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Home My WebLink AboutSDP201000064 Plan - Approved 2012-08-07NO. I DATE R19111111110' 1 2 3 4 5 6 7 8 9 10 11 BY TITLE COVER SHEET LEGEND, ABBREVIATIONS PUMP STATION NO. 1 PUMP STATION NO. 1 PUMP STATION NO. 1 PUMP STATION NO. 1 PUMP STATION NO. 1 PUMP STATION NO. 2 LOWER PRV — PIPING I PUMP STATION NO. 3 DETAILS REVISIONS ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY, VIRGINIA ASHCROFT PUMP AND TANK RECONFIGURATION PROJECT AND GENERAL NOTES — WATER MAIN EXTENSION AND PIPING MODIFICATIONS — ELECTRICAL LEGEND AND NOTES — ELECTRICAL SEQUENCING PLAN AND DETAILS — FLOOR PLANS, ELEVATIONS, AND SECTIONS — DETAILS AND SCHEDULES — MINOR 'SITE PLAN MPROVEMENTS — PRV AND PIPING IMPROVEMENTS N:\ 46480 - 003 \CADD \Civil \Sheets \4648000361- 01.dwg Jun 21, 2010 — 4:59pm RWSA 5 Million Gallon Tank I Ashcroft Pump Station 1 Asa Ashcroft Pump Station 3 I " VICINITY MAP SCALE: 1"=1500' MAY 2010 WHITMAN, REQUARDT AND ASSOCIATES, Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 (804) 272 -8700 RICHMOND, VIRGINIA LLP FAX: 272 -8897 zuww.wrallp.com Ashcroft PRV (Upper) Ashcroft Pump Station 2 Ashcroft Lower PRV 50% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: 1 " =10' VERT.: 1 " =5' DATE: MAY 2010 DESIGNED: C.E.L. DRAWN: R.M.S. CHECKED. D.J.S. PROJECT NO.- 46480 -003 'ubmiticl 'Type Reviewed and Approved by tl' Community Development Depart Date 117/ZW 1-0 File# S'DP = ()- CnrA, APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER /ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT JUN 2 2 2010 ALBEMARLE COUNTY SERVICE AUTHOI 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 2291 ASHCROFT PUMP AND TANK RECONFIGURATION COVER T -5 `t r' N 11505010.25200 N 1150519.490200 E 3901519.49000 Z -915.4° Z 915.41 ��''�� E 3901519.49000 DRAINAGE AND 5 913.28 DRAINAGE AND ___ 913.28 + IF UTILITY EASEMENT - -rr� �F UDTIBLIT1847SEMPEN 4-185 PL i ^,AI 78A -5 -156 -' ^- -- -" -- '-" _•- .___ -- D.B. 1847 P. 184 -185 PLAT . •- �,., --� -' ---- EX -6 0010 GAL. TMP 78A -5 -156 _ P�AfZkC F. LANGLET AND MARK F. LANGLET AND �' ---- ANNE M. COUGHLIN + 913 STORAGE - =- TANK__. 1 1 ,4o EX 30,000 GAL: ANNE M. COUGHLIN + 913 11.40 D.B. 2.183 P. 70 (.NOT 1-NI USE,a_.TO -_ -_ - - STORAGE -TANK- D,B. 2183 P. 70 ''� 910.91 +_-__ - - -- --- D.B. 1847 P. 184 -187 PLAT (NOT IN USE, TO D.B. 1847 P. 184 -187 PLAT r ' BE REMOVED) _ _._.- __ ---- 91 / l BE REMOVED) ----__ g LOT 156 TMP 78A-5-46 LOT 156 A -'I2P0P12 -` - MARK F. LANG .'_T AND o�• 1 Q--r2 X07.1 1'�.` �° \. ANNE M, COU HLIN _--- \�`' % Gj) �U?.1� - f 922-' _ _- D.B. 2183 0 O_/' 922-' �d- 9�2. __ - __MAXIMUM ANTICIPATED D B '1847 F-, 184 -187 PLAT / 90 1 -� - 07,52 T i %) �'` 0T�25 o v` LIMITS '•0F i �� r - l --Q __ F - - / / P QA T I� 1 U, ,�STURA CE (TY P.). ✓ _LO T 156 00 AREA= 4,200 SF) / - p01 PROPOSED 10,000 GAL - - + 0 + 910.44 .; , \ + X8.2 . 0 GROUND - - " - 903.0F 5 03,05 0 SE D ETAILS, SHEET 1 14 % r ' 14 90 ° - ` X396 X3.96 _- , WATER LINE " TO /p4� "r %,r ,/ ` \� I F / ' �r IF / � �, :8E -ABANDONED ___ -- P`� DC O _-- / TS CS - _ -_ ,-� 5 P� - 8 0 0� F -' 1 / f g 00 DC ` �O '� / �� Q�- �` 1 P� Zp 0 1 -�' -_ _ ,X90 I Nl I ' 18A -1 C 899.3 P �,° �' ° ti / / + P�a� X90 �P� T M F 7 8 A -1 r ' WAT TORA OT �0 OT TATION OT; r 5a 899.62 TATIO N OT) ,, ,�,_�.. _- ,,.