d) C: U (o V) LIJ > E D y U IVlll -a �� o � Q x o � N T � 0 0 c. 0 oLLj Lu Lu ) Z c Lu o Z_ � Z z .° U C/) R J o � U v 0 0 i U ° o > w U O x O U T) E Lu � o � (Lu E oo U In w U E 0152115 JOB NO. SCALE o �' AS SHOWcn N '--.c � L T] � SHEET NO. Q � 0 9A o µ, I- 3 METERS) N T5 FIG. W -6A TD -10 FRAME &COVER (SEE FIG. S-ID,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA --*' 1'-0° MAX 2'-0" RUBBER COATED STEEL d STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 1�IN "O" RING SEALS �+ 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M. H. 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING T SEWER. ° A FILLETED INVERT FOR A SMOOTH 12' TRANSITION OF FLOW BETWEEN INLET 8c OUTLET PIPE SHALL BE PR©VIDEO, MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER 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 N.T.S FIG. S -I -A 6" NOTE RESTRAINED JOINT FITTINGS. - - - - Side View 42" Minimum a F rtification of 95iq mpaction required 4 . Galvanized Steel Beam, II � W12 x 114 (min, size) d 3' min. penetration into undisturbed soil or as approved by the _\ � ACSA. 4' MINIMUM v1UM 45° TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W -3B TD -5 w Z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW LQ CHANNEL 1/4" 1' MIN Ip. BRANCH QI �I q FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL � BE CORED AND A FLEXIBLE J CONNECTION "BOOT ° oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. 3 -I -B TD-27 TO \ E E N� N E Q m J c07 w � "A a Lp � U Y JJ � E U E J) O, E ti w' C00 L vw W 0 0 QEQY o� oECi O C)Cin )a E Y Q c�.Im E0 N� Nua� U wQ � "Ez ,no rW J (ifO � g0 � 1 fn \Z D �E E�� u rN)}- N E ME zo 0 O Z a ¢ a p E a iwE vE ¢E o '�E f w o E US 111 �u CJu N � w� n1 N O O TYPICAL MANHOLE FRAME &COVER N -T.5 FIG S -I -D TD -25 TD -29 FINISHED GRADE 1T1-7 fTT TT-IT1- T FT -.TIT -1TI7T 7.7 1 TRENCH ° a REDUCER d '+-2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL � i 8" MN. PROFILE VIEW UNDISTURBED SOIL -EDGE O. T - - - - OF TRENCH- _ _ 24°' MIN. °d REDUCER g" MIN a� a 2500 P.S.I. CONCRETE THRUST BLOCKS � da a o... 8"MIN. UNDISTURBED SOIL - EDGE ° OF TRENCH Q.4 24" MIN. NOTES: PLAN VIEW � * NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTID SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 'I • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. ' • CERTIFICATION OF 95% COMPACTION REQUIRED W TRENCH_ I • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W -3D [COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1,l2" { WATER CAST IRON LID 18" METER BOX 18' fi" EXTENSIION 6" PIPE(((///SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BODES ' (5/8"_1" METERS) NTS I FIG. W-7 I TD -13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO R MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED ,THE TDP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2`0 (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4", -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET / MAIN LINE z' MIN n SALT TREATED FINISHED GROUND 2 xi 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST 8E EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (z7a•) 18°-zz° 7 CU. FT. ALVE BOX #68 STONE 42"MIN 6" GATE �.� VALVE 8„ X 6„ TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED ,101NT FITTINGS WHEN THE SOIL IS DISTUP,BED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' 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 DITCH. 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 FIRE HYDRANT ASSEMBLY DETAIL N.T-5. FIG. W-4 TD -8 SCOTT R. COLLINS�Z FIG. W-9 36"MIN 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) EMBEDMENT SPRING LINE MM OF PIPE N0. 