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HomeMy WebLinkAboutSDP201100038 Plan - Approved 2011-08-01© GNMM AND PARKERP.Q 2009 0 a a) U a N T 0 N LL0 N m 7 RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER (RLD) FOR THIS PROJECT SHALL BE THE ENGINEER OF RECORD, JOHN D. RENO, DURING THE PROCESS OF DESIGN, REVIEW AND APPROVAL. PRIOR TO LAND DISTURBANCE, THE CONTRACTOR SHALL NAME A QUALIFIED INDIVIDUAL AS THE RESPONSIBLE LAND DISTURBER FOR THIS PROJECT. Stormwater Runoff Stormwater for Phase 1 of the project will flow via graded swales into a Bioretention filter located at the lower end of the parking lot. This BMP will provide quantity and quality mitigation for the Phase 1 parking lot. this BMP will be removed once Phase 2 construction begins. NOTE NEW MAIN STREET PROJECT WILL BE COMPLETED PRIOR TO CONSTRUCTION OF THIS PROJECT. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING &L ENGINEER -712 INSPECTIONS ARB i DEPARTMENT OF FIRE RESCU ',lc c` ALBEMARLE COUNTY SERVICE MT14ORITY QA, %4111 l VIRGINIA DEPARTMENT OF TRANSPORTATIO001� o i '/11 HEALTH DEPARTMENT t4l-A - s/1 111 1AIA -) '077 -Aril l Y 11 d' ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE 1 " =1 MILE GENERAL NOTES BAR ANS GAP ®� N L 4 m 240 CROZET THREE N SITE VICINITY MAIP SCALE 1"=1000' RDI 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES THAT OCCUR BY HIS /HER FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS HE /SHE SHALL NOTIFY THE ENGINEER /OWNER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THIE CONTINUANCE OF SERVICE. 2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER /OWNER. WORK DONE BY THE CONTRACTOR WITHOUT DIRECTION AFTER HIS /HER DISCOVERY OF SUCH INCONSISTENCIES, DISCREPANCIES OR AMBIGUITIES, SHALL BE DONE AT CONTRACTOR'S RISK. 3. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. CONSTRUCTION OF SANITARY SEWER AND WATER SERVICES SHALL CONFORM TO ALL REQUIREMENTS OF ALBEMARLE COUNTY WATER AND SEWER STANDARD DETAILS AND SPECIFICATIONS AND TO ALL REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF HEALTH AND VIRGINIA WATERWORKS REGULATIONS. 4. ALL FINISHED GRADING, SEEDING, SODDING, OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDIE THE PONDING OF WATER ON THE SITE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS BEFORE ANY CONSTRUCTION BEGINS. CONTRACTOR SHALL NOTIFY MISS UTILITY (800) 552 -7001 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL, TELEPHONE, AND CATV SERVICES. 6. ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS WOOD, ROOTS, ROCKS OR BOULDERS OF UNACCEPTABLE SIZE, OR ANY OTHER NONCOMPACTING SOIL MATERIAL. 7. A PERMIT MUST BE SECURED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION BEFORE ANY WORK IS PERFORMED IN STATE RIGHT -OF -WAY. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND /OR OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC RIGHT -OF -WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO CLEAN STREETS AND TO ALLAY DUST AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE ROAD IS MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES DURING CONSTRUCTION. 9. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 10. CONTRACTOR SHALL RELOCATE EXISTING ABOVE - GROUND OR UNDERGROUND UTILITIES REQUIRED TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE RELOCATION OF SERVICE, REMOVAL, AND RE-INSTALLATION OF ALL UTILITIES WITH APPROPRIATE UTILITY OWNER. 11. PROOF OF ISSUANCE OF ALL REQUIRED FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PERMITS MUST BE PROVIDED TO THE PLANNING DEPARTMENT PRIOR TO APPROVAL OF SITE PLAN. 12. CONTROLLED FILLS AND SUBGRADES SHALL BE COMPACTED AS SPECIFIED BY THE GEOTECHNICAL REPORT PREPARED FOR THIS SITE. AS A MINIMUM, COMPACTION TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD "A" PIER STANDARD PROCTOR AASHTO T -99, ASTM D698, OR VTM -1 AS APPLICABLE FOR THESE AREAS. DENSITY SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER AND THE RESULTS SUBMITTED TO THE ENGINEER PRIOR TO PAVEMENT CONSTRUCTION. 13. ALL BASE, SUBBASE AND SUBGRADE MATERIAL SHALL BE COMPACTED AT OPTIMUM CONTENT, WITHIN A TOLERANCE OF f2% OF OPTIMUM. 14. THIS ENTIRE SITE WILL BE DEDICATED FOR PUBLIC USE. 14. NO UTILITY EASEMENTS HAVE BEEN SHOWN TO EXIST ACROSS THE SUBJECT PARCELS FOR THIS SITE, BASED ON THE INFORMATION PROVIDED TO PHR +A. 15. THIS SITE IS LOCATED WITHIN THE WATERSHED FOR THE SOUTH FORK RIVANNA RIVER RESERVOIR. 16. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A VIRGINIA STORMWATER MANAGEMENT PERMIT FOR LAND DISTURBING ACTIVITIES AT THE SITE. THIS EFFORT MUST INCLUDE THE PREPARATION OF A STORMWATER POLLUTION FPREVENTION PLAN BY THE CONTRACTOR. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION- NOTES -FOR SITE PLANS 1. PRIOR TO 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 (VDOT). THIS PLAN AS DRAWN MAY NOT 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 VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED 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 FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY 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 VIRGINIA 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 MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SHEET INDEX C -1.1 CIVIL COVER SHEET C -1.2 EXISTING CONDITIONS C -2.1 INITIAL EROSION AND SEDIMENT CONTROL PLAN C -2.2 EROSION AND SEDIMENT CONTROL PLAN PHASE I CONSTRUCTION C -2.3 EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS C -3.1 ON -SITE DEMOLITION PLAN C -4.0 PHASE I SITE, LANDSCAPE & GRADING PLAN C -5.1 PROFILES C -6.1 TYPICAL CONSTRUCTION DETAILS E -1.0 ELECTRICAL SITE PLAN E -1.1 ELECTRICAL SITE PLAN PROPERTY INFORMATION NAME OF DEVELOPMENT CROZET LIBRARY NAME OF OWNER /DEVELOPER: COUNTY OF ALBEMARLE OWNER/DEVELOPER ADDRESS: 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PLAN PREPARER: JOHN D. RENO, PATTON HARRIS RUST & ASSOCIATES PLAN PREPARER ADDRESS: 58 KENMORE STREET HARRISONBURG VA 22801 Q > N N O N C N R O A TAX MAP AND PARCEL NUMBER: 56A2 -01 -18 (1.414 Ac.) M GISTERI L DI TRI T: WHITE H LL O D A R ,V BUILDING SETBACKS: (AS REQUIRED BY CODE) FRONT: MIN. 1 FOOT; MAX. 10 FEET SIDE: MIN. 0 FEET; MAX. 20 FEET REAR: MIN. 0 FEET PARKING SETBACKS: FRONT: MIN. 10 FEET SIDE: MIN. 0 FEET REAR: MIN. 0 FEET PARKING REQUIRED: N/A PARKING PROVIDED: 52 SPACES BUILDING HEIGHT: N/A BUILDING FOOTAGE: N/A PROPOSED USE: PARKING LOT FLOODPLAIN INFORMATION: ZONE X OUTSIDE OF FLOODPLAIN OPEN SPACE: 0.84 ACRES 59.5% OF SITE MAXIMUM IMPERVIOUS COVER': 0.57 ACRES 40.5% OF SITE MAXIMUM PAVED PARKING AREA: 8,820 SQ. FT. MAXIMUM PAVED VEHICULAR CIRCULATION AREA: 15,568 SQ. FT. MAXIMUM NUMBER OF EMPLOYEES: N/A WATERSHED: LICKINGHOLE CREEK N � G1 v Q) � s •- U V � ° Q p N a) co W Q N O � N Q > N N O N C C14 04 J Q) rn O O O 7 4 4 ,r E C It It a) N Q) O O Y i tom() `7 C 2 I- LL N L 0 L T R a) _ + a IL w OF O���Q,LTH .......INN to � f "IIJOHN y D. RENO Lic. No. 32989 7/19/11 ssIONAL 0 OD LO 0 0 O OLO ir N O rl*- O > 00) �n 00 w m- C DO Ln 0 0) � .J 0M X �ILL. as xt 0 0 M IL GP# 20626 PHRA# 15936 -1 -0 W O_ U � Z �- n'- ,- w z r) C/) Q � � Cy", m DATE DESCRIPTION 05.08.2011 BID DOCUMENTS 06.28.2011 COUNTY COMMENT i 07.19.2011 COUNTY COMMENT A9 U uL 0 d O F_ 'S 0 rn M N N 0 N rn 3 U) O O U) c m a CD c w 0 M a) LO r U N O ^L LL © GF11I€11 A%I) PARIGRP.Q, 2009 i F(. FNn �, C� .,»_.:;»» ............... „ j ' L11 cr ,x� R SEME ��� i € � � �� \� �� » � » »... A\ NOTES: ..gyp,. {� 7 . O �i ,�j ; fi w �S� O�PO 12 s `1,:�,QNDERGROUND UTILITY SHOWN HEREON AS MARkED BY MISS UTILITY, TICKET NO. # i € a # \ P� G 2 A8M0'1 -603. � w G ,ter AP DTERIAN Z TABOR P 6, o �� �� 2. BOUNDiARY �1OT�NTS SHOWN-ARE -8`ASED ON A CURRENT FIELD SURVEY BY THIS �O t � OOLi CO / I H P � G ' ' FIRM (P'HR +A). BOUNf�ARY LINES SHOWN ARE BASED ON DEEDS AND PLATS OF OH W Y¢ ''13 �\ SB ,1 RECORD) IN THE CLERK'S OFFICE OF THE COUNTY OF ALBEMARLE, VIRGINIA. » ............. E S p » . PROPE TY SHOW n 6 P2 3 FR N HEREON AS TM 56A2 -01 -19 & TM 56A2- 01 -19A WAS � L� CONSOLIDATED INTO ONE PARCEL BY DEED DATED NOVEMBER 29, 1956 AND RECORDED ' .........A IN DB. 328, PG. 579 IN THE CLERK'S OFFICE OF THE COUNTY OF ALBEMARLE, CC Q /'` �` og, Ro CV � VIRGINIA. IT IS CURRENTLY LISTED AS TWO PARCELS BY COUNTY TAX RECORDS. LOG�� iN-, 84' 62 P� - - G G�Q rq• ` ^`N i O\�`� P 4. THIS IS NOT A BOUNDARY SURVEY. TITLE REPORT FURNISHED FOR TM# 56A2 01 19 Oti�i RIM,6 S• 2 \ Q0 `\ \`� TM# 56A2-01-19A E CORPORATION POLICY _ S•$ G - - ., ».......... O CJ 2 ,DATE JUNE 2 2006. NO TITLE REPORT FOR 56A 01 18 0 \t V � G � € � `�,'� , #H92 4356 2 D J 8 M 2 iN,6 7.�•�;J -`OV`€ PROVIDEED. } T 8 N } �N OV O0 G 5. BOUNDARY SURVEY OF RECORD OF TM PARCEL 56A2 -1 -18 BY THE ENGINEERING ENV- Z0N Q GROUPIE, INC. DATED NOVEMBER 27, 2006 DEPICTS AN UNRESOLVED AREA OF "UNCERTAIN OWNERSHIP" ALONG THE SOUTHERN BOUNDARY OF SAID PARCEL. f,g 6. BASIS OF DATUM: NAD83(CORS96) / NAVD88(GEOID03) SPC 4502 VA S 7 SOURCIE OF TOPOGRAPHY AND SURVEY PHR +A FIELD SURVEY CONDUCTED ON 7/22/08. LIBRARY AVENUE DESIGN BY KIMLEY HORN AND VISUALLY VERIFIED BY 1 �0 O�j • P Cj • HR +A 5/4/11. D g , �,w 36 A 8. BEARINIGS SHOWN ARE FROM DEEDS OF RECORD, NOT STATE PLANE COORDINATES. "# J 9. PROPERTY BOUNDARY SHOWN HERE FROM BOUNDARY ADJUSTMENT PLAT PREPARED :r BY fl B. LINCOLN LAND 5URVEYOR, mc GRAPHIC SCALE 20 p 10 20 40 so ( IN FEET ) I inch = 20 ft. N N d U a+ N — U •V i 0< o N a) w Q_ N N p Q) N Q70 +`+� N c: N N N �iSJ N �O O O � d �t N C o 7 C Y 8 C lf) Lo _p L S H LL. H •— vi L L- L T m 7 + (n 0 � ++ N i+ C IL Ld dw GP# 20626 PHRA# 15936 -1-0 f— W 9 JOHN D. RENO Lic. No. 32989 0,�� O 7/19/11 ssjONAL'OTPA s U 0 0 F— Z 0 V) C) t ._ 0 U) Z V_ Y IX N N T_ CA M Q MO O > Lr) Cf) c� M ° c o0 Lf) a� a� rll_ U W 0 0 €n m Ln o W -cc LO do ESCRIPTION KD ID D OCUMENTS Q) OUNTY COMMENT I— OUNTY COMMENT 2 '��'+�r �►"'V Lam` GP# 20626 PHRA# 15936 -1-0 C -1.2 f— W t�J O U F— Z O U U) Z z � � W U o W m W -cc ESCRIPTION KD ID D OCUMENTS OUNTY COMMENT OUNTY COMMENT 2 C -1.2 © ORW AND PARKERAQ 2008 r# �1 �4RTER .� 7- c LL a c a C\ C\ 6. r c c c: Or LL c C a 0 c w 0 'm U N O l EROSION AND SEDIMENT CONTROL LEGEND TEMPORARY STONE C 3.02 CONSTRUCTION C ENTRANCE 3.05 SILT FENCE F X X— 3.07 INLET PROTECTION I P @:] 3.09 TEMPORARY D D DIVERSION DIKE 3.13 SEDIMENT TRAP ST 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING 3.38 TREE PRESERVATION AND PROTECTION 3.39 DUST CONTROL U TS PS MU TP DC sm NOTES: 1. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS SHEET ARE TO BE INSTALLED PRIOR TO CONSTRUCTION 2. NOTE: THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY! 3. LANDSCAPING THAT MEETS THE ENTRANCE 'CORRIDOR GUIDELINES AND MEETS ARB APPROVAL WILL BE ADDED IF THE SEDIMENT TRAP REMAINS IN PLACE LONGER THAN 1 YEAR. a t a a a t i t a a It , a s , r� U 4 ' U t 1 ' DD 0) � Fw��O,,) rol En) i � s '� 4 � e p 4` ff 4 � a LIMITS OF DISTURBANCE U) d U t0 c- L) 0Q O y 0) 00 y o N Q _ � N C W O N 04 04 �tS J O O O O tt '-d- w.. E -0 M Pr) It r! U) 0) N U) O O C Y t1) to C tii z F- LL U) to I. L 0 + O L Q) }r C IL .L aw r vr, 9. JOHN D. RENO Lic. No. 32989 ot� 7/19/11 oNAL 0 0 CD 0 � e F-- s"'"t 0 w U) 0 to 0 O 0� cr N 0� a j orn 00 -- o 0 I\ LL M (n (— LL. (V w 00 Ll- � � z 0 0 do D CN m� 4) a N W � ... rl_ Ilia > i n, ea <a 4- -- _ ---_ GP# 20626 PHRA# 15936 -1 -0 z Q 0 F-- z w © U � LL w � � z D v J _ rl_ n, n 'Q J L�J � [L Q z °D m w Q DATE DESCRIPTION 05.08.2011 BID DOCUMENTS 06.28.2011 COUNTY COMMENT 1 07.19.2011 COUNTY COMMENT 9 GRAPHIC SCALE 20 0 10 20 40 80 t_ ( IN FEET ) n 1 inch = 20 ft !� © GRIM AND PARKER.P.C. 2009 - - .,.. - --� -� . M U LL 0 A 1 0 a E` N N 0 N m I- 6 U) w O N U cn c a c W O m co !A LO U N 2 d d n A I I.." f Y7 0 U P G1 U / � / S f P e: "+ ) Lz, I Z / / : . . f �� i 0 0 N Q N 1 N U . N a U N U) Q N B r ; O N c: N N } a J N O) O O � E -n n f PO I + ui r c d- � 4 N } C Y N d' _..f, . ? LO Ui tY � _ �,- a :'E o_ 1. s "�) N vi I ", '" L O £ T € } # } � f > £ i I g � —� £ ## vi 0 i € G. w �� 1 14 '-��,---' - . I € � \ - £ ) t \ t # „0 £ ` f t s � : i 3 p } yi w j # # f , I'll } £ £ / £ a f # / # t .. } / S : �' E . f } /� € I .$ � , 4 / # j: / # f..:. 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I 1 % e { `.... t ''k 1{ . .: F `� " 4iL� ¢: �"�, '? , . • ' i o to \ € `t1 .'.,, l° �% a f I- *.� % } I� k ��' % � \ � \ € 1 N, �" I � � d EROSION AND SEDIMENT CONTROL LEGEND /17 11 �' € S 1 O \ 11 \ $ \ �A p �. ! ��1, { '% � ` TFAAPl�RARY �T(1NF € [� IE I rte.? a } 9..f s,. •. } # . . . €. € € € . € € i '' ` } I : i k ,,, , 11 E € E E @ , GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS R 0 S I 0 N AND SEDIMENT CONTROL "', 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM 1 E A S U R E S SHOWN O N THIS SHEET ARE DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL . MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A O B E INSTALLED DURING PHASE I GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 0 N S TR U C TI 0 N 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE ' CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND NOTE: THIS SHEET FOR EROSION AND CONTROL INSPECTOR. S BEEN OBTAINED FROM THE COUNTY EROSION INSPECTOR SEDIMENT CONTROL PURPOSES ONLY! NOTE: OFFSITE IMPROVEMENTS TO CROZET AVENUE AND NORTH MAIN STREET (N.I.C.) HAVE BEEN SHOWN ON THIS SHEET FOR REFERENCE. LIMITS OF DISTURBANCE s / , Z � .�� 11 W U = N - (SF x X- [--�° z cr) C—..-) I z * � Q �P � o o Z ® D C� 11I ck--1 C/-) CD -->- W � D C:) U-) ST z o uiw CD � v IsT5 O '`Z I III �- Q I r-V, :� Q I,I P S Ps m m I Q M U DATE DESCRIPTION 05.08.2011 BID DOCUMENTS V D 06.28.2011 COUNTY COMMENT 1 TP Z 07.19.2011 COUNTY COMMENT 2 ] (0- -----&- ---- i ---- GRAPHIC SCALE 10 20 40 ( IN FEET ) I inch = 20 f1~ � �`\ C -2.2 _._ _._ ... . .......... ©GR MM AND PARXMP.C. 2009 EROSION AND SEDIMENT CONTROL NARRATIVE Project Description The intent of this plan is to prevent accelerated soil erosion and sedimentation resulting from the construction of the Library Avenue Parking Lot (Crozet). This project will consist of the construction of a parking lot at the southeast corner of the intersection of the existing Crozet Avenue and the recently completed Library Avenue. Approximately 2 acres of land will be disturbed. Existing Site Conditions The site consists of 2 acres of rolling terrain with grades varying between 5 and 15 percent. It slopes generally to the west, toward Crozet Avenue. There are a number of trees on the site. For the most part, all structures and trees on site will be demolished to make way for the new construction, Adjacent Property The site is bordered on the south by a residential property and by the Tobor Street Church. To the east it is bordered by a vacant lot that is owned by the Church. To the north, it is bordered by a laundromat. To the west, it is bordered by Crozet Avenue. Critical Erosion Areas There are no critical erosion areas on the site. Off -Site Areas There will be some off -site grading on the Tabor Street Church properties along the south and east borders of the site. Soils slopes. I Braddock Loam 2 to 7 percent are most P project site P The soils on the prof y This soil type drains well, with loam at depths of 0 to 8 inches and clay at depths of 8 to 79 inches. A small portion of the site at the northwest corner is composed of loamy udorthents. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control, Handbook, 1992 edition. 1. Temporary Stone Construction Entrance - 3.02 A temporary stone construction entrance shall be constructed a indicated on s the plans. If this measure becomes covered with soil or pushed into the soil by construction traffic, it shall be replaced with a depth of stone equal to the original application. The construction entrance shall be constructed prior to beginning any other work. A washrack shall be installed in conjunction with the stone entrance to allow washdown of construction vehicles and equipment prior to entering paved roadways. 