- -• _.. ---- __--- � 899 -62 Q u5.53 ` r --- --.- ' � 5 53 PROPOSED D � . �QQQ , �0 ,�, , , 2 X94 90 _ LANK SUPPL -Y AND '' �� - v - 4 /// + E 00.7_ /" E_L C �+ 00.7 P� r O VEL _ / f .. - 904.33 / /� o WITHDRAWAL LINE �. �oj, // DRIVE - _.. GF �� RI E - �� + 0 269 / - -- CONNECT;NEW- 0.269 �� _ 899 899.04 r.� / � + PIPING 'FROM �- �., SE / o F s t p _ ' r '� PROPOSED TANK C.0 '" O � / ,---. TO EX., "VALVE /% BO O 2� ��i• p0 / I -- j + 99.4 3 + 9 9 .4'_,) CJ :fi. 89 5.35 / 9 r NV ®v r-- o`Q - + 895.60 wv EX. 30,000 GAL STORAGE ANK TO f r Wv --- �oSP /5F O� ; ,'- i -,.- -- -.�,- � - � o o`z � -. -_ ___ ___•- -" \�.SP SF .. BE - REMQVED. REMOVAL OF THE � 168018 O o n 16RO18 / o 4 ( - ` ' r 30 000 GAL. STORAG TANK T0�92.98 / /, -'' 2.98 �� S 901,97/ 90, 7 �s ��'� r `l��/898.71 9,27 + / �� -~ _ �s �y�� r m K / . � � �� 898 71 � COMM'ENCE UPON COMPLETIO s.� WV SF F ,: -- / r ��h s. p�� WV ,�,. %O� ACCEPTANCE- AND OPERAtION 0' Z'\1--GRAVEL /Lb % tiPS� o �� wv GRAVEL <. rF THE PROPOSED ,10,000-GALWv / �' o ti DRIVE/�.,, ABOVE- GRO,.UND STORAGE TAN14. P 2 < W r DRIVE ��- APPR�, LO N % 5� 895.20 '�� \ h )8.33 r E / / APPRf LOCIU(' ; . WV 98.33 r� f /' �y PGG qP� p� P I + \ WV �� 5 VEP 'EASEM v' I' �/ GV ' ' PG F� , 4 VEP ASEMI GV C� �, = /� O` i D.B. 67 P T 13 I + �, / Q D. 13, 67 P 1'13 /, -' ��`v0� D� 897.25 c40 s� 8 .57 �i/ O / 897.25 �L �O57 / f. / ''. 89 I �� ' p �T' 01 Op }i f /, � / / 1 � • � � DQ 4 �!, p S r '� 894.9 4' c y0 E � / 4� .5 3\ 6 90 4.53600 A\ 3 . FB 01F TP F� 04 4,015 59 89C0 89 6 2 89 .59 r/ rr r OF/- 0 DISTRBAN CE r �� I "sue �AEA; 4;2aa�) 892,53 .n 4 1 �/ O . 892.53 �G P� F 89 .52 1 0✓` 3 ' 89 ,52 / / G� \� `� I + 89 .76 + 89 .76 / '� % nc� \\,\ / w r 4;, L N LI,N 'j g 4" PVC 93.1 LINE �� / 895,19 J �' �: N OU 1J� / ' �jQ r 895.19 J �O NV OUy/893.17�' / , Gj �� rr / 7i O �i '� /8 .28 -' O '� �i' /� / 8 2FWATERLI /T BE ABANDONED`' P r' 6» �'' D LI EXISTIN GATE VALVE i � '� 6 D LI s r' 0 ABANDONMENT OF` THE;'EX.: -30,000 181vAP20 - -' - il�lV' 0 892 w --_ --1894,7-4r TP , 888,96 '� -� �-! /89 T�20 TP / 2 , C GAL- 'STORAGE TANK PIPING TO - v w C �' r l cP 0 -.,, -, -'' - �.-� � � ^'�- ` / ' - / �- ,COMMENCE ,.,UPON COMPLETION-` ACCEPTANCES AND OPERATIQN OF + 892.15 ` 9.55 �r / / w + 892.15 ` ! / / _ / ,� + 0, -2$- THE PROPOSED OdOvGAL. TANK. r / + 0,2'$ -' / ABOVE- GROUN,R STORAGE A 0/ -' Wv R= 123 6.3 2' / cU �- ,� �� /� ? - , 3 C . 4 18P0� A -99.15 T_, G �D_ C 9 �, -�' - - j 4 r % T 49 60 , / C=99 12' 4, o C=99, �� ' _ / ✓ �' 4 >54 > >W = S57 °44 ._ E3 S 5 7° 4 / C E3 r i DELTA= + _5., DELTA = 4 °35'42" ---- ,,,,- .--- + 8�,�,� / / ,i � C 883.8 , N �� EXISTING 8 GATE VALVE , 883. 8 , NF �� Co F �� (TO BE USED FOR ISOLATION C,3 �. /'/ /' / CO �� LOWER PRV VAULT 883.56 P �\Q 86.74 88.60 \ � 883,56 'Q r �jj / 88 .60 QG �P _ r, P / s ' .- ''�' � / � - -'- -182.1? --'' / •� +58 2.1.1 --- - , , , EXISTING CONDITIONS AND DEMOLITION PLAN PHASE i SCALE DEMOLITION PLAN PHASE II AND PROPOSED SITE IMPROVEMENTS I 0 10' 20' GENERAL SEQUENCE OF CONSTRUCTION FOR THE 10,000 GAL ABOVE- GROUND STORAGE TANK REVISIONS 50% SUBMITTAL NOT TO BE USED RE UARDT .AND ASSOCIATES LLP FOR CONSTRUCTION W HITMAN Q Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: z72 -8897 (804) 272 -8700 RICHMOND, VIRGINIA ,w,w,w.,wrallp.coryt SCALE: HORIZ: 1 " =10' VERT•: 1' =5' DATE: MAY 2010 DESIGNED: C.E.L. DRAWN: Y.L.M. CHECKED. D.J.S. PROJECT N0. 