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HomeMy WebLinkAboutSDP201200015 Plan - Approved 2012-11-07E a to In c� I N 0 N In N U O i-' O a d J N d Z 3 O C5 J O) 3 W 0 u 0 0 U A U -P N N S N U) 3 A O i-> d -F' D1 Li A H I co co ti / / IL O LD Lo Z w O d-� C N N C O U c N r-+ .L 3 ID a x N (D L r-. O L .3 Ot C Y 0 y C O U 7 L h C 0 U L O C O O� C a v .0 CE 0 U 7 L N C O U O 'O N O c .a N 7 U c N N O y a., O L 3 U) 0 a CL c 0 SITE DATA: GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND ENGINEER: TIMMONS GROUP 10 PXI-11 �� 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF SEDIMENT CONTROL �~�`� °�� 919 2ND ST. S.E. TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A CHARLOTTESVILLE VA 22902 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF 1. THE PLAIN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION �� TELEPHONE: 434 - 295 -5624 2.5 BITUMINOUS CONCRETE INTERMEDIATE COURSE - BM -25.0 ; r THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. CONFERIENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK CRlkTG J xorARSMa CONTACT: JOHN HASH, P.E. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO PRIOR T(0 THE FINAL INSPECTION. Lic.\o.0402048507 JOHN.HASH @TIMMONS.COM EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO o 0 0 0 0 0 0 6" TYPE 216 AGGREGATE BASE COURSE' 1OI�S (` �44� 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. �orr�x TAX MAP PARCEL: 05900 -00- 002381 BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND 3. ALL EROiSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN // // // // // // // // i un LIMITS OF DISTURBANCE: 0.78 ACRES COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. CLEARINJG. % \ \ / \� \ / \� \ / \� \ / \� \ / \� \ / \� \ / \ \ \� 675 5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 4. A COPY (OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT o 6. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ALL TIMEES• COMPACTED SUBGRADE ¢ >" ZONING: LI - LIGHT INDUSTRY z cu ASTM -C -76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS 0 0 o ENTRANCE CORRIDORS OVERLAY DISTRICT CURRENT VDOT STANDARDS AND SPECIFICATIONS. (INCLUD)ING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT > No E p N 7. IF PRE -CAST UNITS ARE TO BE USED VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN rn - C MAGISTERIAL DISTRICT: SAMUEL MILLER DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. APPROVIING AUTHORITY. DENOTES REPLACEMENT ASPHALT PAVEMENT ON PLANS w au N 3 t 8. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES � w > 3 y Cu SOURCE OF BOUNDARY AND TOPOGRAPHY: THOMAS B. LINCOLN LAND SURVEYOR INC. 9. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING - p u. ai r� 632 BERKMAR CIRCLE 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND /OR FIELD CHANGES FROM THE APPROVED PLANS NEED AUTHORITY. REFPLACEMENT ASPHALT PAVEMENT SECTION ¢ W m - ti CHARLOTTESVILLE, VA 22901 TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION 7. ALL DISTTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING z a � Ln z No Sale ; w +� Q, W .� (434) 974 -1417 SHALL ACCOMPANY THE REVISED PLANS AND /OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. o a > o ,,, L z _p AND APPROVED BY THE ENGINEER. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. Q W � M ti � ti ti z o 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH z z z z O DATUM: SEE SHEET C1.2 OVERALL PLAN, BENCH MARK ELEV. = 643.12 = U x V O v d AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR RUNOFF -- PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF F- S OJ w ¢ g g W J ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND /OR UPON THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. p cc a O O U O j z BUILDING SETBACKS: FRONT: 50 BUILDING SETBACK THIS PLAN ALL MI UTILITY OF CENTRAL VIRGINIA 10. ALL FILL- MATERIAL TO BE TAKEN FROM AN APPROVED DESIGNATED BORROW AREA. z 'w, DISCOVEIRY OF ANY UTILITY NOT SHOWN ON T S , C SS U G NIA AT w x v v O 3 BITUMINOUS C - �. cs SIDE: NONE CONCRETE SURFACE COURSE - SM 9.5A v u, 1- 800 -55;2 -7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT - = N L N z z z z p � z REAR: 50' BUILDING SETBACK (ADJACENT TO RURAL AREA) AND /OR (PROPOSED RIGHT -OF -WAY REQUIRED BY THE DEVELOPMENT. MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. ¢ ~ c rn C 0 0 0 0 o Q a PARKING SETBACKS: FRONT: 10' BUILDING SETBACK 12. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS POWER TELEPHONE AND CABLE TV 12. BORRO\AV OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE ` z N N Fy z U v U v p SIDE: NONE SERVICE TRUNK LINES. (N /A} SECTION 5.1.28. °' `' W w w W z EXISTING AGGREGATE a, �t , >, Ln CL CL. CL REAR: 30' PARKING SETBACK (ADJACENT TO RURAL AREA) 13. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE 13. ALL INEIRT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF (EXISTING GRAVEL OR MILLED ASPHALT) „ p p p C, 0 w d COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. ALBEMAIRLE. o 0 0 0 o p J REQUIRE 14. BORRO"V, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO 14. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO RE MAXIMUM NUMBER OF EMPLOYEES: 90 (OFFICE AREA) Q THE HOIURS OF 7:OOAM TO 9:OOPM. \` / \ \ / \ \ / \ Lu � � Lu p 12 (FIRE STATION) ADDITIONAL FACILITIES AS DEEMED NECESSARY . / \ / \ / \ / 15. A PRIME (COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE 15. BORRO"V, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL D ; J 10 RATE OF 10.30 GALLONS PER SQUARE YARD (REC -250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. SUPPORT OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS PHYSICAL DAMAGE TO ADJACENT LAND AND ��� COMPACTED SUBGRADE Q cl� BUILDING HEIGHT: 25'9" (EXISTING BUILDING) (MAX. 35' FOR LI) 16. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL STRUCTLURES /IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR o .� w ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. COLLAPSE. _ A BUILDING AREA: 1.24 ACRES 17. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE 16. THE DEWELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT . . . ..:. . . ..:::::::::: DENOTES OVERLAY ASPHALT PAVEMENT ON PLANS AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE STORM"VATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED C bi FLOOR AREA RATIO: 0.33 COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE F ++ w APPLICATION OF THE SURFACE COURSE(S). PROPERTfY. o o FROPOSED USES: 18. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 j z WAREHOUSE 0.44 ACRES PAVEMENIT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N /A) LBS /ACRtE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL OVERLAY ASPHALT PAVEMENT SECTION ° HEALTHCARE FACILITIES 0.67 ACRES 19. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS RYEGRA�SS AND CEREAL WINTER RYE OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE OR MAY U p w N ^� r, '" ti No Sale ¢ _ F- ^+ \ \ PRIOR TO) CONDITIONING OF THE SUBGRADE. THROUGIH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /10OSF. z 0) ¢ \ \ \ `^ EMERGENCY SERVICE FACILITIES 0.13 ACRES `O °` "' "� PAVED PARKING & VEHICLE CIRCULATION 0.98 ACRES 20. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. o > er n rn � o o j IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 18. PERMANIENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. ADDITIONAL SITE HARDSCAPE 0.32 ACRES AGRICULLTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 DATE 21. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING /MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK TREE SAVE AREA 0.18 ACRES ZONE IS iA PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION INCHES 10F SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT EXPANSION JOINT WITH PREMOLDED o � 3130112 M OPEN SPACE 1.06 ACRES WITHIN WDOT MAINTAINED RIGHT OF WAY. (N /A) MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL EXPANSION FILLER, "ZIP STRIP" OR EQUIV., } (A LO 22. GRADE LUNES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N /A) FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT SEAL WITH SILICONE SEALANT DRAWN BY 3 PARKING CALCULATIONS (FOR PROJECT LIMITS): 23. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft. /ft. 8OLBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 1/4" X 1/4" SEALANT pi 24. WHERE A� TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY C. KOTARSKI C PROPOSED USE: WAREHOUSE - 17,200 SF CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N /A) DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE NON SLIP BROOM FINISH N PROPOSED USE: FIRE STATION - 5,800 SF 25. OWNER NV CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL WWF 6x6 W2.9xW2.9 ILL CONTRACT ATHIRD -PARTY INSPECTION FIRM TO PROVIDE ON -SITE INSPECTIONS. DESIGNED BY d PARKING REQUIRED FOR WAREHOUSE - 12 SPACES (MAX EMPLOYEES) + 2 - 14 SPACES BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES 2" O C. KOTARSKI _p PARKING REQUIRED FOR FIRE STATION = 12 SPACES PER 4.12.7 BASED ON USER NEEDS WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. HEALTHCARE FACILITY PARKING COUNTED SEPERATELY, PER SITE PLAN 2009 -063 ALBEMIARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF .4 ° < °° ...:: T 10" 3,000 PSI AIR ENTRAINED PORTLAND © CHECKED i FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE I CEMENT CONCRETE BY TOTAL PARKING REQUIRED 26 SPACES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY COUNTY• EROSION CONTROL INSPECTOR. S. SAUNDERS EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF o 0 0 0 6" TYPE 21A STONE COVER PARKING PROVIDED: 64 SPACES (2 ADA SPACES) THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) o SCALE 0010 DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 22. PERMANIENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER /\ / / \\ •� LOADING SPACES PROVIDED: 1 SPACE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF THE DAITE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION /� /��\ �\ /� / / \�''-- COMPACTED SUBGRADE (CBR 11.2) ® N/A M VDOT. 17- 207B,) TOTAL IMPERVIOUS AREA: 2.54 ACRES 3. EROSION! AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED o EROSION( CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION• BLASTING NOTES WETLAND IMPACTS: NONE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. °C� ° ^a DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ° UTILITIES: ACSA 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES ENGINEEIR, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. HEAVY DUTY CONCRETE SECTION �} � un DRAINAGE DISTRICT: SOUTH FORK RIVANNA RESERVOIR WATERSHED 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF a DEVICES.. OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. No Scale 0 '00 DRAINAGE FACILITIES: INFILTRATION AND HYDRODYNAMIC SEPARATOR 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. (N /A) c 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. NO NEW LIGHTING IS PROPOSED ON THIS PLAN CONSTRUCTION INDUSTRY (29 CFR PART 1926). 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT � VARIABLE WIDTH' NON -SLIP BROOM FINISH � o � STORMWVATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS MAX. CROSS SLOPE 1% ° m THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. LABELED AS SUCH ON STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL O o w THE EXISTING CONDITION PORTION OF SHEET C2.0. INSPECT( OR. _ N ° cn THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. ° uj ° ° 1 x( 4 CAP OVER LANDSCAPE NOTES: DOORS \� L INTERIOR LANDSCAPE REQUIREMENTS: 5% OF PARKING AND VEHICULAR CIRCULATION AREA \ ` 6 HASP 4" 3,000 PSI AIR - ENTRAINED ul 0.05 X 43,560 SF X 0.98 ACRES = 2,134 SF 1 x 6 CAP 11,173 SF INTERIOR LANDSCAPING PROVIDED (SEE SDP 2009 -00063 UVA LONG TERM ACUTE CONCRETE s a CARE HOSPITAL) 4" TYPE 21 B STONE COVER O m COMPACTED SUBGRADE < °' INTERIOR PARKING LOTS 7- J *, 4 x 4 POST UNLESS 0 0 REQUIRED: 10 SPACES = 1 TREE OTHERWISE NOTED ,.�, a. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS � �r / Q TOTAL SPACES ON PARCEL 2361 = 75 SPACES ON PLAN a 12 STRAP 2 x 4 RAIL ° NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN Q ` 75 SPACES / 10 = 8 INTERIOR TREES REQUIRED HINGE (TYP.) ACCORDANCE WITH VDOT STANDARDS. LL � ` 14 EXISTING TREES ARE IN THE INTERIOR PARKING LOT AND CIRCULATION AREA z Q o v (SEE SDP 2009 -00063 UVA LONG TERM ACUTE CARE HOSPITAL) 1 x 6 1 x 6 TRIMMER CONCRETE SIDEWALK PAVEMENT SECTION ° C) 0 CANOPY COVERAGE REQUIREMENTS: 10% OF SITE J Lu J No S=le Q TRIMMER 3 - 0 ° 3.78 ACRES X 43,560 SF X 0.10 = 16,496 SF 1 x 6 SIDING Q W ° c 24,430 SF (SEE SDP 2009 -00063 UVA LONG TERM ACUTE CARE HOSPITAL) 1 x 6 w ~ j SIDING F--i m z � \ CONC. WASH Q @ TOP TYP. z o OUTSIDE ELEVATION 12" CANE BOLT.�S 3, -0» y \ m OUTTSIDE GA TE VIEW NOTE 4- 6'-0" 6' -D" I ADJUST TO HEIGHT O F 10'1 3 OF CASTER WHEELS ti 12' -0" 1 x 6 CAP ON GATE ~ a 1 x6CAP 1 x4CAP 1x6CAP _ CONC. 6 "0 GALV. STEEL PIPE FILLED a 1_1 LE s' WITH CONCRETE v o STONE ' 1.5' 3' 3' 3' 1.5' y - PLASTIC SLEEVE COLOR: TED 'X " 6 -0 1 x 6 TRIMMER 6 3'_ o" BOLLARD (TYP.) 114 SAG ROD w CONC. 7.5' •'•ti. PAVEMENT aC WITH TURNBUCKLE o � CONC. 2 x 4 CROSS BRACE I ti .4 PAD 2 x 4 RAILS 2 x 4 FRAME �i 12 �I I I I I IIl ' ' y '; y. Oil I l I'� � a; 6' -0" ,< 4 o N 6x6POSTS POST ELEVATION 3 5 4k ", A4 4) 2'-0"0 CONC. FOOTING ® v > 4' a) A ,v p• U) O ' y• JOB NO. ° o INSIDE ELEVATION �i 4 C 31488 NOTE. • ALL LUMBER SHALL 3" CASTER WHEELS G�I���' PLAN VIEW BE PRESSURE TREATED DUMPS TER PAD & ENCLOSURE DETAIL INSIDE GATE SHEET NO. a E E VIEW G PIPE BOLLARD DETAIL C1.0 c NO SCALE Q) T No Scale H v GENERAL PERMEABLE PAVER NOTES 1. GENERAL CAP UNIT, TOP OF 7 -1/2" 1.1. ANY EXCESS THICKNESS OF SOIL APPLIED OVER THE EXCAVATED SOIL SUB -GRADE TO TRAP ELEVATION VARIES 6 LENGTH oil!" TIl OF %, 0.5 FROM F/C ,a REFERENCES SEDIMENT FROM ADJACENT CONSTRUCTION ACTIVITIES SHALL BE REMOVED BEFORE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): APPLICATION OF THE GEOTEXTILE AND SUB -BASE MATERIALS. 