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HomeMy WebLinkAboutSDP200700035 Plan - Approved Final Site Plan and Comps. 2008-01-29DRAWING INDEX C1 of 9 COVER SHEET C2 of 9 SITE PLAN C3 of 9 GRADING AND UTILITY PLAN C4 of 9 BIO-FITLERS/DETAILS C5 of 9 STORM DETAILS C6 of 9 SANITARY DETAILS C7 of 9 WATERLINE DETAILS C8 of 9 LANDSCAPE PLAN C9 of 9 CONTEXT PLAN FINAL SITE DEVELOPMENT PLANS FOR AB ING ON PLACE - PHASE I I AT HOLLYMEAD TOWNCENTER TM 32B PARCEL A I DB 2r685 PAGE 296 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA LE GE DATE DEPARTMENTS OF COMMUNITY BFE Basement Floor Elevation -- 550--- Existing Contour BOA Blow Off Assembly DB 2685 PAGE 296 Existing Critical Slopes ARV Air Release Valve 4.13 AC. Existing Storm Sewer BPD Backflow Prevention Device TRIBAL PROPERTIES LLC. ' Sewer Existing Sanitary y DEP Drainage Easement Private -50 New Contour DI Ductile Iron CHARLOTTESVILLE, VA 22,902 FHA Fire Hydrant Assembly x50.00 New Spot Elevation FFE Finished Floor Elevation 0 New Concrete GFE Garage Floor Elevation TOTAL ACREAGE FOR PHASE 2 PARCEL 46: 3.90 ACRES. 0 0 GV Gate Valve ® New Stamped Concrete BV Butterfly Valve SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY'S (Cobble Pattern) HDPE Corrogated Plastic Pipe ® New Stamped Concrete MH Manhole - MAX 2.0' FROM PUBLIC R/W (Brick Pattern) PDE Public Drainage Easement REAR YARD: 3' RCP Reinforced Concrete Pipe 100' GREENWAY BUFFER FROM STREAM New Painted Crosswalk YD Yard Drain T New Asphalt SCC New Stormwater Conveyance Channel PARKING SCHEDULE: New Storm Sewer REQUIRED: 2 SPACES PER UNIT x 64 UNITS = 128 SPACES Benchmark + 1 GUEST SPACE PER 4 UNITS = 16 SPACES New Sanitary Sewer � Power Pale O New Water Meter # New Light Pole wr New Window Well -B-B-B a New Guardrail o New Bike Lane 0--0- Building Setback Line -� New Fence 09n New Bench ® EC -2 Blanket Matting g. PRE -DEV % POST -DEV % Proposed Seating Wall BUILDING: 0 SF 0 29,440 SF 34.1 EC -3 Type A ROAD: 0 SF 0 19,970 SF 23.2 IMPERVIOUS: 0 SF 0 10,581 SF. 12.3 Grass SITE DATA LEGAL REFERENCE: TM 32B PARCEL Al DATE DEPARTMENTS OF COMMUNITY 3 0 PHASE 2 .........2.95 AC. SOURCE OF TITLE FOR PARCEL Al- PRIVATE RIGHT OF WAY ........73 AC. DB 2685 PAGE 296 PUBLIC RIGHT OF WAY ..........45 AC. PB 1970 PAGE 113 TOTAL .................................... 4.13 AC. OWNER/DEVELOPER:, E TRIBAL PROPERTIES LLC. E GINEERING DEPARTMENT 6 z C/0 EDWARD H. BAIN JR. i� 420 PARK STREET. VIRGINIA DEPARTMENT OF TRANSPORTATION CHARLOTTESVILLE, VA 22,902 BOARD OF ARCHITECTURAL REVIEW ZONING: FIRE OFFICIAL PD -MC PLANNED DEVELOPMENT MIXED COMMERCIAL NMD NEIGHBORHOOD MODEL DISTRICT (BY ZMA 02-02) a CRITICAL SLOPES WAIVER APPROVED 12/13/2005 TOTAL ACREAGE FOR PHASE 2 PARCEL 46: 3.90 ACRES. 0 0 GROSS RESIDENTIAL DENSITY: 64 UNITS/3.90 =.15.38 DU/ACRE V> 1 MAGISTERIAL DISTRICT: RIO U SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY'S BENCHMARK: EDGE OF PAVEMENT ON DEERWOOD DRIVE; ELEV =561.97; USGS DATUM M SETBACKS: FRONT YARD: BUILDING - MIN 5' FROM PUBLIC R/W U - MAX 2.0' FROM PUBLIC R/W 6 i � SIDE YARD: 3' REAR YARD: 3' UNDISTURBED BUFFER: 50' UNDISTURBED BUFFER FROM STREAM 100' GREENWAY BUFFER FROM STREAM MAXIMUM BUILDING HEIGHT: 50' WITH MAXIMUM OF 3 STORIES FACING STREET. CURRENT USE: VACANT PROPOSED USE: 64 TOWNHOUSES PARKING SCHEDULE: REQUIRED: 2 SPACES PER UNIT x 64 UNITS = 128 SPACES + 1 GUEST SPACE PER 4 UNITS = 16 SPACES TOTAL = 144 SPACES UD PROVIDED: 2 CAR GARAGE PER UNIT x 64 UNITS = 128 SPACES + PARKING ON PRIVATE/PUBLIC STREETS = 82 SPACES 210 SPACES (NO PARKING IN FRONT OF GARAGES ON ALLEYS) LAND USE BLOCK I TOTAL DWELLING UNITS: 32 RESIDENTIAL DENSITY: 32 UNITS/1.98 = 16.16 DU/ACRE TOTAL RESIDENTIAL SF: 56,704 SF LAND USE SCHEDULE: PRE -DEV % POST -DEV % BUILDING: 0 SF 0 29,440 SF 34.1 ROAD: 0 SF 0 19,970 SF 23.2 IMPERVIOUS: 0 SF 0 10,581 SF. 12.3 PERVIOUS: 86,249 SF 100 26,258 SF 30.4 TOTAL: 86,249 SF 100 86,249 SF 100 LAND USE BLOCK V a TOTAL DWELLING UNITS: 32 RESIDENTIAL DENSITY: 32 UNITS/1.92 = 16.67 DU/ACRE � TOTAL RESIDENTIAL SF: 56,704 SF LAND USE SCHEDULE: PRE -DEV % POST -DEV % BUILDING: 0 SF 0 29,440 SF 35.2 ROAD: 0 SF 0 20,331 SF 24.3 IMPERVIOUS: 0 SF 0 10,581 SF 12.7 PERVIOUS: 83,635 SF 100 23,283 SF 27.8 TOTAL: 83,635 SF 100 83,635 SF 100 I SITE SPECIFIC NOTES 1. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 2. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 3. NO LIGHT FIXTURE EXCEEDING 3,000 LUMENS SHALL BE INSTALLED ON THE SITE. 3. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING. 4. STORMWATER RUNOFF FOR THIS SITE IS MANAGED BY THE REGIONAL STORMWATER MANAGEMENT FACILITY ADJACENT TO TIMBERWOOD BLVD, UPSTREAM OF THE SITE. WATER QUALITY IS MANAGED BY THE FACILITIES SHOWN ON THE PLAN APPROVED WITH PHASE 1. 5. WATER METERS SHALL BE SIZED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. I-;, NDICAP RAMPS SHALL BE PROVIDED AT ALL CROSSWALK LOCATIONS. 7. LC ; 10" THROUGH 117 SHALL HAVE GRINDER PUMPS FOR BASEMENT FIXTURES. GIFLNERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. 4. UNITS WITHOUT DETACHED GARAGES INCLUDE TWO CAR GARAGES IN BASEMENT. Ce o� 0 Rd. A °0 Proffitt R,,,,,r GENERAL WATER, & 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST RECENT GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IS USGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LO:;ATED OUTSIDE OF ROADSIDE DITCHES. 8. ALL NEW UTILITY EASEMENTS SHALL BE DEDICATED TO CSA. 9. VALVES ON DEAD-END LINES SHALL BE RODDED TO PRCVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. _j y ALBEMARLECOUNTY ENGINEERING GCONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOf ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS .SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE 1= ;OVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTIL!?E0, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH M' . BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE ;1iRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION �4(1ST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9. ALL NEW PUBLIC DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. i APPROVALS DATE DEPARTMENTS OF COMMUNITY 3 0 DEVELOPMENT ZONING DEPARTMENT L N N INSPECTIONS EPARTMENT/FIRE OFFICIAL r- SERVICE AUTHORITY E o z E GINEERING DEPARTMENT 6 z U 'o i� U) VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL REVIEW W FIRE OFFICIAL oP7$0$ a U m6C m J °'m 4a -� N C C6 E Cz i C O. U Oco ._ > E 010 o a�- 0 ..0 Or 06, a<c O� U TikiOTHY RAY N !L LE, Q& Lic. No. 30542 4 �SSIQNAL���� •� Revisions: NO. DESCRIPTION I DATE 1. ICOUNTY CMNTS 05.14.0% Sheet No Clof9 a 3 0 U) L N N PO r- c E o z a 6 z U 'o i� U) W W B � a 0 0 0 V> 1 U Tm W M 3 U O 6 i � U � U Sheet No Clof9 3 0 11 r_ C L N N C) a U) B � a 0 0 0 UD E-4 E- O W a C> ':4 � a w w � � H E-+ z P-4 i --i t� o _ .o i Sheet No Clof9 0000 PHASE 1 ` �Py FHA REFER TO ` I APPR(1\/Fn ST -1E1 O 0 Fn ---'--i ST -28 O 0 O rLMN3 TM 32 Par 45 HM Acquisition f�%wtii Groin.; LL C l BR DB 3009-09'6MAN M 20 0 20 40 60 DR 2890-696 SCALE: 1" = 20' .5'.Wdewaik D O N � s C Q, 0 O —U .0 � N C OQ YJ —-- D� 0 6' Planting Strip 00 00 0 1D1 O 00 6' Planting Strip 00 00 ya O----------FHST-1 avc PLTH pF`/ 0 O OQ. �O A-- Ltc. No. 30542 -o 01,ONAL Q. ENG`��. Revisions: NO. DESCRIPTION DATE 1. COUNTY CMNTS 05.14.07 2. COUNTY CMNTS 07.26.07 3. COUNTY CMNTS 09.10.07 4. COUNTY CMNTS 09.26.07 FHA N N i 1 C14 CG 2 s E o z S CG.2' , G) o ' CG- 2" J—j t--� Tr � N T , H m C � 6 � U U 0 U 3 t t� O � N 7:X20.. N Q r2v:e Qi v i= V) c c N �3 i rz a 3 i ai O F� H� O r Tn �� I� (� O z M W w X20 � , , w Q O H _ z � ~' Q C U N p ti �C2 of i , _ .. . OO OO6' Planting Strip O 0 O�ST-1E O CQ 0 6' Planting Strip OO -12 G-12 'O cn- Sidewa5.Sxiewal� lk . o .D %5 D p -, .. 8. -T-M O I Proposed Temporary — — — — Turnaround � ?� I I Zv W �' " C-+ ?