2. Silt Fence - 3.05 A temporary silt fence sediment barrier shall be constructed of posts and filter fabric to intercept and detain sediment from sheet and rill erosion. Silt fence shall be installed as indicated on plans prior to any upslope land disturbance taking place. 3. Storm Drain Inlet Protection - 3.07 Storm drain inlet protection shall be installed at all drop inlets as shown on the plans to prevent sediment from entering storm drainage systems. Install inlet protection at existing inlets prior to any upslope land disturbance taking place and at new inlets immediately following installation of the inlet. 4. Temporary Diversion Dike Diversion dikes are ridges of compacted soil that shall be used to direct sediment -laden runoff on the site to the sediment trap during the construction phase. 5. Temporary Sediment Trap - 3.13 A temporary sediment trap shall be constructed on the site. The sediment trap temporarily holds runoff allowing sediment time to drop out. The sediment -trap shall be constructed before any upland disturbance. 6. Temporary Seeding - 3.31 Temporary seeding shall be applied within 7 days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Selection of temporary seeding shall be in accordance with Table 3.31C of the Virginia Erosion and Sediment Control Handbook, 1992 Edition, for the appropriate season. Temporary seeding shall be fertilized and mulched in accordance with Table 3.31C of the Virginia Erosion and Sediment Control Handbook, 1992 Edition. 7. Permanent Seeding - 3.32 Establishment of perennial vegetative cover by planting seed on rough-graded areas that will not be brought to final grade for a year or more or where permanent, long lived vegetative cover is needed on fine - graded areas. Seeding schedule is for residential and non -golf course areas. Architect will be responsible for golf course seeding schedule. 8. Mulching - 3.35 Mulching shall be provided for stabilization of the site and to promote plant growth. It should be applied to all seeding and sodding applications. 9. Tree Preservation and Protection - 3.38 Protect trees from mechanical and other injury during Land disturbance and construction activity. 10. Dust control - 3.39 Reducing the surface and air movement of dust during land disturbance, demolition or construction activities. Management Strategies General construction notes for Erosion and Sediment Control plans 1. Construction shall be sequenced so that grading operations can begin and end as 1. The plan approving authority must be notified one week prior to the pre- construction quickly as possible. 19. conference, one week prior to the commencement of land disturbing activity, and one stabilization to areas that may not be at final grade but will remain dormant for JOHN D. RENO week prior to the final inspection. 2. All soil stockpiles shall be stabilized or protected with sediment trapping 2. All erosion and sediment control measures will be constructed and maintained according measures. Stabilization measures shall be applied to earthen structures to minimum standards and specifications of the Virginia Erosion and Sediment Control immediately after installation. tZ Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control 1. In general, all erosion and sediment control measures shall be checked weekly 20. Regulations. 3. Sediment barriers and all other measures intended to trap sediment onsite must 3. All erosion and sediment control measures are to be placed prior to or as the first be constructed as a first step in grading and be made functional before any 21. step in clearing. upslope land disturbance takes place. 4. A copy of the approved erosion and sediment control plan shall be maintained on the 2. All seeded areas shall be checked regularly to see that a good stand is 22. site at all times. 4. Immediately following grading on the site and installation of utilities, place gravel 5. Prior to commencing land disturbing activities in areas other than indicated on these base on the limits of paved areas. Then permanently stabilize the remainder of to m� Cv DO plans (including, but not limited to, off -site borrow or waste areas), the contractor the site with vegetal cover. All unpaved disturbed areas shall be mulched, limed, shall submit a supplementary erosion control plan to the owner for review and approval fertilized and seeded within 7 days after final grade is reached or within 7 days by the plan approving authority. if the area is to be left in a rough grade condition for more than 30 days. 6. The contractor is responsible for installation of any additional erosion control measures administrator. Trapped sediment and other disturbed soil areas resulting from the a necessary to prevent erosion and sedimentation as determined by the plan approving 5. Cut & Fill slopes shall be constructed in a manner that will minimize erosion. authority. Slopes that are found to be eroding excessively with one year of permanent 7. All disturbed areas are to drain to approved sediment control measures at all times stabilization shall be provided with additional slope stabilizing measures until the during land disturbing activities and during site development until final stabilization is problem is corrected. achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 6. All storm sewer inlets that are made operable during construction shall be 9. The contractor shall inspect all erosion control measures periodically and after each protected so that sediment cannot enter the conveyance system. runoffproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately.' 