1.2. KEEP AREA WHERE PAVEMENT IS TO BE CONSTRUCTED FREE FROM SEDIMENT DURING GEOGRID REINFORCING As C 131, C136, C 140, C 936, C979, D 698, D 1557, D 1883, D 2922, D 4254 c�ct.� Uz�r r�lzsl l� SPECIFIED BY J.I�o , { ENTIRE JOB. [ GEOTEXTILES] BASE AND BEDDING MATERIALS CONTAMINATED WITH � Lic•No. 040200,8507 SEDIMENT SHALL BE REMOVED AND REPLACED WITH CLEAN MATERIALS. MANUFACTURER �, QUALITY ASSURANCE 1.3. DO NOT DAMAGE DRAINPIPES, OVERFLOW PIPES, OBSERVATION WELLS, OR ANY INLETS AND ° ANCHOR WITH 5/8" REBAR ►0�?S� 1. PAVER INSTALLATION SUBCONTRACTOR QUALIFICATIONS: OTHER DRAINAGE APPURTENANCES DURING INSTALLATION. REPORT ANY DAMAGE IMBEDDED 24" IN GROUND; p1vA�. e 1.1. INSTALLER SHALL HAVE SUCCESSFULLY COMPLETED CONCRETE PAVER INSTALLATION SIMILAR IN IMMEDIATELY TO THE PROJECT ENGINEER. 2 PER WHEEL STOP "':01 DESIGN, MATERIAL AND EXTENT INDICATED ON THIS PROJECT. STONE FILTER BLANKET 1.2. INSTALLER SHALL HAVE A FOREMAN THAT HAS A CURRENT CERTIFICATE FROM THE INTERLOCKING 2. GEOTEXTILES CONTINUOUS ALONG WALL / /, / /� /�� / / / / /� /� ' \ /,� 2.1. PLACE ON [BOTTOM AND] SIDES OF SOIL SUB - GRADE. SECURE IN PLACE TO PREVENT AS SPECIFIED BY CONCRETE PAVEMENT INSTITUTE CONCRETE PAVER INSTALLER CERTIFICATION PROGRAM. MANUFACTURER Cn Cn 2. REVIEW THE MANUFACTURERS' QUALITY CONTROL PLAN, PAVER INSTALLATION SUBCONTRACTOR'S WRINKLING FROM VEHICLE TIRES AND TRACKS. kN� RECAST CONCRETE WHEEL STOP o _O METHOD STATEMENT AND QUALITY CONTROL PLAN WITH A PRE - CONSTRUCTION MEETING OF 2.2. OVERLAP A MINIMUM OF [0.3 M (12 IN.)] [0.6 M (24 IN.)] IN THE DIRECTION OF DRAINAGE. BOTTOM OF WALL E S cale j o E O REPRESENTATIVES FROM THE MANUFACTURER, PAVER INSTALLATION SUBCONTRACTOR, GENERAL 3. OPEN- GRADED SUB-BASE AND BASE ELEV. VARIES 1- w t°'„ +- r_ CONTRACTOR, ENGINEER AND /OR OWNER'S REPRESENTATIVE. 3.1. MOISTEN, SPREAD AND COMPACT THE NO. 2 SUB -BASE IN 4 TO 6 IN. (100 TO 150 MM) LIFTS �� \� / \ \ / / \ \ / / \ \ / / \ \// REINFORCED FILL w F- U ¢ 3 U aj LL [WITHOUT WRINKLING OR FOLDING THE GEOTEXTILE. PLACE SUB -BASE TO PROTECT / %// o DELIVERY, STORAGE, AND HANDLING GEOTEXTILE FROM WRINKLING UNDER EQUIPMENT TIRES AND TRACKS.] :� w O 3.2. FOR EACH LIFT MAKE AT LEAST TWO PASSES IN THE VIBRATORY MODE THEN AT LEAST TWO a °C > 1. COMPLY WITH MANUFACTURER'S ORDERING INSTRUCTIONS AND LEAD -TIME REQUIREMENTS TO AVOID - - - - - - - - - - - - J z ¢a a CO ♦- CONSTRUCTION DELAYS. IN THE STATIC MODE WITH A MINIMUM 10 T (10 T) VIBRATORY ROLLER UNTIL THERE IS NO FOUNDATION SOIL R= Y4" =, w "4- cn CONTROL JOINT SPACED a-+ o �' O W VISIBLE MOVEMENT OF THE NO. 2 STONE. DO NOT CRUSH AGGREGATE WITH THE ROLLER. FOUNDATION AS REQUIRED O a �' ty L to vl rn 2. DELIVERY: PERFORATED PIPE AT BASE OF WALL :. AT WIDTH OF WALK 3.3. THE SURFACE TOLERANCE OF THE COMPACTED NO. 2 SUB -BASE SHALL BE ±2 1/2 IN. (± 65MM) BY MANUFACTURER 1: a "' `' O z Z z Z o 2.1. COORDINATE DELIVERY AND PAVING SCHEDULE TO MINIMIZE INTERFERENCE WITH NORMAL USE DAYLIGHT AT END OF WALL `�`: "� ° U z U V �+•+ z W w w W U OF BUILDINGS ADJACENT TO PAVING. OVER A 10 FT (3 M) STRAIGHTEDGE. 0 w ¢ O :• EXPANSION JOINT AT MAX OF 100, 3.4. MOISTEN, SPREAD AND COMPACT THE NO. 57 BASE LAYER IN ONE 4 IN. (100 MM) THICK LIFT. NOTES: "4 ..: ;:: � Z 2.2. DELIVER CONCRETE PAVERS TO THE SITE IN STEEL BANDED, PLASTIC BANDED OR PLASTIC 3.5. ON THIS LAYER, MAKE AT LEAST TWO PASSES IN THE VIBRATORY MODE THEN AT LEAST TWO " ' " '' L O O O O /4 :.,- <:: WITH PREMOLDED EXPANSION FILLER z v ,� �r IN THE STATIC MODE WITH A MINIMUM 10 T 10 T VIBRATORY ROLLER UNTIL THERE IS NO 4-IN • " N M WRAPPED CUBES CAPABLE OF TRANSFER BY FORKLIFT OR CLAMP LIFT. ( ) 11. ALL WALLS OVER HEIGHT SHALL HAVE A PEDESTRIAN IMPEDIMENT AT THE TOP OF "' L' ° R N :•: �. 2.3. UNLOAD PAVERS AT JOB SITE IN SUCH A MANNER THAT NO DAMAGE OCCURS TO THE PRODUCT OR VISIBLE MOVEMENT OF THE NQ. 2 STONE. DO NOT CRUSH AGGREGATE WITH THE ROLLER. WALL. - Ul L9 yL„ lw EXISTING CONSTRUCTION. 3.6. THE SURFACE TOLERANCE THE COMPACTED NO. 57 BASE SHOULD NOT DEVIATE MORE 2�. THE WALL DESIGN DEPICTED IN THIS DETAIL IS FOR GENERAL INFORMATION PURPOSES ONLY. Q c N = ;7 O O O O Q 3. STORAGE AND PROTECTION: THAN. ±1 IN. (25 MM) OVER A 10 FT (3 M) STRAIGHTEDGE. THE DESIGN - BUILDER SHALL CONTRACT WITH A WALL MANUFACTURER WHO WILL COORDINATE z ern ~ _b w 3.1. STORE MATERIALS IN PROTECTED AREA SUCH THAT THEY ARE KEPT FREE FROM MUD, DIRT AND WITH THE ITL TO IDENTIFY EXISTING SOIL CLASSIFICATIONS, SOIL DENSITY /UNIT WEIGHT, � 01 OTHER FOREIGN MATERIALS. 4. BEDDING LAYER SHEAR STRENGTH, SOIL FRICTION ANGLE, AND WATER TABLE ELEVATIONS AT ALL WALL CONC. WALK > L _ w o 0 0 0 11 4.1. MOISTEN, SPREAD AND SCREED THE NO. 8 STONE BEDDING MATERIAL. LOCATIONS. THE WALL MANUFACTURER SHALL THEN PROVIDE A WALL DESIGN SIGNED AND • 0 w 4.2. FILL VOIDS LEFT BY REMOVED SCREED RAILS WITH NO. 8 STONE. SEALED BY A LICENSED PROFESSIONAL ENGINEER (REGISTERED IN THE STATE OF VIRGINIA) • a• _ � � a 0 w A 40 ENVIRONMENTAL REQUIREMENTS 4.3. THE SURFACE TOLERANCE OF THE SCREEDED NO.8 BEDDING LAYER SHALL BE ±318 IN (10 THAT CONTAINS THE FOLLOWING MINIMUM INFORMATION: <'< .' 1. DO NOT INSTALL IN RAIN OR SNOW. MM) OVERA 10 FT (3 M} STRAIGHTEDGE. - GEOGRID MANUFACTURER AND MODEL SERIES ` d0" .4 vi j .: '. .. .,. a �. ... Uj 2. DO NOT INSTALL FROZEN BEDDING MATERIALS. 4.4. DO NOT SUBJECT SCREEDED BEDDING MATERIAL TO ANY PEDESTRIAN OR VEHICULAR - BACKFILL SOIL MATERIALS N TRAFFIC BEFORE PAVING UNIT INSTALLATION BEGINS. -SIZE AND CONFIGURATION OF THE FOOTING, INCLUDING STONE TYPE AND SIZE ° ° Ix -TYPE AND SIZE OF ANY STONE DRAINAGE COLUMNS LD PRODUCTS 5. PERMEABLE INTERLOCKING CONCRETE PAVERS AND JOINT /OPENING FILL MATERIAL - LOCATION AND DETAILS FOR ANY UNDERDRAINS REQUIRED �� �� �� 1. PERMEABLE INTERLOCKING CONCRETE PAVER UNITS: i• �i��i, �� /� /i, /i, /i, /i, /i, /i, /i, /i, // /i, /i, /i, /���� /� 5.1. LAY THE PAVING UNITS IN THE PATTERN(S) AND JOINT WIDTHS SHOWN ON THE DRAWINGS. - TREATMENT FOR ANY SPECIAL STRUCTURES SUCH AS PIPE PENETRATIONS, SECURITY = ,}, 1.1. MANUFACTURER: XTERIORS PAVERS EAGLE BAY HARDSCAPE PRODUCTS MAINTAIN STRAIGHT PATTERN LINES. GRATES AND HANDRAILS W COMPACTED SUBGRADE 4" 21 -B STONE o O 1.2. DISTRIBUTOR: XTERIORS PAVERS EAGLE BAY HARDSCAPE PRODUCTS 5.2. FILL GAPS AT THE EDGES OF THE PAVED AREA WITH CUT UNITS. CUT PAVERS SUBJECT TO - SPECIAL DESIGN CONSIDERATIONS SUCH AS ADDITIONAL LOADINGS FROM PARKING, w 1.3. CONTACT: BETSY GOLTFELTY GARY MADDEN TIRE TRAFFIC SHALL BE NO SMALLER THAN 1/3 OF A WHOLE UNIT. ROADWAY TRAFFIC, GUARDRAILS AND SIDEWALKS FROM ABOVE il> E (804) 876 -3339 (804) 241 -0475 5.3. CUT PAVERS AND PLACE ALONG THE EDGES WITH A [DOUBLE - BLADED SPUTTER OR] -ANY PERTINENT CONSTRUCTION NOTES v C LU rN r1j N N 1.4. PAVER TYPE: OLD WORLD KOBBLE STONE COBBLE MASONRY SAW. Q d w S, 1.5. COLOR: GREY BLEND, TUMBLED GREY BLEND, TUMBLED 5.4. FILL THE OPENINGS AND JOINTS WITH [NO. 81 STONE. RETAINING WALL DETAIL CONCRETE SIDEWALK JOINT DETAIL O � o NOTE: SOME PAVER JOINT WIDTHS MAY BE NARROWAND NOT ACCEPT MOST OF THE NO. 8 No Scale No .Scale O 1.6. SIZE: STANDARD STANDARD STONE. USE JOINT MATERIAL THAT WILL FILL JOINTS SUCH AS WASHED ASTM NO. 9 OR NO. 10 t > 2. CRUSHED STONE FILLER, BEDDING, BASE AND SUB -BASE: STONE. 