� _ Proposed Temporary -/,r ZV Zv N Zv L—, ?v W 14 �2 Turnaround Easement cfl N _ . r� �� n �� O �' y.,, °__'' I c' `-� �� O -2 O ST -1E1 O 0 Fn ---'--i ST -28 O 0 O rLMN3 TM 32 Par 45 HM Acquisition f�%wtii Groin.; LL C l BR DB 3009-09'6MAN M 20 0 20 40 60 DR 2890-696 SCALE: 1" = 20' i N � s C Q, 0 O —U .0 � N C OQ ya avc PLTH pF`/ TIMOTHY RAY MILLER n Ltc. No. 30542 -o 01,ONAL Q. ENG`��. Revisions: NO. DESCRIPTION DATE 1. COUNTY CMNTS 05.14.07 2. COUNTY CMNTS 07.26.07 3. COUNTY CMNTS 09.10.07 4. COUNTY CMNTS 09.26.07 N N i C14 CD E o z U U " G) o t--� WU � N T m H m C � 6 � U U 0 U 3 t t� O � N N Q M O Qi v i= V) c c �3 i 3 i ai O F� H� O r Tn �� I� (� O z W w a w Q O H _ z � ~' Q C U N p Sheet No: �C2 of 0 C C6 0 43 tn - C 0 0 0 C > E 0 v. 0, Aft 0 � 0 0,0 lu 0 C,* ,NLTH o (:'>IIMOTHY RAY MILLER�� Uc. No. 30542 -0 P ON A L Revisions: NO. I DESCRIPTION I DATE oo� Pill C14 _Pr se OPO DI" BFE Temporar L - - 17 BFE­ 13 FYY- BFE BF 13FE B �Y- BF Z BF BF -BFE BF BF V\_ L Turnarou d - Ln 42.00 542.67 5�13. w 544.67 545.33, 546.00 546.67 548.00 550.10 550.77 5 �10 552.77 554.10 554.77 ---/556.10 556.77 04 CD Proposed Temp Uj Turnaround Easement 1:4- 0 F, rFE FFE FFE FFE FFE FFE FFE FFE FFE 560.68 FFC562.02 FFE_,56f. 6 8 FFE 564.02 FFE 564.68-- FE -56" -FFE- 5&�68 551.92 r. L7. ? r� r� rl r� ? r) C�C;r� FIR 56002 552.5§, 55,4-n 555.92 557.92 CD 12" HDPE YD -9 YD 10 YD- .11 S 1 1 -7 YD 8 V) 7 77 -C:> 10" Drain Easement 10' DrainaW Easement i V_ _0 C14 GFL�P25 GFE 560.58 GFE 561.25 GFE 5-6-Z5B TFE�_5 .25 .67 ---G-FE 553.00 GFE -553.67 GFE 555.00 GFE 555.67 -6f� 556.58 GFE 557.25 GFE 558.58 C_ r - - - - - - 0 -7 20' Drainac Ment a r_ 0 C> 'iemporary Grading j r%" 0517 5 B E FE '33 r p rop' e M' Tu no, J5 .771 yi r,nyt 'm or ' P -asern FFE 5 JFFC 60. 02 C=) Easement Across 7 7 77, K" 77,77, J, �11 A TM 32 Par 50 As Required _Vll'�, -0413 H 0 20' Sanitai 7! vt; y7p 4 - Ir L GFE 550.50 _-Ge551.17 GFE 5,j/4.ju GFE 553.17 GFE 554.50 _Q5 -5-55-17 GFE 556.50 GFE 557.17 5 GFE 558.00 GFE 558.67 __QFZ--560.00 GFE 5W67 GF��61.33 GFE 5�2(30 CD BFE 551.17 X1 BFE 5 BFE 555.17 557Z4- BFIE51,84 BFE 553. 53.84 BFE 555.84 BFE 557.17 BFE z 5 bFr- 55B. -13FE7559.34 BFE 560.67 BFE b6l.�� BFE 562.00 BrE 562.67 BFE 563.33 BFE 564.00 FFE 56 0 _FF 560, FFE 56,2.00 FFE 56�- FFE 564.Ok FFE 564. FFE 566.00 ---f FE 566. FFE 567.50 FFE 568.1 FFE 569.50, FFE 5701k FFE 570.83 11 FE 37 1. FFE 572.17 FFE 572jW - E-1 --L4 E.. 7 . . . . ...... v 7 R'l v 0 e" Fz4 0? ON ST -28 0 H J wl,, 01 E M/A. ucer M_-�,,gg ? 0 'i'Mg.-," "gn A M IN 11-0 N, 11.11`W_.__,�,�� 0 r-.0 r z CID 15" RCP 15" RCP R ST -2 ST -27 X PHASE 1 E R= R-ew-Draina as enC, RFF ew raina_ge7Ea­sem-en-F Drainage-"' -----Ert§fWn_g APPROVED- --Easement 0 P I -AN'S 32-Aaxr-45 Sheet No: HJV Acquisition x x Group, LLC DB 30;09-096 __DB 20 0 20 40 .6 _28'9LO_J:6�6 0 DB 61�_ IC3 ot' 9 SCALE: 1 20' 5 Abin ton Dr: C4 Scale: 1" = 20 Towncenter Dri --U V - V V V I L I r% ur'%-)L- IVIi\ I LI\If\L - 6 Abington Drive (ZMA 02-02 ROAD F) C4 Not to Scale Proposed I - - -� s ` Temporary i m Tumarou>J BFE- BF BFE BF BFE B - BFE BF BFE BF BFE' BF -BFEU56_ BFE BF L - - I �.00 542.67 543.33 ?�fi44.67 545.331 546.00 546.67 548.00 co 550.70 59.77 2.10 77 �5 1 56.10 556.77 Proposed Temporary Zv / l� C / 55 iv , K ) � U 2V 2V W �r-� v 7 !? i - iV 20 0 20 40 60 Turnaround Easement �I TT__ O O w / Q O I t ✓� W a `V / O /`V V t- V O V l �1/� V �1 l 1�� f' 6. 41 w W O �. O y O O �3 O O O O F L O y -Q O �2 0 O y O y yCAD O y / O O I i - - - - C/1 A / / =j W � -p Gl ��' 00 i z7 O Cq Ui i �%]SCALE: 1" = 20' '� ��y fx",'� / f � •FFE FTE FFE FFE FFE FFE FFE �FE FFE 560.68 ..Ff 562.02 FFE-562.68 FFE 564 E-56&0 --FfE 5W.68-551.92 552.5 / 554 58 555.92 557.92 560.02 / IZD / 77 o 77 GFE 549.00 GFE 549.67 GFE/551.00 GFE 551.67 GFE 553.00 GFE 553.67 GFE 555.00 GFE 555.67 + 556.58 GFE 557.25 GFE 558.58 GF 25 GFE 560.58 GFE 561.25 GFE 562 58 GFE 563.25 '•, f _ w 0 ---1 F- 3: / '� .,/ '_�: /.�� o ate-': �-�: i �. ✓ . r_,:d _ a - a� / Temporary GradingF-77rr� ":. Easement Across�. �, � .. _ . z, ,. ... TM 3 Per 50 _ ,....: ,�. , . , ..,. ,... ... ,. ... _ .. , ,;. / As Required _ Q _. - o, �, _ / _�.. :y-- / ' s GFE 553.17 GFE 550.50 SFE!�51.17 GFE_3��:50 GFE 554.50 GFE X5537 GFE 556.50 GFE 57.17 58 / W h _ - " `t5v GFE558.00 GFE t;8 �C,FE�60.00 GFE 560.67 GfE 567.33 GFE f5f,�7�-GFEt562.67 G'F63�3 / / / -� W O W O W. O W t• / W ' k^+ �p WSJ CO t- / CO t- J' co t� C/I CAD W W //O O� Oy _� y - o y p y / WO Oy W y ,zr V1 „ 3 '� p qj 0 W ,, y -G�-O- / W CAO O W O W l� W O ` O W 112 / '? W /�j CID WCAD CA� Gj Rj O Uj 2�j ZV O ] L/� 2G >� z�r ,1 I w Y BFE 551.17 BFE 551/84 BFE 553"L7- BFE 553.84 BFE 555.17 BFE 555.84 BFE'5 7.17 BFE 557.84 1 / �j $ FE -558. `BFE-559.34 BFE 560.67 / "BFE 561.34- BFE 562.00 B� 562.67 BFE 563.33 BFE 564.00 `1r ;�'y I r° --i FFE 560.00 FFE 560. FFE X2.00 FFE 562; FFE 56 .OA FFE 564. FFE 566.00" --FFE' 566. FFE 567.50 FFE 568. FFE 569.50, FfE 570. FFE 570.83 'FFE 571. FFE 572.17 FFE 572. / - ^ With . z I / i 4 V A L � (n4 V � Y l 5 r� -_b 7 APPROVED BIOFIL C4 TON I ...�' :__ ✓ - "�` �j / � � .� �, '°..`r� t .v \,% f k �+`�x'���r����6 .� .xyi�. SxG ri �4�'€�`� !/'�^1' r�7 t i F'I aZ � .�' �+��„Y.. S-lRf .f_ } f f /^Vr )7 � 'C'1'4`i��,P�`��.e�✓'a� ii•��'•�Ti4l ' S I'�1 '5+.'�yG,..�.�-; x r ✓ 'k s�'3� e . E '�F r ' �M�'.c'•e �''�. �' r�`, n ���r7,�� Y PqnN � Q C) U 1"rq N 0 L Sheet No: 30 0 30 GO 90 SCALER 30' C4 of .J.�io vvirli LD -229 Storm Drain Design Computations __- ; _ �`r E Route: Abington Place Proj: Hollymead Towncenter I I I j - o p - - County: Albemarle District: Rivanna 555 I - 1 _ _ .._ L::: : _ o I J �� cv � � M CO IDescription: Pipe Calculations I _.. _ _._ __. _ _ u .... m - _ _ __.. 555 0 - I � From To Point Catch Runoff Inc 4" Accum Tot 12" Tot Tot Up LD -204 Stormwater Inlet Computations Dn Pipe Inv 12" Pipe 11.25 Pipe Velocity Flow time Point Sag Inlets Only L E z � L 1 a >. � 2 �. c c a O � U 3 AC Tc Q) � C � E -c .1••, U 4 O U o mac/ 1.1.. 5 U 6 Q � _U •�. C �E� a) V/ 7 8 Inv N E t U /N /Vy V 9 L. O > O !'` cu /cy% V 10 _ c6 O t//-yy V 11 Z to � c C G 12 O !i o cn L //�� V 1 O 0 O X > C13 n Il. 14 !Z O X L ''nnCU V 15 L �� (0 � o �:/z IU) 16 U is !Z a) 17 U C a) y_ W O 18 P O C //yy V 19 O m f? m V 20 O) •C 21 2 -LS f) t� (A •O Q IZ U 22 23 24 23 (in/hr) (cfs) EI (ft) EI (ac) -________.__�--�-------__-_.._._-I--____-_-_ (in) (in/hr) (cfs) (cfs) (cfs) 1 ('/') ('/') ('/') (ft) (ft) O �>._.. (cfs) (cfs) (ft) (ft) (ft) ST -28 DI -3B .14 8 0.33 0.78 0.26 ST -1 1 4.0 1.03 0.70 1.03 0.016 0.031 0.02 0.083 3.66 0.19 100% 1.03 0.00 15 11.9 ST -27 DI -313 ST -10 8 0.33 0.801 0.26 0.62 4.0 1.06 4.22 1.06 0.016 0.031 0.02 0.083 3.74 0.19 100% 1.06 0.00 - ST -26 DI -3B 10 0.47 0.85 0.40 _ 4.0 1.60 1 1.60 0.016 0.031 0.021 0.083 5.13 0.22 100% 1.60 0.00 5.0 6.81 ST -26A DI -313 552.50 10 0.50 0.77 0.39 6.5 4.0 1:54 1.54 0.016. 0.031 0.02 0.083 5.00 0.22 100% 1.54 0.00 HDPE--@_2.7%_, Inlet-Pratectior�-.---;-..._--__ _9F5I)I ST -9 ST -8 0.04 0.76 0.03 0.68 5.2 6.74 4.61 551.85 551.61 24.1 1.00 15 8.4 4.79 0.1 ST -16A DI -313 0.13 8 0.25- 0.59 0.15 6.72 4.0 0.59 0.00 0.59 0.016 0.02 0.02 NA 5.19 0.10 94% 0.561 0.04 .,n � YV NI , '� 11 71 U II - o. o o.. o - > i Contractor to V � 95�-Gompactioni--in of All ._..._._.___.._:-_. I ST -76 ST -7A 0.371 0.62 0.23 0.23 5.0 6.81 1.56 555.56 ST -13A DI -313 0.99 10 0.25 0.66 0.17 0.2 4.0 0.66 0.04 0.70 0.016 0.02 0.02 NA 5.54 0.13 99% 0.69 0.00 h82 __ _ 15 9.8 6.70 0.2 "- 525 ------- (@ ST -7 ST -6 ST -16B DI -3B 0.09 8 0.42 0.61 0.26 549.39 4.0 1.02 1.00 1.02 0.016 0.02 0.02 NA 6.38 0.13 80% 0.82 0.20 1.25 5.4 ST -16 DI -313 546.80 8 0.07 0.81 0.06 18 4.0 0.23 0.20 0.43 0.016 0.02 0.02 NA 4.61 0.13 99% 0.428 0.00 ST -15 DI -313 8 0.12 0.91 0.11 ST -5 4.0 0.43 0.00 0.43 0.016 0.02 0.02 NA 4.6 0.09 99% 0.43 0.00 8.4 3.41 0.1 ST -5 ST -4 0.33 0.80 ST -14A DI -3B 5.5 6 0.19 0.80 0.15 61.2 4.0 0.61 18 0.61 0.016 0.028 0.02 0.083 2.1 0.16 100% 0.61 0.00 6.64 10.75 533.50 533.05 15.9 2.83 24 49.4 12.55 0.0 ST -11 DI -36 6 0.60 0.70 0.42 0.80 4-0 1-681 5.0 1.68 0.016 0.111 0.02 0.083 2.9 0.18 65% 1.09 0.59 0.0 ST 9 DI -3B 10 0.04 0.76 0.03 4.0 0.12 0.59 0.71 0.016 0.020 0.02 NAI 5.6 0.11 98% 0.70 0.01 0.00 1.70 ST -5 DI -313 11.28 8 0.33 0.801 0.26 4.0 1.06 0.01 1.07 0.016 0.150 0.02 0.083 1.8 0.16 85% 0.91 0.16 531.05 530.80 ST -4 DI -313 10 0.09 0.701 0.06 ST -2 4.0 0.25 0.16 0.41 0.016 0-040 0.02 NA 4.0 0.08 100% 0.41 0.00 30 68.1 4.86 0.9 ST -1A2 ST 1A1 0.13 ST -9A DI -313 0.11 8 0.05 0.66 0.03 525.84 4.0 0.13 0.13 0.016 0.020 0.02 NA 3.0 0.06 100% 0.13 0.00 5.1 6.77 ST -5A DI -313 522.70 10 0.06 0.87 0.05 14.2 4.0 0.21 ST -1A 0.21 0.016 0.150 0.02 NA 2.4 0.05 99% 0.21 0.00 25.2 0.64 ST -313 DI -36 8.5 6 0.10 0.80 0.08 4.0 0.32 0.00 0.32 0.016 0.025 0.02 NA 4.0 0.08 89% 0.29 0.03 ST -3 DI -313 0.26 6 0.10 0.801 0.08 6.81 4.0 0.32 0.04 0.36 0.016 0.053 0.02 NA 3.6 0.07 77% 0.28 0.08 0.00 3; ST -1A2 DI -3B 6.79 10 0.13 0.81 0.11 4.01 4.0 0.42 0.08 0.50 0.016 0.040 0.02 NA 4.3 0.09 96% 0.48 0.02 3.08 544.50 ST -1A1 DI -3B 2.72 10 0.12 