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HomeMy WebLinkAboutWPO201600019 Plan - VSMP 2016-04-08SHEET NO. 1 OF 20 2 OF 20 3 OF 20 4 OF 20 5 OF 20 6 OF 20 7 OF 20 8 OF 20 9 OF 20 10 OF 20 11 OF 20 12 OF 20 13 OF 20 14 OF 20 15 OF 20 16 OF 20 17 OF 20 18 OF 20 19 OF 20 20 OF 20 DRAWING NO. C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 A B MAR COUNTY VIRGINIA VSMP A rPIGATION'P Ir -IND M1 I AN TITLE COVER SHEET '' �: �' SITE DATA GENERAL NOTES DEVELOPER/APPLICANT: FARMINGTON COUNTRY CLUB 1625 COUNTRY CLUB CIRCLE EARTHWORK NOTES �: �.. CHARLOTTESVILLE, VIRGINIA 22901 VJ �.. ATTN: JOSEPH KRENN EXISTING CONDITION'S AND SOILS SHEET INDEX GRADING, EROSION AND SEDIMENT CONTROL, AND DEMOLITION PLAN • �c�rs ENGINEER: WW ASSOCIATES, INC �� .�•J 3040 AVEMORE SQUARE PLACE GRADING, EROSION AND SEDIMENT CONTROL, AND DEMOLITION PLAN :\ ' �Pp CHARLOTTESVILLE, VA 22911 j:i GRADING, EROSION AND SEDIMENT CONTROL, AND DEMOLITION PLAN ATTN: AVID M. ATTN: DAVID M. JENSEN, P.E. �! � I EMAIL: DJENSEN@WWASSOCIATES.NET GRADING, EROSION AND SEDIMENT CONTROL, AND DEMOLITION PLAN SOURCE OF TITLE:THE GRADING, EROSION AND SEDIMENT CONTROL, AND DEMOLITION PLAN :� PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO FARMINGTON GRADING, EROSION AND SEDIMENT CONTROL, AND DEMOLITION PLANS COUNTRY CLUB, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE OLD j CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1263, PG. 668, AND IS GRADING, EROSION AND SEDIMENT CONTROL, AND DEMOLITION 05 PLAN �WOOp INDICATED AS PART OF TAX MAP PARCEL 60E—(2)-1. GRADING, EROSION AND SEDIMENT CONTROL, AND DEMOLITION PLAN Q SITE250 SOURCE OF BOUNDARY SURVEY: ALBEMARLE COUNTY GIS GRADING, EROSION ,AND SEDIMENT CONTROL, AND DEMOLITION PLAN 29 DATED: 2014 GRADING, EROSION AND SEDIMENT CONTROL, AND DEMOLITION PLAN cq'i'�y SOURCE OF TOPOGRAPHY: ALBEMARLE COUNTY GIS EROSION AND SEDIMENT CONTROL NARRATIVE 25 �p0 IVY RD. ---- DATED: 2007 EROSION AND SEDIMENT CONTROL DETAILS = r s COUNTY, STATE: ALBEMARLE COUNTY, VA STREAM BUFFER MITIGATION PLAN \...� ! MAGISTERIAL DISTRICT: JACK JOUETT DETAILS AND CALCULATIONS BMP ANALYSIS AREA MAP l� RD TAX MAP/PARCEL: TM 60E2-1 VICINITY MAP SCALE: 1 "=2000' ZONING: EXISTING USE: PROPOSED USE: WATER SUPPLY PROTECTION AREA: WATER SHED: RA (ENTRANCE CORRIDOR OVERLAY DISTRICT) GOLF COURSE GOLF COURSE YES IVY CREEK DOTES: 1. THIS PLAN IS FOR GRADING AND EROSION AND SEDIMENT CONTROLS FOR THE EAST NINE GOLF COURSE AND PRACTICE AREA LAYOUTS TO INCLUDE CART PATHS. GOLF COURSE LAYOUT SHOWN IS CONCEPTUAL AND SHALL BE COORDINATED WITH THE OWNER. 2. ALL WASTE AND OR BORROW FROM THIS PROJECT WILL REMAIN ON SITE. THERE WILL NOT BE IMPORT OR EXPORT FROM OFF—SITE LOCATIONS. APPROVED by the Albemarle County Community Development Department 1 ADDRESSED COUNTY COMMENTS RU 7/24/75p 00AM DESiGNEDMJ PROJECT: FARMINGTON COUNTRY CLUB SET REV. N0. 