4) DATE 5.5. REMOVE EXCESS AGGREGATE ON THE SURFACE BY SWEEPING PAVERS CLEAN. 0 60 3130112 2.1. CRUSHED STONE WITH 90% FRACTURED FACES, LA ABRASION < 40 PER ASTM C 131, MINIMUM CBR 5.6. COMPACT AND SEAT THE PAVERS INTO THE BEDDING MATERIAL USING A LOW - AMPLITUDE, FBEflVED FESEM OF 80% PER ASTM D 1883. 75 -90 HZ PLATE COMPACTOR CAPABLE OF AT LEAST 5,000 LBF (22 KN) CENTRIFUGAL PAM PARING DRAWN BY 2.2. DO NOT USE ROUNDED RIVER GRAVEL FOR VEHICULAR APPLICATIONS. COMPACTION FORCE. THIS WILL REQUIRE AT LEAST TWO PASSES WITH THE PLATE dr 2.3. ALL STONE MATERIALS SHALL BE WASHED WITH LESS THAN 1% PASSING THE NO. 200 SIEVE. COMPACTOR. CONCRETE BUMPER BLOCK C. KDTARSKI 2.4. JOINT /OPENING FILLER, BEDDING, BASE AND SUB -BASE: CONFORMING TO ASTM D 448 GRADATION 5.7. DO NOT COMPACT WITHIN 6 FT (2 M) OF THE UNRESTRAINED EDGES OF THE PAVING UNITS. ANCHOR WITH 5/8" REBAR IMBEDDED 24" DESIGNED BY IN GROUND AS SHOWN IN TABLES 1, 2 AND 3 BELOW: 5.8. APPLY ADDITIONAL AGGREGATE TO THE OPENINGS AND JOINTS IF NEEDED, FILLING THEM HANDICAP SIGN © COMPLETELY. REMOVE EXCESS AGGREGATE BY SWEEPING THEN COMPACT THE PAVERS. C. KDTARSKI LOCATION (VAN) TABLE 1 THIS WILL REQUIRE AT LEAST TWO PASSES WITH THE PLATE COMPACTOR. HANDICAP SIGN ffiRTi BU ASTM NO. 8 GRADING REQUIREMENTS 5.9. ALL PAVERS WITHIN 6 FT (2 M) OF THE LAYING FACE MUST BE LEFT FULLY COMPACTED AT LOCATION (TYP.) $M-$5WRE $M $5W RE ® CHECKED BY BEDDING AND JOINT /OPENING FILLER THE COMPLETION OF EACH DAY. TOW AWAY ZONE I TOW AWAYZOI+E © S. SAUNDERS 5.10. THE FINAL SURFACE TOLERANCE OF COMPACTED PAVERS SHALL NOT DEVIATE MORE THAN SIEVE SIZE PERCENT PASSING ±3/8 (10 MM) UNDER A 10 FT (3 M) LONG STRAIGHTEDGE. 0 0 0 2 INCH (12.5 MM) 100 5.11. THE SURFACE ELEVATION OF PAVERS SHALL BE 1/8 TO 1/4 IN. (3 TO 6 MM) ABOVE ADJACENT EOP FACE OF VAN O SCALE a INCH (9.5 MM) 85 TO 100 DRAINAGE INLETS, CONCRETE COLLARS OR CHANNELS. PAINTED CURB 6' ABOVE ACCESSIBLE 6' ABOVE N/A NO. 4 (4.75 MM) 10 TO 30 PER 2% MAX. 18' 18' FINISHED FINISHED NO. 8 MM) 0 TO 6. FIELD QUALITY CONTROL VDOT I 4" GRADE GRADE Q (1.1 5 4, 6.1. AFTER SWEEPING THE SURFACE CLEAN, CHECK FINAL ELEVATIONS FOR CONFORMANCE TO ~ SPEC. PAINTED NO. 16 (1.16 MM) 0 TO 5 THE DRAWINGS. STRIPE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR O 6.2. LIPPAGE: NO GREATER THAN 1/8 IN. (3 MM) DIFFERENCE IN HEIGHT BETWEEN ADJACENT (TYPICAL) PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R -7 -8 SIGN AT EACH PARKING TABLE 2 PAVERS. 8' 5' 8' 8' 8' 1 9' 1 - SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) ASTM NO. 57 BASE NOTE: THE SURFACE OF THE PAVERS MAY BE 118 TO 114 IN. (3 TO 6 MM) ABOVE THE FINAL TYPICAL VAN WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL GRADING REQUIREMENTS ELEVATIONS AFTER COMPACTION. THIS HELPS COMPENSATE FOR POSSIBLE MINOR SETTLING ACCESSIBLE ACCESSIBLE BE PLACED ON STEEL POST 1 -112" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. KI) SIEVE SIZE PERCENT PASSING NORMAL TO PAVEMENTS. HANDICAP SPACES REGULAR SPACE Z w -1 INCH (12.5 MM) 100 6.3. THE SURFACE ELEVATION OF PAVERS SHALL BE 1/8 TO 1/4 IN. (3 TO 6 MM) ABOVE ADJACENT a INCH (9.5 MM) 90 TO 100 DRAINAGE INLETS, CONCRETE COLLARS OR CHANNELS. VA. SIGN FOR THE DISABLED ON 0,80 GAUGE O 6.4. BOND LINES FOR PAVER COURSES: ±'/ IN. ( ±15 MM) OVER A 50 FT (15 M) STRING LINE. ALUMINUM. COLORS: GREEN BORDER & NO. 4 (4.75 MM) 35 TO 70 LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, NO. 8 (2.36 MM) 0 TO 15 7. PROTECTION WHITE BACKGROUND. < NO. 16 (1.16 MM) 0 TO 5 7.1. AFTER WORK IN THIS SECTION IS COMPLETE, THE GENERAL CONTRACTOR SHALL BE > P RESPONSIBLE FOR PROTECTING WORK FROM SEDIMENT DEPOSITION AND DAMAGE DUE TO TYPICAL PARKING SPACE DETAILS PARKING SIGNS FOR THE DISABLED ° TABLE 3 SUBSEQUENT CONSTRUCTION ACTIVITY ON THE SITE. ASTM NO. 2 SUB -BASE GRADING REQUIREMENTS No Scale No Scale j SIEVE SIZE PERCENT PASSING IVV lcl z 91-A -'7or l 2 INCH (12.5 MM) 100 County ofAlbemarle W Consen -ation Plan Cbecklist -To be placed on Landscape Plans s INCH (9.5 MM) 90 TO 100 (Handbook, pp III -284- 111 -297 for complete specifications) 0 NO. 4 (4.75 MM) 35 TO 70 .1.• sThe-611olvini items shall be iitown on the matt: D r NO. 8 (2.36 MM) 0 TO 15 Iff Treestobesaved; C NO. 16 (1.16 MM) 0 TO 5 ® Lunitsorcicaring( outsidedriplineoftreestobesaved ); CAP UNIT, TOP OF O e ®" Location and typeofprotectivefencing; ELEVATION VARIES = Q - 2.5. GRADATION CRITERIA FOR THE BEDDING AND BASE: d Grade changesregniringtree Welisorwalls; Z J ° 0�Proposed trenching or tunneling beyond the limits of clearing. ; W n- t j 2.5.1. D15 BASE STONE /D15 BEDDING STONE < 5. PERMEABLE PAVER SYSTEM p ~ 0 Markings., GEOGRID REINFORCING AS ° 2.5.2. DSO BASE STONE/D50 BEDDING STONE > 2. (� All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 17.5' SPECIFIED BY [ Q > NOTE: DX I S THE PARTICLE SIZE AT WHICH X PERCENT OF THE PARTICLES ARE FINER. FOR [ r No grading shall begin until the tree marking has been inspected and approved by a County Inspector. EXAMPLE D15 IS THE PARTICLE SIZE OF THEAGGREGATE FOR WHICH 15% OF THE PARTICLES ASPHALT MANUFACTURER W ' 3. hre constrncttnn,cnnferenee: OLD WORLD KOBBLE STONE ARE SMALLER AND 85% ARE LARGER. C9`Trcc preservation and protection measures shall be reviewed with the eontrdctor on site. OR APPROVED EAGLE BAY COBBLE I ° 4. 1+iftinenit'olarrattnnandstnra e: i CONCRETE PAVERS 3 $' THICK U o EXECUTION �lentiTcgnipmgt} t. luhietfar; tfaCticand storage ofconstractionmateriais including soil shall not be permitted within the driplinesoftrees 6" SOLID PVC PIPE ON 0.5' TYP. #8 IN OPENINGS STONE FILTER BLANKET i U � J U E to be saved. (TYP. W ? STONE BEDDING (NO. 57) CONTINUOUS ALONG WALL J _j 5: S ilErosl n ndsh2rmwaterDetentionDaices: BEDDING COURSE 2 THICK EXAMINATION MIN SLOPE =0.3% AS SPECIFIED BY Q ° Such devices shall. not adversely affect trees to be saved, 3. ACCEPTANCE OF SITE VERIFICATION OF CONDITIONS TIE 8" PERFORATED PAVER (TYP. #8 AGGREGATE) MANUFACTURER LU O 0 3.1. GENERAL CONTRACTOR SHALL INSPECT, ACCEPT AND CERTIFY IN WRITING TO THE PAVER 5.es: UNDERDRAIN TO GRASSED z INSTALLATION SUBCONTRACTOR THAT SITE CONDITIONS MEET SPECIFICATIONS OF THE Firesarenotpennittedwithin 100 feet of [hedriplineoftreestottesaved, SWALE, EXTEND 2" MIN 4" THICK #57 STONE <( FOLLOWING ITEMS PRIOR TO INSTALLATION OF INTERLOCKING CONCRETE PAVERS. 7. Toxic Materials: OPEN- GRADED BASE z 3.1.1. VERIFY THAT SUB -GRADE PREPARATION, COMPACTED DENSITY AND ELEVATIONS arToxic materials shall not be sacred within 100 feet ofthe dripline oftrecs to be saved, `� I \� 0 REINFORCED FILL CONFORM TO SPECIFIED REQUIREMENTS. 