0.78 0.09 0.0 4.0 0.37 0.02 0.39 0.016 0.040 0.02 NA 3.9 0.08 99% 0.39 0.01 ST -1A DI -3C 8 0.08 0.82 0.07 0.26 4.0 0.26 0.011 0.27 0.016 0.001 0.02 IWAI 6-8 0.14 100% 0.27 0.00 ST -27 ST -26-1 ST -1A DI -3C 0.21 8 0.02 0.82 0.02 562.90 4.0 0.07 0.001 0.07 0.016 0.001 0.02 NA 4.1 0.14 100% 0.07 0.00 0.47 5.8 ST -1A DI -3C 556.24 8 0.10 0.82 0.08 15 4.0 0.33 0.011 0.33 0.016 0.001 0.02 NA 0.87 6.6 100% 0.33 0.00 0.143 0.5 0.286 2.99 1.68 15 8.4 7.31 0.1 ST 26-A STA F 0.50 0.77 0.39 1.26 6.7 6.36 8.01 547.88 545.25 82.2 3.20 15 11.6 10.17 ST -7A DI -36 ST -1E1 8 0.18 0.77 0.14 6.8 4.0 0.55 540.00 0.55 0:016 0.013 _0.02 NA 5.2 0.10 96% 0.53 0.02 0.34 0.72 ST -7 DI -313 6.9 8 0.12 0.75 0.09 66.0 4.0 0.36 0.02 0.38 0.016 0.02u 02 NA 4.4 0.09 100% 0.38 .0.00 6.28 14.06 530.05 529.41 32.0 2.00 18 19.3 11.88 0.0 ST -713 DI -313 8 0.37 0.621 0.23 0.82 4.0 0.92 5.0 0.92 0.016 0.01F 0.02 NA 6.3 0.13 85% 0.78 0.14 0.1 ST -1 D1 ST -8 DI -3B 0.76 10 0.13 0.81 0.11 2.08 4.0 0.42 0.14 0.56 0.016 0.020' -0.02 NA 7.3 0.15 100% 0.56 0.00 ST -1 D ST -1 C 0.22 0.76 0.17 2.71 7.0 6.27 17.01 528.55 526.25 STA 3 DI -313 6 0.05 0.90 0.05 4.0 0.18 0.00 0.18 0.016 0.02 0.02 NA 3.33 0.07 100% 0.18 0.00 ST -2 D(-313 ST -1 C3 6 0.04 0.90 0.04 0.22 4.0 0.14 0.00 0.14 0.016 0.053 0.02 NA 3.0 0.06 97% 0.14 0.00 ST -1 C1 0.00 ST -1 DI -36 0.22 10 0.12 0.90 0.11 526.25 4.0 0.43 0.00 0.44 0.016 0.040 0.02 NA 4.1 0.08 100% 0.44 0.00 5.4 6.68 3.06 525.80 525.75 2.9 1.70 15 11.0 7.62 0.0 ST -1 D2 DI -313 10 0.18 0.82 0.15 0.00 4.0 0.59 3.17 0.59 0.016 19.80 0.02 NA 32.0 0.90 100% 0.59 0.00 0.161 0.5 0.322 3.89 ST -1 E DI -313 0.34 10 0.35 0.75 0.26 6.23 4.0 1.05 522.50 1.05 0.016 0.02 NA 7.45 0.2 56% 0.59 0.46 0.198 0.5 0.396 5.711 3.42 7.4 6.18 21.14 521.75 521.25 74.6 0.67 30 43.6 5.99 0.2 ST -1 D1 DI -36 I 10 0.211 0.76 0.16 4.01 0.64 0.00 0.641 0.016 0.064 0.02 NA 4.31 0.07 90% 0.58 0.06 301 STA D DI -3B 0.0 8 0.22 0.76 0.17 4.0 0.67 0.06 0.73 0.016 0.02 NA 81%, 0.59 0.14 0.185 0.5 0.37 5.07 LD -229 Storm Drain Design Computations __- ; _ �`r E Route: Abington Place Proj: Hollymead Towncenter I I I j - o p - - County: Albemarle District: Rivanna 555 I - 1 _ _ .._ L::: : _ o I J �� cv � � M CO IDescription: Pipe Calculations I _.. _ _._ __. _ _ u .... m - _ _ __.. 555 0 - I � From To Point Catch Runoff Inc 4" Accum Tot 12" Tot Tot Up n 12 Dn Pipe Inv 12" Pipe 11.25 Pipe Velocity Flow time Point A Coef AC AC Tc w Int Flow Inv r Inv Len S Dim Cap Inc W Q � (ac) N =. 0 IN (min) 56o (in/hr) (cfs) EI -_--`.__�________ -_ EI (ft) % -________.__�--�-------__-_.._._-I--____-_-_ (in) __-__ �-+-�-.0 - (cfs) (ft/s) (min) 1 2 3 4 5 6 7 O �>._.. 8 9 10 11 12 13 .14 .+ 15 16 17 ST -1 1 ST -10 0.60 0.70 0.42 0.42 5.0 6.81 2.86 557.68 557.32 17.9 2.01 15 11.9 8.00 0.0 ST -10 ST -9 0.29 0.69 0.20 0.62 5.0 6.80 4.22 554.49 552.60 54.0 3.50 15 15.7 4.33 0.2 - OOdop - I co. _ .. I _,__------------ ST -9A ST -9 0.05 0.66 0.03 0.03 5.0 6.81 0.22 552.68 552.50 17.9 1.01 15 6.5 4.09 0.1 __-__.__------- . lr %A--rCeoqn suacntdieo5" 540 HDPE--@_2.7%_, Inlet-Pratectior�-.---;-..._--__ _9F5I)I ST -9 ST -8 0.04 0.76 0.03 0.68 5.2 6.74 4.61 551.85 551.61 24.1 1.00 15 8.4 4.79 0.1 ST -8 ST -7 0.13 0.81 0.11 0.79 5.3 6.72 5.30 551.26 550.94 32.0 1.00 15 8.4 7.21 0.1 .,n � YV NI , '� 11 71 U II - o. o o.. o - > i Contractor to V � 95�-Gompactioni--in of All ._..._._.___.._:-_. I ST -76 ST -7A 0.371 0.62 0.23 0.23 5.0 6.81 1.56 555.56 555.24 32.3 0.99 : .- 15 8.4 2.80 0.2 ST -7A ST -7 0.18 0.77 0.14 0.37 5.2 6.76 2.49 555.14 553.90 91.2 1.36 h82 __ _ 15 9.8 6.70 0.2 "- 525 ------- (@ ST -7 ST -6 0.12 0.75 0.09 1.25 5.4 6.70 8.35 549.39 549.21 18.0 1.00 520 18 13.7 8.10 0.0 ST -6 ST -5 0.00 0.00 0.00 1.25 5.4 6.69 8.34 546.80 541.84 90.8 5.46 ::_ 18 31.9 15.14 0.1 ST -5A ST -5 0.06 0.87 0.05 0.05 5.0 6.81 0.36 542.09 541.91 18.0 1.00 15 8.4 3.41 0.1 ST -5 ST -4 0.33 0.80 0.26 1.56 5.5 6.66 10.41 539.01 536.34 61.2 4.36 18 28.5 14.82 0.1 ST -4 ST -3A 0.08 0.70 0.06 1.62 5.6 6.64 10.75 533.50 533.05 15.9 2.83 24 49.4 12.55 0.0 ST -313 ST -3A 0.10 0.80 0.08 0.08 5.0 6.81 0.54 535.00 534.50 15.9 3.14 15 14.9 5.79 0.0 ST -3A ST -3 0.00 0.00 0.00 1.70 5.6 6.64 11.28 531.55 531.15 41.4 0.97 24 28.9 5.04 0.1 ST -3 ST -2 0.09 0.77 0.07 1.77 5.6 6.63 11.73 531.05 530.80 25.3 0.99 24 29.2 8.77 0.0 ST -2 ST -1 0.04 0.90 0.04 1.80 5.7 6.62 11.95 526.00 521.75 260.4 1.63 30 68.1 4.86 0.9 ST -1A2 ST 1A1 0.13 0.81 0.11 0.11 5.0 6.81 0.72 526.90 525.84 47.3 2.24 15 12.6 5.58 0.1 ST 1A1 ST -1A 0.12 0.78 0.09 0.20 5.1 6.77 1.35 524.84 522.70 74.9 2.86 15 14.2 7.37 0.2 ST -1A ST -1 0.10 0.82 17.08 0.28 5.3 6.72 1.89 522.01 521.85 25.2 0.64 15 8.5 5.64 0.1 ST -1 I ST -1 H 0.26 0.83 0.22 0.22 5.0 6.81 1.47 553.00 552.60 23.3 1.72 15 11.0 6.27 0.1 ST -1 H ST -1G 0.00 0.00 3; 0.22 5.1 6.79 1.47 551.50 545.10 159.4 4.01 15 16.8 2.70 1.0 ST -1G ST -1 F 0.32 0.80 :,.26 0.47 6.0 6.52 3.08 544.50 544.40 3.7 2.72 15 13.8 9.11 0.0 ST -28 ST -27 0.33 0.80 0.26 0.26 5.0 6.81 1.80 564.00 563.43 44.0 1.30 15 7.4 2.94 0.2 ST -27 ST -26-1 0.27 0.78 0.21 0.47 5.2 6.74 3.20 562.90 557.74 237.9 2.17 15 9.5 7.01 0.6 ST -26-1 ST -26 I 0.00 0.80 0.00 0.47 5.8 6.58 3.12 556.24 552.19 180.2 2.25 15 9.7 4.00 0.8 ST -26 ST -26A 0.47 0.85 0.40 0.87 6.6 6.39 5.58 550.94 550.20 44.0 1.68 15 8.4 7.31 0.1 ST 26-A STA F 0.50 0.77 0.39 1.26 6.7 6.36 8.01 547.88 545.25 82.2 3.20 15 11.6 10.17 0.1 ST -1F ST -1E1 0.00 0.72 0.00 1.73 6.8 6.33 10.96 540.00 538.50 35.0 4.24 15 17.3 11.81 0.0 ST -1E1 STA E 0.34 0.72 0.25 1.98 6.9 6.31 12.46 537.32 534.55 66.0 4.24 15 17.3 11.81 0.1 ST -1 E ST -1 D 0.35 0.75 0.26 2.24 7.0 6.28 14.06 530.05 529.41 32.0 2.00 18 19.3 11.88 0.0 ST -1 D2 STA D1 0.18 0.82 0.15 0.15 5.0 6.81 1.01 541.03 536.83 53.4 7.87 15 23.4 10.14 0.1 ST -1 D1 STA D 0.21 0.76 0.16 0.31 5.1 6.78 2.08 536.63 534.80 164.3 1.11 15 8.5 6.43 0.4 ST -1 D ST -1 C 0.22 0.76 0.17 2.71 7.0 6.27 17.01 528.55 526.25 82.2 2.80 181 22.8 14.13 0.1 ST -1 C3 ST -1 C2 0.26 0.83 0.22 0.22 5.0 6.81 1.47 535.00 533.85 22.6 5.08 15 18.9 2.55 0.1 ST -1 C2 ST -1 C1 0.00 0.00 0.00 0.22 5.1 6.77 1.46 533.50 526.25 159.7 4.54 15 17.9 8.84 0.3 ST -1C1 ST -1C 0.31 0.78 0.24 0.46 5.4 6.68 3.06 525.80 525.75 2.9 1.70 15 11.0 7.62 0.0 ST -1C ST -1131 0.00 0.73 0.00 3.17 7.1 6.25 19.80 524.19 523.85 32.0 0.90 24 27.9 7.45 0.1 ST -1 B 1 ST -113 0.34 0.73 0.25 3.42 7.2 6.23 21.30 523.15 522.50 72.0 0.90 24 27.9 7.45 0.2 ST -1 B ST -1 0.00 0.00 0.00 3.42 7.4 6.18 21.14 521.75 521.25 74.6 0.67 30 43.6 5.99 0.2 ST -1 Outfall 0.12 0.90 0.11 5.61 7.6 6.14 34.431 520.60 520.50 15.6 0.64 301 42.71 9.65 0.0 2 STORM DRAIN DESIGN COMPUTATIONS 580 ._ I_._.___I___________.____r___.---_____.__1.--------_------_�._..____-----.._____ I____-.___--__-__- _.._. ... _ ____.___.___I.__-_----_______._ _._ _._.____.___L..___._,- --------- --_ -----._____I__..__.__...._ ..._°„_�_._.__._o.._ __. �_-..._.o.__. 580 m m o�+rte it"' __- �"o+� I-------�----------------�--------------___-----�.---- __'-_�_-____------------I--------------.__ . _, _--------------1- ---- _..__..._ ..o __ .._ ___ • _ __.__. 575 575 _-_-_'- _....T _.___ Grade-_-, 570 --------_[__--- w____.- ...: _;__ __.____._______ L__--_.__ __ - _ . _ _-w _._- _:____ . _ ___._ l._ _ : __.__ _.- -____ _ _:._ . _--_ _ ____.. _.._I. _� � �.°.,� _._ _."... _ _ _ :g - � _-. _-_ _--.._ "__- _ -_ _ .... .a ._. - _ _ _ _ 570 _ I NII 11 o v I __ _ ` ,o.� ._ N._ ___....._.._... _ ,. _.._.____-_I_.. >.>.._ _. 565 ! 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Q U 11 vl+s 530 I I N o -v n v > _ __ .. __ .._..---.... __.___ _ - _--___ _. _.-__.__. __ _ _.._._ I----- --__-_- _ _-____- • ___.--- _-_- _-_ . _t._. __... - --_.-_ . _.. _.,._ .__ _. _ . _ ...._ . . _-_... __.._.. _ _._ . ._.__.._.-.__.___-, _-_____-_ -_ __-_-- ._,_ . _ 50 530 n � � � � a n II � I .-. _ _ _- -- _ _ _-__-. _ ___ ._.- > >_ > > > _ �f 550 --- _N � � � � �. __ _ _ _ , _ „ 5 - _ L _ _ .. _ _ . _- ._- _ .___ ._._ __-� _._. _N _ ._._ -._ _- _. _ __._ T.. > > NIS F -- �N � _-r __ . ___ __ . _- .... . ......... ._.-__.___ o .>>> -_-� =. d. o > >:___.._... ._ _ _. _ _ _. __....__.. -.._ 540 1 . __ _.._.. _ ___ _.__ _,_- .I ___._ .. _L..-"._ ^. v v - � z __-.___...--_.._...... „_ ;. .-.3,2 � _ _..__.._.--...-- _._..____;__..____.__------.__- __._____.-_--•-----�_.________.__......---._.; ._..___.._.__._._.__...._.__:.._._ ...___........_.,.__-_-._.____ _. _..__.__.____.____-_._-._.___.__-_ �-_.___-._.___-_____, ....