2 ADDRESSED COUNTY COMMENTS; ADDED BMP ANALYSIS AREA SHEET JB 9/8/15 �. 1 4 j ENGINEERS DRAWN BY: EAST NINE IMPROVEMENTS 24 SuxvEvoxs REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: + PLANNERS TITLE. COVER SHEET C-1 3 FINAL SUBMISSION SET RU 9/23/15 Lic. No. ���67 DIHR BY. 4 SITE PLAN AMMENDMENT — REVISED GRADING FOR NEW PRACTICE FACILITY RU 3/18/16 't o", t _ �ASSOCIATES JDB SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. t Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 00;&10 1 Phone: 434.316.6080 Phone: 434.984.2700 O1 ^O +�r�;l� 44 www.NvwaSSociates.net 214045.05 404502C—CS— l.d wg CIVIL H: AS SHOWN 05112115 T L N0, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. N/A ----- 580 / � ��...;: � \ \ \ \ \ -._- ----- �� II DEMO EXISTING 100 STREAM/CART PATH s8 \ BUFFER (TYP.� 1 1 I I --- _-_------' / \\ '�� �- ► �\ \\ \ __--_� �� � i � - 11 1111 - ----- 590 l I \ LIMITS OF / / / .. \ -� O MATCH — — CLEARING AND -GRADIN - \ _ _\ � N E C� g NEW ALIGNMENT \ \ -� \ \ \ o 111 TO SERVICE-#7(MAIN) AND \ \ FESSIONALS TEACHING AREA \\� 8g0 \ \ PRACTICE RANGE DETAIL ON DWG. No. 2 (» --POTENTIAL CRT PARK _ ` \ PRACT E PARK'S \ \ \\W TY ___600 LINE ( P) \\ \ \ NOTE: /17' WIDE RIP RAP,,(' ,I VEGETATION IN PRACTICE RANGE' \ II IS TO BE SELECTNELY CLEARED AD OUTLET STRUCTUf�cE 1 1' r; \ II 1 -I EW_VEGETATION IS 1')I BE PLANTED.\ COORDD NATE WITH OWNER. EXISTING CART PATH 1 - \ \ „�- - \ \ \ TO BE DEMOLISHED_ 00,000 00000I I 00,00 s / \ s RR 11 1 I1 ,;,. "!0-00 :. WIDE BY 20 LONG — \ 1. E�ISTIN 001 ••� e RIP RAP -OUTLET \ G GREENS, SAND TRAPS, CART \f S F J r 11 1 PATHS AND TEE BOXES NO LONGER \ REQUIRED ARE TO BE DEMOLISHED TO STRUCTURE X ---- THE EXTENT NECESSARY \ X X ° AND " R \ \ 580-11-1111111111111111111' S t� 600 � 0 —X � ! � X X X--�� CONTOURS. MARDINATE WITHNOWNER. \ 582 �° \ °- ' RESTROOM \ \ -'- I � � � 582 \ 60 \ S`F \ \ \ 2.�DCI9TING CART PATHS TO BE SE E CALC ON \. 11 I --._6j0 \ \ 4 'I' DEMOLISHED TO THE EXTENT DWG. No. C- -7 \ \ \ \ \ I NECESSARY TO INSTALL IMPROVEMENTS. \ _ �\ \ COORDINATE WITH OWNER. STOCK PILE AREA x I 3. CONTRACTORISHALL FIELD VERIFY _ _ \ COORDINATE LOATION ONS, MATERIALS, DIAMETER AND \ \ D D \ X WITH OWNER. RTS ON 66 _ ` \ ) F _XISTING CULVE576 _ \ s 8 ST2 \ x C FARMINGTON PRIOR TO 578 o o \I I - \ ) I / C �_ CONSTRUCTION. 