8. Pro ectiv t I Z l= 3.1.2. PROVIDE WRITTEN DENSITY TEST RESULTS FOR SOIL SUB -GRADE TO THE OWNER, Trees to be retained within 40 feet of a proposed building or grading activity shalt be protected by fencing. I O ( �Fencing shall bein place and shall be inspected and approved by2 County Inspector prior to grading orconstruction. 0 GENERAL CONTRACTOR AND PAVER INSTALLATION SUBCONTRACTOR. ; > 3.1.3. VERIFY LOCATION, TYPE, AND ELEVATIONS OF EDGE RESTRAINTS, (CONCRETE COLLARS 9. ,TreeWettc:; - - - - - TUN - - - - - - When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail p p p p o o FO U N D A S01 L o AROUND) UTILITY STRUCTURES, AND DRAINAGE PIPES AND INLETS. submitted for approval. , 4. DO NOT PROCEED WITH INSTALLATION OF BEDDING AND INTERLOCKING CONCRETE PAVERS 8 IC PERFORATED PIPE AT B OF WALL; n 10, ce alls: UNTIL SUB -GRADE SOIL CONDITIONS ARE CORRECTED BY THE GENERAL CONTRACTOR OR hegmund level must be lowered withio the driplineat' eetobe saved, a tree wall shall be provided; and a construction detail p p p p p p DAYLIGHT AT END OF ALL submitted for approval, 8 PERFORATED PIPE WRAPPED IN v DESIGNATED SUBCONTRACTOR. GEOTEXTILE, SURROUNDED WITH NO. 57 STONE 11. U nchin�ndTunnern ELEV. 614.32 0 0 o ty p p FOUND ION AS IRED w uxi Why en trenching i5 retlnli'Cd within ll1C 11111413 OrCIL'flring, it 511811 be done as l'At' away frcmi the trunks of trees as possible, Tunneling BY M U FACTU RER ° PREPARATION under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. IZ 4) 1. VERIFY THAT THE SOIL SUB -GRADE IS FREE FROM STANDING WATER. 2. STOCKPILE JOINT /OPENING FILLER ' I� prote BASE AND SUB -BASE MATERIALS SUCH THAT THEY ARE FREE tz. de >annn, ctive fencing shall be the last items removed during the final cleanup. p FROM STANDING WATER, UNIFORMLY GRADED, FREE OF ANY ORGANIC MATERIAL OR SEDIMENT, DEBRIS, AND READY FOR PLACEMENT. 13• DamsoedTre D es shall be treated immediately by pruning, f rtilization or other methods recommended by a tree specialist, I 30 MIL PVC G EOM EM B RAN E LINER e' 3. INSTALL EDGE RESTRAINTS PER THE DRAWINGS AT THE INDICATED ELEVATIONS. E NOTE: ITISTHE DEVELOPER'S RESPO` TSIRMITYTO CONFER WITH THE CONTRACTOR ON TREE CON.SERVATION ELEV. 611.57 EXISTING PLACE ON SIDES OF OPEN-GRADED � � INSTALLATION REQUIREMENTS. I SUB- GRAADE BASE MUST BE INSTALLED ON H NOTE.- THE MINIMUM SLOPE OF THE SOIL SUB -GRADE IS TYPICALLY0.5 %. ACTUAL SLOPE OF 6" CONCRETE EDGE RESTRAINT SMOOTH SURFACE. EXTEND 12" w SOIL SUB -GRADE WILL DEPEND ON THE DRAINAGE DES /GNAND EXFILTRAT /ON TYPE. ALL DRAIN --- tawNERSIGNATURE—-- - - - - - - - - - -- - - - -- -- - - - -- - - -� (DATE) = -- _ -_.__ ___ _ __.._ PER VDOT STANDARDS BELOW WALL FOOTER v PIPES, OBSERVATION WELLS, OVERFLOW PIPES, AND (IFAPPLICABLE) GEOTEXTILES, BERMS, O 0 BAFFLES AND IMPERMEABLE LINER SHOULD BE IN PLACE PER THE DRAWINGS PRIOR TO OR �- Z/ l v DURING PLACEMENT OF THE SUB -BASE AND BASE, DEPENDING ON THEIR LOCATION. CARE MUST CONTRACT r IASER JOB NO. ATURE 1DA BETAKEN NOT TO DAMAGE DRAINPIPES DURING COMPACTIONAND PAVING„ NO MUD OR 2cnall L 111 S(llas Pape 1 of 1 31488 ° SEDIMENT CAN BE LEFT ON THE BASE OR BEDDING AGGREGATES. IF THEYARE CONTAMINATED, THEYMUST BE REMOVED AND REPLACED WITH CLEAN MATERIALS. SHEET NO. o u�a I_e PERMEABLE PAVER DETAIL CI.1 No Scale FE CL r- In M 1 N 0 CU Iri (U i-' U D 0 d J E, d z 0 d J m vi J_ Q w A 06 w D z U i A U i o, s i LO A 0 d -F' 1y L a 00 00 M v 0 V 0- Z) 0 c� to z 0 F- 0 c a� ° c 0 U C rte+ 3 U) N N CL x to to r 0 L 3 rn Y O N c 0 0 U F1 to to C 0 0 v ° v tT c .o CE O '.r U c 0 0 0 E 0 c N U m a� 0 m 0 3 a� 0 a 7 a v 12" MIN 1 r,"nIA ('_AI V {TYP.) NOTES: 2. RAIL ON BOTH SIDES OF STEPS 1. FINE BROOM FINISH ALL STAIRS. HANDRAIL DETAILS No Scale m m a z 0 d A INLET 48 MANH STRUCTURE (60 ") Q.D. FRAME AND FIBERGLASS SEFPARATION CYLINDER & INLET F B INLET PIPE 018" RCP OIL BAFFLE SEPARATION SCREEN PVC HYDRAULIC _/ SHEAR PLATE SOLIDS STORAGE SUMP CONTEC.H DETAIL No Scale PLAN VIEW FLOW --- IN FIBERGLASS fLET AND C;YLI CONTRACTOR TO GROUT TO FINISHED GRADE N B _ OUTLET PIPE 018" RCP r PERMANENT POOL ELEV. fV RIM ELEV. 612.90' INLET 1 INV. ELEV. 609.51' OUTLET INV. ELEV. 609.41' CONCRETE DIMENSIONS WILL BE PROVIDED WITH CONTRACT DRAWING SECTION A -A AT TIME OF APPROVAL 5' -O' rl �� k - -�� C12)120.1 ( C12x ,/ 14 PROVIDE L4x4x1 /s x W/ 11) - Ys'm BOLT DRILLED t -. -. EPDXIED INTO CONCRETE (EMBED O`C MIN). WELD TO C12 AS REQUIRED iTYP 2x) RAILING AS REQUIRED (TYP) 8' -O' I ! j C12x20.1 i PLAN E V I u.I y,• r -O" 6' -0' - G12x20.1 [PROVIDE LSxSx% x 0' -6' W/ (2) BOLTS DRILLED t EPDXIED INTO - CONCRETE (EMBED O'-b' MIN), WELD TO Cl2 AS REQUIRED (TYP 2x) ELEVATI �N Y4* 1. SEE SITE PLAJ FOR ELEVATIONS # GRADES (TYP) C12x20.1 DESCRIPTIONI INSTALLED BY 1 STAI STRINGER �'` PEAK FLOW 8.78 CFS COPE t WELD -- 1 L2x2xY4 x II" CONTECH AS REQUIRED ti WELD TO C12 3 -TREADS (TYP) AS REQUIRED Lri %/�4 (TYP) %` GALV CONTRACTOR i. (2' x 12' x iN0 (7 BOLT TO -' (H lHORIZ) CLIPS AS -- TYP SECTION 2" CLR #51 STONE %, O E STAIR DETAIL No Scale Z� N OARD r—j , i r I I I 1 sK I 1 I I I I 158" SECTION B -B CENTER OF COS STRUCTURE, SCREEN AND SUMP OPENING PVC HYDRAULIC SHEAR PLATE MATERIALS LIST - PROVIDED BY CONTECH SITE DESIGN DATA COUNT DESCRIPTIONI INSTALLED BY 1 FIBERGLASS INLET & CYLINDER CONTECH PEAK FLOW 8.78 CFS RATE 1 2400 MICRON SEP. SCREEN CONTECH 1 SEALANT FOR JOINTS CONTRACTOR 3 -TREADS U Lri %/�4 1 030 "x4" FRAME AND COVER CONTRACTOR GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED 1WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DPiAWINGS WITH DETAILED DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODIUCTS REPRESENTATIVE. www.contech- cpi.com 4. COS WATER QUALITY STTRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MIAINTENANCE CLEANING. INSTALLATION NOTES 1. ANY SUB BASE, BACKFIILL DEPTH, AND /OR ANTI - FLOTATION PROVISIONS ARE SITE- SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIIED BY ENGINEER OF RECORD, 2. CONTRACTOR TO PROWIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE COS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO ADD ;JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROWDDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE: APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS ; SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. STRUCTURE WEIGHT APPROXIMATE HEAVIEST RICK = 9,000 LBS. CONTECH PROPOSAL DRAWING 12" WATER QUALITY 0.58 CFS FLOW RATE 24" i ('� � PEAK FLOW 8.78 CFS RATE Nil oa RETURN PERIOD 10 YR5 OF PEAK FLOW s GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED 1WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DPiAWINGS WITH DETAILED DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODIUCTS REPRESENTATIVE. www.contech- cpi.com 4. COS WATER QUALITY STTRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MIAINTENANCE CLEANING. INSTALLATION NOTES 1. ANY SUB BASE, BACKFIILL DEPTH, AND /OR ANTI - FLOTATION PROVISIONS