__ __ .. _ _... ____ . cn cnwfY � �� c cn cn F-- S �: I 2% m to t/> f-• -- -- - p 1.7% _--__-_.---_.-._-__ _L._______..__._-____:._ ___.__..____. ___.__ I_ _. __-_- _.____..�..------_-------...---I_-:.-�.------._.___._�_._-_----------------_. ____, _:�.-_.__-_.__-.____ _-l__-_____-.- ---___..____.__ CP - __ . �- - HDPE @ 2 •- _ �. _ or`. _._ _ _ ___------ --- E L.______ .J_._-- _-..__._. Proposed_ -Gr �eC14 II _ ___ :____---_-_---__ _I_.____._.__ I__._._.. -_ _ _ ----_;-.__ ,,_. _@_2.91 -- __.____ �__._�___-_______. I__.__ __-__-. _.c,,____.___1_ ^ ��u�_�,�N�__._,__.______-_- Exlsting__Grad- ._ I _-_-- -__-.- �_-__-�._____._.- _-_-__J ___ _�_.-__._______-__ ,_J. ______.______-.__.,__._______-___._-_--_._____-_-_---------_-_.__-____- 45 525 HDPE 525 I �.� I __- -- ---_[. 545 __- --_ i - 5 _ 5 _ --�----o .-t--Tn +-It-o.n "' -- --- - - - --- -- �_ ,.--_-1- �- -- _ -_ _ _ ,---------- - -- _.__ - - New:Grade ____ ,;� - 535 ___ _ _ 8 --San _- _ _ - I__.____ L L- I_._._ _.___ ._ _ I __� _,._ ____..____.___._ __.-Imo.._...__._ _ ..--_ ..._____. __.. _._._ _ I _____.._..____ ,___.- . n....__ _- .. I_ .. ___..______..._.___ -1 ____---__---'-_--_.__----------1__�_-----_-_...,__;_._,----_____:_______L.____...____---.__,.___:__. _.__---------_.__)......__.___".--_--_-_:-____________..---__I___-.._______.____._..:___.-_.___--_-------I-_--- ----_- ...____..- 6 .Mm.-.. _ -..-._..-._ ...J.__a�.....-__JI_._,._ °� .._----.__..__._....__.- 520 tno f- .� x v» -' 540 I-.______ l________________�__"_._--_--_--_--�_-_- _ 540 520 �, o �, L.__._._ ._ . W or � � --.__ ___ �._ __ „ ..-. � .-------- L,•, +_.n I.. 3 .I- - - _ _ _ :I __ ---25_-._24 . _ In1L --I L L L 530 _..._ . _ _ , � _ --- _ . _ .. _... _ _ _ .... HDPE � 0:99% 2+00 _ -." ._ ___ .. - .- - HDPE..-® 2:83 II _- ---___--. 1_______.-_-_._-- -------.-----------L______ __-----------_-__.__ _ .___.__.__ .___-------._____,_ _.. __-.- --- --__-_ ----___. __.__.__-____�.__L ___-- ___ -----._-;-- -__ __... ____.. _.._. __ . __._ ' _ cn rn •� - ----' -o rn _ I I , . 1.63%-- I - I 535 _.._.-___-.----___.___ __ __. 535 25 t5 a; . _ . _ o� o • _ . _ I_._ .__ .___ _ _.�_ _. " _-. 30 -HDPE_ � _.... _,-_-- .---.__.._._ _ _ __._ .41 24 _ _____---------__-...- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 HDPE @ 0.6% � o � � o+ + N � 525 L___.__.. ,� " -_ I _ :260._._. __ - _.._. _ ___. _ _. __ _ _._ _. _. HDPE _ --_ ___ 0-0 _ :_ _ ____. .._ _" _._ .._ L I I _+ CD a � � I:-_-16.-30 -;HDP......, -- . ___ _ -__ ___- -_-_-____._.____ LJ--{ En _ C _ --- .- - -- - - :_ _ .__ _.._ N o n U, N � v, �, 520 I: _______.._ _.__ _....-. _.:. ..___..__ __::.. -:-::. ....._L_ _-_ _ ..__....-_. _.._.._ .__. .___.._. - -Drop-Inlet-Protection � � 0+00 1+00 2+00 this Structure in 3+00 4+00 5 m STORM SEWER PROFILE ST IF ->28 �, 5 STORM Hort, 1R P Vert 6 STORM SEWER PROFILE ST 1->1A2 STORM SEWER PROFILE OUTFALL ->ST 3 EXISTING W o C 5 1"=50' Horz, 1"=10' `?ert q5j 1"=50' Horz, 1"=10' Vert w 0 En C140 Q O a� L7 V) C ` C � � D A A , DUCTILE IRON GRATE DUCTILE IRON GRATE !�--� W/CAST IRON FRAME W/CAST IRON FRAME I-1 1 I R i B t I� 1 i B VARIOUS TYPES OF OUTLETS VARIOUS TYPES OF OUTLETS WITH UC WATERTIGHT ADAPTERS i WITH WATERTIGHT ADAPTERS FOR: 12X12. � 12X4 FOR: ADS N-12 20 X .50 ADS N-12 SDR -35 SEWER 12X6 . 12,8 SDR -35 SEWER SCHEDULE 40 DWV 013.730 I 12X10 SCHEDULE 40 DWV CORRUGATED PVC CORRUGATED PVC RIBBED PVC ' RIBBED PVC I A B C 12" 4" 10.50 12" 6n 11.50 n 12 8" 11.50 12" 10" 11.25 n 12 12" 6.00 I 0.50 1.50 � 11.638 CONFORM T 1. QUALITY: MATERIALS SHALL C 0 ASTM A536 GRADE 70-50-05. 2. MATERIAL: DUCTILE IRON. 3: PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT. = 39.75 S 4. APPROX DRAIN AREA Q IN. 5. APPROX WEIGHT = 20.15 LBS. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONAAVE DRAWN BY CJA MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR BUFORD, GA 30516 SUBJECT DATE OSMAY00 DUCTILE IRON PHN 0 932-2443 1HISPRINTDIS(x.OSES POSSESSION � ) BUFORD GA 30518 THERE FAX 0932 2490 NYLOPIASi HAS PROPRIETARY Itl(�iTS. RECEIPT OR OR LICENSE THE USE OF THE DESIGN OR in ) TRANSFER �y �} d�l�y ® i��ll DATE 6-2599 PHN 09322443 ,Y wNOFTHtsPwNrooESNorcoH • I .t�sc«n POSSESS FT3t, www n !c TECHNICAL INFORMATION SHOWN APPDBY CJA PROJECT TRANSFER. ORUCBISETHE USE OFTHE DESIGN OR � �� ' ��•���� FAX (770) 932-2490 REPRODUCTION oFTHtsPRINT oRANY INr-MwnoN TITLE TECHNICAL IIFORMATiON SFWNM HBtB1 APPDBY CJA PROJECT NOJNAME www. .can CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLEGRATE /COVER RE+RODUCTIONOFTHIS PRINT OR•ANY•INFORMATION TITLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS DATE 05MAYD0 12'DROP'IN CONTAINED HEREJ, OR MANUFACTURE OF ANY ARTICLE DATE Sir yy INLINE DRAIN 12' DESIGN DETAILS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION HHtEFROM, FOR THE DISCLOSURE TO OTHERS E FROM NYLOgAST• DWG SIZE A SCALE 1:4 SHEET 10F 1 DWG N0. 7001-110-021 REV B FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION DWG SIZE A SCALE NTS SHEET 10F 1 DWGNO 7003.110-002 REV B FROM NYLOPLASL / YI�I'(I I�'81x,t D�et• � 1 8 10 ��'d I�'� ! ►�e C 5 2 of 2 S`'T0 � PROFILE ST 1->lI C 5 1"A=5>D' Hors, IA=1�' Vert C5 Det�l 1 of 2 r� LC5 I�1 I I 565 ---._: C-1 565 - O z U w W r I I o 0 I� W �__I W Q � � N =. 0 IN � 56o L.___I"._--------__--,_ ____.__.__�-_� 1_-_--_-------_ -_--`.__�________ -_ .___--------___._�_ ___..____------- _-_.I_-- .______.---.__.,_ ..-___.____ -________.__�--�-------__-_.._._-I--____-_-_ ____.__� +� II_,nl __-__ �-+-�-.0 - 560 t -I Q O �>._.. 1 I_. 555 I ------- _ I� .+ ccx51 cncn� -_ 555 n Sheet ____-_____.:.__..__-._.__.-1_._____.____.________.__�_..._ _Ir�lr:�:���___._-'__o.!QOS....___.____�________-_._.. i.__.o.,���-___lam Iv a >_>.__. _H3PE--.®_._t15:-_. _% 550550 II - OOdop - I co. _ .. I _,__------------ --------- _ _ __.__545 _- ____-_ 545+ __-__.__------- . lr %A--rCeoqn suacntdieo5" 540 HDPE--@_2.7%_, Inlet-Pratectior�-.---;-..._--__ _9F5I)I U ..-_____-.___...__._i..-.�.N�•a .-_--^--c"'.,IN�,n Proposed..Grode..__._- .. __-_-___._. ___•Y.._. _ ..---_ _ ..._• Q _ ...,, . ,:._.__15 N�P --� ,.i _. 3 - ... __ _-this-StracttNre:----_.__._._ ►a______._.----_---_�--__...___... _--------_I _-_ _.-.-._._,. _ L__._.... f _.__ ____._.___.__t .._ ___.___.__-___-_...h.- -._ __ _ _____..<. _--__----. i I -535 NN "- 535 _. } .,n � YV NI , '� 11 71 U II - o. o o.. o - > i Contractor to V � 95�-Gompactioni--in of All ._..._._.___.._:-_. I -.._----- __ ...-. -.. _ _--,.._ .>-> _.._....� .>_> _ . ._ _ ..:�_._. _ ._....___ ....- -_8� _S _ - ___._.__ ___._.. ___.-• ----- .... _. : .- 530 00 ��; n �r�r-------�--_. ^ �• .._-._ . _- ___ . _ _ .__.__.. ...._. _... _._.w _.. _ -T.__-FiIP-Areas-linder'Utlhtles ____.__.__..___ ofo, _._F a�-�_ . _.._ ._ _ _ h82 __ _ _ -" -- "- 525 ------- (@ 525 L..,---- ---__.�.-- ._•r....._._-. �-. �Exls#Ing_Grade I I 520 L____. -.._ _..__.__.____.. __. .: __.-------- _�- �._.___ _.___..___.___.. _--__L-.____.. __ ________._�_.-___.___. _.___.____.,_.__..___.....__.._.__,..-.I._____..____________;,____._____.____.___.I____._.__._____-_...-__r.____._»___.__._._____.__-.-,____. _. ___._..�_____.._.___._._______.____.____.___. .__;-_________________. 520 515 - ._-., ..... ::_ 515 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 FROM NYLOPLASL / YI�I'(I I�'81x,t D�et• � 1 8 10 ��'d I�'� ! ►�e C 5 2 of 2 S`'T0 � PROFILE ST 1->lI C 5 1"A=5>D' Hors, IA=1�' Vert C5 Det�l 1 of 2 r� LC5 I�1 W C-1 O z U w W W U � O I� W P4 W Q � � p � �•I � U t -I Q O a> .o I -i n Sheet No: FROM NYLOPLASL / YI�I'(I I�'81x,t D�et• � 1 8 10 ��'d I�'� ! ►�e C 5 2 of 2 S`'T0 � PROFILE ST 1->lI C 5 1"A=5>D' Hors, IA=1�' Vert C5 Det�l 1 of 2 r� LC5 N LUR M N i SANITARY SEWER LINE: Fj 1" = 10' VERT; 1"=50' HORZ 00 -.o �-uaua�r� I -`n`1555 II II II Ii ILO- ,nLr)--,- �1 -44-1L 5651 ---________.___:_ _ _ _ _____._ _ ! _ ____ ___ _�_ __^__ ___�_.-____._ _ _�___ __ __ �....___'...__ _ _ �.___I a ��n _ __ _.__ _____.___ __._.-_.�.___._____-_-_. I ... _ _.. 565 550 565 EXISTING SANITARY ''.e ON CONCRETE BLOCKS cn Of 560 L -1r- MIN. 12" CLEARANCE BE PREFORMED BY __..___.. _m.=ooh _. �- -_..._-.___m.tl .. o.. _-- _--_-_.._... _ __�.__ I__ _ _ _._.:_ _ _ .._.___ ._1560 _ ._ C -aE>>> - 1> 1>_ I N :� _ - _L 56QI__ __ _._ .._ ...._-_� ..__ ...-�.____ ._ _-_:.__l___. _ _-__-: _:__ 5501 540 PLUS 6". I 550 c) 0000 _ ____ _I ,_. Existing..�wde _ _ - ]- a _.I -__ _ _._ -_N II _ __ , . _�_ _. I DOGHOUSE MANHOLE BASE 555 L-_.___. 