68 STONE TD -20 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 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 N0, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 Lu Qrn In I'D +-I M L iJ Lic. No. 035791,E 1�01�.ks,IOIVAL ul E H- F-- w Z � W � 2Ln W : U 0 � U CLu 0 6 Q d O ZC7 w � z O U � J F- c� U � 1 W Z w � M cui fl. ui o Q Q W m CJ w W 0. tY � W FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE III -II. I I=11, BRICK SUPPORTS OR SOCIO CEMENT BLOCKS - CRUSHED STONE TYPE "K" SOFT COPPER ---CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V- AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE R.R.V. ASSEMBLY CANNOT 8E OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV NTS n b Z 0') CN cy) <o _J o a O CN Lu 0 N i 0 J o Z - Houma Lu 6 Lu �z o m sw J U W z � Z I � O W � j� � i cn � aZ � J � J O L v Lu 2Z < C ry m 0 6/`,i U d) C: U (o V) LIJ > E D y U IVlll -a �� o � Q x o � N T � 0 0 c. 0 oLLj Lu Lu ) Z c Lu o Z_ � Z z .° U C/) R J o � U v 0 0 i U ° o > w U O x O U T) E Lu � o � (Lu E oo U In w U E 0152115 JOB NO. SCALE o �' AS SHOWcn N '--.c � L T] � SHEET NO. Q � 0 9A o µ, I- 3 FRAME &COVER N -T.5 FIG S -I -D TD -25 TD -29 FINISHED GRADE 1T1-7 fTT TT-IT1- T FT -.TIT -1TI7T 7.7 1 TRENCH ° a REDUCER d '+-2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL � i 8" MN. PROFILE VIEW UNDISTURBED SOIL -EDGE O. T - - - - OF TRENCH- _ _ 24°' MIN. °d REDUCER g" MIN a� a 2500 P.S.I. CONCRETE THRUST BLOCKS � da a o... 8"MIN. UNDISTURBED SOIL - EDGE ° OF TRENCH Q.4 24" MIN. NOTES: PLAN VIEW � * NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTID SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 'I • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. ' • CERTIFICATION OF 95% COMPACTION REQUIRED W TRENCH_ I • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W -3D [COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1,l2" { WATER CAST IRON LID 18" METER BOX 18' fi" EXTENSIION 6" PIPE(((///SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BODES ' (5/8"_1" METERS) NTS I FIG. W-7 I TD -13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO R MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED ,THE TDP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2`0 (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4", -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET / MAIN LINE z' MIN n SALT TREATED FINISHED GROUND 2 xi 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST 8E EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (z7a•) 18°-zz° 7 CU. FT. ALVE BOX #68 STONE 42"MIN 6" GATE �.� VALVE 8„ X 6„ TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED ,101NT FITTINGS WHEN THE SOIL IS DISTUP,BED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' 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 DITCH. 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 FIRE HYDRANT ASSEMBLY DETAIL N.T-5. FIG. W-4 TD -8 SCOTT R. COLLINS�Z FIG. W-9 36"MIN 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) EMBEDMENT SPRING LINE MM OF PIPE N0. 