ARE SITE- SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIIED BY ENGINEER OF RECORD, 2. CONTRACTOR TO PROWIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE COS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO ADD ;JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROWDDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE: APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS ; SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. STRUCTURE WEIGHT APPROXIMATE HEAVIEST RICK = 9,000 LBS. CONTECH PROPOSAL DRAWING e WWI (TYP) BEARING fE: Ys x10 x10 W/ (4) - 1 /4"0 ANCHOR BOLTS (TYP) 24'0 SONOTUBE W/ (1) - #5 (VERT), 93 TIES * 3' TOP' REMAINDER s 12' eO /C NOTE; 1. CONCRETfE: 3000 PSI & 28 DAYS 2. REINFORCEMENT: GRADE 40 TYP SONOT'UBE DETAILS �,t,LTH pay, 0 2 L ► ,� Lb. No 15334 C. -!2 W� N 0 r wwN 0 ;> s R N � 3 'PCa �m (n1~0,0 Q� u U j U V E ;5 U._ Q v 1 I f" O 0 L� 1,X' i1--�I IL Date: 9/5/32 Scale: As Noted Drawn By: Jr-Ih Checked By DJM Sheet Number: j 1201 -1j 'Vtjj 'f all "5E z" €ligl Wo 151,3p U� �UQ �r� g a it i -; mP y;r 5��IX3 Epp �s p 77111 1 z 0 m LU LU 0 0 �IIIIII�I Q N CI Z r �O z Itt d O O U U Z � W/ J — C:) 0 U) Cm U QU) 9 d 12" F-1 F_ z a 24" (DOWELS) 24" i ('� � o f v e Nil oa °v 1#° W s o 3 -TREADS U Lri %/�4 i -- * 12" - n iN0 (7 O -' (H lHORIZ) sO -- lK -- 2" CLR #51 STONE "r O E AML :NECKED APPROVE. OI . „w ep E 'ROJECT No.. SEQUENCE No.. KFILL BA iFULCL HEIG HT) i HT) r a w Cn +; 001 ;HEFT. OF 1 (n 3Z N i U(DOWELS) 0 .---#4 O 18' O — IL y #q ' ' - CONT C3 N n WO_M I Q CLR3' CLR Wgp" w 21-0. _...._._ i .......... . .... _ *. = 2U SECTION (W 2 Q U OW=m M V Z W W e WWI (TYP) BEARING fE: Ys x10 x10 W/ (4) - 1 /4"0 ANCHOR BOLTS (TYP) 24'0 SONOTUBE W/ (1) - #5 (VERT), 93 TIES * 3' TOP' REMAINDER s 12' eO /C NOTE; 1. CONCRETfE: 3000 PSI & 28 DAYS 2. REINFORCEMENT: GRADE 40 TYP SONOT'UBE DETAILS �,t,LTH pay, 0 2 L ► ,� Lb. No 15334 C. -!2 W� N 0 r wwN 0 ;> s R N � 3 'PCa �m (n1~0,0 Q� u U j U V E ;5 U._ Q v 1 I f" O 0 L� 1,X' i1--�I IL Date: 9/5/32 Scale: As Noted Drawn By: Jr-Ih Checked By DJM Sheet Number: j 1201 -1j 'Vtjj 'f all "5E z" €ligl Wo 151,3p U� �UQ �r� g a it i -; mP y;r 5��IX3 Epp �s p 77111 1 z 0 m LU LU 0 0 �IIIIII�I Q N CI Z r �O z Itt d O O U U Z � W/ J — C:) 0 U) Cm U QU) 9 d a F-1 F_ z 1 o f v e Nil oa °v 1#° W s o U Lri %/�4 i n iN0 (7 O )ATE 7/6/2012 )ESIGNED DRAWN. AML O E AML :NECKED APPROVE. 'ROJECT No.. SEQUENCE No.. 446142 w Cn +; 001 ;HEFT. OF 1 0,(�^� kAZIf 0;S10, CLR.&IG AW J. KOTARSKI �.j�Lic. \To. 0402048507 X1100 t O DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI (CHECKED BY S. SAUNDERS SCALE N/A o y F-1 F_ l 1 f O f s °v L Z W Lri (7 O > O E _� 0 w Cn +; _ (n 3Z N i — IL C3 N n WO_M Q < W En 00 Wgp" w O Ce 0 ul = 2U (2 (W 2 Q U OW=m M V Z W W W U = r--x O dLf) LL- Z aC 04a'�r •�' ' -'0000 ujx L �ZZZZO mVU) Ln 4•. w zc Z N N z U U U U O��a(l [Y rnM — > Lu W 0 0 0 0 w D%���� W C oWCOWCuj uj W ui O 0 0 F- C Lu w w = `= im O w N N N N N +-1 "\� Z O D \ a \ N \"f m'm�_ o Ln > > DATE rY o 3/30/12 U) t O DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI (CHECKED BY S. SAUNDERS SCALE N/A o y F-1 F_ l 1 f O f s L Z W W ` U) L ( s f LLJ Z —� L f L LLI < 5 1 z O O f LLJ w £ J Lu IOC gy° LU p 0 Q C U e z O L L L f I— t L W L a H ` L u f I i t f t C JOB NO. ` I 31488 1 SHEET NO. 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No.&��02048J07 S84'46'1 R== 1105 1a!'.5 L 0 A=156.85' X�kv;XTAT, T= 78 0� .56' E CONSTRUCTION C== 156 11 VARIABLE-W16TH E— E E E E- S79*34"24" t. ---:��Tlj T10 .72' z EASEMENT CB==S72,3 '21 "F-- CA599832 DEL 0 S79*,f 89' INV IN �a � D E VIDOT STD-CLASS I DrZY-RIPRAF�� u 07'35*' < IF 6% W1 = 4.5', W2•-19 z c: 5, D yj (D 0 0 0 r.4 E > 6 -610 CD E m F- Lu " 4 RA (n m: IN WU4 UP Lu U§ %d ILRO"4 D w P. I.-I IL16 j- r1l T F IL a) Lu 0= N OL ON STEEL— -6 4) RAILP C', 'E 0 < uz z z uz U z r U I- -w z G V-1 1�21 V-1 ltp_ \j < -,-. -16, x 0 N, DETAIL cor'Ic TF-Q --ARCKTECTURAL PLANS Lu z u) L z: uj RTSbN 0 Q RA. I N 610 cj u) LOADING En u u c) '-IAI 'u "o im Ln m Ul - bi w Q in UP p 0 mv, 102 67, N,�,,g V "p, CLEAN OUT TRENCH o LIJ (D u-j 1n -4 IT ce Ln C DR IF Lu DRAIN AND OUTFACE. 6 5-X6'-WNGRETf�PAD ck� Z S LL 0 r-n ....... . ... .. ,>< C51 -j Lu Z ck� Lu u-j u ,6, ;r FOR FUEL TANK 30,1z" �0, "z" 5-BOLLARDS VA'AiA13-LE WIDTH�, '�VIDT Ln 'IC 0 GRATE DRAIN IF r-tAii L TOP 615-79 vi T Jb �W]E�M E N;( TOP- 615.65 U) Ck� -"�EASE INVERT rj INVERT UNKNOii UNKN' 0) IN, ce 610 v 2 6-BOLLARDS PROPOSED COLORED STAMPED SEE DETAIL CONCRETE PLAZA FLUSH WITH DRIVEWAY WITH FLAG POLE AND Lu E > Lu BOLLARDS (SEE ARCHITECTURAL CL CN N f, r N A u Lij -1 r-4 rj rj PLANS FOR DETAILS) 0 \1 Tu k y 0- Ln o-, v N , IVY FIRE 0 > 14 Ln Nil STATION > UVA HEALTH SERVICES DATE (GPE�g LOADING SPACE WAREHOUSE p 0 3130112 SIGN S VETA L u) 7SkT 20 DRAWN BY 4p 298;? 8"' C, 0 -'013 PLAT p- '305, - # 2 C. KOTARSKI cj OR) Dp cy\ -TO PRE! P C-A G`N I oti- FNIL) GV,' 6D i 6 6 TEL "'k PED - C (y) 00 zliz 0 20' 40' fT, PERFUHATEDY DESIGNED BY PVib, UNDER bRAIN',j q PERivill LE '<5 C. KOTARSKI 5 04 I i 'AVER LOWER PUMP STATION STRUCTURE TO BE FLUSH WITH CHECKED BY CONCRETE PLAZA. REPLACE TOP UNDER o b-,) - WITH MANHOLE TOP. ay d (CPS) ' 2 ADA PARKING SIGNS 00 SCALE `\ 71 Y, r1 - 1. 1 1. 1 T11 6"-WIDE CONCRETE 0 r COLLAR BETWEEN 0 CP PARKING SPACE 0 ASPHALT PAVEMENT 0 j, 105 1D (d SECTION & PERMEABLE DIMENSIONS TYPICAL, 2 79�� EXCEPT WHERE NOTED PAVERS -69d- DRAINAGE co • Isl ING CONCRETE WHEEL EASEMENT log�VVAL-k 100 STOP (TYP-) ACCESS PT' E EMENT UNDERGROUND 0 % � I I 1 7 . . .. 4 POWER 4 W g, -It p 0 (D 1(p m ell) VA0i WIDTH 0 41 _. PARKING EMEM`EN� 2 76 AL��NIZ STEEL c: DRAILS 21 208 ui 0 CL 616 07 0 s Lu p , Lu E L E DETAIL, v _�-Z21Z N OH LD 0 c!oE H v < c: 0 0 O Z seuj Bend c-1 1\1 11 t V�, t: OLE F uj 11� 0 m OR 6�D 0, GE Si F 0*6 0 TREELINL A AA ­Dj- Ct �NTPRLI o wit 0 3? 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N N s 0 3 A £ O d -P N N LL- L a H I 00 00 v r-1 / C) lq- / 'I L y n z D y n J v i n n D 1 K D v 7 J C T r 7 n 7 n ) 5 T 7 7 ] 7 0 ] ] 7 V ] 7 V s 7 7 ) u u ) n 7 C ] 9 ] 1 7 1 7 a N N 1-4 0 N lf7 N -P U O O d J N E C5 z 4-' 3 O C5 J d D. m z Q J N N W 3 0 U A U N N S LD 3 A / O d a, H co 00 / lq- / L 0 Z) 00 (D Ilf �LD a� U) nz 0 o � C � F- 0 U1 O C C N O y C U O ac m C +' O ; N N O N C 3 O_ x c v _ v D L O O O C o. O 3 II c n Y c v C; CO T c v O E U II � C + v U) c 0 � U 'Y L a C Z D Cn C O L C ` O CL U O CL y m c O •� U O X U D ' m N ;= L E N y O v c � 0 E U .- O 0 'D 7 U N D U O N 001 O D ) -D O C L v 3 a� v c U) D O a CL` d o_ N N T L C i- v E Q N I N 0 N to N U 0 O d J N E C5 Z i-' O a d J O) 3 W J .-q Ll- O ry n .2 IT U A U N N S LD 3 A O cli d N _L I 00 (Y) It 0 d' IA 7 O u � n c) u � O _ g � w O n 7 C N 7 c C O _ U 7 1 G N 5 3 D � � a x _ N a� 7 L 7 O � L V ; V � � C Y � v � o - U 7 i 7 � G O � U O G � O U = a U L "+ C ' O 1 O 1 � c > O U O c � u O i o G n v o � 7 7 U u i i > o _ L 5 � ° ° 7 ° o_ zL u a n U >+ c - v EROSION AND SEDIMENT CONTROL NARRATIVE MS -9: ' PROJECT DESCRIPTION - THIS PROJECT INCLUDES RENOVATING PORTIONS OF AN EXISTING WAREHOUSE FOR OFFICE SPACE AND A MS -9A: FIRE STATION. THE LIMITS OF DISTURBANCE ARE 1.05 ACRES. 