46480 -003 5. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE ACSA INSPECTOR AND COMMUNITY DEVELOPMENT N0. DATE PHASE II EROSION AND SEDIMENT CONTROL INSPECTOR THE AREA MUST BE RESTORED TO ITS ORIGINAL CONDITIONS. ALL SILT PHASE I FENCE AND TREE PROTECTION ARE TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE ACSA 1. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE EXISTING GRAVEL ACCESS DRIVE ONLY. DURING WET 1. ONCE THE 6,000 AND 30,000 GAL. STORAGE TANKS HAVE BEEN REMOVED AND DISPOSED OFFSIITE, COMMENCE INSPECTOR OR COMMUNITY DEVELOPMENT EROSION AND SEDIMENT CONTROL INSPECTOR. WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING CONSTRUCTION OF PROPOSED 10,000 GAL. ABOVE- GROUND STORAGE TANK AND INSTALL BURIED PIPING AND APPURTENANCES. EXISTING 30,000 GAL. STORAGE TANK IN SERVICE SHALL REMAIN IN OPERATION DURING THE LEGO DRIVE. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL CONSTRUCTION OF THE PROPOSED TANK. ASHCROFT PUMP AND TANK RECONFIGURATION PUMP STATION NO. 2 MINOR SITE PLAN 2. INSTALL TREE PROTECTION AND SILT FENCE AS SHOWN ON PLANS. 2. UPON COMPLETION, ACCEPTANCE AND OPERATION OF THE PROPOSED TANK, BEGIN DEMOLITION (PLAN PHASE II AS 1. THE COMMUNITY DEVELOPMENT DEPARTMENT MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION INDICATED ON THE PLANS. REMOVE AND DISPOSE OF EXISTING STORAGE TANK AND BOX AT AN APPROVED DISPOSAL CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO 3. NOTIFY THE ACSA AND COMMUNITY DEVELOPMENT EROSION AND SEDIMENT CONTROL INSPECTORS WHEN INITIAL EROSION SITE DESIGNATED BY THE ACSA. THE FINAL INSPECTION. CONTROL MEASURES ARE IN PLACE. 3. COMPLETE REMAINING EARTHWORK TO SUBGRADE ELEVATIONS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM 4. BEGIN DEMOLITION PHASE I AS SHOWN ON THE PLANS. REMOVE AND DISPOSE OF EXISTING STORAGE TANKS AND BOXES STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA AT AN APPROVED DISPOSAL SITE DESIGNATED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). 4. ONCE SITE IS STABILIZED, PLACE TOPSOIL AND SEED ALL EARTH AREAS PROMPTLY. REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR PREPARATION. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAIN- TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OW APPROVAL BY THE COMMUNITY DEVELOPMENT DEPARTMENT. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION C TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE COMMUNITY DEVE N:\46480- 003 \cadd \Civil \Sheets \46480003 SHT 8.dwg Jun 21, 2010 - 4:59pm REVISIONS 50% SUBMITTAL NOT TO BE USED RE UARDT .AND ASSOCIATES LLP FOR CONSTRUCTION W HITMAN Q Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: z72 -8897 (804) 272 -8700 RICHMOND, VIRGINIA ,w,w,w.,wrallp.coryt SCALE: HORIZ: 1 " =10' VERT•: 1' =5' DATE: MAY 2010 DESIGNED: C.E.L. DRAWN: Y.L.M. CHECKED. D.J.S. PROJECT N0. 46480 -003 ALBEMARLE COUNTY SERVICE AUTHC 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 2291 N0. DATE BY ASHCROFT PUMP AND TANK RECONFIGURATION PUMP STATION NO. 2 MINOR SITE PLAN N:\46480- 003 \cadd \Civil \Sheets \46480003 SHT 8.dwg Jun 21, 2010 - 4:59pm