68 STONE TD -20 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 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 N0, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 Lu Qrn In I'D +-I M L iJ Lic. No. 035791,E 1�01�.ks,IOIVAL ul E H- F-- w Z � W � 2Ln W : U 0 � U CLu 0 6 Q d O ZC7 w � z O U � J F- c� U � 1 W Z w � M cui fl. ui o Q Q W m CJ w W 0. tY � W FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE III -II. I I=11, BRICK SUPPORTS OR SOCIO CEMENT BLOCKS - CRUSHED STONE TYPE "K" SOFT COPPER ---CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V- AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE R.R.V. ASSEMBLY CANNOT 8E OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV NTS n b Z 0') CN cy) <o _J o a O CN Lu 0 N i 0 J o Z - Houma Lu 6 Lu �z o m sw J U W z � Z I � O W � j� � i cn � aZ � J � J O L v Lu 2Z < C ry m 0 6/`,i U d) C: U (o V) LIJ > E D y U IVlll -a �� o � Q x o � N T � 0 0 c. 0 oLLj Lu Lu ) Z c Lu o Z_ � Z z .° U C/) R J o � U v 0 0 i U ° o > w U O x O U T) E Lu � o � (Lu E oo U In w U E 0152115 JOB NO. SCALE o �' AS SHOWcn N '--.c � L T] � SHEET NO. Q � 0 9A o µ, I- 3 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO R MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED ,THE TDP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2`0 (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4", -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET / MAIN LINE z' MIN n SALT TREATED FINISHED GROUND 2 xi 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST 8E EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (z7a•) 18°-zz° 7 CU. FT. ALVE BOX #68 STONE 42"MIN 6" GATE �.� VALVE 8„ X 6„ TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED ,101NT FITTINGS WHEN THE SOIL IS DISTUP,BED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' 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 DITCH. 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 FIRE HYDRANT ASSEMBLY DETAIL N.T-5. FIG. W-4 TD -8 SCOTT R. COLLINS�Z FIG. W-9 36"MIN 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) EMBEDMENT SPRING LINE MM OF PIPE N0. 68 STONE TD -20 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 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 N0, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 Lu Qrn In I'D +-I M L iJ Lic. No. 035791,E 1�01�.ks,IOIVAL ul E H- F-- w Z � W � 2Ln W : U 0 � U CLu 0 6 Q d O ZC7 w � z O U � J F- c� U � 1 W Z w � M cui fl. ui o Q Q W m CJ w W 0. tY � W FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE III -II. I I=11, BRICK SUPPORTS OR SOCIO CEMENT BLOCKS - CRUSHED STONE TYPE "K" SOFT COPPER ---CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V- AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE R.R.V. ASSEMBLY CANNOT 8E OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV NTS n b Z 0') CN cy) <o _J o a O CN Lu 0 N i 0 J o Z - Houma Lu 6 Lu �z o m sw J U W z � Z I � O W � j� � i cn � aZ � J � J O L v Lu 2Z < C ry m 0 6/`,i U d) C: U (o V) LIJ > E D y U IVlll -a �� o � Q x o � N T � 0 0 c. 0 oLLj Lu Lu ) Z c Lu o Z_ � Z z .° U C/) R J o � U v 0 0 i U ° o > w U O x O U T) E Lu � o � (Lu E oo U In w U E 0152115 JOB NO. SCALE o �' AS SHOWcn N '--.c � L T] � SHEET NO. Q � 0 9A o µ, I- 3 n b Z 0') CN cy) <o _J o a O CN Lu 0 N i 0 J o Z - Houma Lu 6 Lu �z o m sw J U W z � Z I � O W � j� � i cn � aZ � J � J O L v Lu 2Z < C ry m 0 6/`,i U d) C: U (o V) LIJ > E D y U IVlll -a �� o � Q x o � N T � 0 0 c. 0 oLLj Lu Lu ) Z c Lu o Z_ � Z z .° U C/) R J o � U v 0 0 i U ° o > w U O x O U T) E Lu � o � (Lu E oo U In w U E 0152115 JOB NO. SCALE o �' AS SHOWcn N '--.c � L T] � SHEET NO. Q � 0 9A o µ, I- 3 o µ, I- 3 535 530 525 520 515 510 505 5°0 495 ; 9+25 9+50 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3, MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 HIGH PT STA:10+1o.o0 HIGH PT ELEV: 531.76 PVI STA:10+35.00 LOW PT STA: 12+01.25 PVI ELEV:531.26 LOW PT ELEV: 525.08 K:17.04 PVI STA:11+5o.00 LVC:5o.00 PVI ELEV:525'59 K:26.o5 °o l °O o LVC:102.50 cI O M � m + + Ln n c-{ 71 0 Lij u o , � IU m U W O W m !W > 000 u m m 40' S=3.98% 0V=Dwil 0 + O rn O ; Q rn Ln <L PRIVATE FORCE �I MAIN CROSSING LuW Lu Z I FIRE HYDRANT > ASSEMBLY w Lu IJ..I O z; rn z ; i.._ O QrnN wjLn W Ln, Ln Z j W 0�n LU `J �'~ - - -- --- _z i CONNECT PROPOSED 8" D.I. WATERLINE TO EXISTING 20" RWSA WATERLINE W/ 8" T.S.