175 -200 LBS. ADJACENT PROPERTY - THE PROPERTY IS BOUNDED BY A KOREAN CHURCH TO THE NORTH, THE RAILROAD TO THE EAST AND UVA 90 -100% MEDICAL BUILDINGS ON THE SOUTH AND WEST 0 -5% EXISTING SITE CONDITIONS - THE EXISTING SITE FEATURES AN EXISTING WAREHOUSE WITH PARKING. 0 -5% OFF -SITE AREAS - NO OFF -SITE AREAS WILL BE DISTURBED DURING THIS PROJECT. MS -10: CRITICAL EROSION AREAS - THERE ARE NO CRITICAL EROSION AREAS ON SITE. 100% EROSION AND SEDIMENT CONTROL MEASURES - UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND FREE FROM WEEDS AND COARSE MATTER. MUST SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND 128 LBS. SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM MS -11: STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL 20 LBS. AUTHORITIES HAVING JURISDICTION. 150 LBS. STRUCTURAL PRACTICES: MS -12: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE 108 LBS. LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS 2 LBS. PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 20 LBS. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL 20 LBS. GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AGGREGATE AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. MS -13: 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO FLOW :�;:�;�: %tr= it:= `` PERMANENT STABILIZATION. MS -14: 4. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGHOUT THE SITE IN AREAS SUBJECT TO SURFACE .AND AIR MOVEMENT. MS -15: VEGETATIVE PRACTICES: RIPRAP 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT MS -16: FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING W (n 0 INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. d j 4w L!7 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION MS -17: ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIA17ELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK. MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASEI 1. A PRE - CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E &S INSPECTOR, CONTRACTOR, OWNIER, AND MS -18: ENGINEER. THIS MEETING SHALL TAKE PLACE ON -SITE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE W U IT (1) WEEK OF NOTICE. Z 2. INSTALL CONSTRUCTION ENTRANCE. 3. INSTALL SILT FENCE AND INLET PROTECTION AS SHOWN ON PHASE I PLAN. _ 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. V 5. BEGIN DEMOLITION OF PAVEMENT. MS -19: PHASEII 1. INSTALL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM o��U) w IS CONSTRUCTED AND BECOMES OPERATIONAL. a 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. Z 3. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SILT /SEDIMENT. IF Vi PRESENT, SILT /SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E &S INSPECTOR. U 4. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE V REMOVED UPON APPROVAL FROM THE E &S INSPECTOR. u 3r. kD GENERAL EROSION AND SEDIMENT CONTROL NOTES (SEE ALSO ALBEMARLE COUNTY GENERAL EROSION AND SEDIMENT CONTROL NOTES ON SHEET C1.0): ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES -3: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES -4: PRIOR TO COMMENCING LAND - DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT /ENGINEER FOR REVIEW AND ACCEPTANCE. ES -5: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND - DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES -6: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES -7: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. MINIMUM STANDARDS (PHASE 1) FROM VESCH MS -1: APPLY PERMANENT SOIL STABILIZATION TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. APPLY TEMPORARY SOIL STABILIZATION WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. APPLY PERMANENT STABILIZATION TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2: STABILIZE OR PROTECT TEMPORARY SOIL STOCKPILES WITH SEDIMENT TRAPPING MEASURES ( S UCH AS SILT FENCE). PROVIDE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL TRANSPORTED FROM THE PROJECT SITE. MS -3: ESTABLISH A PERMANENT VEGETATIVE COVER ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IN THE OPINION OF THE ARCHITECT /ENGINEER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS -4: CONSTRUCT CONSTRUCTION ENTRANCE, STREAM CONVEYANCE CHANNEL, TREE PROTECTION, SUPER SILT FENCE, CHECK DAMS, CULVERT INLET PROTECTION, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AS A FIRST STEP IN ANY LAND- DISTURBING ACTIVITY AND MAKE THESE MEASURES FUNCTIONAL BEFORE UP SLOPE LAND DISTURBANCE OR TIMBERING TAKES PLACE. MS -5: APPLY STABILIZATION MEASURES TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6: CONTROL SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND- DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. MS -7: CONSTRUCT CUT AND FILL SLOPES IN A MANNER THAT WILL MINIMIZE EROSION. PROVIDE SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. WHENEVER WATER SEEPS FROM A SLOPE FACE, PROVIDE ADEQUATE DRAINAGE OR OTHER PROTECTION. NO E &S PHASE I CONTROLS SHALL BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE EROSION CONTROL INSPECTOR. MINIMUM STANDARDS (PHASE II) FROM VESCH I PROTECT ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. BEFORE STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, PROVIDE ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING IN BOTH THE (CONVEYANCE CHANNEL AND THE RECEIVING CHANNEL. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, TAKE PRECAUTIONS TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. PROVIDE NONERODIBLE MATERIAL FOR THE CONSTRUCTION OF CAUSEWAYS 'AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TVrVICE IN ANY SIX -MONTH PERIOD, PROVIDE A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIIBLE MATERIAL. MEET ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING INNI OR CROSSING LIVE WATERCOURSES. STABILIZE THE BED AND BANKS OF A WATERCOURSE IMMEDIATELY FOLLOWING AFTER WORK IrN THE WATERCOURSE IS COMPLETED. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. OPEN NO MORE THAN 500 LINEAR FEET OF TRENCH AT ONE TIME. B. PLACE EXCAVATED MATERIAL ON THE UPHILL SIDE OF TRENCHES. C. FILTER EFFLUENT FROM DEWATERING OPERATIONS OR PASS THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGE IN A MANNER THAT DOES NOT ADVERSELY' AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. ACCOMPLISH RESTABILIZATION IN ACCORDANCE WITH THESE REGULATIONS. F. COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, MAKE PROVISIONS TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, CLEAN THE ROAD THOROUGHLY AT THE END OF EACH DAY. REMOVE SEDIMENT FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORT TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION BUT ONLY AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, AND ONLY AFTER AUTHORIZED BY THE EROSION CONTROL INSPECTOR. PERMANENTLY STABILIZE TRAPPED SEDIIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES TO PREVENT FURTHER EROSION AND SEDIMENTATION. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 -HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN -MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION. (2) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN -YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS AND TWO-YEAR VELOCITY TO VERIFY NO EROSION OF CHANNEL BED OR BANKS. (3) ALL PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN -YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO -YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL. NOT CAUSE EROSION OF CHANNEL BED OR BANKS. (4) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN -WEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR ;SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN - MADE. CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN -YEAR FREQUENCY STORM WILL NOT OVERTOP THE BANKS AND A TWO -YEAR FREQUENCY STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN -YEAR FREQUENCY STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TWO -YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHIIANNEL OR WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TEN -YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN -MADE CHANNEL. (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION /RETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. A PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. D. THE APPLICANT HALL N S S E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION/ RETrENTION, HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PIERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEIL AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL OR DETENTIION FACILITY. J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDRAULIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT THE PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. V, Y.-�... Vi vkk >.` .rriA�� `;fjri+ «�'I,� ~fir � �� �`�jr,�>�'• RUNOFF OVER WATER WITH SEDIMENT Y" DROP • . INLET SEDIMENT r WITH GATE SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. STORM DRAIN INLET PROTECTION No Scale 1. SET THE STAKES. 'M i FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. i 2. EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. i 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. TABLE 3.32 -D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL ... ............................... ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU ( 3.07 -3 OF CROWNVETCH, INCREASE RATE TO 30 LBS. /ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW- MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10 -20 LBS. /ACRE IN MIXES. PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale r 1P ,.►�� FLOW G SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. s DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CED SILT FENCE (WITHOUT WIRE SUPPORT) No Scale TOTAL LBS. PER ACRE MINIMUM CARE LAWN AREA: COMMERCIAL OR RESIDENTIAL 175 -200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90 -100% IMPROVED PERENNIAL RYEGRASS 0 -5% KENTUCKY BLUEGRASS 0 -5% HIGH - MAINTENANCE LAWN 200 -250 LBS. KENTUCKY 31 OR TURF -TYPE FALL FESCUE 100% _GENERAL SLOPE (3:1 OR LESS) FREE FROM WEEDS AND COARSE MATTER. MUST KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 3.18 150 LBS. LOW- MAINTENANCE SLOPE (STEEPER THAN 3:1) COVER) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL ... ............................... ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU ( 3.07 -3 OF CROWNVETCH, INCREASE RATE TO 30 LBS. /ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW- MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10 -20 LBS. /ACRE IN MIXES. PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale r 1P ,.►�� FLOW G SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. s DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CED SILT FENCE (WITHOUT WIRE SUPPORT) No Scale ROCK CHECK DAM No Scale MULCHING, STD. & SPEC. 3.35 TABLE 3.35 -A AiR-LA: 2-10 ACKES-OF-DRAINAGE AREA: •'� ?;:- :•�:•..: MULCHES: LIMITS OF CLEARING AND GRADING `I� \ate•. �• M ►� PER �.. -•- =:- :` •:i. �•.. �••�i: %•ter `�� �� '` .,r• •r `�•' '•r. \l�•�w••'�I \�/ •�•} : `�� 1 1/2 - 2 TONS FIL;7ER CLOTH FREE FROM WEEDS AND COARSE MATTER. MUST STRAW OR FILTER CLOTH 70 -90 LBS. BE ANCHORED. SPREAD WITH MULCH BLOWER OR HAY (0 TIONAL) 3.18 BY HAND. TIO COVER) 3.32 (DOWNSTREAM FIBER MULCH (DOWNSTREAM 35 LBS. I VDOT #1 COARSE WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE VDOT #1 COARSE �� 3.39 AGGREGATE W FLOW :�;:�;�: %tr= it:= `` 7 3' %: =:� te=e: -•,. FLOW •:�:.•'• = ;v•; �•���;., ;•;�:��= Quj RIPRAP 1 0 1 ROCK CHECK DAM No Scale MULCHING, STD. & SPEC. 3.35 TABLE 3.35 -A ORGANIC MULCH MATERIALS AND APPLICATION RATES 31488 RATES MULCHES: LIMITS OF CLEARING AND GRADING NOTES: PER PER SILT FENCE ACRE 1000 SQ. FT. IP ® 1 1/2 - 2 TONS 3.07 FREE FROM WEEDS AND COARSE MATTER. MUST STRAW OR (MINIMUM 2 TONS 70 -90 LBS. BE ANCHORED. SPREAD WITH MULCH BLOWER OR HAY FOR WINTER 3.18 BY HAND. COVER) 3.32 MU FIBER MULCH MINIMUM 1500 LBS. 35 LBS. I DO NOT USE AS MULCH FOR WINTER COVER OR I DURING HOT DRY PERIODS.* APPLY AS SLURRY. WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2000 LBS. /AC. OR 45 LBS. /1000 SQ. FT. TABLE 3.31 -B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SEPT. 1 - FEB. 15 FEB. 16 - APR. 30 MAY 1 - AUG. 31 SPECIES 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI- FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS (LOLIUM MULTI- FLORUM) GERMAN MILLET (SETARIA ITALICA) RATE (LBS. /ACRE) 50 -100 60 -100 TEMPORARY SEEDING PLANT MATERIALS No Scale s� .......... ............... ......__- ._.,._. .........-•/4 J . .............. .... --- _ _ ---------------- ,....._...a.. [,���wy� �rmr fgy��,�p,�.'�....- ....� -•s� _s w _ ^;.-r�-:'�,.':.: '••, -� ..tom, F- r M PROF IL L cr !rC Pr5S ,ar0 carESS # PLAN r;NGzMa RLTER C! eTfs 50 SECTION A -A A irdil u m w.rttr hp of I halt I {t ht in hIlIe i vL-Xa a i]yutuuttuu 1 incli batico do alttl€DIIvgve st€Iip1b ;,uig a t' a4i hom Wn 0 dillxi�,N,1' 01 L5 kv adc(lttate coagwt ivemue Vw*vh vuhr mrst bit eatritci a: w ffc4u the fr?rawt to Ott allprove+i Pet" atea to r tow .,god nwit. �tIl , i�1u�c�t � l�tli lea ljt�� b:it.�t fi�iiti imitoill"u 40141 Of CE 3.02 -1 PAVED CONSTRUCTION ENTRANCE No Scale EROSION CONTROL MEASURES * VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK SPECIFICATION NUMBER OF Q CI kTGzRr 7, YO' +ARSKT> ,I,ic. No. 01102048507 E 31488 a LIMITS OF CLEARING AND GRADING - S1 x SILT FENCE 3.05 x IP ® INLET PROTECTION 3.07 CD ® ROCK CHECK DAMS 3.20 OP ® OUTLET PROTECTION 3.18 PS PERMANENT SEEDING 3.32 MU _O O MULCHING 3.35 DC DUST CONTROL �� 3.39 OF Q CI kTGzRr 7, YO' +ARSKT> ,I,ic. 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