545-i 555 __ __I_____. __ __ -__. ii-lTii ii 1540 - _;_ �-___1545 540 :o 'sting-GFedI , I__ �- -- forml _ 5351- 530 550 I __-__.._ .. __..M . _..___._.._. _ I _._.. _ _____. _.�sn..�5 �.__.___ ir1:2" Storm - _..... I_ . ____ �g �: _ _._._-1,__._____ ._.._--._ . _ _.: _._._ _ _--_._._ ____J 550 DIP fl.7 .76-- %530 525 Proposed rade. 5451._.,__ _ .__. 5301 �1- I � J530 545 0+00 0+50 1+00 1+50 2+00 2+50 530 5201 ; 1520 0+00 0+50 1+00 1+50 2+00 540__-.__ I -' - r►- It-__ __-__ ____ _ _.__� ___ ___.__ __.____ m 540 °O 1 525 1535Co__cionT -1525 __-,-- __._i:15-St- _15"Sf ini Do e535I In 4 12" 12 520 0 5301 0+00 0 0+50 0 i 1+00 1+50 c' 2+00 2+50 '530 2 5251-- I._-___.___._..1525 5201 - ► -r_ _ 520 515-? - -- ---- -- _ _ i_ _ _ _____. -___ __. _ _ 515 �I 5101 � t -,--------_.______ .�_ ._._.._._.._._.-___.__..1510 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 i SANITARY SEWER LINE: Fj 1" = 10' VERT; 1"=50' HORZ 3 SANITARY SEWER LINE: MH B3 - MH 133A NOTES: C 6 1" = 10' VERT; 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). z c:) CD .; 00 -.o �-uaua�r� I -`n`1555 II II II Ii CONNECTION 5501 -44-1L '� `^ `-- I �ffY 550 ---� = u li a n _ _ _ _f . E _._- N -- 550 565 EXISTING SANITARY ''.e ON CONCRETE BLOCKS SEWER PIPE 560 L -1r- MIN. 12" CLEARANCE BE PREFORMED BY 560 -_. 555 _ ._ C -aE>>> - 1> 1>_ I N :� _ - _L m J!I _.--Rroposed Grade _ . o- _'_1555 I 5501 540 PLUS 6". I 550 _ _ ____ _I ,_. Existing..�wde _ _ - ]- a _.I SOLID CONCRETE BLOCKS r• Y 1 ' CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) 545-i - -1-40-.5-0 ___..-___. _�_ _ -- 1540 - _;_ �-___1545 540 :o 'sting-GFedI , I__ �- -- l 540 _ 5351- 530 r 5351---- ---- - - __._I _ __. _._ _ _ �___._.__.__. _ _ ___._�. _Fv -_ .� 535 DIP fl.7 .76-- %530 525 525 5301 �1- I � J530 _------- 0+00 0+50 1+00 1+50 2+00 2+50 3 SANITARY SEWER LINE: MH B3 - MH 133A NOTES: C 6 1" = 10' VERT; 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). z c:) CD .; 4 SANITARY SEWER LINE: MH B2 - MH 132A C 6 1" = 10' VERT; 1"=50' HORZ .NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 0 cow + n I I M Un 555.__f 00 -.o �-uaua�r� I -`n`1555 II II II Ii CONNECTION 5501 -44-1L '� `^ `-- I �ffY 550 ---� = u li a n _ _ _ _f . E _._- N -- 550 EXISTING SANITARY ''.e ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHAL._ �--�� �------ MIN. 12" CLEARANCE BE PREFORMED BY 545 MANUFACTURER OR -pEo ase i rade - 1545 SAW CUT TO FIT PIPE 540 i ade� 540 PLUS 6". -11 iv 8"x8"x16" AND 4%8 x16" SOLID CONCRETE BLOCKS r• Y 1 ' CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) 540 �� I - �_ _'_- -_ _�_ _ -- 1540 /WITH PSI CONCRETE OR NON -SHRINKING GROUT :o 'sting-GFedI _ 5351- 530 r It -? -- -- 535 ectiorr + - ----- - io i DIP fl.7 .76-- %530 525 525 530 _------- 530 5201 ; 1520 0+00 0+50 1+00 1+50 2+00 m 1 525 I - i o -1525 ini In 4 520 0 0+00 0 0+50 0 i 1+00 1+50 c' 2+00 2+50 4 SANITARY SEWER LINE: MH B2 - MH 132A C 6 1" = 10' VERT; 1"=50' HORZ .NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 0 cow + n I I M Un 555.__f R -.o �-uaua�r� I -`n`1555 II II II Ii CONNECTION 5501 -44-1L Tom: `^ `-- I �ffY 1550 1+00 2+00 3+00 4+00 5+( SET DOGHOUSE BASE EXISTING SANITARY ''.e ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHAL._ MIN. 12" CLEARANCE BE PREFORMED BY 545 MANUFACTURER OR --- 124 1545 SAW CUT TO FIT PIPE 540 i ade� 540 PLUS 6". -11 iv 8"x8"x16" AND 4%8 x16" SOLID CONCRETE BLOCKS r• Y 1 ' CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) }}}}}iiiunnnnn}MANHOLE it (SHALLnnnniiuinnnnin,nano}nnu,iii}nnuinuunuun}inuiinnniii,inn,iiniunnnnnuuuniniuununnnui 535311535 ABOVE BASE AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN ON FIGURE S -1-A /WITH PSI CONCRETE OR NON -SHRINKING GROUT :o Oi c F I 530 ..--� - - 1530 I --Go I ectiorr + - ----- - io i 525 525 5201 1520 0+00 0+50 1+00 1+50 2+00 5 SANITARY SEWER LINE: MH B2 - MH 132B C 6 1" = 10' VERT; 1"=50' HORZ NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP) (4) 1" (25mm) DIA HOLES ON 32 3/4"_ (834mm) DIA BOLT - /=A_ -n) LETTERS =D FLUSH) 3 7/16" [87mm] 3/16" 3 1/4" [5mm] [83mm] [83mm] 1/4" (6mm) DIA NEOPRENE GASKET 7/8" [22mm] d / 3" / [76mm] 2 7/8- 3 9/16" " [73mm] 1/16 [90mm] 3 1/8" DIA 4 1/2" [2mm] [79mm] .[114mm] O.D. OF GASKET GROOVE FNAMESFECTION SECTION 5 TYP( KAL X-Off'ME fumn & covER c 6 NOT TO SCS CLOSED :KHOLES 3/16" [5mm] SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LA1ERAL 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 TIE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE 1 CONNECTED USING A PIPE SA[DLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" 2' MIN PER FOOT ) 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5.ALL SEWER LATERALS SHALL 1 %VE A MINIMUM COVER OF 3 FEET. MAIN LINE SALT __/ TREATED FINISHED GROUND 2 x 4 NAARKFR (2) CORED yy PICKBARS ALLOW CONCRETE ~i WRAP EXISTING PIPE WITH TO FLOW A MIN. nm DIA BOSS1'-0" BEYOND BASE ` NEOPRENE GASKET MATERIAL r � < ' BEFORE FILLING THE OPENING 3/8" [10mm] OF STRUCTURE J:r < NEOPRENE SECURED BY 2 NOP CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 1 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE 3/16" FOUNDATION SECTION VIEW [5mm] ,,,,,,,I,(III I11111111111111111111111},,,,,,Ili „I,,,,,N,,,,,i,lii,iil if,fi,il„If,I III till ,iii111 It Mil, Ilii, NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. THE TOP HALF OF EXISTING PIPE TO WITHIN 6" 3. CUT AND REMOVE OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. 1 O I", TYPICALH LE BAN SHOMMG "DOGT- OUSE" INSTALLATI0�1 ri NOT TO SCALE 495 R SEWER SERVICE LATERAL CONNECTION C 6 NOT TO SCALE PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. 1+00 2+00 3+00 4+00 5+( SET DOGHOUSE BASE EXISTING SANITARY ''.e ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHAL._ MIN. 12" CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR H AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER f ! . ,� d k',= PLUS 6". a-12" THICK VDOT No. 68 STONE BEDDING 8"x8"x16" AND 4%8 x16" SOLID CONCRETE BLOCKS r• Y 1 ' CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) }}}}}iiiunnnnn}MANHOLE it (SHALLnnnniiuinnnnin,nano}nnu,iii}nnuinuunuun}inuiinnniii,inn,iiniunnnnnuuuniniuununnnui }} FILL DOGHOUSE OPENING ABOVE BASE AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN ON FIGURE S -1-A /WITH PSI CONCRETE OR NON -SHRINKING GROUT (2) CORED yy PICKBARS ALLOW CONCRETE ~i WRAP EXISTING PIPE WITH TO FLOW A MIN. nm DIA BOSS1'-0" BEYOND BASE ` NEOPRENE GASKET MATERIAL r � < ' BEFORE FILLING THE OPENING 3/8" [10mm] OF STRUCTURE J:r < NEOPRENE SECURED BY 2 NOP CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 1 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE 3/16" FOUNDATION SECTION VIEW [5mm] ,,,,,,,I,(III I11111111111111111111111},,,,,,Ili „I,,,,,N,,,,,i,lii,iil if,fi,il„If,I III till ,iii111 It Mil, Ilii, NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. THE TOP HALF OF EXISTING PIPE TO WITHIN 6" 3. CUT AND REMOVE OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. 1 O I", TYPICALH LE BAN SHOMMG "DOGT- OUSE" INSTALLATI0�1 ri NOT TO SCALE 495 0+00 1+00 2+00 3+00 4+00 5+( NOTES: 2 SANITARY SEWER LINE: MH A - MH C 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. C 6 1" = 10' VERT; 1"=50' HOR'Z 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). N - - c InNN�Q o��-C U 0) n J mm 4F 1 d E V N u c O 00 .0^>' N r- W O Q yv i h 0 w 4a arc PLTH o i 4�_ 'TIMOTHY RAY MILLER Lic. No. 30542 ,o Po��ss/ ONAL Revisions: NO. DESCRIPTION DATE 1. COUNTY CMNTS 05.14.07 2. COUNTY CMNTS 07.26.07 3. COUNTY CMNTS 09.10.07 FRAME & COVER :(SEE FIG. S-I-D,E) STREET SURFACE OR REMAINING BACKFILL SHALL NON -PAVED AREA NOT CONTAIN ROCK MATERIAL SLOPED AREA 36"MIN LARGER THAN 6" IN ANY DIMENSION 24"MI 1 '-0" MAX INTIAL BACKFILL* 2'-0" 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED "WEDG-LOK TYPE BY HAND OR APPROVED RUBBER COATED STEEL SPRING LINE STEPS OR APPROVED OF PIPE MECHANICAL T4MPER EQUAL CAST IN PLACE - HAUNCHi; !'`; 3'-0" MIN NO. 68 STONE PRECAST REINFORCED BEDDING 6 max CONCRETE SECTIONS 12 MIN ►� 4" min "0" RING SEALS a 16" MAX ~� a FOUNDATION (SHALL BE MINIMUM ELEVATION ° REQUIRED WHEN SOIL DIFFERENCE ACROSS M.H. 5" 4'-0" `__ CONDITIONS ARE UNSTABLE 5' W I (ALL PIPE) FROM INLET TO OUTLET M to SHALL BE LO.2,0 FEET. a; o DEPTH OF FLOWjCONCRETE­,, VARIES 0 F1 LLETS CHANNEL TO BE a) o NOTE 3/4 DIAMETER OF w CONTRIBUTING =�� a 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE SEWER.T BACKFILLED ENTIRELY WITH NO. 21A STONE. 