&.V. (JACK AND BORE EXISTING SUNSET AVENUE ROADWAY, SEE RWSA NOTES ON SHEET 5 FOR RWSA TAPPING REQUIREMENTS.) VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. rq o HIGH PT STA: 12+02.50 w° Lr) O N flGIi PT ELEY. ,2 0 m 0) N `^ PVI STA:12+70.00 S20 w u PVI ELEV:524.39 O > > W K:27.90 Ln M li LVC:135.00 !N O Lr LD o N O Ln N Un, Ln � O +Ln °� ri LU PROPOSED GRADE (TYP.) v 11+00 11+50 12+00 vi jm 1 >w m U -_,,_Lu , .00% LnLn e o 0 rn w° n It M�. m 0 m 0) Ln o 00 p1 S20 w Q Q L O O O O ci Ln M N1 M I !N N N N N Ln Ln p- Ln Ln Ln Ln Ln Ln 10+00 10+50 11+00 11+50 12+00 12+50 LOW PT STA: 14+28.99 LOW PT ELEV: 515.65 PVI STA:14+o3.gg 25+25 25+50 PVI ELLV:516.57 - - - - --- K 23..05_.. ...... ._.- LVC:5o.°0 rn o mEo + 06 Ln °N° H H I G H PT STA: 14+41.53 rl ww HIGH PT ELEV: 515.19 ri <� m _v u I PVI-STA:14+79.03 > >Lu PVI ELEV:513.81 m W K:20.41 LVC:75.00 Ln + Ln 0 ci Ln! to rl d! -_..._. ---.._... ____. --_-- H _...__. + Ln n Ln 0 L;j riw vi u vi > 3.5 > m > W MIN. m W ! I I - _3.67% z o � I- Ln Q w S20 w Q Q L O �TH 00� � 520 SCOTT R. COLLINS!Z U Lic. No. 035791,x. ��SSjoNAL E��Z I ¢� �! 00 w � I- U) H I GH PT STA: 26+14.52 .Y- Q Q L O \uj SIDEWALK ct] _�.-• I i -i +i U)i N w � W i 3' HIGH PT ELEV: 509.30 p- Ln -0 -IJ PLANTING - STRIP w Z �-i „u O 1 PVI STA:26+61.52 j U 0 < LCL; 2.5' ' j AS SHOWN PVI ELEV.$o8.36 (E/P - R/W) j TYPICAL SUNS�'T 14 Tl�'N�l� EXTMNDZD U 515 OI ✓ w m SHEET NO. a K:12.64 LOW PTiSTA: 2+ 0 6 ° r z 10 ° 515 z _ O' > ¢ o _ LVC: oa 94 j LOW PT ELEV: 489.40 d u) VJ � w �, > 0 BVCS: 26.14 52 j j PVI STA:2g+10.00 > W z �'' z > 1, 0 z O BVCE: 509.30 u PVI ELEV:484.91 N F J U i � V) EVCS: 27+,68.52 J Ce H K:27.21 j i Q j I J W QLU U) Uj i EVCE: 5031.92 LViC:352.00 a Lu j ® w 510 W M >Z O Ln > W ( i I 510 Lf) 12.00% L N 01 -4- MUJ ry j W \oi > > HIGH PT STA; 32+06.57 0 5 5 ! I 40' S= 3.3 ° I 8 /o m m > `� i HIGH PT ELEV: 494.30 505 � - � -- -PVI A:� I j PVI ELEV:495.o6 I 9� INTERSECTION kO OF SUN VALLEY DRIVE (STA; 27+4g) K:16.16 (STA. 17+77) AT ELEV. 500.155 jl W/ PRIVATE ALLEY !; LVC:00.00 500 I I I I � I I O n, 0 M o 0 M 5 ---------------- LnI PROPOSED 8" CL. 52 r, `" ry Uj �. DI WATERLINE U) v > m Uw EXISTING GRADE (TYP.) j > > i I I I I I I I I I , m w 495 I I I I I I I , 495 PROPOSED GRADE TYP. 3.5° ! 0 490 � , I I I - I 5 I , i MIN' i 490 I j 8" go' BEND 1.00' 2-8" G.V. j I 37 ! AIR -RELEASE VALVE 3.05' I 8"W/ 4$5 I FIRE HYDRANT I ' 4.40' i I , 8" WCL -STM ' 485 I I -- - ASSEMBLY. _.._ 8, W/L ......._.. i_ -- --I - ..__ ..... --- _._ I - - - -- 31 - -- - - -- 33 8"X6" REDUCER -STM 1 1.01, r FIRE HYDRANT ASSEMBLY & 611 G.V. STM,, 35 8» W� PROPOSED 6" CL. 52 ' 480 + DI WATERLINE 480 -- - ------ - --- ----- - - j NOTE: DEFLECT 6" WATERLINE ! UNDER STORM PIPE 37 WITHOUT j i THE USE OF VERTICAL BENDS i 475 I I I I I I I I I I 1 I I I I I I I I I I I I i 1 , , , , 475 47°470 I j N Ln ^ O 00 00 �" O � Q1 00 0 n ko Ln N 11 m CT) lD ., f in 00 ei N N O rl O Q1 N 0) ri ',t 17 M kD Ol ri � ri 00 °0 00 N N ci O ^ r-, M M N Ln 111 00 Ol O O Ll III w 00 O 00 O N � O f`. O N M O O N ri O M M M 0) O O ^ fll 00 , f re O1 0 Ln O M O ri M CO M N i\ n l0 M M O L1 N ci 0 Ln 0 ri Ln o 0 Ln 0 0 Ln O1 0 rn� 0 rn rn m CO m co m rn(n rn� rn rn rn rn rn rnLn Ln Ln L I I PROPOSED 8" CL. 52 ! DI WATERLINE I'D 00 LD + Ln rLnj W in } > m m m tD t M r_� k.0 M N m 00 rtCO r� h 't 0 n W 01 ON N N N N 1.0N --:rc�I N L!