580 1 I I I 604 \ � / / _� 582 SEE CALI ON \ \ � o o - \ \ DWG. No. C-17 \ I 15 D D o= I -UND E \ / 1 11 I I I INSTALLED WITH EW \ o =� I I 600 — S. \ I I \ \ 6 602 o o Lc 606 I I �� I 04 I \ \ . ANI\ \ \ 0 00 610 612 \ \ o 0 0 ----— D 614— — \ `°',' ` 0P- \1 1 1 �' \ \X616 \ \ Lo _ \» _ — _ — o \ 77..74 L.F. OFA HDPE �I 620 11.28 SLOPE I�1V 90.25 I ---� — DA TO TRAP 1— 2 : 8 ___ . \ \ \ \ \ \ 0 0 ) 630\ � — -- — \` �_ � \ BUILDIPI� HEIGHT X26' \` DAT P— 2 -.7-3 --A, C es \ » \ \ .4 L. OF 15 HDE .. r \C E 0 6..g8n SLOP — 90•�Q'- - \ \ 9, M. GR GR \ 1 1 2 4 NYOPLAST GRAtr OP � ,��...,, ::.. :.. BARD DRAIN ' - r APPRO TE LOCATION OF.. - "� •.,,, ,:.: - � =" ;,F�`y D RAI ;, :�,. ;`` -�8: ;.. TOP -605:8,. 0 — - f \ ®:'- ` \ APPROX ATE LOC 10 �F 24 OPLAST NEW 20� WID CART PATH \ 0 EX. 1 CMP CULVERT OP= 7 INV IN=599.12 \ _ / YARD DRAIN 0 V X. TERRA OTTA CU E T SEE DETAIL DWG. No. C-2 NTRACT R T FIELD VERIFY _ IN--�t1T-599.07.'P \ TOP=628.1 \ \ I IN- 12`4 N PRACTICE CO TRACTOR /FIELD R EX INV IN=6 .17 \ LOCA ION AID MATERIAL VIN 615.5 Tw .;.;.:R LOCA NANDTERRIAL / y L L Ilii/-Q�lT=6 .75' _ \ \ \ i =61 .35 FIFE =5-FACI9200 CO/ORDINATE CONSTRUCTION \ ;:-�....: -? MOUS ISTINC�Ns 0 -___ �- ''--_ -__366. L.F. OF 15"-HDF€ ---_ .3.k..: 1 �� "� - OF NEW CART ---PATH WITH � ' D \ \ '�. f �_ ®2. 4% SLOPE — —RT -PATH -- -__ n:; ' — — — - �%60 --�...._„� SAS - pp � B _�--- IIT �� «'. i % - :/' : EXISTING UTILITIES -, ((Zz �' �1 AS �w r� \\ •.. �, f; 1 .�' „/... .... — / '`fir "� _--. ... 'L...., _.. a _.. .. ..._ ...._ -'�J1 _ i' AP / TAX MAP 60E2, PARCEL 015„.. ,., ;.. may: � � _ n 1 .08 ,, .... p 000m Immom+■ ® m-� --� --r� 0 3115 / TIMOTHY BENTLEY, JR \ \ \ ' �-��, � ___ --- - � -- � ---_ _ ...� _ �Y�-0LBH -NTLEY LIMITS OF — - 24' NYOP / — D.B. 481 , PG. 35� \ � PR VIDE A 2% CRt�SS LOPE � \ ON NE CART PATHS TO ENSURES PO�IV \ _ CLEARING AND Gi � DING \ RO IMA LOCA ON OF YARD DRAIN \ EX. 12» CMP C LVERT_,._--- TOP=60 80 DRAINAGE TO DOWR TREAM AREAS \ \ FAR INGTON DRIVE I 1 CONTRACTOR TO FIELD VERIFY =605.08 — NV r �0 \ 6 \ cINV OUT=603.55 00 1 ADDED YARD DRAINS AND STORM SEWER TO COLLECT OFFSITE DRANAGE RU 7/24/115 ♦� p�t�,�ry DESIGNE• REV. N0. PR C • FARMINGTON COUNTRY CLUB DMJ Ij �. .a 4 © . ' IF THIS DRAWING IS A REDUCTION - ENGINEERS DRAWN BY: EAST NINE IMPROVEMENTS Y`z GRAPHIC SCALE MUST BE USED SURVEYORS REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: + » PLANNERS D�HR BY. TITLE. C-8 3 FINAL SUBMISSION SET RU 9/23/15 + I Lie No ' 677 SCALE: 1 = 30 GRADING, EROSION AND SEDIMENT CONTROL, 4 SITE PLAN AMMENDMENT - REVISED GRADING FOR NEW PRACTICE FACILITY RU 3/18/16 VO,4 -1� �' AsSOCIATES JDB AND DEMOLITION PLAN Z 1 v PO Box 4119 3040 Avemore Square P1. SHEET NUMBER: Lynchburg, VA 24502 Charlottesvillc,VAL911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SSIGNAL '�R Phone: 434.31E.6080 Phone: 434.984.2700 /�1W H: I” = 30' 8 O f 20 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE "�'i����1'� 30' 0 30 www.wwassociates.net 214045.05 404502C_SP-3.dwq INY�L V. N A 05/12/15