12" A FILLETED INVERT FOR A SMOOTH a ° 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TRANSITION OF FLOW BETWEEN O AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 INLET & OUTLET PIPE SHALL BE STONE SHALL BE PROVIDED PROVIDED. WMIN. 6" BEDDING 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" NOTE: W/ NO. 68 STONE Z �„ BEDDING OF NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NN C) SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. w m 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE W m EXTENDED OR NON -EXTENDED BASES. Q 8 TYPICAL SEWER PIPE INSTALLATION IN TRENCH 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED w C6 NOT TO SCALE INSIDE AND OUT. TYPICAL MANHOLE SECTION 9 SHOWING BRANCH TIE-IN > 3 ,, C 6 NOT TO SCALE s NN a o FRAME & COVER SEE FIG. S -I -D, E cn Ld STREET SURFACE OR _<� z NON -PAVED AREA o 0 0 SLOPED AREA 2'-0" "WEDG L.OK" TYPE RUBBER COATED � 3000 PSI CONC. LASE 1'-0" MAX o STEEL STEPS OR APPROVED EQUAL BENCH SLOPED TO FLOW CAST IN PLACE CHANNEL 11/4" 1' MIN PRECAST REINFORCED CONCRETE O �- SECTIONS WITH "0" RING SEALS r --i o 4A o o OR APPROVED EQUAL i --BRANCH 3' -0 MIN o d E 11 0 THE DROP CONNECTION SHALL BE 12 - �' DUCTILE IRON PIPE (CLASS 50) D a �X41,- 5" BACKFILLED IN 6" LAYERS AND ° o o �� o COMPACTED BY HAND TAMPERS OR E-+ 12 MIN BACKFILLED WITH SELF -COMPACTING z I 0 2>, 16" MAX STONE. W W 4a I 5» 16° MINIMUM ELEVATION DIFFERENCE O VARIE 12"MIN 12"MIN .Q ACROSS M.N. FROM INLET TO w NOTE: OUTLET SHALL BE 0.20 FEET � a, W FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO o R A FILLETED INVERT FOR A SMOOTH Q z BAND EXISTING MANHOLES SHALL TRANSITION OF FLOW BETWEEN O �- BE CORED AND A FLEXIBLE I ff-- INLET & OULET PIPE SHALL BEE -4 w _j CONNECTION BOOT ° . D ° PROVIDED. INSTALLED12 U .' p' p ° , o °' P CO 3/4 DIA OF LARGEST PIPE IN MANHOLE NOTES: -MIN. 6" BEDDING WITH N0. 68 STONE � � Q TYPICAL MANHOLE PLAN SHOWING 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 11 BRAN CH TIE-INSPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.Ail 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE o C6 N0� TO sc EXTENDED AOR NON -EXTENDED BASES. °- 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. / Sheet No: 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR EN -I RANCE DESIGN ON SEWERS WITH STEEP SLor'ES. rl 2 TYPICAL NANH03E WITS DROP CONNECTION- C6 ONNECTI0NC6 NOT To SCALE of SIZE BRANCH AND VARIES VALVE BOX VALVE THE SAME AS WATER MAIN BEND DIMENSIONS VOL. o < _ c VOL. 5751_.___ ._ _, _.J� - ._.__I_ _ __ _. _ _ __ L__ - _ _ �.-___._ _._.___ n_....t _._.� _.___ _ r_.. _... _ ___ __.... _ _____.___�_ 575 1 J °'mm 545 L H M.J. PLUG -� n �r 570 1-...__ ._.._..__ _.._ _-_.._ _.____.____.. -----._�.._._ w._.___._1�.___.__._.._.__----._.._._.___..._._..__.._.__._.___._ 540 . ,-----._..:V _-:._.�,: _-:f._._._ -..... 570 1560 s I 535 `o. ';-: 530 o --1 0 _ �I o 2.00 _ _( �- __._ _____._______..L.__..________ ____:_.:.-.__.__.._..__ __-_ _----.__ ._..___ 22 1/2 N 1 _ _ c, WATER MAIN ROD VALVE 5651:_ _:__ ______ ..__.._.. N_ _ ____._--___...._,_ TO TEE I - o CN 525 ON-LINE TYPE „B„ li- r�E ._._..._. Q �: 5601-__� __ _i_._ a--______ _ ______...._w . >---- __' __ __.. I_,_._ _._-_-_---_- .___.____.__._..___ 0.48 �, _ 560 �___- _ CD a BRASS NIPPLE AND c . 64a a< `P 2.66 2.77 0.26 CAP 520 --= ----- ..._-___.._ _..._...._._ ..._-_..__._ _'- .._.. ...__.._...._»_... VSs. _- _ _ 1 ,- 8---- ..._.._ LUBRICATE ALL THREADS - __ ✓� _..� ` _.._._J....._ THRUST BLOCK IL----- 5151--- 540 _ -__ METER BOX (SEE FIG. W-7)(OTIMOTHY LTHpVALVE 535 BOXNO. cn ...o 515 555 55511- i_ _ _.- _ _ _ f a-__ __I_-_-__ - _ _�_ -ii-_ �I - - - 57 STONEM.J. FITTING �. X X.._. _ .__... w I PIPE SLOPEDLic. 550 550 -- _._ �._; _._._ ____,.lo -__w_ 2.33 2.58 _______� 0.24 TM I r--------_:--P-hose-2 -Rh EX -is' stingra e 2.33 a� --I 525525- l-._. ._._.v.. 505 5051- __.- --____..___L.____-_- _. ___._ tT9- cn ..__ 1545 5451_..__ _.._.___ _-__ .--. _,_ _:_ __ __.__ __.__ __-_ _! _�. _ - _._.---:___l.__. __ _____- 520 vi Phase 1.1 Phase 2 500 r ------ - -- - - v► - 500 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 I _ - - 510 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 I 540540 -c- N �- cn _-_-___1535 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SIZE BRANCH AND VARIES VALVE BOX VALVE THE SAME AS TO DRAIN IF .o GRADE ALLOWS �o� VARIES VARIES 2" GALV. OR BRASS SSS/aNAI ENG\ PIPE NOTES: 1 WATERMAIN 'A' _ TOP P C 1"=io' v>arr, i"=5o' HORz 1. MINIMUM 3 OF COVER OVER OF PIE. 2" THREADED TAP TYPICAL BLOW -OFF ASSEMBLY Revisions: 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). c l� NOT TO SCALE PLUG N0. DESCRIPTION DATE 1. COUNTY CMNTS 05.14.07 2. COUNTY CMNTS 07.26.07 3. COUNTY CMNTS 09.10.07 4. COUNTY CMNTS 09.26.07 COVER LIFT NOTCH a D1� 4/6 END „ L WATER MAIN BEND DIMENSIONS VOL. o < _ c VOL. SIZE 5651_ (FEET) U magic 1 - 1 _�;-r----------. 1 J °'mm 545 L H M.J. PLUG -� n �r H q VARIES 540 rA cn M. 3.01 1560 s I 535 `o. ';-: 530 o --1 0 _ �I o 2.00 o p co 2.50 0.15 C�- - _ . _ _ __ _- 22 1/2 N 1 _ _ c, WATER MAIN ROD VALVE �4___.____ _^______ _ ._ _ r� . _� . __� =__ _I______N___ - N E cin__ . _____- _w._ ______._ __._- __.. ;a TO TEE I - 0 Q -- --� _._ w__ _ 525 ON-LINE TYPE „B„ li- r�E ._._..._. Q �: - VARIES THREADED COUPLING o w _ _...,.»_._-___�_____.- ___1545 0.48 PVC NIPPLE AND CAP PVC SLEEVE CD a BRASS NIPPLE AND c . 64a a< `P 2.66 2.77 0.26 CAP 520 --= ----- ..._-___.._ _..._...._._ ..._-_..__._ _'- .._.. ...__.._...._»_... VSs. _- _ _ 1 ,- 8---- ..._.._ LUBRICATE ALL THREADS - __ ✓� _..� ` _.._._J....._ THRUST BLOCK 0.13 5151--- 540 _ oo-- METER BOX (SEE FIG. W-7)(OTIMOTHY LTHpVALVE 535 BOXNO. cn - °'- 515 ICN Sa _ _� __�_ _ ___= 00 _ i_ _ _.- _ _ _ f a-__ __I_-_-__ - _ _�_ -ii-_ �I - - - 57 STONEM.J. FITTING �. X RAY MILLER a2" _ .__... w I PIPE SLOPEDLic. No. 30542 TO DRAIN IF .o GRADE ALLOWS �o� VARIES VARIES 2" GALV. OR BRASS SSS/aNAI ENG\ PIPE NOTES: 1 WATERMAIN 'A' _ TOP P C 1"=io' v>arr, i"=5o' HORz 1. MINIMUM 3 OF COVER OVER OF PIE. 2" THREADED TAP TYPICAL BLOW -OFF ASSEMBLY Revisions: 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). c l� NOT TO SCALE PLUG N0. DESCRIPTION DATE 1. COUNTY CMNTS 05.14.07 2. COUNTY CMNTS 07.26.07 3. COUNTY CMNTS 09.10.07 4. COUNTY CMNTS 09.26.07 COVER LIFT NOTCH a D1� 4/6 END „ L 12 3/8 WATER CAST IRON LID 18 METER BOX 18 1100, 6" EXTENSION PIPE SLOT BROOKS (2 PLACES) 2200 SERIES (5/8"-1 " METERS) NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL WATERMAIN 'B' NOTES: (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B C 1"=10' VERT, 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN F!I_L AREAS (TYP). 4 WATERMAIN 'C' NOTES:(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. U71. MINIMUM 3 OF COVER OVER TOP OF PIPE. 1 1"=10' VERT, 1'°=50' HOftZ p� H 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 5 _TYPICAL METER BOX c[ C NOT TO SCALE c Wi r` ^ CID M CCD E z - C:6 _O O L� !Z NOTE: HYDRANT MUST BE / 1" COMPRESSION x 3/4" MALE PIPE COUPLING KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- �, ° . OR APPROVED EQUAL MUELLER CENTURION (A-423) VILLE THREADS WHICHIS Q ° THE LOCAL STANDAR D 45 W OR APPROVED EQUAL max' max GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL LENGTH. OF BRANCH VARIES 6' MIN 2' TO 10' a a ° PLUG D ° OO PLACE 5' GALV. WITNESS POST PAINTED r~r� Z N (270' 1" TYPE "K" _ BLUE TO INDICATE VALVE LOCATION AS F-'-� N ° J SOFT COPPER V FOR USE ON ATTACHED SINGLE FAMILY o DIRECTED. MARKER LOCATION MAY BE SUBJECT O T 2 RESIDENTIAL SERVICES OR DUAL RESIDENTIAL I m 7 CU. FT. 18" VALVE BOX AND IRRIGATION SERVICES. 4 TO HIGHWAY DEPARTMENT APPROVAL. m a CD x1xt7 24" IN 24 MIN GRAVEL 1" " " EE 8» 8» INITIAL BACKFILL $.> $» r'1 FINISHED GRADE MIN MIN. \ MIN MIN. ��--I o 6" BEDDING 36 MIN 6„ GATE #68 STONE W VALVE ALL BENDS FOR TEE OR WYE FITTINGS NATE: *STABLE solL 4 � d . . ! c • a » NO SWEATED FITTINGS r oe n $ X -6" (FLARED ONLY) - ROCK �� 3 TEE WIDEN TRENCH TO - i'` �� 0 p ACCOMMODATE * -C N 2500 P.S.I. CONCRETE °" DUAL SERVICE _ SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL � N; ANCHOR IF ADJUSTABLE VALVE BOX W/ LID BASE AND THRUST ve.�l�.s, REQUIRED. 1" COMPRESSION x 3/4" MALE PIPE COUPLING __ _ STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND BLOCK AGAINST 4 OR APPROVED EQUAL = _= BINGHAM &TAYLOR FIG. N0. 