•1 N Ln LLn Ln LV) Ln Ln Ln Lnri 13+00 13+50 14+00 14+50 15+00 ALLEY A 20 MPH DESIGN SPEED M O 15+50 26+oo 26+5o 27+00 27+50 28+oo LOW PT STA: 171+o5.66 ,LOWPT ELEV:' 00,89 - PVI STA:16+j,6.16 PVI ELEV:502.28 I K:26.o2 LVC:139.0'i0 Co Ln Ln ri Ol L) 01 O Ln 16+00 LOW PT STA: 17+594,172 10W PT ELEV 499•$6 PVI STA:17+59172 PVI ELEV:499181 K:2. 1 so LVC:1o.o0 BVCS: 17+54172 ...... ......... ....... BVCE 499!191 EVCS: 17+64:172 EVCE: 499•,91 i l0 00 Ln o °O + Lf) N LLI U U > W 8" /L - STM rn Ln `° °o `° o N ri LnO Ln Ln Ln 16+50 17+00 17+50 ---.. 525 + Ln r., Ln N F- Ln W J } W F- D Q w r� ZQ D� cn �- LL w O-3 Z J p �- W W Q Ln > LuCL z� 2.00% ' 520 515 510 505 500 8" go- BEND. 495 2-8" G.V. 49° 18+00 18+25 w "o w ,-i 1-1 1-1 Lr) LD m Lr) Lu CONCRETE � I- U) CURB & GUTTER N .Y- Q Q L O \uj SIDEWALK ct] Z _�.-• � W i 3' p- Ln -0 -IJ PLANTING - STRIP w Z 5- O 1 Z U 0 < a 2.5' ' AS SHOWN a .� (E/P - R/W) Y TYPICAL SUNS�'T 14 Tl�'N�l� EXTMNDZD U C-6 SHEET NO. a 30 JfPH• POSTPO SPE`E'D LlJfIT ° NOT TO SCALE' z 10 ° v O � 3 pO d u) VJ � U)Zm� > 0 > W z 0 0 z O J g u z � N F J U `` w V) < J Ce H W m Q J W coQ J a Lu ® w W M >Z > W Lij Lf) ry w "o w ,-i 1-1 1-1 Lr) LD m Lr) Lu CONCRETE � I- (y) C r) CURB & GUTTER N .Y- Q Q L O \uj SIDEWALK U Lu 0 W (TRAVEL LANE) 1 (TRAVEL LANE) 2.5=1 30' FIC -FIC 0 o 54' PUBLIC ROAD R/W L z Q) Lu TYPIC_4.,L STRT'PT S�'CTION - 5A' PRIY14TT�' R01441ILfi 5U) > :t-_ s (SUN VALLL'Y myvF) - 25 afPH DL'S"IGN SPEED --0 z NOT TO SCALL' uj L! L -LLJ� uj z U? z .o POINT OF w R/W CG -2 CURB C/L FINISHED GRADE RI Lu L U V) z� CG -6 CURB J " 1/4': 1' 1/4':• 1' I--- o # V L 899� '� il�•� o ooa o 00qw ° ooaa ao:::.` o ° 1 -� 2.5' 0 0.5' 10' (TRAVEL LANE) (TRAVELL LANE) OS' 20' FIC -FIC- >_ 24' PRIVATE ROAD R/VV TYPICI4L �4LL�'Y S�'CTIDN - 24' ' PRIYI4.7 R0 -4.D Q) o 20 afPll DE'SIG'N SPE'E'D NOT TO SCALL' ;. CG -6 CONCRETE � I- ° 0 - CURB & GUTTER Rlw F- \uj SIDEWALK U Lu 0 W ° o ° E _�.-• _ i 3' p- Ln -0 -IJ PLANTING - STRIP JOB NO. - o 152115 o U � 1 00 a� SCALE ° a 2.5' ' AS SHOWN a .� (E/P - R/W) Y TYPICAL SUNS�'T 14 Tl�'N�l� EXTMNDZD SHEET NO. n ° 30 JfPH• POSTPO SPE`E'D LlJfIT ° NOT TO SCALE' 10 ° � 3 Tiff 0XV-1 INV INV I INV 505 500 00 N M STR:10 DI -313; L=4' -00--O O a J N fYI Ln Ln 00 00 i N 00 O m N i I N �zZ O 495 >> > z z z- _ m -- - - Ln F i f � I 490 I j TP= 22 494 ff i 530 530 9+75 10+00 11+00 12+00 STR2o-STR2 13+00 13+75 ' co STR:10 DI -313; L=4' N 500 I i _._........ ..__r - O _INV OUT: 5o 2.65 TO 8 i I N ! STR:3o DI -3B, L=4' STR:32 DI -3B; L=4 _ m TP=502.83 0o m 0 j TP= 22 494 `TP=493.98 j INV IN: 494.18 TO 10 i011 O O INV IN: 485.47 TO 32 IN : 4 75 O 34 Mco � 00 O C;, 0 INV OUT: 485.37 TO 28 I : 4 INV OUT5. TO 3o o 495 U Ln n M -�_,.t m � ��co O j '- O J m 00 O � j m N �t o >> o~: o Q Q > > >O z z z j j >> j L„Pzzj U '6 2.87' - 6„ W/ - 490 777 1.40' Q 1p 9 LCy Ln - STM 6" W/L j ll -STM � ¢ I j 33 8„ W/L----(bW cn > 31 Ln -'; _ _--S - 29485 ---- 15..CLIII RCP -- � �z --- - --- 7 117.55 LF @a 0.51% j aLd w O W 5 I 15" CL III RCP Z I i O z Ili RCP 240- LF @ o.69% 4 j 15" CL III RCP LF =) 15„ CL o% STM- 42.45 �a 2.90% 15" CL III RCP _ 8" SAN -- --- - -- - -- w 34.42 LF @ 0.52% 6-5 J o < J < j 0 48o 475! + 475 I O i.0 N o O `t a) lD Ln co Ln Ln LO 00 0 o, rn o L4 11 Ln � ,� � M rn 0 0) 1\ N co 'i Ql O fY1 ci I a) Zt j+75 10+00 11+00 12+00 13+00 14+00 STR34-OUT 15+00 16+oo 16+5 520 515 510 505 O00 \'I i i-- o0 Spp rn rn � - eo00 ItLr) 00 80 - NZ Z O/ u) I-- Z Z Z j 495 / 490 ----- - -- - „ GC 111 RCP o 121+ 521E C 1. 24 i I INV. OUT=488180 24" CL III RCP i , ,485 ! 