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Home My WebLink AboutSDP202100010 Plan - Submittal (First) 2021-01-27SITE PLAN AMENDMENT OLD TRAIL VILLAGE BLOCK 32, PHASE 2 LOTS 34 THROUGH 40 AND POCKET PARK "A" GENERAL CONSTRUCTION NOTES: (AS PER RGA PLAN) 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS. BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL., STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN. IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLAINS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. ALL FILL MATERIALS SHALL BE COMPACTED TO 95X OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASH ID T- 99 METHOD A. WITHIN PLUS OR MINUS 2X OF OPTIMUM MOISTURE. FOR THE FULL WIDTH AND DEPTH OF THE FILL 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. AIL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK. AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. EARTHWORK, DRAINAGE, & SITE CONDITIONS: (AS PER RGA PLAN) 1. EXCEPT AS OTHERWISE SHOWN ON THE PLAINS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. ALL FILL MATERIALS SHALLLBE COMPACTED TO 95X OF THEORETICAL MAXIMUM DENSITY AS DETERMINEDBY AASH ID T- 99 METHOD A. WITHIN PLUS OR MINUS 2X OF OPTIMUM MOISTURE. FOR THE FULL WIDTH AND DEPTH OF THE FILL 3. ALL GRADING AND IMPROVEMENTSTO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. AIL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK. AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. WHITE HALL MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA ACSA GENERAL WATER & SEWER CONDITIONS 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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERUNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. 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). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. .,CRFFk��F \\ l F SITE 25 VICINITY MAP SCALE 1" = 1000' LEGEND: R/W = RIGHT OF WAY SBL = SETBACK LINE D.B. = DEED BOOK PG. = PAGE TMP = TAX MAP AND PARCEL WL = CENTERLINE WATERLINE ACSA = ALBEMARLE COUNTY SERVICE AUTHORITY SD/E-1 = VARIABLE WIDTH PUBLIC SIGHT DISTANCE EASEMENT D.B. 5208, PG. 362, 366 (PLAT) SD/E-2 = VARIABLE WIDTH PUBLIC SIGHT DISTANCE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) SD/E = VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) ST/E = 20' PUBLIC STORM DRAINAGE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) SS/E = 20' ACSA SANITARY SEWER EASEMENT D.B. 5208, PG. 362, 366 (PLAT) WL/E-X = EXISTING 20' ACSA WATERLINE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) WL/E = NEW 20' ACSA WATERLINE EASEMENT (FROM PT. "A" TO "B" SEE TABLE) NEW DW/E = NEW DRIVEWAY EASEMENT PD/E-1 = VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT D.B. 5208, PG. 362, 366 (PLAT) PD/E-2 = VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) PHASE 1 = D.B. 5208, PG. 362, 366 (PLAT) PHASE 2 = D.B. 5386, PG. 251, 255 (PLAT) (RGA PLAN) = PLANS PREPARED BY ROUDABUSH, GALE & ASSOCIATES TITLED ROAD AND UTILITY PLAN OLD TRAIL VILLAGE BLOCK 32 DATED SEPTEMBER 10, 2018 AND LAST REVISED MAY 23, 2019 SHEET SCHEDULE SHEET CONTENTS TITLE PAGE VICINITY MAP GENERAL CONSTRUCTION NOTES: 1.00 ACSA GENERAL WATER & SEWER CONDITIONS EARTHWORK, DRAINAGE, & SITE CONDITIONS: GENERAL SURVEY NOTES LEGEND 2.00 LOTS 34 - 40 EXISTING CONDITIONS 2.10 LOTS 34 - 40 SITE PLAN AMENDMENT 3.00 DETAILS NOTES: 1.) OWNER: MARCH MOUNTAIN PROPERTIES, LLC. 1005 HEATHERCROFT CIRCLE, SUITE 100 CROZET, VA 22932 2.) TAX MAP AND PARCEL(S): TMP 055EO-01-32-03400 THROUGH TMP 055EO-01-32-04000 3.) DEED REFERENCES: DEED BOOK 2233, PAGE 389 (PORTION THEREOF) DEED BOOK 5386, PAGE 251, 255 (PLAT) 4.) MAGISTERIAL DISTRICT: WHITE HALL 5.) ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH PROFFERS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016. 6.) PLANNED USE: 10 TOTAL ATTACHED RESIDENTIAL UNITS. 2 SETS OF 5 UNIT DWELLINGS PROPOSED. THREE (3) NEW LOTS PROPOSED TO BE ADDED TO THE EXISTING 7 LOTS. 7.) WATERSHED: LICKINGHOLE CREEK 8.) WATER SUPPLY WATERSHED: SOUTH FORK RIVANNA RESERVOIR. 9.) AGRICULTURAL -FORESTALL DISTRICTS: DOES NOT LIE WITHIN. 10.) DEVELOPMENT AREA: LIES WITHIN THE DEVELOPMENT AREA. 11.) CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN PROJECT LIMITS. 12.) TOPOGRAPHY: BASED UPON A CURRENT FIELD RAN TOPOGRAPHIC SURVEY PREPARED BY THIS FIRM. NO BURIAL GROUNDS WERE FOUND. 13.) THE HORIZONTAL DATUM IS BASED ON VIRGINIA STATE GRID NORTH SOUTH ZONE 1983. THE VERTICAL DATUM IS BASED ON NAVD 1988. 14.) FLOOD ZONE: PROJECT DOES NOT LIE WITHIN A F.E.M.A. DEFINED 100 YEAR FLOOD PLAIN AS SHOWN ON FLOOD INSURANCE RATE MAP (FIRM) 510006-0237 D, WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 15.) ADDITIONAL SITE PLAN INFORMATION, EROSION CONTROL, AND LANDSCAPE PLANS SEE PLAN PREPARED BY ROUDABUSH, GALE & ASSOCIATES TITLED ROAD AND UTILITY PLAN OLD TRAIL VILLAGE BLOCK 32 DATED SEPTEMBER 10, 2018 AND LAST REVISED MAY 23, 2019 (RGA PLAN). NO OVERLOT GRADING, ADDITIONS, OR SUBTRACTIONS FROM THE ORIGINAL SITE PLAN LANDSCAPING PLAN ARE PROPOSED OTHER THAN SHOWN HEREON AND NOTED AS "PROPOSED". 16.) LOT AND BUILDING REQUIREMENTS A.) HEIGHT: SINGLE FAMILY ATTACHED = 4 STORIES OR 60'. B.) FRONT SETBACKS: FRONT RANGE 5' (MIN.) TO 25' (MAX.) C.) SIDE SETBACK = 5' D.) REAR SETBACK = 5' 17.) PARKING REQUIRED: AS SHOWN ON (RGA PLAN) AND HEREON. SEE "C" BELOW A.) 2 SPACES PER SINGLE FAMILY DETACHED - 73 (SFD) = 146 SPACES (RGA PLAN) B.) 2 SPACES PER SINGLE FAMILY ATTACHED - 19 (SFA) = 38 SPACES (RGA PLAN) C.) 2 SPACES PER SINGLE FAMILY ATTACHED - 3 (SFA) = 6 SPACES (THIS PLAN) REQUIRED SPACES = 190 TOTAL. 18.) PARKING PROVIDED: AS SHOWN ON (RGA PLAN) AND HEREON. SEE "D" BELOW. A.) 4 SPACES PER SINGLE FAMILY DETACHED (SFD) - 2 GARAGE + 2 DRIVEWAY 73 (SFD) X 4 = 292 (RGA PLAN) B.) 2 SPACES PER SINGE FAMILY ATTACHED (SFA) - 19 (SFA) = 38 (RGA PLAN) C.) ON -STREET PARKING (ONE SIDE OF BISHOPGATE LANE)( = 88 (RGA PLAN) D.) 2 SPACES PER SINGLE FAMILY ATTACHED (SFA) - 3 (SFA) = 6 (THIS PLAN) PROVIDED SPACES = 424 TOTAL. (+234) 19.) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, IMPLEMENTATION, AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. v Q no z W W� U0 0 W �L.L' Z .j J-=zm n J 1..� < H J N � W - coOrr � < C/) C O W OJU) J mOO �� p =J J Lu c'J NOT FOR CONSTRUCTION STM—AB RGA I LOT 29 LOT 30 6.2B / cf) / 'a co Q (f) /W O \ / on �-n � SO /STM—AB / RGA 6.2B ® STM—AB 6B x 6 / EX. C13677 _ F/ I a� SAN—AB 6FVU cn RGA— 0 ss69 I \ m EX. CG6 I \ PHASE 2 \ \ 17> LOT 31 � EX. CG6 BICKNELL STREET s� 30' PRIVATE RI HT_OF_W Y 6 Pss- 5386, PG. 251, 255 (PLAT) ry rrG LOT 32 LOT 33 V32C PD E-2 cn ( 6� s s m \ STM—AB � 31C I LOT 34 LOT 35 \ LOT 36 LOT 37 LOT 38 LOT 39 LOT--/40 ° I \ I I I I I m I x \ J \ z = 1 � N �- WL Wt- \ WL WL WL WL WL WL EX. 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NO.: C:\UMSURVEMOLD TRAIL\BLOCK 32\ LOT 34-401SITE-PLAMOTTH 32 LOTS 34-40-02.DWG VIRGINIA GRID NORTH SOUTH ZONE (NAD '83) DATE: JANUARY5,2021 REVISED: SCALE: HORIZONTAL: I" =10' CONTOUR INTERVAL=1' SHEET TITLE: LOTS 34-40 EXISTING CONDTIONS SHEET NO.: 2.00 w 0 CL o / G � � 00 � n STM RGA 6.2E ® STM-AB 6BA •J STM -AB RGA I LOT 29 6.2B ' EX. CG6 I _ F /7— I OD SAN-AB / 6" PVC RGA- 0 ss-9 Q m U' EX. CG6 s \ HASt ° p. R e . \ -to \ z \ ` O \ D C/-) --i `01 `r a n'. e p \ s e e ° / m LOT 30 ►bi yID m NEW DW/E = NEW DRIVEWAY EASEMENT LOT 31 EX. CG6 BICKNELL STREET 30' IVATE RI H T_OF_W Y 6" PVC \ D.B. 5386, PG. 251, 255 (P T) LOT 32 Cn SAN-AB RGA- H LOT 33 STM-AB / RGA r— 3.2C PD E-2 \ 0 6" PVC SAN-AB _ss RGA- G s RGA ' e a ° � e e > — b . ° e.