4905 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF °' W a UNDISTURBED STABLE �in M z (SCREW TYPE) OR APPROVED EQUAL #68. STONE. SOIL. BEDDING AS 1" TYPE "K" STEEL PILE REQUIRED p 45 soFr COPPER 3/4 THREADED RODS TO a _� WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.11r I FOUNDATION IN POOR SOIL UNDER -CUT CONDITION A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED FOR USE ON DETACHED SINGLE FAMILY THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED RESIDENTIAL SERVICE WHERE AN IRRIGATION THREADED RODS IN ADDITION TO POURING PLUG METER IS NOT PROVIDED. CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT MIN 45' MIN T T SINGLE SERVICE R �► NOTE: 4'MIN INITIAL BACKFILL 4'MIN w T~F� SOIL 1) SADDLES SHALL BE USED ON PVC PIPE. v NOTE M.J. GATE VALVE UNSTABLE 8" 8" 8" 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. SEP'' O R SECTION Z - Z ,-CAST IRON LID - - - 8 I tv1IN MiN. MIN bilN i _ #68 STONE ,-., '✓ 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE. HYDRANT - - - - - - - FINISHED GRADE _= 68 STONE `' 4 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. PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE 5651_ (FEET) - __ 1 - 1 _�;-r----------. 1 545 L H T cl cf) H 5601- 540 535 M. 3.01 1560 I 535 4" & 6" 530 ���___ �. __-.co --1 0 _ �I _. _ -! -p1P 2.00 2.25 2.50 0.15 C�- - _ . _ _ __ _- 22 1/2 _ 1 _ _ c, _ _ -_1530 525 �4___.____ _^______ _ ._ _ r� . _� . __� =__ _I______N___ cin__ . _____- _w._ ______._ __._- __.. ;a 550 I - 00 -- --� _._ w__ _ 525 r--_ -__ ._ _ li- r�E ._._..._. 90 3.66 _ _...,.»_._-___�_____.- ___1545 0.48 520 8„ 45 2.66 2.66 2.77 0.26 r- 520 --= ----- ..._-___.._ _..._...._._ ..._-_..__._ _'- .._.. ...__.._...._»_... VSs. _- _ _ 1 ,- 8---- ..._.._ ...._ ...... __ -_.__ _ _ _._ _ - ---- - _. - __ ✓� _..� ` _.._._J....._ _ 0.13 5151--- 540 _ oo-- 11 1/4 1.66 535 2.67 cn - °'- 515 ICN Sa _ _� __�_ _ ___= 00 _ i_ _ _.- _ _ _ f a-__ __I_-_-__ - _ _�_ -ii-_ �I - - - �. X 3.33 _ .__... w I 510 -= -- --r co +.-.�--____._:_.__...J_ 0.52 __-___ _ _- _1530 2.33 2.58 _______� 0.24 TM I r--------_:--P-hose-2 -Rh se -1- ------.-.. - -- 2.33 a� i cnF- 525525- ._._.v.. 505 5051- - - ---- �l ti ��---` tT9- cn 1 _ _- -__ _�� __ 505 m - 520 vi _ 500 r ------ - -- - - v► - 500 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 12 3/8 WATER CAST IRON LID 18 METER BOX 18 1100, 6" EXTENSION PIPE SLOT BROOKS (2 PLACES) 2200 SERIES (5/8"-1 " METERS) NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL WATERMAIN 'B' NOTES: (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B C 1"=10' VERT, 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN F!I_L AREAS (TYP). 4 WATERMAIN 'C' NOTES:(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. U71. MINIMUM 3 OF COVER OVER TOP OF PIPE. 1 1"=10' VERT, 1'°=50' HOftZ p� H 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 5 _TYPICAL METER BOX c[ C NOT TO SCALE c Wi r` ^ CID M CCD E z - C:6 _O O L� !Z NOTE: HYDRANT MUST BE / 1" COMPRESSION x 3/4" MALE PIPE COUPLING KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- �, ° . OR APPROVED EQUAL MUELLER CENTURION (A-423) VILLE THREADS WHICHIS Q ° THE LOCAL STANDAR D 45 W OR APPROVED EQUAL max' max GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL LENGTH. OF BRANCH VARIES 6' MIN 2' TO 10' a a ° PLUG D ° OO PLACE 5' GALV. WITNESS POST PAINTED r~r� Z N (270' 1" TYPE "K" _ BLUE TO INDICATE VALVE LOCATION AS F-'-� N ° J SOFT COPPER V FOR USE ON ATTACHED SINGLE FAMILY o DIRECTED. MARKER LOCATION MAY BE SUBJECT O T 2 RESIDENTIAL SERVICES OR DUAL RESIDENTIAL I m 7 CU. FT. 18" VALVE BOX AND IRRIGATION SERVICES. 4 TO HIGHWAY DEPARTMENT APPROVAL. m a CD x1xt7 24" IN 24 MIN GRAVEL 1" " " EE 8» 8» INITIAL BACKFILL $.> $» r'1 FINISHED GRADE MIN MIN. \ MIN MIN. ��--I o 6" BEDDING 36 MIN 6„ GATE #68 STONE W VALVE ALL BENDS FOR TEE OR WYE FITTINGS NATE: *STABLE solL 4 � d . . ! c • a » NO SWEATED FITTINGS r oe n $ X -6" (FLARED ONLY) - ROCK �� 3 TEE WIDEN TRENCH TO - i'` �� 0 p ACCOMMODATE * -C N 2500 P.S.I. CONCRETE °" DUAL SERVICE _ SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL � N; ANCHOR IF ADJUSTABLE VALVE BOX W/ LID BASE AND THRUST ve.�l�.s, REQUIRED. 1" COMPRESSION x 3/4" MALE PIPE COUPLING __ _ STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND BLOCK AGAINST 4 OR APPROVED EQUAL = _= BINGHAM &TAYLOR FIG. N0. 4905 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF °' W a UNDISTURBED STABLE �in M z (SCREW TYPE) OR APPROVED EQUAL #68. STONE. SOIL. BEDDING AS 1" TYPE "K" STEEL PILE REQUIRED p 45 soFr COPPER 3/4 THREADED RODS TO a _� WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.11r I FOUNDATION IN POOR SOIL UNDER -CUT CONDITION A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED FOR USE ON DETACHED SINGLE FAMILY THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED RESIDENTIAL SERVICE WHERE AN IRRIGATION THREADED RODS IN ADDITION TO POURING PLUG METER IS NOT PROVIDED. CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT MIN 45' MIN T T SINGLE SERVICE R �► NOTE: 4'MIN INITIAL BACKFILL 4'MIN w T~F� SOIL 1) SADDLES SHALL BE USED ON PVC PIPE. v NOTE M.J. GATE VALVE UNSTABLE 8" 8" 8" 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. SEP'' O R SECTION Z - Z ,-CAST IRON LID - - - 8 I tv1IN MiN. MIN bilN i _ #68 STONE ,-., '✓ 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE. HYDRANT - - - - - - - FINISHED GRADE _= 68 STONE `' 4 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. PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE 5651_ (FEET) - __ 1 - 1 _�;-r----------. 1565 L H T L H 5601- 90 2.50 -l_ 3.01 1560 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 555 2.00 5501_ _ �4___.____ _^______ _ ._ _ r� . _� . __� =__ _I______N___ cin__ . _____- _w._ ______._ __._- __.. 550 I - ___._ -- --� _._ w__ _ 545 r--_ -__ ._ _ li- r�E ._._..._. 90 3.66 _ _...,.»_._-___�_____.- ___1545 0.48 8„ 45 2.66 2.66 2.77 0.26 ._ -_ ..._-___.._ _..._...._._ ..._-_..__._ _'- .._.. ...__.._...._»_... VSs. _- _ _ 1 ,- 8---- ..._.._ ...._ ...... __ -_.__ _ _ _._ _ - ---- - _. - __ ✓� _..� ` _.._._J....._ _ 0.13 ._....pp.._.__..,....,�_.._.. �- -. 540 _ oo-- 11 1/4 1.66 535 2.67 cn - °'- 90 4.83 3.83 535 0.83 530--___.____-_. 45 3.33 _ .__... -_ _ . o �, �__._L. 0.43 ._. ,� co +.-.�--____._:_.__...J_ 0.52 __-___ _ _- _1530 2.33 2.58 _______� 0.24 J 11 1/4 1.83 2.33 a� 0.18 525525- ._._.v.. 520 0,00-1- tT9- cn m - 520 vi _ co _ .. _ _ ase _ _1756l e 1515515 v► 510--- Ia__. cn. - J _ _.-.. _ I_ _ _ L _ _�. w _ I _ - - 510 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 12 3/8 WATER CAST IRON LID 18 METER BOX 18 1100, 6" EXTENSION PIPE SLOT BROOKS (2 PLACES) 2200 SERIES (5/8"-1 " METERS) NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL WATERMAIN 'B' NOTES: (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B C 1"=10' VERT, 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN F!I_L AREAS (TYP). 4 WATERMAIN 'C' NOTES:(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. U71. MINIMUM 3 OF COVER OVER TOP OF PIPE. 1 1"=10' VERT, 1'°=50' HOftZ p� H 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 5 _TYPICAL METER BOX c[ C NOT TO SCALE c Wi r` ^ CID M CCD E z - C:6 _O O L� !Z NOTE: HYDRANT MUST BE / 1" COMPRESSION x 3/4" MALE PIPE COUPLING KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- �, ° . OR APPROVED EQUAL MUELLER CENTURION (A-423) VILLE THREADS WHICHIS Q ° THE LOCAL STANDAR D 45 W OR APPROVED EQUAL max' max GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL LENGTH. OF BRANCH VARIES 6' MIN 2' TO 10' a a ° PLUG D ° OO PLACE 5' GALV. WITNESS POST PAINTED r~r� Z N (270' 1" TYPE "K" _ BLUE TO INDICATE VALVE LOCATION AS F-'-� N ° J SOFT COPPER V FOR USE ON ATTACHED SINGLE FAMILY o DIRECTED. MARKER LOCATION MAY BE SUBJECT O T 2 RESIDENTIAL SERVICES OR DUAL RESIDENTIAL I m 7 CU. FT. 18" VALVE BOX AND IRRIGATION SERVICES. 4 TO HIGHWAY DEPARTMENT APPROVAL. m a CD x1xt7 24" IN 24 MIN GRAVEL 1" " " EE 8» 8» INITIAL BACKFILL $.> $» r'1 FINISHED GRADE MIN MIN. \ MIN MIN. ��--I o 6" BEDDING 36 MIN 6„ GATE #68 STONE W VALVE ALL BENDS FOR TEE OR WYE FITTINGS NATE: *STABLE solL 4 � d . . ! c • a » NO SWEATED FITTINGS r oe n $ X -6" (FLARED ONLY) - ROCK �� 3 TEE WIDEN TRENCH TO - i'` �� 0 p ACCOMMODATE * -C N 2500 P.S.I. CONCRETE °" DUAL SERVICE _ SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL � N; ANCHOR IF ADJUSTABLE VALVE BOX W/ LID BASE AND THRUST ve.�l�.s, REQUIRED. 