7. The construction of underground storm sewer, sanitary sewer and water service 10. All fill material to be taken from an approved, designated borrow area. lines shall be subject to the following criteria: 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. A. No more than 500 linear feet of trench is to be opened at one time. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning B. Where consistent with safety and space considerations, excavated material is Ordinance section 5.1.28. to be placed on the uphill side of trenches. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code C. Effluent from dewatering operations shall be filtered or passed through an of Albemarle. approved sediment trapping device, or both, and discharged in a manner that 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited does not adversely affect flowing streams, drainage systems or off site to the hours of 7:00am to 9:00pm. property. ro Y . 15. activit shall be conducted in a safe manner than maintains lateral rr w fill or waste Y Borrow, is Erosion the Virginia D. Restabilization shall be accomplished in accordance with g der to minimize an hazard to persons, physical damage to adjacent land support, or or J pp Y P P Y 9 and Sediment Control Handbook. W and improvements, and damage to any public street because o slides, sinking, or E. Contractor shall comply with applicable safety regulations. collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to 8. The Contractor shall be responsible for the installation and maintenance of all permanent stormwater management facilities where applicable all erosion control erosion and sediment control practices. measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. Permanent Stabilization 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at W 75 Ibs /acre, and in the months of September to February to consist a 50/50 mix of All areas not otherwise covered shall be stabilized with permanent seeding Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, immediately following finish grading. For seedbed preparation, lime and fertilize mom or May through August to consist of German Millet. Straw mulch is to be applied at according to soil test. Compacted, crusted or hardened soils shall be loosened by 80lbs /100sf. Alternatives are subject to approved by the County erosion control disking, raking, harrowing or other means. Evenly apply with h d ro seeder. Seeding inspector. mixtures, rates and dates shall be in accordance with Std. and Spec. 3.32 of the 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Virginia Erosion and Sediment Control Handbook, 1992 edition. Immediately after DESCRIPTION Agricultural grade limestone shall be applied at 90lbs /1000sf, incorporated into the top seeding is completed, all areas shall be mulched. Use straw at the rate of 2 tons 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a per acre and anchor. Other: mulch materials may be used in accordance with the COUNTY COMMENT 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 1801bs /acre and consist Virginia Erosion and Sediment Control Handbook, 1992 edition. of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. ENTRANCE STONE CONSTRUCTION 70' MIN. EXISTING PAVEMENT FILTER CLOTH 6" MIN. A MOUNTABLE BERM - ."- i- .. -.. -.. . �t�t�t���C�f• �f�f. f�t�t���t�t .t�f•��.t�t�� ♦t�t�f•�, SIDE • EXISTING GROUND B WASHRACK 10' MIN. • 10, MI _ - - - �I=•1:•1:�i •1:•1:•1:•1:•1.' .••:• u�:� •�. EXISTING I PAVEMENT VDOT #1 COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST EXTEND OF INGRESS AND EGRESS OPERATION FILTER CLOTH . .o 0 0 0 0 • '.o.00000 SECTION • REINFORCED CONCRETE �'`� �1 -y-�i ��i'- Y- �r`��.ti ��- Y'�i��'►i'rti- �i� -y-�i ��'ti T�'�J Io �o Y 'DRAIN SECTION • Permanent soil stabilization must be applied to denuded areas within 7 days after 'aH of Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approved by SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSVIC final grade is reached on any portion of the site. Also apply permanent soil 19. the County erosion control inspector. Maintenance: All measures are to be inspected weekly and after each rainfall. Any stabilization to areas that may not be at final grade but will remain dormant for JOHN D. RENO damage or clogging to structural measures is to be repair immediately. Silt traps are longer than one year. to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded Maintenance areas are to be re- seeded when necessary to achieve a good stand of grass. Silt W LQ tZ fence and diversion dykes which are collecting sediment to half their height must be 1. In general, all erosion and sediment control measures shall be checked weekly 20. cleaned and repaired immediately. All temporary erosion and sediment control measures are to be removed within 30 days in 24 hours after ever rainfall event 0.5 inches or greater. and and with y 9 Damaged or non - functioning measures shall be replaced or repaired immediately of final site stabilization, when measures are no longer