� Z ep ° p ` 1 tr -41 _ z O W— J � I �o I Dui ?, Q0 a T. ° e ♦ a e _ a e. _\ p 5' SBL �\ L— g_— ° —_ 5' SBL . _ 17. a p, .. p' ° a '� � e " p � �� - L WL WL WL � L WL WL WL�— WL WL WL WL W WL WL \ EX. 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NO.: C:\UMSURVEMOLD TRAUBLOCK 321 LOT 34-401SITE-PLAMOTTH 32 LOTS 34-40-02DWG VIRGINIA GRID NORTH SOUTH ZONE (NAD '83) DATE: JANUARY5,2021 REVISED: SCALE: HORIZONTAL: 1" =10' CONTOUR INTERVAL=1' SHEET TITLE: LOTS 34-40 SITE PLAN SHEET NO.: 2.00 I I T III III I III CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL` \\\ T SHUT—OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B I U-11 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (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% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN FINISHED GROUND SECTION LINE WYE-TEE PLAN VARIES SALT TREATED 2 x 4 MARKER PLUG END OF — SERVICE LATERAL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 Ii! COVER LIFT NOTCH � 14 1/2" 12 1/212 3/8" " WATER I i CAST IRON LID 18" METER BOX r �1� ti 11ry l f ry - k z ti Ij 18' I ,. 6" EXTENSION PIPESLOT (2 PLACES) NOTES: I. (1) A 1-3/4- DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. i TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 i I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL a. I g" INITIAL BACKFILL gz4' wg MIN MIN. MIN. MIN. 6" BEDDING 1 ;z =' #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 a'MI INITIAL BACKFILL IV MI UNSTABLE a" B" e' e" $OIL\ MIN. MIN. MIN MIN #68 STONE i 3• ^jI"'+ GRANULAR FILL AS E• , -, X _,. M F;"l•1'' ^.:•- — APPROVED �BY ACSA STA CI(� STABLE SOIL OR ROC\ NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS 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 TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD— 2 1' COMPRESSION x 3/V MALE PIPE COUPLING OR APPROVED EQUAL Q 1' TYPE 'K'R SOFT COPPER FOR USE AN ATTACHED SINGLE FAMILY RESIDENTIAL OR DUAL RESIDENTIAL AND IRRIGATIONSER SEFVICES. 1'x1""1' TEE O NOTE NO SWEATED FITTINGS 2' DUAL SERVICE R 1' COMPRESSION x 3/V MALE PIPE COUPLING OR APPROVED EQUAL I' TYPE "K" SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVILE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CASTIRON UD F FRGSNED GRADE 12'-15 BALL METER YALVE LLEETT Box (INggDUR & 30' MIN. COPPERSE77FR 1/8 BEND COUPUNG� Ps METER CORPORATION STOP ;w�?,Vj i ;,s,.!�•:• N NECESSARY SAND OR DUST UNDER �`�il:lr/"f.:. ;4s`' •• .y. �';� A 4' DIAMETER DRAIN PIPE 12*BOX AND SETTER (2-INCH ij a .• , 11��,.�r: J. LONG STONE POCKET, VDOT MINIMUM THICKNESS) x�?�3'4'"'`•�'"'+'"�"1' :t.P. SPEC. 203. NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/811 & 11' METERS) NTS FIG. W-6A TD-10 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. i SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 10, j i f i I WATER SEWER I 1 3 � £ I LOCATION OF OTHER UTILITIES I (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) I I EASEMENT WIDTH& WATER OR SEWER ONLY - 20' MINIMUM ; WATER & SEWER 30' MINIMUM IK SEE PART 3, PARAGRAPH DT SEPARATION OF WATER & SEWER SYSTEMS. I UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT ❑F WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 � LLI V ZJ Q J J > 0 J_ WQ U Q J 0 SHEET TITLE: ^� z ILL D ` W� c\1Yz U0 W o V J 0 I Q � � Q m a.C\Ja� CD / Y � o O V W JD� Q L7 I = W cM�M ~ 'J DETAILS SHEET NC.: NOT FOR CONSTRUCTION Well]