1" COMPRESSION x 3/4" MALE PIPE COUPLING __ _ STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND BLOCK AGAINST 4 OR APPROVED EQUAL = _= BINGHAM &TAYLOR FIG. N0. 4905 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF °' W a UNDISTURBED STABLE �in M z (SCREW TYPE) OR APPROVED EQUAL #68. STONE. SOIL. BEDDING AS 1" TYPE "K" STEEL PILE REQUIRED p 45 soFr COPPER 3/4 THREADED RODS TO a _� WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.11r I FOUNDATION IN POOR SOIL UNDER -CUT CONDITION A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED FOR USE ON DETACHED SINGLE FAMILY THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED RESIDENTIAL SERVICE WHERE AN IRRIGATION THREADED RODS IN ADDITION TO POURING PLUG METER IS NOT PROVIDED. CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT MIN 45' MIN T T SINGLE SERVICE R �► NOTE: 4'MIN INITIAL BACKFILL 4'MIN w T~F� SOIL 1) SADDLES SHALL BE USED ON PVC PIPE. v NOTE M.J. GATE VALVE UNSTABLE 8" 8" 8" 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. SEP'' O R SECTION Z - Z ,-CAST IRON LID - - - 8 I tv1IN MiN. MIN bilN i _ #68 STONE ,-., '✓ 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE. HYDRANT - - - - - - - FINISHED GRADE _= 68 STONE `' 4 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. 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 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 .1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2:91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2:83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 "III -1 I I I-1 I I-1 i I III -1 I X111=i II I I I E == _-_ ., 111-, 1 -, „ , - - _ X WITH ERIES BO = - I - BROOKS 2200 S - 1/4 BEND COUPLING =1I III: EXTENSION OR APPROVED EQUAL w MUELLER NO. H-15069 (1") LOCKWING II- - IN UNPAVED AREAS STABLE SOIL OR ROCK`- STABLE SOIL OR ROCK NO. H-15068 (1 1/2", 2'7 ANGLE -II F7 !� FORD NO. L02-44 (1") VALVE -11 Ill N0. L02-66 (1 1/2") NO. L02-77 (2") 36" MIN. III COPPERSETTER (PLACED ON STONE) FORE 1 O F-�-1 OR APPROVED EQUAL WATER LINE NOTE I I D (5/8"x3/4") IQ Z (7 w -11 � OR APPROVED EQUAL � . NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. i�= ab exp ! __l 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED W $�� �• METER n . 7JvR°a s8�°°Qo��o oo - ABOVE THE INITIAL BACKFILL.. a" STONE BRICK AS 2500 P.S.I. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. BEDDING NECESSARY CONCRETE a 2'x 2' BEARING AREA. CORPORATION STOP (1", 1 1/2", 2") THRUST BLOCK 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED Q MUELLER NO. H-15000 FORD NO. F-600, OR IN THE TRENCH. w (� APPROVED EQUAL a a a 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. Q E- < a r 11 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. Q 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. S TYPICAL SERVICE LATERAL INSTALLATION NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF � ALL THRUST BLOCKS. C NOT TO SCALE Q TYPICAL FIRE HYDRANT ASSEMBLY DETAIL C � NOT TO SCALE O 7 CONCRETE THRUST BLOCK DETAIL C NOT TO SCALE DUCTILE IRON WATER PIPE (� 10 lNSTA�:UiI±OM 9 TYPICAL GATE VALVE C NOT TO SCBE C `7 NOT , ScE Sheet No. 7o PLANT L15T KEY QTY. BOTANICAL NAME COMMON NAME CAL. HEIGHT REMAKK5 CANOPY AREA (5F) AREA TOTAL (5F) SHADE TREE5 AR 8 Acer rubrum Red Maple 1.5" 397 3,176 BN 9 Betula nigra "Heritage" "Heritage.' River Birch 10-12' Clump 397 3,573 KP 6 Koelreuteria paniculata Golden -Rain Tree 1.5 380 2,280 PO 11 Platanus occidentalis American Planetree 1.5" 1253 13,783 QP 17 Quercus phellos Willow Oak 2.0" 370 6,290 UP 6 Ulmus parvifolia "Atlee" Allee Lace -Bark Elm 2.0" 366 2,196 ZS 1 10 Zelkova serrata "Green Vase" Green Vase Zelkova 2.0" 350 1 3,500 ORNAMENTAL TREES AG 5 Acer griseum Poperbark Maple 1.5" 88 440 CF 2 Cornus florida Flowering Dogwood 6' 124 248 LN 12 Lagerstoemia "Natchez' Natchez Crape Myrtle 8' 77 924 TOTAL (5F) 36,410 LANDSCAPING CANOPY REQUIRED: 20% OF TOTAL SITE STREET TREES: Required: 1,90OLF/OLF = 38 Trees TOTAL SITE AREA = 179,903 SF (4.13 Acres) Provided: 38 Trees 179,903 SF * .20 = 35,981 SF Required LANDSCAPING CANOPY PROVIDED: New Canopy = 36,410 SF C ouury of _Ubemarle Con:er-citio a Plau Gberkbst- To be plired o u Landscape Plaa_ (Hnudbook, pp IH -284-111-2 P7, for romplete specifiratim,,- 1 The Eo]Ia3sinE ittms ilRIL be shown on the phm: ❑ T_e='-s W he a?.red: ❑ L_ixrs of aaa[ (Oaril-ie kA:me of :fees :0,1e ❑ Laca:ton and r•pe ofg_c:ec. a fencing: ❑ G_ak c',11]£35 [eaUCl]£ -fee WBnL Or WaLs. ❑ ) 7rga iac �e]c�Ing r. rl]C�li]g t n cnd :ta ]lwui at .le?.rte i. x1nibmE5: ❑ ;:l fraei :a be fared '>]i1J ba :n?7�2C x1:3 7CCr .:711;.74C h: � tcl=�['._2i1=1ti"il"s:kle W 3.117F71]e9: aF•i[il:ltrc ❑ � o Emku _Sal: berm mil:te :fee ]kir g t?.s tae] jcpe•:red ?ra r.FF_sredCotm:r L- 3. Pit -C onstritctioo Comhremf e: ❑ T �z pfeieza:ton ami g:axc:t.n mea stlrei it?.LL><e ref =a•ee z':r� :Se _sn-.mc:or a] iue -11. Enuinmeut Opeiation and Sur AEe: - ❑ Eeal-y >- .airmen:. reh. c0ar :taf5c ?,Ci sora_ a :f coC_:mc•ia] s?,ferlal s i]cm-kr:g ea:L sML ]or t=_ p e:,• i.rei wK1- in be iapbus. LIE :reee .o be _aced E. =oil Era iion and Stormliater Detention Dv6cfi: ❑ im:h fence- :hall. Ca: aire__el: affec::reee to ie =_arei 6. Fires: ❑ Fl:c"c iY[e nJ: Je:3i::?C SCI:]tn 1•)i� fyC of "ta •i-.pL• Ca o' :.ea. rale 3? :'2C. Tnsic V;ite drols: ❑ Tasi: Ina:e�als it?�l n0[ E3 i[..3C �1:3C1 1).' fc2[ Cf aB dCFI:C? a:: eec W 11e S?': BC. °. Pr-0ttrtivi- FeacinE: ❑ L -e> -a W be -ca.uk wt:Slna-) Eae: o: a propcied ialldi3_ or _ _adie4 be xa:_c:ed b-: feaci]E- ❑ Far :in,- s*a:l he m pla•: Rand spall he rnspeced ami ap orad by n Z cans ::);p W:• g:ior :o grain; n_ -,or =-ru coo]. 9. Tree WOE: ❑ Tae:, be 4:3ari Wel ntr.=: be ws=-e 1 M me i-ipl'ue of a :fee rs he a lee well s*Za] be p[o:ided and a coc_:ni cioc. de.ztl wt -mined to. ?.FF_cral. 10. Tree 17, aLL=: ❑ When be 2:ol1Ci level IDG ---be Latt•e_ei wi-th :-e i-ipli]e a free to *)e :aCsj. a re? will a.11 be F•rs, :ce3. ?nd ?. co]sm1c: -. , de:a: L wt -mired to. ?.Fg_cral. 11. Tren-rhinrr Aad Innaetme: ❑ l�`:949 CEn{1:C? is ry _ui:ed Ai -hi] :te :rnn:i a::k�nng. t: eSaJ ba done a i fai aua� Eroat :Se :-1]L•e of free i a=_ g.,i>jbl�. T:ICnel-n_ :I]eara L?.[fe :fee aha.l] ie :cni:e�ed as LC a:re7CZOre n':;e] if :e a]riciE?.[ei rharn,e.as=_ar: fraC.tin_ aJ] des7er:eeie- fao:e 1:. Clea�n4: ❑ Frere•:�:'e fem:i]g it�t]'7e cle Lie: i:elni _9tnaras dwrin_ :ta fi�.l c:ea]rg 13. DamAetdTrees: L1Dama_Rd -Lee i 238:1be-Eta:ed i:nsediarel�.Jr pniein_. Earn[:?[iOr Of o- -T nat�ace iec-xm ded It.,; 71 rea iFa 'Li if NOTE: IT IS THE DEVELOPEWS R£4-PONSIBELIII TO CONTER WITH THE CONTR-kCTORO; TREE CONS£R1 SERVATION R£QtIl;;E!dENIS. OWNER SIGNAICRE (DATE) CONTRACT PrRCHASER SIGNTARE (D 111 DRIP LINE-, SNOW FENCE BOARD FENCE RD FENCE ----PLASTIC FENCE NOTES: 1. Contractor to install plastic fencing with wooden posts set three (3) feet on center. Fencing shall be placed as close to drip line as possible. 1 116 TPEE _PROTECTION FENCING DETAIL yU) NOT TO SCALE JPs \ \ \ Z i C "'ONO - T - � - M �2 3 A p Spillw erg \ \ \ Open ,Space Phase a C > N \ Sectio 3 Deerwood •- / / , / �- �' • • i j j y-_- \ \ \ / \. DB ,,2907 1.32 E DB 2075=72 Mru=7'6 DB 4 907 X 74 = P� r NO, TH o [� j� L N000-1 LJ I Vim. �`�j\ yQ,\,- - / _ - - ; ; _ - 30 � � \ -- -- - _ ' 'TIMOTHY ERS W FIY RAY MILL ,; Wim, - ' W ; ` \ \ Lic. No. 30542 - v - / I\3- _ V l i ` 'W/ -Open-BGSAV1 es A '� SS/0NAL EN `I 3.CZ Z. MH -A r' l\ J J B N , ' W W + ' + ` W W 4 \ P 0 X �` NO. DESCRIPTION DATE I\. ` ` Revisions: N , / ' / i 0� I / , � ,e -p -rat« t 0 W W y �' / �- �- -- -- - \ 9.500 Sr/ FFN�L� \ r 1. COUNTY CMNTS 05.14.07 C6) U �y6� \\ I �\\ . 2. COUNTY CMNTS 07.26.07 3. COUNTY CMNTS 09.10.07 �' rr/ ���., � \+�y', .�. W- //' /.' - !�'� ��\ UFFF�� �. W W ; 4. COUNTY CMNTS 09.26.07 F- -L � PHASE 1 x- W C. ST -2 brL / i 4�i / TOP T / ,' / - ! Existin 30 \ __._ PII� Ex. ..n. - _ Glf_ . - ,, _.✓ J.... _ - - - - y Ex •`8' PVC ' - (r Alders. e °n - - - ........ '. .. • :.. r.::. : -.:. .. • :..' ,...:. '. J-. � ..... .... , .... �: - ".."-'.S.Z'i""c ^1`.:� 3'.?,�itl.."_..+��_ ..,,...dyt^k: �`^-:'L• _ -5.:....rA.tl.'[.'S:::. 'Sc.'C_,r.��.uz.--,:_ _ .tt ,_ .:«`- 15-' M' ST -1A2 RV Eomm { � ADD 2. j/,RISER d e I I. ?V / 2V TU NO ' ZV /?V 2�? � �`� ZV tr ZV � 2V L� � � � l� � � t� oil � L� �. --v-- -. v - - -. rV O O! O O C>n O/ o� O O O /O y O' o� y C7� y Cs� CA y O y CA y O OO Wp O y O y O y / O y / O ._V O/ y O v O v O �]' O O O v 00 [ 1 1 �._ py O �. 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