8.57 LF @a o.58% 000 0 r, o 00 fll LnN Ln00 Owl It Ln 9+75 10+00 11+00 510 co STR:10 DI -313; L=4' 510 TP=5o8.8o INV IN: 502.75 TO 12 _._........ ..__r - ____-__ _INV OUT: 5o 2.65 TO 8 STR:8 DI -313; L=8' STR:8 DI -313; L=8' j TP=502.83 N Lon 0 INV IN: 497.5o TO 24 INV IN: 497.5o TO 24 INV IN: 494.18 TO 10 I ---- INV OUT: 494.o8 TO 6 -- O w � ao 0 00 0 � mLn I O O j M D 000 H 0 �' ri 2 D J m Ln N 00 O � N Lr' z O - - - m N �t o >> o~: o Q Q j >> j L„Pzzj U '6 I o 777 uj Q 1p 9 LCy Ln CNo o ll C) Ln � ¢ I 8„ W/L----(bW cn > O Ln -'; _ _--S - - ---- --- - --- - _ � �z 7 aLd w O W 5 Z J0 O z Ili RCP 1.97 j 15" CL III RCP LF =) 15„ CL o% STM- 42.45 �a 2.90% - $g.6$ LF @ 1.5 _ 8" SAN -- --- - -- - -- w VJLLJ 6-5 J o 510 co 00 F- n 510 STR:8 DI -313; L=8' 00 f- rl j TP=502.83 N Lon 0 INV IN: 497.5o TO 24 a Z505 CF) INV IN: 494.18 TO 10 w � INV OUT: 494.o8 TO 61 � o I j 500 I U I 500 a] 495 495 i 15" CL III RCP 31.92 LF Qa 0.78% i 490 490 11 m 0 0 . 00 05 Lan F- 0 ri Ln O > z z 1 15" CL III RCP , 58.79 LF@3.10% i o � o 0 o o Ln4- o Ln in Ln In 12+00 13+00 14+00 STR14-OUT 500 ! � M 00 � N a Ln 9+75 10+00 10+75 STR24-STR8 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 20 200 STR:26 DI -313 L=8' TP=493.22 INV IN: 482.5o TO 28 INV IN: 482.50 TO 36 495 - INV OUT. 482.4o TO - - ---- --- _ n o Ln M 00 I � n Ln 1 495 1 490 1 490 4-3 f 3..8' i 8„ W/L STM 1.07' C 8 SA 485 -STM 485 35 I ( IIInRC.P 15,9 LF @ 480 480 � N M � N o +75 10+00 11+00 11+25 STR36-STR26 NOTE: 3' MINIMUIM COVER REQUIRED OVER DRAINAGE PIPES. i 13 , „ CL 111 RCP o 0 15�F C� 2.31/ 233.85-- - - - rlH rn o 0 ci N l Lf1 Ln 15+00 NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8'0.C. COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8'0.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. NOTE: HDPE IS AN ACCEPTABLE SUBSTITUTION FOR RCP STORM PIPES N rl lO O H Il m J O m O m r' � Ln Ln yj Lrl o II > Lr) P z FA Ln rnCn lr I 16+00 520 515 510 505 500 495 490 485 17+00 495 495 STR:28 DI -3C; L=6" TP=489.49' INV IN: 484.58 TO 38� STR:38 DI -3C; L=16' INV IN: 483.7o TO 30 TP -489.49 INV OUT: 483.6o TO 26 INV OUT: 484.74 TO 28 485 37 j 485 - --� 1 1.00' 15 CL III R(P STM j 8» W/Li 31.93 LF aQ' 0.50% 80 ! 4 8o 4 j O O Ln Ci) co 00 9+75 10+00 10+75 STR38-STR28 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL -1 AS FOUND IN THE 20o8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST -1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. �v�v T H 0 ' SCOTT R. COLLINS'Z ,U Lic. No. 035791 � 'NIONAL ��G1 Lu Q rn 1-1 c i Lr) Lu uj � w CF) w � N � o 57 U O � Q o Q Q U '6 C) o uj Ln CNo o C) Ln 0 ¢ ' cn > O Ln m > Zw=)z � �z aLd w O W Z J0 O z O < U =) 6 Z LL] J U l /\13� az o_ w VJLLJ LL J o < J < 0 w C3 L9LL 0_j Q� Q) 0 o - W 3 O z < T_ m uj U ul d WCL (1) 0 w ce t� ° 0- w to Li- N O U) > Lu Lu Ln Lij fne 0 %-UJry Lu 6 Lu Q rn 1-1 c i Lr) Lu z CF) N z CY) Q o Q Q C) o uj CNo o � �z aLd w O W - � LLJ 6 Z LL] w az o_ }� LL J o 0 L9LL 0_j Q� Q) 0 o - 3 O z < T_ 0U uj U C) (1) 0 t� ° 0- w N O U) -0 O x Q x Lij 0 %-UJry 6 0 E=j o Ln U) !J 6 .3 (.Du) z w W WLuO y0/ z V) ILi�. Lu 0 z .