needed, subject to approval by in accordance with the guidelines set forth in the Virginia Erosion and Sediment 21. the Count erosion control inspector. Y P This plan shall be void if the owner does not obtain a permit within 1 year of the date Control Handbook, 1992 edition. CD of approval. (Water Protection Ordinance section 17- 204G.) 2. All seeded areas shall be checked regularly to see that a good stand is 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months maintained. Areas should be fertilized and reseeded as necessary. after the date the land disturbing activity commenced. (Water Protection Ordinance to m� Cv DO section 17 -2076) 3. All temporary erosion and sediment control measures shall be disposed of within U.) _J �o V4 U) 2 H� 30 days after final site stabilization is achieved or after the temporary measures are no longer needed, unless otherwise authorized by the local program 1992 3,32, administrator. Trapped sediment and other disturbed soil areas resulting from the a 1992 3.35 ' d th b Ln 0 disposition Of temporary measures shall be permanently stabilize per e a ove guidelines to deter further erosion and sedimentation. Stormwater Runoff Stormwater from the site will drain into a bioretention filter then into an existing storm sewer system. This bioretention filter is designed to provide water quality mitigation as well as provide detention for the increased runoff from the newly created parking lot. Pre - construction Conference The contractor shall attend a pre- construction conference with the engineer and Albemarle County representatives before any land disturbance takes place. Construction Sequence 1. Remove silt fence along eastern property boundary. 2. Install silt fence along western property boundary. 3. Install construction entrance. 4. Remove trees and other facilities as shown on the demolition plan. 5. Grade sediment trap and outlet. Install diversion dike to trap. 6. Grade site as shown on the Phase I plans. Provide stabilization measures (seeding and mulching) as required. 7. Install storm drainage structures and piping. Provide inlet protection as shown. 8. Install Phase I parking lot. 9. Only when Phase I construction activities have ceased and site is adequately stabilized may the removal of temporary erosion and sediment control features (construction entrance, silt fence, diversion dike, sediment trap, and inlet protection) commence. 8. Reinstall measures that were removed after completion of Phase I construction. 9. Begin building construction and installation of hardscape features. Sediment trap and diversion dike to remain in use as long as practical. Source: Va. DSWC' r 10. Only when Phase II construction activities have ceased and site is adequately stabilized may the removal of temporary erosion and sediment control features (construction entrance, silt fence, diversion dike, sediment trap, and inlet protection) commence. TP TREE PROTECTION NOTE: TREE PROTECTION FENCING SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION FENCE MATERIAL MAY BE 14 GAUGE WELDED WIRE OR PLASTIC MAXIMUM DISTANCE BETWEEN POSTS 6 FT FOR PLASTIC 10 FT. FOR WELDED WIRE n Im POST SHOULD BE A MINIMUM 6 FT. LONG STEEL "T" STAKE N F- U_ GRAVEL AND WIRE MESH I P DROP INLET SEDIMENT FILTER 18' MIN. RUNOFF WATER WITH SEDIMENT JJ gv r>ri�! ^rte s iii!' ='� � %► :IIII� "'''I�IIIIII� SEDIMENT FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. # GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC IP FILTER / r GRAVEL FILTER « 12' RUNOFF WATER WIRE MESH FILTERED WATER I T SEDIMENT A i CONCRETE GUTTER CURB INLET SOURCE: VA. DSWC SPECIFIC APPLICATION PLATE 3.07- Plate 3.02 -1 TS TABLE .3.31 -B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Fiats Planting Dates. Species (lbs. ` acre Sept. 1 Feb. 15 50/513 Mix of Annual Ryegrass ("Huzn multi- fl'orurn) 50-100 Cereal. (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 A~i nual Ryegrass 60- 100 CUR= multi- florum) May 1- Aug 31 German Millet 50 (Setana italica) Source: Va. DSWC S DCONS TR IUCTION OF A SILT FENCE ( WITH WIRE S UPPOR T 1. SET POSTS AND EXCAVATE .A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG TIRE LINE OF POSTS. fi " -- ��11 II I FLOW III L III = 4' 3. ATTACH THE FILTER FABRIC; TO THE WIRE FENCE AND EXTEND IT IN1r0 THE TRENCH. - FLOW - -III - EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC III III I• II IIII •:•_ '.t ,...,� 7 I 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. (III Ilia SOURCE: Adapted from Intel ation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05 -1 Mavood 1992 3.13 TEMPORARY SEDIMENT TRAP SPILLWAY ELEV. O. -704.0 e • ORIGINAL GROUND STONE INVERT 67 CU. YD./ACRE C ..,. FILTER CLOTH COURSE AGGREGATE" ORIGINAL GROUND CROSS • OF OUTLET DIVERSION DIKE tip / FILTER CLOTH EXCAVATED COARSE AGGREGATE AREA----, * *COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5. CROSS SECTION OF OUTLET SOURCE: VA. DSWC PLATE 3.13 -2 TEMPORARY DIVERSION DIKE DD Compacted Soil 118" min. --Flow 4.5' min. SOURCE: VA. DSWC d U 1 •- U V i oa o N a� 00 N Q N N p � Q n j N C N 0 N aiS0 0600 E��� rn� �0Cr6 7 c Y � C5 o C: Ln 0 O to = F- LL an N fn •L L L T _ D + cn C vi ro L dw GP# 20626 PHRA# 15936 -1 -0 'aH of � r 9 JOHN D. RENO Lic. No. 32989 7/19/11 1�w ssJONAL W LQ tZ W 0 Ln 0 CD Oh ir N N 0M Q �0 >LO to m� Cv DO U.) _J �o V4 U) 2 H� 0 LO a C) Ln 0 4. 4� LL M QR W-W 0 GP# 20626 PHRA# 15936 -1 -0 PLATE 3.09 -1 C`T C -2.31 tZ W CD O r Q C./-) f2 I L I U z •c[ W W m mom DATE DESCRIPTION 05.08.2011 BID DOCUMENTS 06.28.2011 COUNTY COMMENT 07.19.2011 COUNTY COMMENT 2 PLATE 3.09 -1 C`T C -2.31 © GRIMM AND PAR<W.G 2009 ON -SITE DEMOLITION PLAN NOTES 1� .: : , .. .:.:. .... ....... .....: .:..R.. ...... ... ..i. .. .: ::: .,,.t 'h OAK €' ;` •.,• ........................... 38 OAK 0 r 4" OAK 2 42 OAK BA S �F . f : F L)�01 WIRE L' 5-- GP# 20626 PHRA# 15936 -1 -0 Vr d U a+ N W t0 � U •� L C N 7/19/11 �w �ssIONAL O 0 Q N U N N.N Q j N C J V) O N 04 04 N 0) O O F M O Z 4 4 -0 P-) r) Hui E C L0 � U LO _ U. HJ Z N L T 0 ( > Q) 1 Ckl-0, + V) X N N O C) M Z 0 � N 0 O Q10! � N m� c y.+ C O LO 4) r*- IL w Ld ul � (!?2 GP# 20626 PHRA# 15936 -1 -0 Vr W JOHN D. RENO Lic. No. 32989 o� N 7/19/11 �w �ssIONAL E��� u) F M 0) CO U Lr L0 0. Z N 0 ( > 0 gib' Ckl-0, ul � X N N O C) M Z C Q >W� 0 O Q10! _ � m� c rri W) O� O LO 4) r*- I— .Fir— ul � (!?2 x 1�Li 0 � VO Ln 0 � 0(D 4. W m z m m 1 t DESCRIPTION 05.08.2011 �IJ 06.28.2011 COUNTY COMMENT 07.19.2011 COUNTY COMMENT 2 C GP# 20626 PHRA# 15936 -1 -0 GRAPHIC SCALE 20 0 10 20 40 80 -3.1 r7l K-- I =A C ( IN FEET) /J 1 inch = 20 ft. © GRW MID PARKIMP.C. 7 W N U I— Z O Ckl-0, Z _ � O �-�- I— .Fir— Z � Q z m m DATE DESCRIPTION 05.08.2011 BID DOCUMENTS 06.28.2011 COUNTY COMMENT 07.19.2011 COUNTY COMMENT 2 GRAPHIC SCALE 20 0 10 20 40 80 -3.1 r7l K-- I =A C ( IN FEET) /J 1 inch = 20 ft. © GRW MID PARKIMP.C. 7 L a LL c a } L a C C Cr Lr c C a U c ca a 0 c U-1 0 co L0 U N O L C GRIM AND PARIC R.F.C. 2009 € i ITE Code Description Size Unit W1,080 AM Peak Hour PM Peak Hour In Out Total in Out Total 590 Future Downtown Library 20,000 SF' RACK FOR 7 BIKES 15 6 21 68 74 142 J PHASE I NOTES: 1. PARKING LOT TO HAVE SURFACE TREATMENT (TAR & CHIP) DURING PHASE I. 2. NO CURB & GUTTER CONSTRUCTED DURING PHASE I. 3. LIGHT POLES TO BE FED FROM ADJACENT MAIN STREET LIGHTS FOR DURATION OF PHASE 1. .. NJ ..... .....�, .� .. .. CP N 16S4 , \... f ):, ,. ,. s ,. ... .. ;a .: .: .:. :. ,. „ a\ mac^\ \ ♦ 5 /y :.... .. ,... , MIN. ETBA K k. !- , \, 3 �.: AM f �E� a E I-1 E _. �� T kL /1' Ni ti \\ .. PROJECT BOUNDARY SA /LIMITS OF CLEARING 7 BIO- RETENTION FILTER WITH 1 I l\ FREEBOARD FOR DETENTION �""- ,•�`� I� W�IEEL 6-OP (TYP o E Ca.o C6.1 PARKING SPACE ' I\ 10 GRASS STRIP @ 2 /o \\ STRIPING r ��"\ j,* � * � �,�r '........�'- —'"" L.� 1 �Xio rnal�rlats snali zloi be s'I;ortcl w]ttnin 1 tli3 Ieet OI teie Ciripiine oT trees to be saveCi, T r\ / MAX. SETB .EK e ivpencin� Q Tree's to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. rat , Pending shall be in place and shall be; inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells:. ®l When fine ground level must be raised within the dripiine of a twee to be saved, a tree well shall be provided and a construction detail subm, led for approval, 10, ree R`li hen the ground level must be lowmred within the dripline a tree to be saved, a tree wall shall be provided, and a construction detail submitted for approval. 5715 SF OFF -SITE 11. 1renching and Tunneling: GRADING EASEMENT. 3:1 When trenching is required within the limits of clearing, it shall be done as far away fi -om the trunks of trees as possible, Tunneling MAX. under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. `. 12, Cleanup: © Protective fencing shall be the last items removed during the final cleanup. " W 13. Damaged Trees. - M 0 Damaged trees shall be treated immerdiately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. k , a Ev rI- ( OWNER SIGNATURE : (DXTE) �G$. L'o • ,SAG• 7J�V'�` CONTRACT PURCHASER SIGNATURE (DATE) 5/1105 Page 1 of f NOTE: OFFSITE IMPROVEMENTS TO & GRADING OF CROZET AVENUE AND NORTH MAIN STREET AS WELL AS THE TABOR SITE (N.I.C.) HAVE BEEN SHOWN ON THIS SHEET FOR REFERENCE. OFF -SITE IMPROVEMENTS SHOWN ARE BASED ON KHA PLANS AND NOT ON SURVEYED CONDITIONS HATCHING KEY ti t, SURFACE TREATED 2 PAVING ca.0 C6.1 �uwnlr■ • ■ r ■ +�r�rr — rn � d v �+ N � L •— U v �- 0a o rn ° ou N U) o Q > N C V) O N 06 J N � O O o :44 N 6- C ai 0 00 3c Y•;`�� ° E°n° _ U_ �V) 0 t4 a) __ + o aw IpuOPll�i Ilil I i Ili i•i, f�l Ilr ... iCI ^� d�l' w,Il.,ig „,,,,,' "''lli' °� VIP JOHN D. RENO Lic. No. 32989 w 7/19/11 ssjONAL S 0 0 co Ln .� 0 � 0 V1 01 O OL0 O IX N T_ O N o� i Q �O >ul) cy) C� m� o O� Lr) X (nom H LL_ 00 0 Ln C3 x M ;t 4.s €l� C14 to M oo 0 jet ' GP# 20626 PHRA# 15936 -1 -0 GALVANIZED BIKE TA: t3o 0 RACK FOR 7 BIKES I YTERIAN s ,:;:... IW- Q ( PHASE I PLANTING SCHEDULE � n \,. QTY SYMBOL BOTANICAL NAME - COMMON NAME SIZE CONDITION COMMENTS ACER RUBRUM RED MAPLE 2Y2" CAL MIN. B &B PARKING PERIMETER TREE, UNIFORM SIZE AND SHAPE 9 AR 5 Si SOPHORA JAPONICA "REGENT" "REGENT" SCHOLARTREE 2Y2" CAL MIN. B &B PARKING PERIMETER TREE, UNIFORM SIZE AND SHAPE 5 CL CELTIS LAEVIGATA "ALL SEASONS" "ALL SEASONS" SUGAR HACKBERRY 2Y2" CAL MIN. B &B PARKING PERIMETER TREE, UNIFORM SIZE AND SHAPE / E i \, � L I� •� 16 AG ABELIA GRANDIFLORRA GLOSSY ABELIA 24" MIN. #3 PARKING PERIMETER SHRUB, UNIFORM SIZE AND SHAPE W ` 30 IC ILEX CRENATA COMPACTA COMPACT JAPANESE HOLLY 24" MIN. #3 PARKING PERIMETER SHRUB, UNIFORM SIZE AND SHAPE / 16 MP MYRICA PENSYLVANICA NORTHERN BAYBERRY 2Y2' MIN. B &B PARKING PERIMETER