° W U z n J � J O U C) 0 LLI o 7D C >) C) o- ci) O � Q CD o0 C) N U O x U U O � �) ow 0 J U O uLu N 0 w F CL u� o 0 JOB NO. 152115 o� SCALE W Q) (n, (3w Ill Y 50' D C U SHEET NO. V) o o 0) 0 0 � Q o C*vv�o[aUbcnm,le �4,x4° RAIL pOSTcvn�mmuvmy�nC�cws* I»»*�m,m1voXandsmpoY�v� Tf, | � -284-111-29'7 for �aUU 7f '%�lundhvv&prIoNQTE:V|S|B|LTY]FALLWECHAN|[AU | I . Llum�v��m��m»*�� 0 Goad*rmnges ,eqpi6upuv=wells o,walls; L1 uops*/txwicmns"rtmmiv- Wyvmawfv|�ml z. 0 Auu"t�s to be »avcd shuh be markul nillipliumr-lubou alo/evghtcicmflyrmnwcto"q��`o��op,�m� G� nvpradifig ,bu||be*ill unfit the f.ree^m6mghas heoni'upec,xoand mnpmv*uur*County zuq)eoun ` p,~o""«".ym"r""6~°"^^, / PLANTSCHEDULE SYM BOTANICAL NAME COMMON NAME SIZE CANOPY (sf) TOTAL SITE QUANTITY COVERAGE (sf) \ \ ,�~ WITH z'z^xz^HARDWOOD STAKES. z rnsssop4''cxL.omLAnmcnsxAuas PA PLATANUS ACERIFOLIA LONDON PLANETREE 2 1/2" cal. 422 56 23632 Py PRUNUSYEDOENSIS YOSHINO CHERRY U-71 ht. 991 4 396 QP QUERCUS PALUSTRIS PIN OAK 3 1/2" cal. 4711 10 4710 _-' . .^|- -WOODLAND �PEZ| I[TRE-_SHOWN 0 ` OUTSIDE PRESERVED SLOPES //'/' PLAN SHALL COUNT TOVVARD ACRES / -- |/ THE MINIMUM ENTRANCE | | Mi ROSS= ul U) EQ U I PM ENT, FRO M TH E ENTRAIN C E ' \ \ ,�~ WITH z'z^xz^HARDWOOD STAKES. z rnsssop4''cxL.omLAnmcnsxAuas CORRIDOR SHALL BE , � � --� SCOTT R. COL LINS sovsovv/rn3suuxuvspAcso.nw/srso' -- AworonwaucKLss. LOOP HOSE AROUND `E'~ / ' � | - / � U Lic. No. 035791 REFER roSPECIFICATIONS FOR u o FURTHER "=°''"'` M|N' ry mi 5/4"x6" DECKING ' �� TURNBUCKLES `gupTREE `�^ ,^xz^HARDWOOD STAKES, Aumw 0�� TOP opsrAxss� � MULCH SAUCER AMENDED SOIL MIX 4" 177 _-' . .^|- -WOODLAND �PEZ| I[TRE-_SHOWN 0 ` OUTSIDE PRESERVED SLOPES //'/' PLAN SHALL COUNT TOVVARD ACRES / -- |/ THE MINIMUM ENTRANCE | | ^--, ALONG SUNSET AVE. EXTENDED REQUIRED STREET TREES: 17 PROPOSED STREET TREES: 1.4 PROPOSED STREET TREES IN OPEN SPACE'A'&'E': 3 Conservation Plan Notes: TOTAL STREET TREES FOR SUNSET AVE. EXT: 17 m°u 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED VNUU PAINT OR RIBBON AT A HEIGHT' CLEARLY N3|BLL TO EQUIPMENT OPERADJR3. NO LAND DISTURBING ACTIVITY 5HALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. - - ^ 2. HEAVY EQUIPMENT, VEHICULAR TRAFF|C, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED VMTU|N THE OUTSIDE DNPUNE OF TREES TO BE | PRESERVED AND PROTECTED. | - - - -�-.3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. ( 4� FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DR|PL|NE OF TREES TO BE PRESERVED AND PROTECTED. ^ | | 5. TOXIC MATERIALS SHALL NOT BE STORED Y|lH|N lOO FEET OF THE OUTSIDE O0PL|NE ORTREES TO BE PRESERVED AND PROTECTED. ' | | --_ -_ __ ____ _--_--__ FENCING �_ _-_ '__� -- _ __ _- _ -_-- ��_ '_---_-- ��_ �__-__- _' __ .....-,. / a ' O NO LAND DISTURBING ACTIVITY SHALL ��C|N UNTIL |M� |�� M0|�C||V� ��NQN� M8� ��LN INSTALLED �Y |H� �UN|HA�|UM AND |N��C|�U �MU 8��UY�U �Y |�� COUNTY / /l c�/nmcF7Q/mrnF_n�Fm x��T 7. / ` WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE' TELEPHONE OR OTHER U7lUTf SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEAR|NC, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN MED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER U{D0TS OF TREES TO BE PRESERVED AND PROTECTED. ` { 8. ANY DAMAGE TO THE CRDWN, TRUNK' OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN / THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. ~� SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18^ VER THE ROOT ZONE THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED./ / | CORRECT METHODS DF TREE FENCING s� CORRECT TRUNK ARMORING10. TREE PROTECTIVE MEASURES � | ---- F7 ------ ---------- --------- �Tr _4 Tree Planting d StakingDetail Not ToScale DOUBLE STRAND muGAUGE WIRE WITH RUBBER HOSE mTURNBUCKLES 2"X2" HARDWOOD STAKE CUT mREMOVE BURLAP FROM TOP 1/3orBALL AsSHOWN SCARIFY SUBSOIL ro4"MIN. DEPTH MULCH SAUCER FINISHIED GRADE TREE& UPro4"CAL. SHALL BE STAKED. nuse& 4"CAL. oxLARGER SHALL os GUYED WITH yEQUALLY SPACED nw/sncD, #12GAUGE WIRE WITH HOSE AND r/uwwuucxLssLOOP HOSE ^xouINornuwuABOVE BRANCHES Aas*(OvvN,FLAG WIRES WITH counwsvrAps.REFER roSPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX cowpAcrsosueouAos Evergreen Tree Planting Detail Not ToScale Mi ROSS= ul U) —Iffi-Mme ,�~ WITH z'z^xz^HARDWOOD STAKES. z rnsssop4''cxL.omLAnmcnsxAuas sovsovv/rn3suuxuvspAcso.nw/srso' -- AworonwaucKLss. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH couevsvTAPE. REFER roSPECIFICATIONS FOR u o FURTHER "=°''"'` ry mi ourw/nssWITH RUBBER HOSE AND �� TURNBUCKLES `gupTREE `�^ ,^xz^HARDWOOD STAKES, Aumw 0�� TOP opsrAxss� � MULCH SAUCER AMENDED SOIL MIX ^--, ALONG SUNSET AVE. EXTENDED REQUIRED STREET TREES: 17 PROPOSED STREET TREES: 1.4 PROPOSED STREET TREES IN OPEN SPACE'A'&'E': 3 Conservation Plan Notes: TOTAL STREET TREES FOR SUNSET AVE. EXT: 17 m°u 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED VNUU PAINT OR RIBBON AT A HEIGHT' CLEARLY N3|BLL TO EQUIPMENT OPERADJR3. NO LAND DISTURBING ACTIVITY 5HALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. - - ^ 2. HEAVY EQUIPMENT, VEHICULAR TRAFF|C, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED VMTU|N THE OUTSIDE DNPUNE OF TREES TO BE | PRESERVED AND PROTECTED. | - - - -�-.3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. ( 4� FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DR|PL|NE OF TREES TO BE PRESERVED AND PROTECTED. ^ | | 5. TOXIC MATERIALS SHALL NOT BE STORED Y|lH|N lOO FEET OF THE OUTSIDE O0PL|NE ORTREES TO BE PRESERVED AND PROTECTED. ' | | --_ -_ __ ____ _--_--__ FENCING �_ _-_ '__� -- _ __ _- _ -_-- ��_ '_---_-- ��_ �__-__- _' __ .....-,. / a ' O NO LAND DISTURBING ACTIVITY SHALL ��C|N UNTIL |M� |�� M0|�C||V� ��NQN� M8� ��LN INSTALLED �Y |H� �UN|HA�|UM AND |N��C|�U �MU 8��UY�U �Y |�� COUNTY / /l c�/nmcF7Q/mrnF_n�Fm x��T 7. / ` WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE' TELEPHONE OR OTHER U7lUTf SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEAR|NC, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN MED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER U{D0TS OF TREES TO BE PRESERVED AND PROTECTED. ` { 8. ANY DAMAGE TO THE CRDWN, TRUNK' OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN / THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. ~� SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18^ VER THE ROOT ZONE THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED./ / | CORRECT METHODS DF TREE FENCING s� CORRECT TRUNK ARMORING10. TREE PROTECTIVE MEASURES � | ---- F7 ------ ---------- --------- �Tr _4 Tree Planting d StakingDetail Not ToScale DOUBLE STRAND muGAUGE WIRE WITH RUBBER HOSE mTURNBUCKLES 2"X2" HARDWOOD STAKE CUT mREMOVE BURLAP FROM TOP 1/3orBALL AsSHOWN SCARIFY SUBSOIL ro4"MIN. DEPTH MULCH SAUCER FINISHIED GRADE TREE& UPro4"CAL. SHALL BE STAKED. nuse& 4"CAL. oxLARGER SHALL os GUYED WITH yEQUALLY SPACED nw/sncD, #12GAUGE WIRE WITH HOSE AND r/uwwuucxLssLOOP HOSE ^xouINornuwuABOVE BRANCHES Aas*(OvvN,FLAG WIRES WITH counwsvrAps.REFER roSPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX cowpAcrsosueouAos Evergreen Tree Planting Detail Not ToScale CUT AND REMOVE BURLAP FROM TOP +8opBALL *aSHOWN SCARIFY SUBSOIL ro4"MIN. DEPTH ul U) rnsssupn»�,o^�s��uassrxxcn ,�~ WITH z'z^xz^HARDWOOD STAKES. z rnsssop4''cxL.omLAnmcnsxAuas sovsovv/rn3suuxuvspAcso.nw/srso' -- AworonwaucKLss. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH couevsvTAPE. REFER roSPECIFICATIONS FOR u o FURTHER "=°''"'` ry mi ourw/nssWITH RUBBER HOSE AND �� TURNBUCKLES `gupTREE `�^ ,^xz^HARDWOOD STAKES, Aumw 0�� TOP opsrAxss� � MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP +8opBALL *aSHOWN SCARIFY SUBSOIL ro4"MIN. DEPTH