SHRUB, UNIFORM SIZE AND SHAPE C75 19 HV HAMAMELIS VIRGINIANA WITCH HAZEL 30 -36" H 93 BIORETENTION FILTER SHRUB z 25 IV ILEX VERTICILLATA WINTERBERRY 30 -36" H #3 BIORETENTION FILTER SHRUB ` '` \` XX AA AGROSTIS ALBA RED TOP 2.5" H SPRIG BIORETENTIO FILTER SHRUB DATE DESCRIPTION 05.08.2011 BID DOCUMENTS 06.28.2011 LANDSCAPE NOTES: 07.19.2011 COUNTY COMMENT I 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES I PFF20HIBITED. SHRUBS A D TREES l SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. / 2. PARKING LOT SCREENING FROM PUBLIC STREETS AND SIDEWALK SHALL BE IN ACCORDANCE TO ALBEMARLE COUNTY CODE 20B.4(D) AND 32.7.9.8. MOTE THAT PARKING LOT IS SCREENED FROM MUCH OF THE SIDEWALK AND STREET BY EMBANKMENT. / 3. NO PLANT SUBSTITUTIONS WITHOUT APPROVAL OF LANDSCAPE DESIGNER / 4. LANDSCAPE ORDINANCE REQUIREMENTS: .... SEC. 32.7.9.6 - STREET TREES: PROVIDED ON ROAD PLANS FOR LIBRARY AVE. / SEC. 32.7.9.7 - PARKING LOT LANDSCAPING: A. STREET TREES: PROVIDED ON ROAD PLANS FOR LIBRARY AVE B. INTERIOR LANDSCAPING: NOT REQUIRED UNTIL LIBRARY IS CONSTRUCTED / C. SCREENING: DOES NOT APPLY IN DOWNTOWN CROZET DISTRICT SEC. 32.7.9.8 - SCREENING: NOT APPLICABLE ON THIS SITE / lE SEC. 32.7.9.9 - TREE CANOPY: DOES NOT APPLY IN DOWNTOWN CROZET DISTRICT SEC. 20B.4(D) - SCREENING FROM PUBLIC STREETS: PROVIDED PER ENTRANCE CORRIDOR/ ARB REQUIREMENTS SEC. 20B.5(A) - SCREENING: NOT APPLICABLE ON THIS SITE: r ��"\ j,* � * � �,�r '........�'- —'"" L.� 1 �Xio rnal�rlats snali zloi be s'I;ortcl w]ttnin 1 tli3 Ieet OI teie Ciripiine oT trees to be saveCi, T r\ / MAX. SETB .EK e ivpencin� Q Tree's to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. rat , Pending shall be in place and shall be; inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells:. ®l When fine ground level must be raised within the dripiine of a twee to be saved, a tree well shall be provided and a construction detail subm, led for approval, 10, ree R`li hen the ground level must be lowmred within the dripline a tree to be saved, a tree wall shall be provided, and a construction detail submitted for approval. 5715 SF OFF -SITE 11. 1renching and Tunneling: GRADING EASEMENT. 3:1 When trenching is required within the limits of clearing, it shall be done as far away fi -om the trunks of trees as possible, Tunneling MAX. under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. `. 12, Cleanup: © Protective fencing shall be the last items removed during the final cleanup. " W 13. Damaged Trees. - M 0 Damaged trees shall be treated immerdiately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. k , a Ev rI- ( OWNER SIGNATURE : (DXTE) �G$. L'o • ,SAG• 7J�V'�` CONTRACT PURCHASER SIGNATURE (DATE) 5/1105 Page 1 of f NOTE: OFFSITE IMPROVEMENTS TO & GRADING OF CROZET AVENUE AND NORTH MAIN STREET AS WELL AS THE TABOR SITE (N.I.C.) HAVE BEEN SHOWN ON THIS SHEET FOR REFERENCE. OFF -SITE IMPROVEMENTS SHOWN ARE BASED ON KHA PLANS AND NOT ON SURVEYED CONDITIONS HATCHING KEY ti t, SURFACE TREATED 2 PAVING ca.0 C6.1 �uwnlr■ • ■ r ■ +�r�rr — rn � d v �+ N � L •— U v �- 0a o rn ° ou N U) o Q > N C V) O N 06 J N � O O o :44 N 6- C ai 0 00 3c Y•;`�� ° E°n° _ U_ �V) 0 t4 a) __ + o aw IpuOPll�i Ilil I i Ili i•i, f�l Ilr ... iCI ^� d�l' w,Il.,ig „,,,,,' "''lli' °� VIP JOHN D. RENO Lic. No. 32989 w 7/19/11 ssjONAL S 0 0 co Ln .� 0 � 0 V1 01 O OL0 O IX N T_ O N o� i Q �O >ul) cy) C� m� o O� Lr) X (nom H LL_ 00 0 Ln C3 x M ;t 4.s €l� C14 to M oo 0 jet ' GP# 20626 PHRA# 15936 -1 -0 I� L�J Ev rI- ( OWNER SIGNATURE : (DXTE) �G$. L'o • ,SAG• 7J�V'�` CONTRACT PURCHASER SIGNATURE (DATE) 5/1105 Page 1 of f NOTE: OFFSITE IMPROVEMENTS TO & GRADING OF CROZET AVENUE AND NORTH MAIN STREET AS WELL AS THE TABOR SITE (N.I.C.) HAVE BEEN SHOWN ON THIS SHEET FOR REFERENCE. OFF -SITE IMPROVEMENTS SHOWN ARE BASED ON KHA PLANS AND NOT ON SURVEYED CONDITIONS HATCHING KEY ti t, SURFACE TREATED 2 PAVING ca.0 C6.1 �uwnlr■ • ■ r ■ +�r�rr — rn � d v �+ N � L •— U v �- 0a o rn ° ou N U) o Q > N C V) O N 06 J N � O O o :44 N 6- C ai 0 00 3c Y•;`�� ° E°n° _ U_ �V) 0 t4 a) __ + o aw IpuOPll�i Ilil I i Ili i•i, f�l Ilr ... iCI ^� d�l' w,Il.,ig „,,,,,' "''lli' °� VIP JOHN D. RENO Lic. No. 32989 w 7/19/11 ssjONAL S 0 0 co Ln .� 0 � 0 V1 01 O OL0 O IX N T_ O N o� i Q �O >ul) cy) C� m� o O� Lr) X (nom H LL_ 00 0 Ln C3 x M ;t 4.s €l� C14 to M oo 0 jet ' GP# 20626 PHRA# 15936 -1 -0 LOMXIX,0�1 I� L�J Q IW- Q I� � n G � L I� •� I%' U _ C75 r", = m DATE DESCRIPTION 05.08.2011 BID DOCUMENTS 06.28.2011 COUNTY COMMENT 1 07.19.2011 COUNTY COMMENT LOMXIX,0�1 M U Q 0.. O F d M O O N N r r O N O r N W 0 0 rn U w c co d rn c w 0 co O LO U N O ^L LL A• 0 GRIMMAND PARKER,P.C. 2oog 0 IL 00 0 4 hi E F- 0 rn 0 W I t-j 0 0 -j 0) .c: U IL 0 a- E 0 0 CD 0 0 I--, ai W) P 00 UO N 0 C" cq C'4 W) > cd CD PLO 00 P� cl 0C 0— O Q W DATE 111CIPT101 05.06.2011 BID SET 07.06.2011 ARB COMMENTS GRAPHIC SCALE 20 0 10 20 40 IN FEET I inch = 20 ft 80 A E-1.1 0 GRUM AM PARKER PA TH OF C. . BRAGG, JR. Lic. No. 5006 V4 07106111 s`SjONAL D&P PROJECT #06100 F 0 0 0 c4 0 0 ;0 0 0 0 0 71" 7� P cd Or 0 U-) 0 Or P4 cq c; c� 00 V> 0 9- pq cl c� c� 00 U—) w +j 10 �4 En 14 0 0 0 If) 00 P m " � 0 C") ­0 6 6 g' %row 71 GPI 20626 O Q W DATE 111CIPT101 05.06.2011 BID SET 07.06.2011 ARB COMMENTS GRAPHIC SCALE 20 0 10 20 40 IN FEET I inch = 20 ft 80 A E-1.1 0 GRUM AM PARKER PA